NC0022900_Regional Office Historical File 1969 to 2019

All
16,
DIVISION OF &NIRONMENTAL MANAG&UNT
Kr. Perry B. Ownnsl President
Utilities, Iuc.,
2335 Sanders road
Northbrook, Illinois .60062',
SUBJECT: Per4it No. 11CO022900
RECEIVED
Water Quality DivisiOq
OCT 14
Western Regional OfflO-01
Asheville, North CaroHnag
October 11, 1982
Auth-oriZation to Construct
Utilities, Inc., Northbrook Illinois - Parent Company
22j;ar 11foantain Utilities,, Inc.
SuCar Mfountaiu Wastewater Treatment Plant Expanaion
Avery County
Dear Mr, Owens:
'Thu final'plans-and apecifications for the subject project have been reviewed
aud'.fauud to be an-tisfactory. Authorization is hereby granted for the construction
of Wastewater treatmnt pUnt additions mv-1 chang-co'so as to increase the treatment
capacity from .2 !-X;D to .5 M1GD consisting of -the replacement and relocation of approxi-
mately 170 lineal feet of 8-inch Sravity sawer'line, a packaged bar screen/comiautor
and flow splitter, parshall fltme,-.with floe meter ztnd recorder, a 0.3 IUD Exten I ded
Air Package Plant with a secondary clarifier, a 33,700 gallon Aerobic sludge digester,
dual tertiary filters; plus modifications to the existing 0.2 MD V94TP,to Integrate.
it and its components, gaseous chlorination, post aeration, plus piping and appurten-
auces to serve the Sugar Mountain Area developments.
Tbis Authdrization to Construct is issued iu accordance with Part III paraara'h
C of 14PDES Permit No. NCO022900 issued September 30, 1932, and shall.be subject to
revocation unless the wastewater treatment facilities are constructed in accordance
with the conditions and lirdtations specigied It,. Pormit No. 210022900.
One (1) sal: of approved plans attd-specifications Is being forwarded to you.
If you 'have any questiona or ueed additional information, please contact Mr* A. R.
HaSstrom, telaphoue number 919/733-7120.
Sincerely yours,,
Original Signed By
W. LEE FL0v`HNG, JR., for
Director
cc: Avery County Healt4 Department.
Johnny T. Johnson Associates, Inc.
Mr. Roy Davis V,
Ur. W.Lae Fleming, Jr.'
Asheville Regional 11anager

Water Resources
ENVIRONMENTAL QUALITY
Mr. Tony Konsul
Carolina Water Service, Inc. of NC
P.O. Box 240908
Charlotte, NC 28224
I
Dear Mr. Konsul:
ROY COOPER
Goremor
MICHAEL S. REGAN
Secreraru
F EE'D,' A? OMl
Division of Water Resources
August 10, 2017 j AUG 2 4 2017
Water Quality Regional Operations
Asheville Regional Office
Subject: Issuance of NPDES Permit NCO022900
Sugar Mountain WWTP
Avery County
Class WW-3 .
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit
is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the
Memorandums of Agreement between North Carolina and the U.S. Environmental Protection
Agency dated October 15, 2007 (or as subsequently amended).
The final permit includes the following significant changes from the existing permit:
➢ Section A. (5) has been added to require electronic submission of effluent data.
Federal regulations require electronic submittal of all discharge monitoring reports
(DMRs).
➢ Regulatory citations have been added to the permit.
➢ An updated outfall map has been included.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request
within thirty (30) days following receipt of this letter. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and
binding.
Please note that this permit is not transferable except after notice to the Division. The
Division may require modification or revocation and reissuance of the permit. This permit
does not affect the legal requirements to obtain any other Federal, State, or Local
governmental permit that may be required.
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX
https://deq.nc.govlabout/divisions/water-resources/water-resources-permits/wastewater-branchlnpdes-wastewater-permits

Permit NCO022900
a North Carolina certified laboratory (including field certified), even if these values fall below 50
leg/L.
4. Chronic Toxicity (Ceriodaphnia) P/F at 72%, April, July, October and January; [See A.(3.)].
5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
6. The Permittee shall submit discharge monitoring reports electronically using the Division's eDMR
system [see A.(5.)].
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — 1 MGD
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
During the period beginning upon expansion above 0.5 MGD and lasting until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and
monitored6 by the Permittee as specified below:
EFFLUENTCHARACTERISTICS` •:
.Parameter Code
L;IMITS
MONITgRING REQUIREMENTS.
Monthly
Average
Daily
Maximum;`
Measurement
Frequency
Sample
Type
Sample'
Location Y:, : _.
Flow 50050
1.0 MGD
Continuous
Recording
Effluent
BOD, 5-day'(20°C) C0310
30.0 mg/L
45.0 mg/L
3/Week
Composite
- Effluent
Total Suspended Solids C0530
30.0 mg/L
45.0 mg/L
3/Week
Composite
Effluent
NH3 as N
A ril 1— October 31 C0610
1.2 mg/L
6.0 mg/L
3/Week
Composite
Effluent
NH3 as N
November 1— March 31 C0610
2.2 mg/L
11.0 mg/L
3/Week
Composite
Effluent
Dissolved Oxygen2 00300
Monitor and Report
3/Week
Grab
Effluent
Dissolved Oxygen2. 00300
Monitor and Report
Variable'
Grab
Upstream &
Downstream
Fecal Coliform (geometric mean)
31616
200/100 mL
400/100 mL
3/Week
Grab
Effluent
Total Residual Chlorine (TRC)3
50060
20 ug/L
3/Week
Grab
Effluent
Temperature (°C) 00010
Monitor and Report
Daily
Grab
Effluent
Temperature °C 00010
P ( )
Monitor and Report
P
Variable 1
Grab
Upstream &
Downstream
Total Nitrogen
NO2+NO3+TKN C0600
Monitor and Report
Quarterly
Composite
Effluent
Total Phosphorus C0665
Monitor and Report
Quarterly
Composite
Effluent
Chronic Toxicity, TGP38
Monitor and Report
Quarterly
Composite
Effluent
PH- 00400
Monitor and Report
3/Week
Grab
Effluent
Page 4 of 10

Permit NCO022900
Footnotes:
1. Upstream = 50 feet above discharge location. Downstream = 2 miles below discharge location at
NCSR 194. Upstream and downstream sampling are to be performed 3/Week during the months of
June, July, August and September and once/week during the rest of the.year.
2. The daily average dissolved oxygen effluenticoncentration shall not be less than 6.0 mg/L from April
1 - October and not less than 5.0 mg/L from November 1 - March 31.
3. The Division shall consider all effluent TRC values reported below 50 pg/L to be in compliance
with the permit. However, the Permittee shall continue to record and submit all values reported by
a North Carolina certified laboratory (including field certified), even if these values fall below 50
pg/L•
4. Chronic Toxicity (Ceriodaphnia) P/F at 84%, April, July, October and January; See A.(4).
5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
6. The Permittee shall submit discharge. monitoring reports electronically using the Division's eDMR
system [see A. (5.)].
There shall be no discharge of floating solids or visible foam in other than trace amounts.
A. (3). CHRONIC TOXICITY PERMIT LIMIT (QRTRLY) - Until expansion above
0.5 MGD
[15A NCAC 02B .0200 et seq.]
The effluent discharge shall at no time exhibit observable inhibition of reproduction or
significant mortality to Ceriodaphnia dubia at an effluent concentration of 72%.
The permit holder shall perform at a minimum,guarterlU monitoring using test "procedures
outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised
December 2010, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure" (Revised- December 2010) or subsequent versions. The tests will be
performed during the months of January, April, July and October. These months signify
the first month of each three-month toxicity testing quarter assigned to the facility. Effluent
sampling for this testing must be obtained during representative effluent discharge and shall
be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a
failure or ChV below the permit limit, then multiple -concentration testing shall be
performed at a minimum, in each of the two following months as described in "North
Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -December
2010) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the
Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed,
using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value.
Additionally, DWR Form AT-3 (original) is to be sent to the following address:
Page 5 of 10

Permit NCO022900
Attention: North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh, NC 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no later
than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical
measurements and all concentration/response data, and be certified by laboratory
supervisor and ORC or approved designate signature. Total residual chlorine of the effluent
toxicity sample must be measured and reported if chlorine is employed for disinfection of the
waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity
monitoring is required, the permittee will complete the information located at the top of the
aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number,
county, and the month/year of the report with the notation of "No Flow" in the comment area
of the form. The report shall be submitted to the Water Sciences Section at the address cited
above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month. Assessment of toxicity compliance is
based on the toxicity testing quarter, which is the three month time interval that begins on
the first day of the month in which toxicity testing is required by this permit and continues
until the final day of the third month.
Should any test data from this monitoring requirement or tests performed by the North
Carolina Division of Water Resources indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or
limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such, as
minimum control organism survival, minimum control organism reproduction, and
appropriate environmental controls, shall constitute an invalid test and will require
immediate follow-up testing to be completed no later than the last day of the month following
the month of the initial monitoring.
A. (4.) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY) - Upon expansion above
0.5 MGD
[15A NCAC 02B .0200 et seq.]
The effluent discharge shall at no time exhibit observable inhibition of reproduction or
significant mortality to Ceriodaphnia dubia at an effluent concentration of 84 %.
The permit holder shall perform at a minimum, puarterlu monitoring using test procedures
outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised
December 2010, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure" (Revised- December 2010) or subsequent versions. The tests will be
Page 6 of 10

Permit NCO022900
performed during the months of January, April, July and October. These months signify
the first month of each three-month toxicity testing quarter assigned to the facility. Effluent
sampling for this testing must be obtained during representative effluent discharge and shall
be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a.
failure or ChV below the permit limit, then multiple -concentration testing shall be
performed at a minimum, in each of the two following months as described in "North
Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -December
2010) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the
Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed,
using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value.
Additionally, DWR Form AT-3 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh, NC 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no later
than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical
measurements and all concentration/response data, and be certified by laboratory
supervisor and ORC or approved designate signature. Total residual chlorine of the effluent
toxicity sample must be measured and reported if chlorine is employed for disinfection of the
waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity
monitoring is required, the permittee will complete the information located at the top of the
aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number,
county, and the month/year of the report with the notation of "No Flow" in the comment area
of the form. The report shall be submitted to the Water Sciences Section at the address cited
above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month. Assessment of toxicity compliance is
based on the toxicity testing quarter, which is the three month time interval that begins on
the first day of the month in which toxicity testing is required by this permit and continues
until the final day of the third month.
Should any test data from this monitoring requirement or tests performed by the North
Carolina Division of Water Resources indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or
limits.
Page 7 of 10

Permit NCO022900
NOTE: Failure to achieve test conditions as specified in the cited'document, such as
minimum control organism survival, minimum control organism reproduction, and
appropriate environmental controls, shall constitute an invalid test and will require
immediate follow-up testing to be completed no later than the last day of the month following
the month of the initial monitoring.
A. (5.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[NCGS 143-215.1 (b)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and program reports. The final NPDES Electronic Reporting Rule was adopted and became
effective on December 21, 2015.
NOTE: This special condition supplements or supersedes the following sections within Part II
of this permit (Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2.) Reporting
• Section D. (6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reporting Requirements [Supersedes Section D. (2.) and Section E. (5.) (a)]
The permittee shall report discharge monitoring data electronically using the NC DWR's
Electronic Discharge Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each
month and submitted electronically using eDMR. The eDMR system allows permitted
facilities to enter monitoring data and submit DMRs electronically using the internet.
Until such time that the state's eDMR application is compliant with EPA's Cross -Media
Electronic Reporting Regulation (CROMERR), permittees will be required to submit all
discharge monitoring data to the state electronically using eDMR and will be required to
complete the eDMR submission by printing, signing, and submitting one signed original
and a copy of the computer printed eDMR to the following address:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due
to the facility being physically located in an area where less than 10 percent of the
households have broadband access, then a temporary waiver from the NPDES electronic
reporting requirements may be granted and discharge monitoring data may be submitted
on paper DMR forms (MR 1, 1. 1, 2, 3) or alternative forms approved by the Director.
Duplicate signed copies shall be submitted to the mailing address above. See "How to
Request a Waiver from Electronic Reporting" section below.
Page 8 of 10

Permit NCO022900
Regardless of the submission method, the first DMR is due on the last day of the month
following the issuance of the permit or in the case of a new facility, on the last day of the
month following the commencement of discharge.
Starting on December 21, 2020, the permittee must electronically report the following
compliance monitoring data and reports, when applicable:
Sewer Overflow/Bypass Event Reports;
Pretreatment Program Annual Reports; and
Clean Water Act (CWA) Section 316(b) Annual Reports.
The permittee may seek an electronic reporting waiver from the Division (see "How to
Request a Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(1)(9), the permittee must identify the initial recipient at
the time of each electronic submission. The permittee should use the EPA's website
resources to identify the initial recipient for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means
the entity (EPA or the state authorized by EPA to implement the NPDES program) that is
the designated entity for receiving electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic reporting
tool for each type of electronic submission and for each state. Instructions on how to
access and use the appropriate electronic reporting tool will be available as well.
Information on EPA's NPDES Electronic Reporting Rule is found at:
https: / /www.federalregister. gov / documents / 2015 / 10 / 22 / 2015-24954 / national-
pollutant-discharge-elimination-system-npdes-electronic-reporting-rule
Electronic submissions must start by the dates listed in the "Reporting Requirements"
section above.
3. How to Request a Waiver from Electronic Reporting
The permittee may seek a temporary electronic reporting waiver from the Division. To
obtain an electronic reporting waiver, a permittee must first submit an electronic
reporting waiver request to the Division. Requests for temporary electronic reporting
waivers must be submitted in writing to the Division for written approval at least sixty
(60) days prior to the date the facility would be required under this permit to begin
submitting monitoring data and reports. The duration of a temporary waiver shall not
exceed 5 years and shall thereupon expire. At such time, monitoring data and reports
shall be submitted electronically to the Division unless the permittee re -applies for and is
granted a new temporary electronic reporting waiver by the Division. Approved electronic
reporting waivers are not transferrable. Only permittees with an approved reporting
Page 9 of 10

Permit NCO022900
waiver request may submit monitoring data and reports on paper to the Division for the
period that the approved reporting waiver request is effective.
Information on eDMR and the application for a temporary electronic reporting waiver are
found on the following web page:
http: / / deg.nc.gov / about/ divisions /water -resources / edmr
4. Signatory Requirements [Supplements Section B. (11.) (b) and Supersedes Section B.
(11.1 (d)]
All eDMRs submitted to the permit issuing authority shall be signed by a person
described in Part II, Section B. (11.)(a) or by a duly authorized representative of that
person as described in Part II, Section B. (11.)(b). A person, and not a position, must be
delegated signatory authority for eDMR reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an
eDMR user account and login credentials to access the eDMR system. For more
information on North Carolina's eDMR system, registering for eDMR and obtaining an
eDMR user account, please visit the following web page:
http: / / deg.nc. gov / about / divisions /water -resources / edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system
shall make the following certification [40 CFR 122.221. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
7 certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fines and
imprisonment for knowing violations. "
5. Records Retention [Supplements Section D. (6.1]
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years
from the date of the report. This period may be extended by request of the Director at any
time [40 CFR 122.41 ] .
Page 10 of 10

Carolina Water Service, Inc. of NC
Sugar Mountain WWTP
Latitude: 36° 07' 56" N USGS Grid: Valle Crucis
Longitude: 81° 51' 07" W Permitted Flow: 0.500 MGD
Receiving Stream: Flattop Creek Drainage Basin: Watauga River Basin
Stream Class: C Sub -Basin: 04-02-01
Facility r-
I
Location
(not to scale)'
North NPDES Permit No. NCO022900
Avery County

NPDES Permit Standard Conditions
Page I of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar DU
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
Version 1110912011.1

NPDES Permit Standard Conditions'
Page 2 of 18
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWR or "the Division"
The Division of Water Resources, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Version 1110912011.1

NPDES Pennit Standard Conditions
Page 3 of 18
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Pen -nit Issuing; Authority
The Director of the Division of Water Resources.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply
The Permittee must comply with all conditions of this pen -nit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Penmittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the pen -nit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
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imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class 1 penalty assessed not to exceed
$37,500. Penalties for Class H violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part H.C.4), "Upsets" (Part ILC.S) and 'Power Failures"
(Part H.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Pennittee must apply for and obtain a new permit [40 CFR 122.41(b)].
10. Expiration of Permit
The Pennittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing pen -nit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Penmittee that does not have a pen -nit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Si ng atoa Requirements
All applications, reports, or information submitted to the Pen -nit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge
of a principal business function, or any other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating
facilities, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.221.
b. All reports required by the pen -nit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.221
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
7 certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility offines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class 11, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Pennittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.13.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)1: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.410)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
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NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or puinp hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.nedenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to. the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the pennitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215. 1 (b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Penmittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part ll.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. Availabilityof Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2) or in Section 309 of the Federal Act.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that primarily collect or treat municipal or domestic wastewater and have
an average annual flow greater than 200,000 gallons per day shall provide an annual report to the Permit Issuing
Authority and to the users/customers served by the Permittee (NCGS 143-215.1C). The report shall summarize the
performance of the collection or treatment system, as well as the extent to which the facility was compliant with
applicable Federal or State laws, regulations and rules pertaining to water quality. The report shall be provided no
later than sixty days after the end of the calendar or fiscal year, depending upon which annual period is used for
evaluation.
The report shall be sent to:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 ing/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part II of this permit, the following defmitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part H or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [I 5A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
2. Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts II.D and II.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(.1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906'(b)(4)]
5. Industrial. User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations, sampling protocols; reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The.
Permittee, shall maintain_a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all IUDs. Permitted ]UP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .090% .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-2I5.67(a)]
6. Authorization to Construct (AtC
The Permittee shall ensure that an Authorization to Construct permit. (AtC) is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (I.UP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
2.15.1(a)(8)]
7. POTW Inspection & 'Monitoring of their IUs
The, Permittee shall conduct inspection, surveillance, and monitoring activities as: described in its. Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users,
compliance with applicable pretreatment: standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and.
e. At least once per year, document an evaluation of any non -significant categorical Industrial User .for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8'. IU Self Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and 0905;, 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.121]
9'. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards.
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies,, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [1;5A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Perm ttee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting, annual
reports, Modified Pretreatment Programs developed under 15A NCAC 02H 1.0904 (b) may be required to submit a
partial amnial report or to meet with Division personnel periodically to discuss enforcement of pretreatment,
requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following
address:
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NC DENR / Division of Water Resources / Water Quality Permitting, Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1" ofeach year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Suminaa (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (lUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data SummaM Fonns IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the. Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
lUs in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SIUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public. Notice
The Permittee shall publish annually a. list of Industrial Users (lUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC. 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [15A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Version 1110912011.1

Carolina Water Service
of North CarolinaT°"
I\ %
October 1, 2019
`'later Quality Regional Operations
Asheville Regional Office
Mr. G. Landon Davis
Regional Supervisor
Division of Water Resources
Water Quality Regional Operations Section
2090 U.S. Hwy 70
Swannanoa NC, 28778
Re: Sugar Mountain WWTP
NPDES- NCO022900
Tracking Number NOV-2019-MV-0137
Mr. Davidson,
We are in receipt of your letter concerning the above referenced matter and would
like to take this opportunity to provide some additional information.
Monitoring Violations — We were required to collect a Total Nitrogen and Total Phosphorus
sample with between January- June 2019 and failed to collect these samples. This was an over
site by our ORC. This is not being taken lightly and is being addressed with our staff. Here at
Carolina Water Service of North Carolina, we take great pride staying within compliance, and
we are committed to the environmental stewardship of our facility. We will be making sure that
moving forward this problem will not recur. Please accept this letter as demonstration of our
continued efforts to insure compliance.
• 4944 Parkway Plaza Blvd. Ste 375 • Charlotte, North Carolina 28217 800-525-7990

have any further questions or if I can provide any additional information please do
to contact me at [e-mail] or by telephone (0) (828)
898-4348 or (C) [phone]
Sincerely,
Neil Reece
Area Manager
CC: Tony Konsul
Bryce Mendenhall
Brent Milliron

WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM (WPCSOCC)
= - ° - `J NCAC 15A 8G .0201
Press TAB to enter information
Permittee Owner/Officer Name: Carolina Water Service of NC
Mailing Address: PO Box 240908
City: Charlotte
Phone: [phone]
State: NC Zip: 28224
Email Address: tonv-konsul(C-carolinavvaterservicenc.com
Date: ' { 1 a,0l a
Facility Name: Sugar M fain Perm2TEW.1r,
022900
County: Avery YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION p i min J !,
Facility Type: WW
Facility Grade: III
OPERATOR IN RESPONSIBLE CHARGE (ORC)
Print Full Name: Christian A. Montgomery
Certificate Type: WW
Certificate Grade: III
6­..'
Water Quality Regional Operations
Asheville Reaionai nffiro
Work Phone: [phone]
Certificate #: 1002140
Email Address: [e-mail]
Signature: Effective Date: _"r. 2 0 , / r
"I certify that I agree to my designation as the Ope ato in Responsible Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC
Print Full Name: Harold Kenneth Whitaker Work Phone: [phone]
Certificate Type: WW Certificate Grade: II Certificate #:1006356
Email Address: harold.whitaker(a-carolinawaterservicenc.com
Signature: �"b, ,"-' 4_4_� Effective Date: '? . 0T i I
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email
WPCSOCC, 1618 Mail Service Center, Fax: [phone]
ORIGINAL to:
Raleigh, NC 27699-1618
Mail or Fax
Asheville
Fayetteville
Mooresville
Raleigh
a COPY to:
2090 US Hwy 70
225 Green St., Suite 714
610 E. Center Ave., Suite 301
3800 Barrett Dr.
Swannanoa, NC 28778
Fayetteville, NC 28301-5043
Mooresville, NC 28115
Raleigh, NC 27609
Fax: [phone]
Fax:[phone]
Fax:[phone]
Fax:[phone]
Phone: [phone]
Phone,910-433-3300
Phone:[phone]
Phone:[phone]
Washington
Wilmington
Winston-Salem
943 Washington Sq. Mall
127 Cardinal Dr.
45 W. Hanes Mall Rd.
Washington, NC 27889
Wilmington, NC 28405-2845
Winston-Salem, NC 27105
Fax:[phone]
Fax:[phone]
Fax:[phone]
Phone:[phone]
Phone:[phone]
Phone:[phone]
Revised412016

WPCSOCC Operator Designation Form (continued) Page 2
Facility Name: Sugar Mountain Permit #: NCO022900
BACKUP ORC
Print Full Name: Michael Heath Wiseman Work Phone:[phone]
Certificate Type: WW
Email Address: michael.wiseman
Certificate Grade: II Certificate #:1007218
D.carolinawaterservicenc.com
Signature:�Effective Date: %- 2 1
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC;
Print Full Name: Travis Thomas Work Phone:[phone]
Certificate Type: WW
Email Address: travis.thomas
Signature: �,.�✓
Certificate Grade: III
roli na;wafOservicenc. com
Certificate #:1008200
Effective Date: . c� ! q
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC
Print Full Name: Ronnie Neil Reece Work Phone:[phone]
Certificate Type: WW
Certificate Grade: IV
Email Address: neil.reece(&-carolinawaterservicenc.com
Certificate #:1007647
Signature: Effective Date: ZZ
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Print Full Name:
Certificate Type: Select
Email Address:
Signature:
BACKUP ORC`
Certificate Grade: Select
Work Phone:
Certificate #:
Effective Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Revised 412016

®, Carolina Water Service
of North CarolinaT"
June 3, 2019
Mr. G Landon Davidson
Regional Supervisor
Division of Water Resources
Water Quality Regional Operation Section
2090 U.S. 70 Highway
Swannanoa, NC 28788
Ref: Sugar Mountain — NCO022900
NOV-2019-PC-0401
Compliance Inspection of May 9, 2019
Mr. Davidson,
[Water
Vv1:.Ir Rocourccs
UN - 6 2019
pilly Pnr;Eor ai O�erattons
e.°
I am writing to provide further information regarding the above -mentioned inspection that occurred on
May 9, 2019.
Carolina Water Service of North Carolina (CWSNC) has recently completed an assessment of all
our wastewater treatment plants. We are in the process of compiling a capital needs project list
which will cover the next ten years. We have also asked our corporate HSE team to evaluate
and recommend temporary repairs above what is currently present.
The staff of CWSNC takes great pride in the compliance and environmental stewardship of our
facility. Should you have any further questions or if I can be of any further assistance please do
not hesitate to contact me at [e-mail] or by telephone at
704-319-0523.
Since Ly,
Ton Konsul'
Director of Operations
• 4944 Parkway Plaza Blvd. Ste 375 9 Charlotte; North Carolina 28217 9 800-525-7990

VYr�r R�sv�rr�es;,,
Certified Mail # 7017 2620 0000 9759 5251
Return Receipt Requested
February 27, 2018
Matthew Klein
Carolina Water Service Inc of North Carolina
PO Box 240908
Charlotte, NC 28224
SUBJECT: NOTICE OF VIOLATION & INTENT TO ASSESS CIVIL PENALTY
Tracking Number: NOV-2018-LM-0019
Permit No. NCO022900
Sugar Mountain WWTP
Avery County
DearPermittee:
RUY Ct�O�F�:
IVIICi3AEL S �REGAN
'S'�cr�ta
LEA-pt,,MP„ PP R
�'au`�tr»t Z}irscf or
A review of the December 2017 Discharge Monitoring Report (DMR) for the subject facility revealed the
violation(s) indicated below:
Limit Exceedance Violation(s):
Sample Limit Reported
Location Parameter Date Value Value Type of Violation
001 Effluent Coliform, Fecal MF, MFC Broth, 12/28/2017 400 4,500 Daily Maximum Exceeded
44.5 C (31616)
Monitoring Violation(s):
Sample
Location Parameter Date
Monitoring
Frequency Type of Violation
001 Influent Flow, in conduit or thru treatment 12/22/2017 Continuous Frequency Violation
plant (50050)
001 Influent Flow, in conduit or thru treatment 12/25/2017 Continuous Frequency Violation
plant (50050)
Please discontinue the use of the Drop -down Box for the "No Reporting Reason" for "Continuous Flow" or other
parameters. Per your NPDES Permit, Continuous Flow must be reported 365 days per year. Send a revised EDMR
with the flows to Raleigh per the EDMR Guidebook, "Facility Reporting Guide."
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28778
828-296-4500

A Notice of Violation/Intent to Issue Civil Penalty is being issued for the noted violation of North Carolina General
Statute (G.S.) 143-215.1 and the facility's NPDES WW Permit. Pursuant to G.S. 143-215.6A, a civil penalty of
not more than twenty-five thousand dollars ($25,000.00) may be assessed against any person who violates or
fails .to act in accordance with the terms, conditions, or requirements of any permit issued pursuant to G.S.
143-215.1.
If you wish to provide additional information regarding the noted violation, request technical assistance, or
discuss overall compliance please respond in writing within ten (10) business days after receipt of this Notice.
A review of your response will be considered along with any information provided on the submitted Monitoring
Report(s). You will thenbe notified of any civil penalties that may be assessed regarding the violations. If no
response is received in this Office within the 10-day period, a civil penalty assessment may be
prepared.
Remedial actions should have already been taken to correct this problem and prevent further occurrences in the
future. The Division of Water Resources may pursue enforcement action for this and any additional violations of
State law. If the violations are of a continuing nature, not related to operation and/or maintenance problems,
and you anticipate remedial construction activities, then you may wish to consider applying for a Special Order by
Consent.
Reminder: Pursuant to Permit Condition 6 in Section E, the Permittee is required to verbally notify the Regional
Office as soon as possible, not to exceed 24 hours, from first knowledge of any non-compliance at
the facility including limit violations, bypasses of, or failure of a treatment unit. A written report may
be required within 5 days if directed by Division staff. Prior notice should be given for anticipated or
potential problems due to planned maintenance activities, taking units off-line, etc.
If you have any questions concerning this matter or to apply for an SOC, please contact Janet Cantwell of the
Asheville Regional Office at 828-296-4500.
Sincerely,
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
Cc: DWR Laserfiche
G:\WR\WQ\AverylWastewater\Municipal\Sugar Mtn 22900\Violatlons&Enforcernents\02272018_NC0022900_NOVN012018LM0019.rtf

MIT NO.: NCO022900
ITY NAME: Sugar Mountain WWTP
WNER NAME: Carolina Water Service Inc of North
Carolina
GRADE: WW-3
eDMR PERIOD: 12-2017 (December 2017)
MIT VERSION: 5.0
CLASS: WW-3.
ORC: Christian Alexander Montgomery
ORC HAS CHANGED: No
VERSION: 1.0
I [IT STATUS: Active
( ITY: Avery
ORC CERT NUMBER: 1005239
STATUS: Processed
SAMPLING LOCATION: EFFLUENT DISCHARGE NO.: 001 NO DISCHARGE*: NO
e
iu
F
e
E.
o
O
q
a
z`
00010
00400
50060
C0310
C0610
C0530
31616
00300
C0600
5 X week
3 X week
3 X week
3 X week
3 X week
3 X week
3 X week
3 X week
Semi-annually
Grab
Grab
Grab
Composite
Composite
Composite
Grab
Grab
Composite
TEMP-C
pH
CHLORINE
HOD - Cone
NH3-N-Cone
TSS-Coot
FCOLI BR
DO
TOTAL N-
2400 clock
Hrs
2400 clock
Hrs
Y/B/N
deg
su
ug/l
mg/1
mg/1
mg/I
#/]OOm
mg/1
mg/I
1
13:05
1
y
10
2
11:13
n
3
16:22
n
4
9:18
24
9:18
2
y
10
6.4
<28
8.2
5
9:32
24
9:00
1
b 1
10
6.7
<28
5.2
<0.2
<5
4
10.1
6
9:46
24
9:30
2
y
9
7
<28
2
<0.2
<5
1
7.6
7
12:30
1
y
9
4.6
< 2
< 5
1
8
11:09
1
y
8
9
ENV WTHR
10
15:38
n
11
9:45
24
9:15
2
y
7
6.7
< 28
8.9
12
10:05
24
9:47
2
y
6
7.5
< 28
2.1
0.43
< 5
< 1
9.4
13
10:35
24
12:58
2
y
6
7
<28
5.6
0.74
<5
<1
9.6
14
14:10
2
y
6
5.1
1.16
< 5
1
15
7:35
1
b
7
16
8:36
y
17
9:00
y
1s
8:33
2
y
B
6.7
<28
9.4
19
10:05
24
8:42
2
y
8
17.2
<28
< 2
< 0.2
<5
14
8.4
20
11:40
24
11:26
12
y
9
2
0.31
<5
1
21
13:55
24
8:44
2
y
9
7
<28
<2
0.64
<5
<1
8.3
22
13:36
n
HOLIDAY
23
9:35
n
24
4:10
n
25
3:15
n
HOLIDAY
26
10:10
2
y
8
27
13:05
24
16:05
1
y
7
6.2
<28
9.9
28
14:45
24
8:55
1
y
1
5
7
1<28
14.9
5.6
<5
4500
9.5
29
10:37
1
y
6
6.7
<28
19.3
0.55
13
2
9.4
30
7:47
1
y
31
1148
n
Monthly Average Limit:
30
30
200
Monthly Average:
7789474
0
5.527273
0.857273
1.181919
3,299155
9.059333
Daily Maximum:
10
7.5
jo
19.3
5.6
13
4500
10.1
Daily Minimum:
5
6.2
0
0
0
0
0
7.6
No Reporting Reason: ENFRUSE = No Flow-Reuse/Recycle; ENV WTHR = No Visitation - Adverse Weather; NOFLO W = No Flow; HOLIDAY = No Visitation - Holiday
PIC ��oti
z�z��l� 1V , T.6i2,- Lm - PO/9

NPDES PERMIT NO.: NCO022900 'ERMIT VERSION: 5.0
FACILITY NAME: Sugar Mountain WWTP CLASS: WW-3.
OWNER NAME: Carolina Water Service Inc of North ORC: Christian Alexander Montgomery
Carolina
GRADE: WW-3 ORC HAS CHANGED: No
eDMR PERIOD: 12-2017 (December 2017) VERSION: 1.0
RMIT STATUS: Active
COUNTY: Avery
ORC CERT NUMBER: 1005239
STATUS: Processed
SAMPLING LOCATION: INFLUENT DISCHARGE NO.: 001
q
e
F
_
5
U
�
E
3
F2
9
�
Y
a
Z
50050
Continuous
Recorder
2400
an
mgd
1
0.11
2
0.11
3
0.15
4
0.08
5
930
24
0.11
6
940
24
0.11
7.
1330
24
0.12
8
0.1
9
0.13
10
0.13
11
0.08
12
1000
24
0.12
13
1030
24
0.12
14
1420
24
0.12
i5
0.08
16
0.12
17
0.14
18
0.13
19
1135
24
0.16
20
1350
24
0.17
21
1356
24
0.16
22
HOLIDAY
23
0.1
24
0.17
25
HOLIDAY
26
0.21
27
0.27
28
0.15
29
1440
24
0.28
30
1542
24
0.13
31
0.4
Monthly Avenge Limit:
Monthly Average:
0.146897
Daily Maximum:
0.4
Daily Minimum:
0.08
"'• No Reporting Reason: ENFRUSE = No Flow-Reuse/Recycle; ENV WTHR = No Visitation - Adverse Weather; NOFLOW = No Flow; HOLIDAY = No Visitation - Holiday

MIT NO.: NC0022900
VNEIR
AME: Sugar Mountain W WTP
ME: Carolina Water Service Inc ofNorth
Carolina
GRADE: WW-3
eDMR PERIOD: 12-2017 (December 2017)
COMPLIANCE STATUS: Non -Compliant
MIT VERSION: 5.0
CLASS: WW- _
O C: C� hristian lA exander Montgomery
ORC HAS CHANGED: No
VERSION: 1.0
CONTACT PHONE #: [phone]
P; [IT STATUS: Active
(' [TY: Avery
ORC CERT NUMBER: 1005239
STATUS: Processed
SUBMISSION DATE: 01/08/2018
O1/08/2018
ORC/Certifier Signature( -- Ronnie Neil Reece E-Mail:[e-mail] Phone #:[phone] Date
By this signature, I certify that this report is accurate and complete to the best of my knowledge.
The permittee shall report to the Director or the appropriate Regional Office any noncompliance that potentially threatens public health or the environment.
Any information shall be provided orally within 24 hours from the time the permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the permittee becomes aware of the circumstances.
If the facility is noncompliant, please attach a list of corrective actions being taken and a time -table for improvements to be made as required by part II.E.6 of
the NPDES permit.
O1/08/2018
Permittee/Submitter Signature:*** Tony J Konsul E-Mail:[e-mail] Phone #:[phone] Date
Permittee Address: 291 Norwood Hollow Rd Banner Elk NC 28604 Permit Expiration Date: 09/30/2022
I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed
to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who managed the
system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for
knowing violations.
LAB NAME: water Quality / carolina water service
CERTIFIED LAB #: 544/ 5191
PERSON(s) COLLECTING SAMPLES: Christian Montgomery
CERTIFIED LABORATORIES
PARAMETER CODES
Parameter Code assistance may be obtained by calling the NPDES Unit [phone] or by visiting http://portal.ncdenr.org/web/wq/swp/ps/npdes/forms.
FOOTNOTES
Use only units of measurement designated in the reporting facility's NPDES permit for reporting data.
* No Flow/Discharge From Site: Check this box if no discharge occurs and, as a result, there are no data to be entered for all of the parameters on the DMR
for entire monitoring period.
** ORC on Site?: ORC must visit facility and document visitation of facility as required per 15A NCAC 8G .0204.
* * * Signature of Permittee: If signed by other than the permittee, then delegation of the signatory authority must be on file with the state per 15A NCAC 2B
.0506(b)(2)(D).

NPDES PERMIT NO.: NCO022900
FACILITY NAME: Sugar Mountain WWTP
OWNER NAME: Carolina Water Service Inc of North
Carolina
GRADE: WW-3
eDMR PERIOD: 12-2017 (December 2017)
Report Comments:
'ERMIT VERSION: 5.0
CLASS: WW-3.
ORC: Christian Alexander Montgomery
ORC HAS CHANGED: No
VERSION: 1.0
Out of compliance on fecal 12-28-17. Week 5 on sampled twice that week due to lab being closed for the holiday
RMIT STATUS: Active
COUNTY: Avery
ORC CERT NUMBER: 1005239
STATUS: Processed

WATER POLLUTION CONTROL SYSTEM OPERATOR DESIG
NCAC 15A 8G .0201
Press TAB to enter information
tree owner/officer Name: Carolina Water Service of NC
Mailing Address: PO Box 240908
City: Charlotte
Email Address: [e-mail]
Facility Name: Sugar Mountai
County: Avery
TI O NIUVWM CC)
NOV 2 9 2017
Ashev"r ;
State: NC Zip: 28224
Date: -1z
Permit # NCO022900
YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION OF SYSTEM:
Facility Type: WW
Facility Grade: III
OPERATOR IN RESPONSIBLE CHARGE(ORC)
Print Full Name: Christian A. Montgomery Work Phone: [phone]
Certificate Type: WW
Certificate Grade:
Email Address: [e-mail]
Certificate #: 1002140
Signature: �li�yLl��� Effective Date:
1 certify that l agree to my designation as the OperaCor in�'sponsible Charge for the facility noted. 1 understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
DisciplinaryActions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC
Print Full Name: Robby Woody Work Phone: [phone]
Certificate Type: WW Certificate Grade: If Certificate #: 988319
Email Address: [e-mail]
Signature: Effective Date: //-if 7
"I certify that 1 agree.to my designation as a Back-up Operator in Responsible Charge for the facility noted. l understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email
WPCSOCC, 1618 Mail Service Center, Fax: [phone] Er
ORIGINAL to:
Raleigh, NC 27699-1618
Mail or. Fax
Fayetteville
Mooresville
a COPY to:
Hwy 70
rFax:
225 Green St., Suite 714
610 E. Center Ave., Suite 301
oa, NC 2877
Fayetteville, NC 28301-5043
Mooresville, NC 28115
299-7043
Fax:[phone]
Fax:[phone]
28-296-4500
Phone:[phone]
Phone:.[phone]
Washington
943 Washington Sq. Mall
Washington, NC 27889
Fax: [phone]
Phone:[phone]
Wilmington
127 Cardinal Dr.
Wilmington, NC 28405-2845
Fax: [phone]
Phone: [phone]
Winston-Salem
45 W. Hanes Mall Rd.
Winston-Salem, NC 27105
Fax: [phone]
Phone: [phone]
Raleigh
3800 Barrett Dr.
Raleigh, NC 27609
Fax: [phone]
Phone: [phone]
Revised 412016

Operator Designation Form (continued)
Jame: Sugar Mountain
Permit #:
�,R-
f `or;ourCMSIO� o2ecas
NOV 2 9 2017
NCO022900
Water oi-imMo,, Rc ,ional Operations
BACKUP ORC
I Name: Ronnie Neil Reece Work Phone:[phone]
to Type: IMN
Email Address
Signature:
Certificate #:1002150
[e-mail]
Effective Date:
Certificate Grade: Il
"I certify that/ agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP ORC
Print Full Name: Work Phone:
Certificate Type: Select
Email Address:
Certificate Grade: Select
Certificate #:
Signature: Effective Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
13ACKUP_ORC
Print Full Name: Work Phone:
Certificate Type: Select Certificate Grade: Select Certificate #:
Email Address:
Signature:
Effective Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the. ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP-ORC.
Print Full Name: Work Phone:
Certificate Type: Select Certificate Grade: Select Certificate #:
Email Address:
Signature:
Effective Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. 1 understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC asset forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Revised 412016

WATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION FORM (WPCSOCC)
NCAC 15A 8G .0201
Press TAB to enter information
Permittee Owner/Officer Name: Carolina Water Service of NC
Mailing Address: PO Box 240908
city: Charlotte State: NC
Email Address: tjkonsu
Signat
Facility Name: Sugar Moun aiL
County: Avery
YOU MUST SUBMIT A SEPARAi`E FORM FOR EACH TYPE AND CLASSIFICA
Facility Type: WW
Facility Grade: III
Phone:
Zip: 28224
Date: nj l j 3 � 1
Permit # NCO022900
iiFz: 4(__'A'E1!'V ED
Division of Water Resources
OF SYSTEM:
SEP 1 5 2017
_.iffifil Upw
OPERATOR IN RESPONSIBLE CHARGE -(OR) Asheville P,egior al nffice
Print Full Name: Ronnie Neil Reece, Work Phone: [phone]
Certificate Type: WW Certificate Grade: III Certificate #: 1002150
Email Address: [e-mail]
Signature: �` " "{ j' v Effective Date: 1 —/ 7 - 17
"1 certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. 1 understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G..0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
.: BACKUP ORC
Print Full Name: Robby Woody Work Phone: [phone]
Certificate Type: WW
Email Address: [e-mail]
Certificate Grade: II
Certificate #: 988319
Signature: %./��o Effective Date:
'1 certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. l understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email WPCSOCC, 1618 Mail Service Center, Fax: [phone] EEMW ker.Pa anin*@nc . Mgg
ORIGINAL to: Raleigh, NC 27699-1618
Mail or Fax Asheville
a COPY to: 2090 US Hwy 70
Swannanoa, NC 28778
Fax: [phone]
Phone:.[phone]
Washington
943 Washington Sq" Mall
Washington, NC 27899
Fax: [phone]
Phone: [phone]
Fayetteville
225 Gteen St., Suite 714
Fayetteville, NC 28301-5043
Fax: [phone]
Phone: [phone]
Wilmington
127 Cardinal Dr.
Wilmington, NC 28405-2845
Fax: [phone]
.Phone: [phone]
Mooresville Raleigh
610 E. Center Ave., Suite 301 3800 Barrett Dr.
Mooresville, NC 28115 Raleigh, NC 27609
Fax:[phone] Fax:[phone]
Phone:[phone] Phone:[phone]
Winston-Salem
45 W. Hanes Mall Rd.
Winston-Salem, NC 27105
Fax: [phone]
Phone: [phone] Revised 4/2016

cJbcs v-oA � 2 �
UtilitiEs, Incur
Wastewater Treatment anti Collection
Performance Annual Reports
Sugar Mountain
Carolina Water Service, Inc. Of NC
January 1, 2015-December 31, 2015
P.O. Box 240908
Phone: [phone]
Charlotte, NC 28224 www.uiwater.com

General Information
Service Area:
All areas within Village of Sugar Mountain boundaries
Applicable Permits:
Type
NPDES Permit Number
Area Manager
Phone
Wastewater Treatment Facility
NCO022900
Rex Woody
800-525-7990
Collection System
WQCS00174
Rex Woody
800-525-7990
Description of Collection and Treatment Systems:
Operation and maintenance of the wastewater collection system consisting of, at the time of permit
Issuance, approximately 5.6 miles of gravity sewer, approximately 2.0 miles of force main, and 9 duplex
stations serving 1,091 customer connections.
The operation of a 0.50 million gallons per day (MGD) wastewater treatment plant consisting of an
extended aeration plant, one common equalization basin, three separate plants operating in parallel (1)
0 .3 MGD plant and (2) 0.1 MGD plants. Each Plant consists of an Aeration Basin, Clarifier, Sludge
Holding tank, disinfection, and dechlorination equipment and post aeration.
TREATMENT PROCESS FLOW CHART
nooming wastewatee Ft4'H
.i5„Td1Sfk� $�t�a CtBriG�f -( , DFsnlreLtlUn
Return Activated Sludge to Aeration or
WaSte-Aetivated Sludge to SOT
• Trua[ud Effluent
Oecanl �
Sludge to Qirposal �— —
1. Preliminary Treatment — Removes debris which could damage plant equipment.
2. Secondary Treatment — Removes organic matter through biological oxidation and settling.
3. Advanced Treatment — Removes solids, nitrogen, phosphorus, and other pollutants such as color and metals.
4. Disinfection — Removes organisms which might cause disease.
5. Solids Handling — Treats the solids removed from the wastewater to allow safe and economical disposal.

Summary of Collection System Performance:
During 2015, we collected and treated an average of 44.7 million gallons of wastewater. During that
time period, we are happy to report that we successfully collected and treated 100% of all wastewater
without any sanitary sewer overflows (SSOs) in our community.
Key Performance:
• 4,012 feet of sewer pipe were cleaned in 2015.
• Installed new pump guide rails at 2 of 13 Lift Stations.
• There are 9 duplex Lift Stations serving the Village Of Sugar Mountain Subdivision. Each lift
station is checked three times a week with maintenance conducted as needed as well as
emergency generator testing, wet well cleanings, and emergency/routine repairs being
conducted periodically.
• All 9 duplex lift stations are continuously monitored using a telemetry missions system that will
notify our staff of any issues 24/1.
• Annually each Lift Station is inspected using our 56 Point safety checklist.
o As part of our Asset Management Program, an Annual Maintenance Checklist is conducted to
determine that equipment is performing at peak efficiencies.
• Our staff throughout the year manually conducts manhole inspections, documents deterioration
(if any) due to corrosive atmospheric conditions.
• We have instituted an infiltration and inflow (I&I) program. The purpose of the I&I program is to
keep unwanted storm water from entering the collection system. Infiltration and inflow, is a clear
indicator that there could be broken pipes, uncovered sewer laterals, or someone illegally
connected to the collection system.
• As a proactive measure, we educate our customers of our concerns of Fats, Oil, and Grease. Your
help in what is put down the drain greatly prevents clogs due to grease buildups and improves
our overall collection system. These grease buildups can result in SSO's.
• Our staff Is continually monitoring and clearing rights of way (ROW's). These ROW's normally are
in low lying creeks and wooded areas. ROW's need to be cleared to ensure easy access during
emergency situations.
® In an effort to better serve our customers, our staff participates in serving our communities by
being a part of a service day program that benefits everyone in the community. Companywide
we logged 251 employees who together served a total 2,008 hours in our communities.
Summary of Wastewater Facility Performance:
It is our goal and standard at Utilities Inc. to meet 100% of our NPDES permit discharge limits. We
evaluate our treatment processes daily to ensure that goal is obtained. Our overall compliance for 2615
was 99.8%. Our permit requires us to continually monitor the effluent to determine if the treatment
processes are working effectively. This monitoring consists of sampling at various points in the
treatment process. These samples include: Flow measurement of how much wastewater enters and

then is discharged from our plant, Biological Oxygen Demand (BOD), Total Suspended Solids, Fecal
Coliform, Total Ammonia, Total Residual Chlorine, Temperature, Total Nitrogen, pH, Total Phosphorous,
Dissolved Oxygen, Chronic Toxicity.
A Total of 1,830 compliance samples were conducted on an annual basis. During 2015, there was three
Chronic Toxicity exceedances resulting in a 70% compliance for that parameter. It was suspected that
road salting in the winter weather with infiltration into the collection system caused the exceedances.
Our staff is committed to a standard of excellence by ensuring a safe and clean facility while maintaining
regulatory compliance. No known adverse effects have been noted on the environment or receiving
streams.
II. Violation Summary
January
Chronic Toxicity exceedance.
February
Chronic Toxicity exceedance.
March
No violations/deficiencies noted.
April
Chronic Toxicity exceedance.
May
No violations/deficiencies noted.
June
No violations/deficiencies noted.
July
No violations/deficiencies noted.
August
No violations/deficiencies noted.
September
No violations/deficiencies noted.
October
No violations/deficiencies noted.
November
No violations/deficiencies noted.
December
No violations/deficiencies noted.

lll. Notification
Customers will be notified of the availability of this report with a message on their bills and copies will
be provided upon request.
IV. Certification
I hereby certify that the information contained in this report is accurate and complete to the best of my
knowledge.
Signature:
Date:
Printed Name
Martin Lashua
Title:
Vice President of Operations NC/TN

NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 19, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED: 7012 2210 0002 3534 9045
Mr. Martin Lashua
Carolina Water Services Inc. of N.C.
P.O. Box 240908
Charlotte, NC 28224-0908
SUBJECT: NOTICE OF VIOLATION: NC NOV-2015-TX-0010
Whole Effluent Toxicity (WET) Testing
NPDES Permit No. NCO022900
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
Donald van der Vaart
Secretary
This is to inform you that a review of your toxicity self -monitoring report for the month of April 2015 indicates a violation of the toxicity limitation
specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your efforts may
include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents of effluent toxicity, isolate
the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that North
Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting Requirements.
Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports.(DMRs) and Aquatic Toxicity (AT) Test Forms. We
encourage you to review this information; if it would be helpful to discuss this situation or possible solutions to resolve effluent toxicity
noncompliance, please contact me at (919 743-8442 or Mr. John Giorgino with this office at (919) 743- 8441.
Sincerely,
Cindy Moore, Supervisor Aquatic Toxicology Branch
Water Sciences Section
Division of Water Resources, NCDENR
t.:. _
CC' L-aridon Davidson Asheville Regional Office
Jeff Menzel- Asheville
Aquatic Toxicology Branch
Central Files
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal.ncdenr.org/webtwgthome
An Equal Opportunity 1 Affirmative Action Employer
REECEiV1HD
Division of Water Resources
JUN 2 6 2015
Water Ouality Regional Operations
Asheviiie Regional Of -lice

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Branch at [phone] or another Branch representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Resources
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT' form) must be submitted to the following address:
North Carolina Division of Water Resources
Water Sciences Section
1623 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Water Sciences Section no later than 30 days after the end of the reporting period (eg, January
test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January 1-June 30, then you must provide
written notification to the Water Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Water Sciences Section
at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will occur.
➢ If your facility•is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Resources, you may consider submitting your toxicily test
results certified mail, return receipt requested to the Water Sciences Section.
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal.ncdenr.org/web/wq/home
An Equal Opportunity 1 Affirmative Action Employer

A4ja
a
C DENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 19, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED: 7012 2210 0002 3534 9045
Mr. Martin Lashua
Carolina Water Services Inc. of N.C.
P.O. Box 240908
Charlotte, NC 28224-0908
SUBJECT: NOTICE OF VIOLATION: NC NOV-2015-TX-0010
Whole Effluent Toxicity (WET) Testing
NPDES Permit No. NCO022900
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
Donald van der Vaart
Secretary
This is to inform you that a review of your toxicity self -monitoring report for the month of April 2015 indicates a violation of the toxicity limitation
specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your efforts may
include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents of effluent toxicity, isolate
the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that North
Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting Requirements.
Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports.(DMRs) and Aquatic Toxicity (AT) Test Forms. We
encourage you to review this information; if it would be helpful to discuss this situation or possible solutions to resolve effluent toxicity
noncompliance, please contact me at (919 743-8442 or Mr. John Giorgino with this office at (919) 743- 8441.
Sincerely,
Cindy Moore, Supervisor Aquatic Toxicology Branch
Water Sciences Section
Division of Water Resources, NCDENR
cc: Landon Davidson- Asheville Regional Office
Jeff - un— el- As' ,hev i c, � =_' r
Aquatic Toxicology Branch
Division o�Water 31: L) es
Central Files F
JUN 2 6 2015
Water Ouality RcQ?ona! Operations
1623 Mail Service Center, Raleigh, North Carolina 276 -1623 Ashevilie Fenio
Location: 4401 Reedy Creek Road, Raleigh, North Carolina
Phone: [phone] FAX: [phone]
Internet: portal. ncdenr.orglweblwq/home
An Equal Opportunity1 Affirmative Action Employer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Branch at [phone] or another Branch representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Resources
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original ."AT" form) must be submitted to the following address:
North Carolina Division of Water Resources
Water Sciences Section
1623 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Water Sciences Section no later than 30 days after the end of the reporting period (eg, January
test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January I -June 30, then you must provide
written notification to the Water Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Water Sciences Section
at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will occur.
➢ If your facility•is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Resources, you may consider submitting your toxicity test
results certified mail, return receipt requested to the Water Sciences Section.
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal. ncdenr.orglweb/wg1home
An Equal Opportunity 1 Affirmative Action Employer

Aja
NCDE®\�®®
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 18, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED: 7012 2210 0002 3534 9199
Mr. Martin Lashua
Carolina Water Services Inc. of N.C.
P.O. Box 240908
Charlotte, NC 28224-0908
SUBJECT: NOTICE OF VIOLATION: NC NOV-2015-TX-0010
Whole Effluent Toxicity (WET) Testing
NPDES Permit No. NCO022900
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
Donald van der Vaart
Secretary
This is to inform you that a review of your toxicity self -monitoring report for the month of February 2015 indicates a violation of the toxicity
limitation specified in your NPDES Permit.
The facility will be receiving a Civil Penalty Assessment within a few weeks. Please call with any questions concerning this or other matters.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your efforts may
include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents of effluent toxicity, isolate
the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that North
Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting Requirements.
Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic Toxicity (AT) Test Forms. We
encourage you to review this information; if it would be helpful to discuss this situation or possible solutions to resolve effluent toxicity
noncompliance, please contact me at (919 743-8442 or Mr. John Giorgino with this office at (919) 743- 8441.
Sincerely,
0': J\A / K � N
Cindy Moore, Supervisor Aquatic Toxicology Branch
Water Sciences Section
Division of Water Resources, NCD ff
j? F
Division of Water Resources
cc: Landon Davidson- Asheville RZgional Office
Jef " enzel- Asheville
Aquatic Toxicology Branch
Central Files
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal. ncdenr.org/web/wgthome
An Equal Opportunity 1 Affirmative Action Employer
JUN 2 6 2015
Water Ouality Reqional Operations
Asheville Recioral OMC?

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Branch at [phone] or another Branch representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to: .
North Carolina Division of Water Resources
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the following address:
North Carolina Division of Water Resources
Water Sciences Section
1623 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Water Sciences Section no later than 30 days after the end of the reporting period (eg, January
test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January I -June 30, then you must provide
written notification to the Water Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Water Sciences Section
at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Resources, you may consider submitting your toxicity test
results certified mail, return receipt requested to the Water Sciences Section.
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal.ncdenr.org/weblwgmome
An Equal Opportunity 1 Affirmative Action Employer

A4j;A
�—
NCDEN
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 18, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED: 7012 2210 0002 3534 9199
Mr. Martin Lashua
Carolina Water Services Inc. of N.C.
P.O. Box 240908
Charlotte, NC 28224-0908
SUBJECT: NOTICE OF VIOLATION: NC NOV-2015-TX-0010
Whole Effluent Toxicity (WET) Testing
NPDES Permit No. NCO022900
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
Donald van der Vaart
Secretary
This is to inform you that a review of your toxicity self -monitoring report for the month of February 2015 indicates a violation of the toxicity
limitation specified in your. NPDES Permit.
The facility will be receiving a Civil Penalty Assessment within a few weeks. Please call with any questions concerning this or other matters.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your efforts may
include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents of effluent toxicity, isolate
the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that North
Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting Requirements.
Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic Toxicity (AT) Test Forms. We
encourage you to review this information; if it would be helpful to discuss this situation or possible solutions to resolve effluent toxicity
noncompliance, please contact me at (919 743-8442 or Mr. John Giorgino with this office at (919) 743- 8441.
cc: Landon Wavidson- Asheville Reglonal_Lflf ace
Jeff Menzel- Asheville
Aquatic Toxicology Branch
Central Files
Sincerely,
a'L lv(.�N
Cindy Moore, Supervisor Aquatic Toxicology Branch
Water Sciences Section
Division of Water Resources�­NCDENR
n °j water Resources !
r
JUN 2 6 2015 '
bva.e
r
c onal0neration '.
1623 Mail Service Center, Raleigh, North Carolina 27699-1623 "' = ';" _ ' %fig„ S
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607 — .!
Phone: [phone] FAX: [phone]
Internet: portal.ncdenr.orglweb/wglhome
An Equal Opportunity 1 Affirmative Action Employer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Branch at [phone] or another Branch representative at the same number.
➢ The peermittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
The reporting of whole effluent toxicity testing data is a dual ree uirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Resources
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the following address:
North Carolina Division of Water Resources
Water Sciences Section
1623 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Water Sciences Section no later than 30 days after the end of the reporting period (eg, January
test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January 1-June 30, then you must provide
written notification to the Water Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Water Sciences Section
at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Resources, you may consider submitting your toxicity test
results certified mail, return receipt requested to the Water Sciences Section.
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal.ncdenr.org/web/wgmome
An Equal Opportunity 1Affrmative Action Employer

A"J�LA.
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 7, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED: 7012 2210 0002 3534 9106
Mr. Martin Lashua
Carolina Water Services Inc. of N.C.
P.O. Box 240908
Charlotte, NC 28224-0908
SUBJECT: NOTICE OF VIOLATION: NC NOV-2015-TX-0008
Whole Effluent Toxicity (WET) Testing
NPDES Permit No. NCO022900
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
Donald van der Vaart
Secretary
FE( i i4""
Division of Waler Resources
APR 3 0 2015
Water.0uality Regional Operations
Ashe,vilie Regional Ciiice —
This is to inform you that a review of your toxicity self -monitoring report for the month of January 2015 indicates a violation of the toxicity
limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your efforts may
include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents of effluent toxicity, isolate
the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that North
Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting Requirements.
Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic Toxicity (AT) Test Forms. We
encourage you to review this information; if it would be helpful to discuss this situation or possible solutions to resolve effluent toxicity
noncompliance, please contact me at (919 743-8442 or Mr. John Giorgino with this office at (919) 743- 8441.
cc: Landon Davidson- AshevilleAegional Office
QtTTeffMepzel= Asheville ' • � -!
Aquatic Toxicology Branch
Central Files
Sincerely,
aura
Cindy Moore, Supervisor Aquatic Toxicology Branch
Water Sciences Section
Division of Water Resources, NCDENR
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal.ncdenr.org/webtwq/home
An Equal Opportunity 1 Affirmative Action Employer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Branch at [phone] or another Branch representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Resources
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the following address:
North Carolina Division of Water Resources
Water Sciences Section
1623 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Water Sciences Section no later than 30 days after the end of the reporting period (eg, January
test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January 1-June 30, then you must provide
written notification to the Water Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Water Sciences Section
at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
a
➢ To determine if your AT test forms were received on time by the Division of Water Resources, you may consider submitting Your toxicity test
results certified mail, return receipt requested to the Water Sciences Section.
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal.ncdenr.orglweblwq(home
An Equal Opportunity 1 Affirmative Action Employer

NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 7, 2015
CERTIFIED MAIL
RETURN RECEIPT REQUESTED: 7012 2210 0002 3534 9106
Mr. Martin Lashua
Carolina Water Services Inc. of N.C.
P.O. Box 240908
Charlotte, NC 28224-0908
SUBJECT: NOTICE OF VIOLATION: NC NOV-2015-TX-0008
Whole Effluent Toxicity (WET) Testing
NPDES Permit No. NCO022900
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
Donald van der Vaart
Secretary
PECEIVED
Division of Water Resources
APR 3 0 2015
Water Quality Regional Operations
As' evifle Regional Office
This is to inform you that a review of your toxicity self -monitoring report for the month of January 2015 indicates a violation of the toxicity
limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your efforts may
include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents of effluent toxicity, isolate
the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that North
Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting Requirements,
Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic Toxicity (AT) Test Forms. We
encourage you to review this information; if it would be helpful to discuss this situation or possible solutions to resolve effluent toxicity
noncompliance, please contact me at (919 743-8442 or Mr. John Giorgino with this office at (919) 743- 8441.
Sincerely,
/q �_. 9 �_�)Pl
Cindy Moore, Supervisor Aquatic Toxicology Branch
Water Sciences Section
Division of Water Resources, NCDENR
cc: a>xdo'n Davidson"iM_ fieyille Regional OO fce
Jeff Menzel- Asheville
Aquatic Toxicology Branch
Central Files
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal.ncdenr.org/web/wq/home
An Equal Opportunity 1 Affirmative Action Employer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Branch at [phone] or another Branch representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Resources
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the following address:
North Carolina Division of Water Resources
Water Sciences Section
1623 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Water Sciences Section no later than 30 days after the end of the reporting period (eg, January
test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January 1-June 30, then you must provide
written notification to the Water Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Water Sciences Section
at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Resources, you may consider submitting your toxicity test
results certified mail, return receipt requested to the Water Sciences Section.
1623 Mail Service Center, Raleigh, North Carolina 27699-1623
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone]
Internet: portal.ncdenr.org/webtwq/home
An Equal Opportunity 1 Affirmative Action Employer

-A LVM
'T
dA pp�� ,
E R
North .Carolina D.epartment,of R*onrn.ent and Natural Resources
pat McCrory John Skvar(a,. (II
�G�ovemor
SE`. ecretary
Aprii.4, 2014,,
CEATIFIED MAIL: 7012 2210 0002 3534 8413
RETURN RECEIPT REQUESTED:
Mr, Martin Lashua,
Carolina l?Vater,Services
P'.O. BoxN6.908
Chaciotte, NC 28224-0908
SUBJECT: NOTICE:OF VIOLATI iM..NOV-20.1-4-TXo027_
Whole Effluent Tgxicity„(VET) Testing
.NPDE&P'6rmit No NCO022900
Sugar Mountain Utilities WWTP;
AvetyCounty
Dear Mr. Lashua:
This'is to i rin you that a review,ofyour toxicity self-monifoking;report form fox. th=onih of Januaiy 2014,indicates a violation of
the toxic tydimitation specified in -your NPDES Permit:
You hould:take,whatever remedial actions "are necessary to eliminate'theconditions;causing the effluent toxicity violation(s), Your
efforts may include conductmg aToxicy.Reductian Evaluation (TRE), a'site-specific study designed to identify the causative agents
of efiluent.tozicity, isolate ttie. sources of toxicity; evaluate the effecdvenessoftoxicity control options; and confirm reductions in
effluent toxicity Please be aware that North `Carolina General Statutes fovide-for assessment of civilpenult es:for violations of
NPDES permit limitations and requirements.
The reverse side of this Notice contains important, information concerning "your Whole Effluent Toxicity Monitoring and,Reporting
Requirements. Please..note appropriate mailing, addresses-jor submst#�ng your Discharge, -Monitoring., eports; (DMRs) and Aguafic
Toxicity, (AT), Test. Forms.We: encourage you to'review this'infdhnattori .'if "it would be' helpful "to discuss this situation or;possi6le
solutions,to resolve effluent toxicity noncompliance, please coniad mi..John Giorgino'whli this office at (919)' 743- 8441,...
Sincerely,
Cindy Moore;,;Supervisof Aquatic,Toxicology Branch
Division of Water Resources, NCDENR
cc: Chuck Cranford-- Asheville Regional.' -
Office
Jeff Menzel Asheville Regional;Office:
Central Files
UVater Sciences�Sectiom
1'621 Mail"Service Center,Raleigh, North Carolina 27699-16 -i
Location: 440f Reedq Creek Road,'Raleigh, North Carolina 27607
Phone:[phone].FAXi`919-743",8517
Internet: portal:nctlenrorgiwebiwq✓hoine
An`Equai Oppoh6n'l ya,Affirtnagv'e AcB6h Employer

WHOLE: EFFLUENT TOXICITY•MONiTORING AND REPORTING INFORMATION
The following items are provided in an effort to assist you with identifying,critical and sometimes overlooked toxicity, testing and reporting
information. Please.take time to review this information. The items below do not address or include all the toxicitylesting and reporting
reguiremerts contained in your NPDES permit. If you should have any, questions about your toxicity testingrequirement, please'contact.Mr.
John Giorgtvowith'the Aquatic Toxicology Branch at [phone] or another Branch representative at the -same number..
The,permittee isie'sponsible for ensuring that toxicity testing- s.conducted accoiding-to'the permit requirement and that toxicity report forms are
appropriately filed..
The reporting of whole effluent toxicity -testing data.is a, dual. requirement.. All toxicitytest results mustbe entered (with the appropriate
parameter code) on your monthly -Discharge Monitoring Report which is submitted to:
North Carolina.Division.of Water. Resources
Central Files
1617 Mail Service'Center
Raleigh, NC 27699-46.17
,INADDITION
Toxicity test data:(original " AT form) must,be submitted to the following address'
North Carolina.Division of Water Resources
Water Sciences' Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
9 Toxicity test results shall ne rueu wrrn
test result'is due -,by the end of February).
(eg; January
Toxicity test condition_ language contained in your NPDES permitmay require use of multiple concentration toxicity testing upon•failure of any
single quarterlyaoxicity'test. if the mitial.pass/fail test fails or'if the chronic value is lower than the permit limit,, hen at least two multiple
concentration toxicitytests (one per month) will be conducted over•the following two -months. As many analyses as can be completed will be,
accepted. If your NPDES permit does not•require,use pf multiple concentration toxicity testing upon failure. of any, single quarterly test, you
may choose to.conduct either single concentration toxicity testing or muldple-concentiation toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up. multiple concentritionaoxicity testing will influence the Division's enforcement response.
Toxicity testing months are specified by -the NPDES Permit, except for NPDES Permits Which -contain episodic toxicity monitoring
requirements (eg; if the testing'months specified in your NPDES permit 'are March, June;. September, and December,.. then toxicity testing must
be conduciedduring"these months).
➢ IfyourNPDES Permit specifiesepisodic monitoring and your facility does not have a discharge from.January 1-June'30, then you must provide
written notification to the Water Sciences Section by June.30. that a;discharge:did;npt occur during the.•first six -months -of the calendar year.
If you'receive notification from your°.contract laboratory that a,test was invalidated, you should immediately notify the'Water Sciences Section
af(919)'7434401 and provide.written documentation.indicatingwhy the -test was invalidated and the date when,follow-up,testing will occur.
9 If yout`facility is requ red to conduct toxicity testing -during a.:month in which no discharge: occurs; you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the montb/year of•the subject report.
You should`also write"No Flow" on the AT form, sign the form and submit following nbrmal procedures.
➢• The Aquatic Toxicity Test•forms shallbe. signed by the facility's'Operator in Responsible Charge (ORC) except for -facilities which have-not
received a facility classif cation. In these,cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed bythe performing lab supervisor..
To determine if your AT test forms were received on time by the Division ofWater Resources, you may consider submitting your toxicity test
results certified mail, return receipt requested to th6Water Sciences Section.
Water Sciences` section
'1621 Mail Service Center, Ralegh;.North Carolina 27699-1621.
Location: 4401,Re0y-Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: 919_43.8517
lntennet: portal.ncdenr.org/weblwglhorre
An Equal Opporfunityl_Affirmative Action Employer

Division of Water Resources
January 27, 2017
MEMORANDUM
To: Landon Davidson
Water Quality Regional Operations, ARO
Through: Cindy A. Moore
Supervisor, Aquatic Toxicology Branch (ATB)
From: Carol Hollenkamp
Quality Assurance Officer, Aquatic Toxicology Branch (ATB)
Subject: Whole effluent toxicity test results
Sugar Mountain Utilities WWTP
NPDES Permit #•NC0022900/001
Avery County
The aquatic toxicity test using flow -proportional composite samples of effluent discharged from the Sugar
Mountain Utilities has been completed. Sugar Mountain Utilities has a permitted effluent discharge of
0.5 million gallons per day (MGD) entering Flattop Creek (7Q10 of 0.3 CFS). Whole effluent samples were
collected on January 10 and January 12 by Daniel.Boss, Linda Wiggs and facility representative Darrell
Young for use in a chronic Ceriodaphnio dubia pass -fail toxicity test. The test passed. Toxicity test
information follows.
_ .. Test Type
Test Concentrations
Test Result
Control Survival
Control Mean Reproduction
Test Treatment Survival
Treatment Mean Reproduction
First Sample pH
First Sample Conductivity
First Sample Total Residual Chlorine
Second Sample pH
Second Sample Conductivity
Second Sample Total Residual Chlorine
3-Brood Ceriodaphnia dubia-chronic pass -fail
72%
Pass
100%
26.7 neonates
92%
27.1 neonates
6.52 SU
549 micromhos/cm
<0.1 mg/L
6.57 SU
602 micromhos/cm
<0.1 mg/L
Test results for the above samples indicate that the effluent would not be predicted to have water quality
impacts. These samples were split with ETS, Inc. The test conducted ETS, Inc also passed. Please contact
us if you have any questions or if further effluent toxicity monitoring is desired. We may be reached at
[phone].
Basin: WAT01
cc: Linda Wiggs (ARO), DanielBoss

- Div. Of Water Quality Region
TONICITY SAMPLE COLLECTION FOCI[ page I of FRO 1M RO RRO WaRO WiRO WSRO
Facility/Water Body of �� -.
NPDES # NC 0 0 Outfall #
County-o- Basin/Sub-basin
Receiving Stream
C JL,.
Collector(s) (print)
), i r, J 1 t.
�rJ
rt s C e-1.1
Grab. Sample ❑ Composite Sample 5;r Composite Type:
❑ Constant Time/Constant Volume: samples/hour for hours
Flow Proportional S ,o L
Sampling Equipment Used: ❑ DWQ Portable Sampler or Facility's Sampler
Date Began Time Began Date End I Time End
Sampling Site 611J TP
Description
Container: ❑41 (1 gal) PE cubitainer MOther.(describe) O z,.6r # of contoners
_
Chlorinated: 'Yes ❑ No Collected on Ice or in Refrigerated Sampler: FVJ Yes ❑ No Shipped on Ice: ® Yes ❑ No
1 Method of Shipment: Courier ® Bus ❑ Staff ❑ Other (explain):
r D"ate/time of transfer to shipper or courier box:
Comments:
/ r
131, 5(
bol
[2/-S lit" sample, splitting lab name: zh T1
D_ id DWQ staff erfor_m the s lit?
If NO, then did DWQ staff witness the lit?
Collector(s)
$igtiature:
A yU c ..
Date: v
Aaaitional sample handlet records: i - //
Relinquished by:
Received by:
Date:
Time:
Relinquished by:
Received by:
Date:
Time:
Relinquished by:
Received by:
Date:
Time:
Relinquish d by:
Received by:
Date:
Time:
DWQ/Environmental Sciences Section
Aquatic Toxicology Unit Use street address only if shipping Fed& or UPS
1621 Mail Service Center Street address: 4401 Reedy Creek Road
Raleigh, NC 27699-1621 Raleigh, NC 27607
ESS Courier #: 520101 phone: [phone]

NC JDETNR - Div. Of Water Qua.0
TOXICIrY SAMPLE COLLECTION FORM - page 2of 2
TTV
Sample Ne
-
Temperature
receipt°C
Red
on lee
RECEIVED
dat
tiro:
b7
from
CONIDUCTIVITt
mhos/cm - µmhos/cm
date
time
by
TIiC,
mg/L
date
time
by
Lal
Comments:
Additional Fotes (include date, time, signature, with notes):
Sampling instructions
1. SPLIT TESTS: Make sure the collector fills out, prints, and signs both the ATU sample collection form and the facility/contract
laboratory Chain of Custody (COC) form. If one person collects the sample, and another individual splits the sample, both should
sign the COC and the ATU sample collection form. All information on both COC and the ATU sample collection form should agree
(i.e., the date/time/signature for the collector, relinquished by/date/time, site description, pipe #, etc.) ATU uses only "true" splits for
certified laboratory evaluations. A split sample is a single, well mixed, equally divided, composite or grab sample, sent to different
laboratories to conduct whole effluent toxicity tests. A well mixed sample before each'/a pour is critical to keep any effluent solids
from settling to the.bottom. DWQ staff should be there to observe and .instruct the facility staff in the collection/split process to
insure the sample is handled correctly. Ideally the DWQ staff should perform the split. If extenuating circumstances (i.e. late sample
collection times, etc.) would make this impractical, it should be noted on the sample collection form that DWQ staff was not present
- ... at.the time of the sample split. If the facility personnel collects and splits the sample, they need to sign the ATU sample collection
form as the collector, and also that they relinquished the sample to DWQ staff. DWQ staff will then need to sign and put the time
that they received the sample. Also, any additional information noted about the sample would be helpful to record on the ATU
sample collection form and the facility's COC (things such as color, smell, floating solids, suspended solids, etc.)
2. The person collecting the sample must sign the form for "Collector (signature)" at the bottom of page 1. Any subsequent transfer of
the sample must be recorded in the "Additional Sampler Handler records". In the "Collectors (print)" section at the top of page 1,
print the name of all collectors involved in the process. If the collector or additional sampler handler is a facility representative,
indicate this on the form.
3. With the adoption of the new chronic toxicity sampling schedule on January 1t, 2011, samples may be collected earlier than 1000
hours. We do request notification, -however, if a sample is to be collected earlier than 0600 hours. The maximum holding time for
chronic toxicity samples is 36 hours for first use and 72 hours from first use'for test renewals. The maximum holding time is M
hours for acute toxicity samples. The holding time for composite samples begins at the time of completion of the 24-hr composite.
4. Rinse sample container with sample before filling.' Completely fill the sample with no air space.
5. Constant Time/Constant Volume composite samples should be at least 100 mLs volume per sample and collected at least every 20
minutes unless the detention time of the facility is >24 hours. More information on types of composites can be found in "NPDES
Permit Standard Conditions".
6. Sample collection material may be tempered glass, polyethylene, perfluorocarbon plastics including Teflon®, 304 or 316 stainless
steel, polypropylene, polyvinylehloride, Tygont or silicone. All non-perfluorocarbon plastics should be discarded after use. DWQ
staff should not reuse non-perfluorocarbon plastics (polypropylene, LDPE, HDPE, polyvinylchloride, etc.) at different facilities for
collecting effluent samples. Tempered glass and perfluorocarbon (Teflon) plastics may be reused after bioassay cleaning.
7. All samples should be iced during collection and transport to ensure a sample holding temperature of <6°C. The sample must be
received at <_6°C or the sample will be invalid. Be sure to completely fill the coolers with ice and use large coolers whenever
posszble. This is particularly crucial for shipping samples during warm weather months. Also, please notify ATU staff if samples
are being mailed in multiple coolers.

rCoUD- Div. Of Water Quality Region
IENR
CITY SAWLE COLLECTION FORM page I of AR® .�R® l�1<R® I31�® �aR®. �6'iR® �SR®
Facili/Watey r Body ' f G �' . G G r L
tt c �� �' ` �:
f.
NPDES #_ FNJQ . 0 a 2 I Qutfall
County U �`�/ Basin/Sub-basinF A'
.0
i
Reediving Stream
Collector(s) (print)
Grab Sample [] Composite Sample Composite Type:
0 Constant Time/Constant Volume: samples/hour for hours
Flow Proportional _. /44
Sampling Equipment Used: ❑ DWQ Portable Sampler or Facility's Sampler
Date Began Time Began Date End Time End
F T_ 17
Sampling Site �vtv j
Description
-Container: 4L. 1 al PE cubita_iner Other describe
.Chlorinated: 0 'Yes ❑ No Collected on Ice or in Refrigerated Sampler: IN Yes [
Method of Shipment: _.Courier Bus [] Staff 0 ,:: Other (explain).;
No
# of containers t
Shipped on Ice: [^ Yes ❑ No .
-------------
e11 1'1
r
"Splif, sample,• •1• lab I.0
If N01 then did DWQ staff witnes
Did DU staff perform the st 's the -split!
C o;- r. a 1
I01-
-411
Collecto.r(s)
Siguature.
Relinquished by:
Received by:
Date:
Time:
Relinquished by:
Received by:
Date:
Time:
Relinquished by- I
Received b :
Date:
Time:.
Relinquished by:
Received b :
Date:
Time:
y. DWQ/Environmental Sciences Section
Aquatic Toxicology Unit
1621 Mail Service Center
Raleigh, NC 27699-1621
ESS Courier #: 520101
Use street address only ifshippingFed& or UPS
street address: 4401 Reedy Creek Road
Raleigh, NC 27607
phone: [phone]

NC DKNR - Div. Of Water Quality
'g'®MCHY SAMPLE COLLECTION FORM- a e 2of 2
A TV
Sample I+Te
i ECEWEE
dat
by
from•
Lal:
Comments:
Temperature
an re&ffit. °C
mhos/cm - µmhos/cmh
date
A.dditionaI Notes (include date, time, signature, with notes):
time
Red
on Yee
TRC,
mg/L
date
time
Sampiini; instruefions
L SPLIT VESTS: Make site the collector fills out, prints, and signs both the ATU sample collection form and the facility/contract
laboratory Chain of Custody (COC) form. If one person collects the sample, and another individual splits the sample, both should
sign.the CO.0 and the ATU sample collection form. All information on both COC and the ATU sample 'collection form should agree
(i.e., the date/time/signature for the collector, relinquished by/date/time, site description, pipe #, etc.) ATU uses only "true" splits for
certified laboratory evaluations. A split sample is a single, well mixed, equally divided,- composite or grab sample, sent to different
laboratories to conduct whole effluent toxicity tests. A well mixed sample before each 1/4 pour is critical to keep any effluent solids
from seftling to the .bottom. DWQ staff should be thereto observe'and instruct the facility staff in the collection/split process to
insure the sample is handled correctly. Ideally the DWQ staff should perform the, split. If extenuating circumstances (Le. late sample
collection times, etc.) would make this impractical, it should be rioted on the sample collection form that DWQ staff was not present
at the time of the sample split. If the facility personnel collects' and splits the sample, they need to sign the ATU sample collection,-
form as the collector, and also that they relinquished the sample to DWQ staff. DWQ staff will then need to sign and put the time
that they received the sample. Also, any additional information noted about the sample would be helpful to record on the ATU
sample collection form and the facility's COC (things such as color, smell, floating solids, suspended solids, etc.)
2. The person collecting the sample must sign the form for "Collector (signature)" at the bottom of page 1. Any subsequent transfer of
the sample must be recorded in the "Additional Sampler Handler records". In the "Collectors (print)" section at the top of page 1,
print the name of all collectors .involved in the process. If the collector or additional sampler handler is a facility representative,
indicate this on the form.
3. With the adoption of the new chronic toxicity sampling schedule on January V' 2011, samples maybe collected earlier than 1000
hours. We do request notification, -however; if a sample is to:be collected earlier than 0600 hours.. The maximum holding time for
chronic toxicity samples is 36 hours far first use and 72 hours from Est use"for test renewals. The maximum holding time is 36
hours for acute toxicity samples. The holding time for composite samples begins at the time of completion of the 24-hr composite.
4. Rinse. sample container with sample before filling.' Completely fill the sample with no air space.
5. Constant Time/Constant Volume composite samples should be at least 100 mLs volume per sample and collected at least every 20
minutes unless the detention time of the facility'is >24 hours. More information on types of composites can be found in "NPDES
Permit Standard Conditions".
6. Sample collection material may be tempered glass, polyethylene, perfluorocarbon plastics including Teflon®, 304 or 316 stainless .
steel, polypropylene, polyvinylebloride, Tygoe, or silicone. All non perfluorocarbon plastics should be discarded after use. DWQ
staff should not reuse non-perfluorocarbon plastics (polypropylene, LDPE,. HDPB, polyvinylehloride, etc.) at different facilities for
collecting effluent samples, Tempered glass and perfluorocarbon (Teflon plastics may be reused after bioassay cleaning.
7. _ All samples should be iced during collection and transport to ensure a sample holding temperature of :!�6°C. The sample must be
received at <6°C or the sample will be invalid. Be sure to completely fill the coolers with ice and use large coolers whenever
possible. This is particularly crucial for shipping samples during warm weather months. Also, please notify ATU staff if samples
are being mailed in multiple coolers.

VWATER POLLUTION CONTROL SYSTEM OPERATOR DESIGNATION. FORM (wN,cca W S S
Permittee Owner/Officer Name:
Mailing Address:
City: Charlotte
Email Address:
Signature:
Facility Name: Sugar Nio
County: Avery
NCAC 15A 8G .0201
Press TAB to enter information
Carolina Water Service of NC „
PO Box 240908 Phone:- - 0
State: NC Zip: 28224
iwater.com
Date: 2'
1 Permit # NCO022900
YOU MUST SUBMIT A SEPARATE FORM FOR EACH TYPE AND CLASSIFICATION OF SYSTEM:
Facility Type: WW
Facility Grade: III
OPERATOR • IN LCHARGE
Print Full Name: Ronnie Neil Reece
Certificate Type: WW
Email Address: rare
corn
Certificate Grade: IiI
Work Phone: [phone]
Certificate #: 10021.50
Signature: Effective Date:
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. !.understand and will abide by the
rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
BACKUP .ORC
Robb Wood Work Phone: [phone]
Print Full Name: Y Y
Certificate Type: WW
Certificate Grade:.11
Certificate # 988319
Email Address: [e-mail]
Effective Date: j = /7
Signature:
"I certify that I agree to my designation a5 a ack-up operator in Responsible Charge for the facility noted. 1 understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Mail, fax or email WPCSOCC,1618 Mail Service Center, Fax: [phone] Ernest: ceainrG
ORIGINAL to: Raleigh, NC 27699-1618
Mail or Fax Asheville
a copy to: 2090 US IiWy70'
Swannanoa, NC 28778
Fax: [phone]
Phone: [phone]
Washington
943 Washington Sq. Mall
Washington, NC 27989
Fax:.[phone]
Phone: [phone]
Fayetteville
225 Green St:, Suite 714
Fayetteville, NC 28301-5043
Fax:[phone]
Phone: [phone]
Wilmington
127 Cardinal Dr.
Wilmington, NC 18405-2845
Fax:[phone]
Phone: [phone]
Mooresville Raleigh
610 E. Center Ave:,_ Suite 301 3800 Barrett Dr.
Mooresville, NC 2811S Raleigh, NC 27609
Fax:[phone] Fax:[phone]
Phone, 704-663-1699 Phone: [phone]
Winstoai-Salem
45 W. Hanes Mall Rd.
Winston-Salem, NC 27105
fax_ 336-776-9797
Phone: [phone] Revised 42ois

WPCSOCC Operator Designation Form (continued)
Facility Name: Sugar Mountain
NEFTIMMEM
Print Full Name: Christian A. Montgomery
Certificate Type: WW Certificate Grade: II
Email Address: [e-mail]
Permit #:
ARDWC PkgSS
IROMOUCE D
Work Phone: [phone]
Certificate #:1002140
Page 2
Signature: i Effective Date:
"l certify that l agree to my designation as a Back-up Ope ator in Responsible Charge for the facility noted. I understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and falling to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Print Full Name:
Certificate -Type: Select
Email Address:
BACKUP ORC
Certificate Grade: Select
Work Phone:
Certificate #:
Signature: Effective Date:
"I certify that I agree to my designation as a Back-up Operator in Responsible Charge for the facility noted. i understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators CertiTication Commission."
Print Full Name:
Certificate Type: Select
Email Address:
BACKUP ®Ft
Certificate Grade: Select
Work Phone:
Certificate ##:
Effective Date:
Signature:
"I certify that 1 agree to my designation as a Back-up Operator in Responsible Charge for.the facility noted. i understand and will abide by
the rules and regulations pertaining to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to-do so.can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Print Full Name:
Certificate Type: Select
Certificate Grade: Select
Work Phone:
Certificate #:
Email Address:
Effective Date:
Signature:
"I certify that I agree to my designation as a Back-up operator in Responsible Charge for the facility noted. 1 understand and will abide by
the rules and regulations pertaining. to the responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
Revised 412016

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
February 7, 2017
Matthew Klein
Carolina Water Service Inc of North Carolina
PO Box 240908
Charlotte, NC 28224
SUBJECT: Bioassay Compliance Inspection
Sugar Mountain WWTP
Permit No: NCO022900
Avery County
Dear Mr. Klein:
Enclosed please find a copy of the Bioassay Compliance Inspection conducted on January 10 and 12, 2017.
Whole effluent samples were gathered from the facility's 24-hour flow -proportional composite sampler and
split between Sugar Mountain staff and the Division of Water Resources staff for use in a chronic Ceriodaphnia
dubia pass -fail toxicity test. The tests using these samples resulted in a pass.
Please refer to the enclosed inspection report for comments. If you or your staff have any questions, please
call me at 828-296-4500.
Sincerely,
Linda Wiggs
Environmental Senior Specialist
Asheville Regional Office
Enc. Inspection Report
cc: Darryl Young, ORC (e-copy)
MSC 1617-Central Files -Basement
rAslzevilTe File-s
G:\WR\WQ\Avery\Wastewater\Municipal\Sugar Mtn 22900\BCI. Jan2017.1tr.docx
State of North Carolina I Environmental Quality I Water Resources
2090 U.S. Highway 70 Swannanoa, NC 28778
828 296 4500

United States Environmental Protection Agency
EPA Washington, D.C.20460
Form Approved.
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 6-31-96
Section A: National, Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspecto- Fac Type .
1 IN 1 2 15 1 3 I NC6022900 I11 12 1i101/10 17
18 i B i 19 i � I 201 I_
-21
Inspection
Work Days Facility Self -Monitoring Evaluation Rating B1 QA
------Reserved----
67
I 71 (r, � 72 L �
70Iu it _I
731 I 174 751 I I I I I I I80
Section B: FacilityData
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
09:15AM 17/01/10
13/02/01
Sugar Mountain WVVTP
Exit Time/Date
Permit Expiration Date
291 Norwood Hollow Rd
Banner Elk NC 28604
09:45AM 17/01/10.
17/09/30
Name(s) of Onsite Representative(s)ffitles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Matthew Klein,PO Box 240908 Charlotte NC 28224//704-525-7990/
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
® Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers
Date
Linda S Wiggsc_ARO WQ#828-296-4500 Ext.4653/
WWW
Daniel J Boss ARO WQ#828-296-4658/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

NPDES yr/mo/day Inspection Type 1
31 NCO022900 I11 12 17/01/10 17 18 11311
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
DWR staff, Linda Wiggs and Dan Boss, performed a split chronic aquatic toxicity 24 hour flow .
proportional composite sampling event on Tuesday 1/10/2017 and Thursday 1/12/2017 using the
facility's sampling equipment.
The DW2 sample resulted in a Pass.
The Sugar Mtn sample was sent to ETS and also resulted in a Pass.
Page# 2

NCDENK
North.Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Charles Wakild, P.E.
Director
January2, 2013
Mr. Martin Lashua
Carolina Water Service, Inc. of North Carolina
P. O. Box 240908
Charlotte, NC 28224
Dee Freeman
Secretary
3='r RECEIVED
?
N.C. Dept, of ENR
Winston-Salern
a Regional Office
Subject: Issuance of NPDES Permit NCO022900
Carolina Water Service, Inc. of North Carolina ug Moi�,nlalt TP
W a County
Dear Mr. Lashua:
Division personnel have reviewed and approved your application for renewal of the subject permit. Accordingly,
we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the
U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently amended).
This final permit includes no significant changes from the draft permit sent to you on October 10, 2012.
Correction has been made to the facility description, as requested in your December 4, 2012 e-mail message.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to you,
you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of this
letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North
Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to
obtain other permits which may be required by the Division of Water Quality or permits required by the Division
of Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that
may be required.
If you have any questions concerning this permit, please contact Bob Sledge at telephone number (919) 807-
6398, or via e-mail at [e-mail].
tncerel ,
U
harles Wakild, P.E.
cc: Central Files
I I,,pNiiist6dSa-letnlZegional Office/Surface Water Protection Section
NPDES File -- - - - _ - —
RECEIVE®
J A N 3 0 2013
DWQ/Surface Water Protection Section
Asheville Regional nAr,—
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
One
NorthCarolina
@'tima'lly

Permit NCO022900
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
Carolina Water Service, Inc. of North Carolina
is hereby authorized to discharge wastewater from a facility located at the
Sugar Mountain WWTP
291 Norwood Hollow Road
Norwood Hollow, SE of Banner Elk
Avery County
to receiving waters designated as Flattop Creek in the Watauga River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts
I, H, III and IV hereof.
This permit shall become effective.February 1, 2013.
This permit and authorization to discharge shall expire at midnight on September 30, 2017.
Signed this day January 2, 2013
G'
Ch,les akild, P.E., Director
Dion of Water Quality
By Authority of the Environmental Management Commission

Permit NCO022900
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
Carolina Water Service, Inca of North Carolina
is hereby authorized to:
Continue to operate an existing 0.50 MGD wastewater treatment system with the following
components:
e One common equalization basin
® Three separate plants operating in parallel
o 1— 0.3 MGD plant
o 2 — 0.1 MGD plants
e Each plant has
o Aeration Basin
o Clarifier
o Sludge holding tank
o Liquid sodium hypochlorite disinfection
o Liquid sodium bisulfite Dechlorination, and
o Post aeration
e One common, combined flow meter
The facility is located in Norwood Hollow, southeast of Banner Elk, at 291 Norwood Hollow Road,
in Avery County.
2. After receiving an Authorization to Construct from the Division of Water Quality, construct the
necessary facilities to increase the plant capacity to 1.0 MGD.
3. Discharge from said treatment works at the location specified on the attached map into Flattop
Creek, classified C waters in the Watauga River Basin.

Permit NCO022900
13
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,1
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1.,� '� •,� � \ f��!-�-� ��rtr .._�'� "*'FY"� --£ III. �j
f f!d .m ,�_1j� :. _ 1 iY)LI f.l
Carolina Water Service Inc. of NC'
9
Sugar Mountain WWTP
Facility
Location
Latitude: 36° 07' 56" N State Grid: Valle Crucis
Longitude: 81 ° 51' 07" W Permitted Flow: 0.500 MGD
Receiving Stream: Flattop Creek Drainage Basin: Watauga River Basin
Stream Class: C Sub -Basin: 04-02-01
not to scale
NPDES Permit No. NCO022900
North Avery County

Permit NCO022900
A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning on the effective date of this permit and lasting until expansion above 0.5
MGD or expiration, the Permittee is authorized to discharge from outfall 001. Such discharges shall be
limited and monitored by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
Pammeter Code
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample Locations
Flow 50050
0.50 MGD
Continuous
Recording
Effluent
BOD, 5-day (20°C) C0310
30.0 mg/L
45.0 mg/L
3/Week
Composite
Effluent
Total Suspended Solids C0530
30.0 mg/L
45.0 mg/L
3/Week
Composite
Effluent
NH3 as N
April 1— October 31 C0610
12.0 mg/L
35.0 mg/L
3Meek
Composite
Effluent
NH3 as N
November 1— March 31 C0610
Monitor and Report
3Meek
Composite
Effluent
Dissolved Oxygen2 00300
Monitor and Report
3/Week
Grab
Effluent
Dissolved Oxygen2 00300
Monitor and Report
Variable'
Grab
Upstream &
Downstream
Fecal Coliform (geometric mean) 31616
200/100 mL
400/100 mL
3/Week
Grab
Effluent
Total Residual Chlorine3 50060
24 ug/L
3Meek
Grab
Effluent
Temperature (°C) 00010
Monitor and Report
Daily
Grab
Effluent
Temperature (°C) 00010
Monitor and Report
Variables
Grab
Upstream &
Downstream
Total Nitrogen
NO2+NO3+TKN C0600
Monitor and Report
Semi -Annually
Composite
Effluent
Total Phosphorus C0665
Monitor and Report
Semi -Annually
Composite
Effluent
Chronic Toxicity4 TGP3B
Monitor and Report
Quarterly
Composite
Effluent
pH5 00400
Monitor and Report
3Meek
Grab
Effluent
Footnotes:
Upstream = 100 feet above discharge location; Downstream = at NC Highway 194. Upstream and
downstream sampling are to be performed 3/Week during the months of June, July, August and September
and once/week during the rest of the year.
The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L from April 1 —
October and not less than 5.0 mg/L from November 1— March 31.
The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the
permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina
certified laboratory (including field certified), even if these values fall below 50 µg/L.
Chronic Toxicity (Ceriodaphnia) P/F at 72%, April, July, October and January; See A.(3).
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

Permit NCO022900
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
During the period beginning upon expansion above 0.5 MGD and lasting until expiration, the Permittee
is authorized to discharge from outfall 001. Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT CHARACTERISTICS
Parameter Code
LIMITS
MONITORING' REQUIREMENTS
Monthly
'Average
Daily
Maximum
Measurement.
Frequency
Sample .
Type
Sample Location l.
Flow 50050
1.0 MGD
Continuous
Recording
Effluent
BOD, 5-day (20°C) C0310
30.0 mg/L
45.0 mg/L
3Meek
Composite
Effluent
Total Suspended Solids C0530
30.0 mg/L
45.0 mg/L
3Meek
Composite
Effluent
NH3 as N
April 1— October 31 C0610
1.2 mg/L
6.0 mg/L
3Meek
Composite
Effluent
NH3 as N
November 1— March 31 C0610
2.2 mg/L
11.0 mg/L
3Meek
Composite
Effluent
Dissolved Oxygen2 00300
Monitor and Report
3/Week
Grab
Effluent
Dissolved Oxygen2 00300
Monitor and Report
Variable'
Grab
Upstream &
Downstream
Fecal Coliform (geometric mean) 31616
200/100 mL
400/100 mL
3Meek
Grab
Effluent
Total Residual Chlorine3 50060
20 ug/L
3Meek
Grab
Effluent
Temperature (°C) 00010
Monitor and Report
Daily
Grab
Effluent
Temperature (°C) 00010
Monitor and Report
Variables
Grab
Upstream &
Downstream
Total Nitrogen
NO2+NO3+TKN C0600
Monitor and Report
Quarterly
Composite
Effluent
Total Phosphorus C0665
Monitor and Report
Quarterly
Composite
Effluent
Chronic Toxicity4 TGP313
Monitor and Report
Quarterly
Composite
Effluent
pH5 00400
Monitor and Report
3/Week
Grab
Effluent
Footnotes:
1. Upstream = 50 feet above discharge location. Downstream = 2 miles below discharge location at NCSR
194. Upstream and downstream sampling are to be performed 3/Week during the months of June, July,
August and September and once/week during the rest of the year.
2. The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L from April 1 —
October and not less than 5.0 mg/L from November 1— March 31.
3. The Division shall consider all effluent TRC values reported below 50 µg/L to be in compliance with the
permit. However, the Permittee shall continue to record and submit all values reported by a North Carolina
certified laboratory (including field certified), even if these values fall below 50 µg/L.
4. Chronic Toxicity (Ceriodaphnia) P/F at 84%, April, July, October and January;, See A.(4).
5. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

Permit NCO022900
A.(3). CHRONIC TOXICITY PERMIT LIMIT (QRTRLY) Until expansion above 0.5 MGD
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 72%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions. The tests will be performed during the months of January, April, July and October. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the
permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two
following months as described in "North Carolina Phase H Chronic Whole Effluent Toxicity Test Procedure"
(Revised -.February 1998) or subsequent, versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 36 days
after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility
name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the
comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited
above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid
test and will require immediate follow-up testing to be completed no later than the last day of the month following the
month of the initial monitoring.

Permit NCO022900
A.(4.) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY) Upon expansion above 0.5 MGD
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 84%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions. The tests will be performed during the months of January, April, July and October. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the
permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two
following months as described in "North Carolina Phase H Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP313 for the
pass/fail results and THP313 for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days
after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream. -
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility
name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the
comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited
above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls, shall
constitute an invalid test and will require immediate follow-up testing to be completed no later than the last
day of the month following the month of the initial monitoring.

DES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
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(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
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Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comply_
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
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imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part II.C.4), "Upsets" (Part II.C.S) and "Power Failures"
(Part H.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge
of a principal business function, or any other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating
facilities, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
7 certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least. weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class H, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph C.
(1) of this section.
5. Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)1: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitorinjj and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.41(j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
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NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the penmitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215. 1 (b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.611 or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.S and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2) or in Section 309 of the Federal Act.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C). The
report shall summarize the performance of the collection or treatment system, as well as the extent to which the
facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality. The
report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon which
annual period is used for evaluation.
The report shall be sent to:
NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plant's treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
"notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section 1). Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the defmitions in Part H of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part 11 or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [I 5A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts II.D and H.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
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enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC. 02H .0903(b)(10), .0905, and
40906(b)(4)]
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance. with NCGS 143-215.I, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations, sampling protocols, reporting requirements; appropriate standard and special.
conditions, and compliance schedules as necessary for the installation of treatment and control technologies to
assure that: their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. '[15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct (AtQ
The Perinittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with :all_
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
2.15.1(a)(8)]
7. POTW .Inspection & Monitoring of their lUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in: its Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Penuittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e) and
c. At least once per year, document an evaluation of 'any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3 (v)(2), and either continue or revoke the designation as non-
significant.
8. IU Self Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.12]
9. Enforcement Response Plan (ERP).
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards'
as set forth in 40 CFR 403.5 and 15.A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response.
Plan (ERP) approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR).
The Permttee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual.
reports, Modified Pretreatment Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following
address:
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NC DENR / Division of Water Quality / Surface Water Protection Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program SummM (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report. (SNCR)
A list. of Industrial Users (lUs) in significant noncompliance (SNC) with pretreatment requirements; and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data. Summary Forms IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be. reported on Industrial Data Summary Forms (IDS'F) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table; new or modified enforcement compliance schedules, public notice of
IUs in SNC, a summary of data or other information related to significant noncompliance determinations for
lUs that are not considered SIUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public. Notice
The Permittee shall publish annually a list of Industrial Users (lUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the,
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC 0211.0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Pennittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatmentprogram. and retain a written description of those current levels of inspection. [I 5A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Version 1110912011

Facility information
NPDES permit #:
Facility name:
WWTP class:
NCO022900
Avery County
Utilities Inc. - Carolina Water Service, Inc. of NC -
Sugar Mountain WWTP
III (rated: 1-26-1994)
WWTP type: 0.500 MGD extended aeration WWTP with influent
Bristol Babcock flow meter; 125,000 gallon flow
equalization basin; dual flow splitter boxes; on`e,
300,000 gallon and two 100,000 gallon aeration
basins, three clarifiers; three sludge holding
tanks; liquid feed sodium hypochlorite
disinfection; liquid feed sodium bisulfate
dechlorination; post aeration; and 155 KW
emergency generator. (Note: The tertiary filters
were removed - 10 years ago.)
Annual Average Flow: (3 year average)
A to C: 8-27-1969 for 0.25 MGD WWTP & sewer coil. sys.
10-11-1982 for 0.5 MGD WWTP
8-18-1997 for 125,000 gallon flow eq. basin
Collection System: WQCS00174 (holistic)
Issued: 12-7-05
Expires: 11-30-13
The collection system consists of 1355 homes (seasonal population)
and serves the village of Sugar Mountain.
The collection system is - 6.76 miles. There are 1.99 miles of
1.5-inch to 6-inch diameter force main; and 4.77 miles of 8-inch
diameter gravity sewer.
The service lines are made of ductile iron (DIP), PVC and Thrust
collar/wall pipe.
On 9-8-2010, - 3100 feet were cleaned .during the annual cleaning.
The next scheduled cleaning event is 9-12-2011.
There haven't been any SSOs from the collection system in 4 years

There are eight lift stations.
#1. Grandfather Center— 25 HP (180 gpd) duplex submersible pumps,
with dual high water alarms and (Sensophone Express) telemetry.
#2. Linville Ridge — 29 HP duplex submersible pumps,
with dual high water alarms and (Sensophone Express) telemetry.
#3. Blue Ridge Village —15 HP duplex submersible pumps,
with dual high water alarms and (Sensophone Express) telemetry.
#4. Misty Woods — 2 HP duplex submersible pumps,
with dual high water alarms and (Sensophone Express) telemetry.
#5. Life Care Center — 5 HP duplex submersible pumps,
with dual high water alarms and (Sensophone Express) telemetry.
#6. Influent Lift station — 20 HP duplex pumps, with dual high water
alarms and (Sensophone Express) telemetry.
#7. The Reserve — 2 HP duplex submersible pumps, with dual high
water alarms, (Sensophone Express) telemetry and diesel
emergency generator.
# 8. Sugar Pointe — 30 HP duplex submersible pumps, with dual high
water alarms and (Sensophone Express) telemetry and
diesel emergency generator.
Emergency generators: There are three portable diesel emergency
generators (two 60 KW and one 100 KW), which are tested weekly
by CWS personnel and serviced and maintained twice a year by
Carolina Energy.
WWTP location: Dick Trundy Lane
Sludge Management: Commercial hauler (Roy Ewing) to the Town of
Mars Hill's WWTP or MSD's WWTP.

Responsible officials:
Responsible " title:
Physical address:
Mailing address:
Phone numbers
Carl Daniel (Vice -President)
Southeast Regional Manager
Martin Lashua, Regional Director
5701 Westpark Drive; Suite 101;
Charlotte, NC 28217
Utilities Inc.; PO Box 240908;
Charlotte, NC 28224-0908
800-525-7990 Utilities Inc. —Customer Service (15 states)
dial main #, then ext 7, for directory of names
847-498-6440 Corporate Office: 2335 Sanders Rd;
847-498-2066 fax Northbrook, IL 60062
800-525-7990
704-525-8174 fax
800-873-2337
800-222-5291
704-525-7990
x
704-525-8174
fax
704-525-7990
x 216
704-319-0517
704-525-7990
x
704-525-7990
x
828-898-2897
828-765-0210
828-898-6962 or 6963
Sn--260-4-1-M-
828-898-5011
Carolina Water Service of NC (Charlotte)
(email: [e-mail])
CWS toll free (Charlotte)
CWS Sugar Mtn. office — to page operators
Carl Daniel, Southeast Regional Manager
Ms. Ronnie Stannis — exe. asst. sec. to Carl
Martin Lashua, Regional Director
" - (email: m 0 lash ua(a-u iwater.com)
Jim Highley, Senior Regional Manager
Tony Konsul, Regional Manager
Rex Woody, ORC; Area Manager (12 employees)
CWS Sugar Mountain; POB 337; Banner Elk, NC
" - cell (email: [e-mail])
- home
" - fax @ CWS Inc.
Darrell Young — cell
"-@WWTP
Randy Pritchard —lift stations
Scott Pritchard
®4 Robby Woody nqq

828-689-9174 Evan McIntosh - on -site operator @ Wolf Laurel
Jody Shuford
828-777-1972 Roy & Aaron Ewing — cleaning coil sys
828-216-8998 "
828-264-2450 Appalachian Pumping
704-932-7662 Gopher Utility — controls and pumps (Charlotte)
828-260-2663 IMCS — controls and pumps
Operator information
WWTP ORC & grade: Rex Junior Woody Cert # 8320 - W/W — III
WWTP Back-up ORC: Richard "Darrell" Young Cert # 29317 — WW- III
Coll Sys ORC: Rex Junior Woody Cert. # 24245 - C/S — III
Coll Sys Back-up ORC: Richard "Darrell" Young 'Cent. # 24206 - C/S — I
Permit information
Date issued:
10-1-10
Expiration date:
9-30-15
Stream information
Stream name:
Flattop Creek
River Basin:
Watauga River Basin
Quad:
Valle Crusis
Grid:
Stream classification:
C
Sub -basin:
04-02-01
IWC:
72%
Average streamflow:
2.0 cfs
Summer 7Q10 cfs:
0.3
Winter 7Q10 cfs:
0.4
30Q2 cfs:
0.6
Drainage area sq mi:
0.86
Other information
Directions: From Asheville, take 1-40 to Hwy 221 North to Hwy
194 toward Banner Elk. The entrance to Sugar
Mountain is on the left, before reaching Banner
Elk. Turn into the entrance and turn left at the
second. road on the left (Dell Road). Follow it to
the end at the CWS office.

300,000 gpd avg
EXISTING FLOW DIAGRAM FOR SUGAR MTN WWTP
500,000 gpd avg
/ Existing Filter 1 Chlorination Dechlorination
r1.
Ex. Bar Screen
Ex. Pump
Station
300,000
500,2va gpd
200,000 gpd avg
nMMH Existing
Splitter
Box
Existing Parshall Flume
T\
Ex Bar Screen
200,000 gpd avg
300,000 gpd avg
Existing
Existing
Filter
Filter
0,000-gpd avg
100,00 gpd avg
Existing Existing `Existing
30000 Gallon 100 00 Gallon '!`100 00 Gallon o n
WWTP i
WWTP
100,000 gpd avg
Existing 100,000 gpd avg
Splitter
Box
Discharge
500,000 gpd avg

300,000 gpd avg DDnDnQCf % CI nlAl ry A f±D Ann C^0 e1 1f%- A o RATAI IAAArrn 61,397)
arge
200,000 gpd avg

Construction Sequence Plan
The entire equalization basin and pump station rebuild can be accomplished without interruption
in treatment. It is expected that construction of the facility will take place during the spring and
summer of 1997. At the Sugar Mountain WWTP flows are very light in the spring and summer.
During the construction of the equalization basin and pump station rebuild the flow to the master
pump station will be closed off and the flow diverted to the two 100,000 gpd facilities through the
existing diversion line. When the pump station rebuild and equalization basin are completed the
flow will be diverted back to the master pump station.
4
-Y

V llas
-------------------
Whaley
Gra
---
-- " ` Valle Crucis
105
Hea Elk Valley o hulls Mills
Ba
er Elk
194
Elk Pa
Suger Mtn _
WWTP
ranberr
1
rwood Hollow
--------------
one Fo
ranberry Gap ----
rand her-Mounta
inneap9lis
221 194
ewland
194
❑Chestnut Dale o inville
Hughes
0
194
o
neol9
a
❑Cross re
199Z DeLorme Mapping
LEGEND
O
State route
Marker
o
Small town
o
Hill
U.S. route
--------.
Boundary
State highway
U.S. highway
Airport
Scale 1:125,000 (at center)
2 Miles
2 KM---]
Sugar Mtn. Location Map
Mag 12.00
Sun Mar 30 11:21:42 1997

Directions to: Sugar Mountain NCO022900
Carolina Water Service: 828-898-5044 WWTP o
898-5011 CWS office ��r��tsY�
2780 Tynecastle Hwy, Banner Elk, NC 28604
From: NC DENR 828-296-4500
2090 US 70 Hwy, Swannanoa, NC 28778
Total Est. Time: 1 hour, 30 minutes
Total Est. Distance: 64.08 miles
Maneuvers Distancela
1: Start out going EAST on US-70 BLACK MOUNTAIN HWY 1.2 miles
toward WALTERS RD.
0-+ 2:Turn RIGHT onto PATTON COVE RD. 0.4 miles
03: Merge onto 1-40 E via the ramp on the LEFT. 12.5 miles
�t 4: Merge onto US-70 via EXIT 72 toward OLD FORT. 11.4 miles
5: Turn LEFT onto US-221 / NC-226. Continue to follow US- 31.0 miles
221.
07�+ 6:Turn RIGHT onto LINVILLE AVE. 1.6 miles
0111 7: LINVILLE AVE becomes NC-105. 4.0 miles
+ 8:Turn LEFT onto NC-184 / TYNECASTLE HWY. 1.7 miles
End at "Reserve At Sugar Mountain"
9' 2780 Tynecastle Hwy, Banner Elk, NC 28604, US
Total Est. Time: 1 hour, 30 minutes Total Est. Distance: 64.08 miles

I '
�QF W A'r ,9 Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
p oleen-H.-Sullins; Directo
rOCT
ivion o� Wa4er Qi�aOctober 15, 2007
19 2007
Mr. Martin LashuaCarolina Water Service, Inc. of NCP.O. BOX 240908 R.OUALITY SECTION
Charlotte, North Carolina 28224-0908LE REGIONAL OFFICE
Subject: Issuance of NPDES .
Permit NCO022900 -
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to
the requirements of North Carolina General Statute 143-21.5.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency dated May 9, 1994 (or as
subsequently amended).
This permit includes no major changes from the draft permit sent to you on August 15, 2007.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you have the right to an adjudicatory hearing upon written request within thirty (30) days following receipt of
this letter. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings (6714 Mail Service Center,
Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to
obtain other permits which may be required by the Division of Water Quality or permits required by the Division of
Land Resources, the Coastal Area Management Act or any other Federal or Local governmental permit that may
be required. If you have any questions concerning this permit, please contact Bob Guerra at telephone number
[phone], extension 539.
Sincerely,
Coleen H. Sullins
Enclosure: NPDES Permit NCO022900
cc: Central Files.
�sheville��Reglonal'Offiee�%Surface,lNater ro�tion
Aquatic Toxicity Section; Susie Meadows
NPDES Unit
"o°�hCaroina
)WA(rallly
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwateEguality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
6n Cnuol (lnnnrh inihdAffirrnnlnin Anfinn Fmnlroror_ Rno% RurnminriH fla/_ Pne} Rnncumer P�ner -

r
Permit NCO022900
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other
lawful standards and regulations promulgated and adopted by the'North Carolina
Environmental Management Commission, and the Federal Water Pollution Control
Act, as amended, the
Carolina Water Services, Inc. of NC
is hereby authorized to discharge wastewater from a facility located at the
Sugar Mountain WWTP .
291 Norwood Hollow Road
Banner Elk
Avery County
to receiving waters designated as Flattop Creek in the Watauga River. Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective December 1, 2007.
This permit and authorization to discharge shall expire at midnight on September
30, 2012.
Signed .this day October 15, 2007.
.�v- CColeen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO022900
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or
discharge are hereby revoked. As of this permit issuance, any previously issued
permit bearing this number is no longer effective. Therefore, the exclusive authority
to operate and discharge from this facility arises under the permit conditions,
requirements, terms, and provisions included herein.
Carolina Water Services Inc. of North Carolina is hereby authorized
to:
1. Continue to operate art existing 0.50 MGD wastewater treatment system with the
following components:
• One common equalization basin
• Two 'separate plants
o 1- 0.5 MGD plant
0 2 - 1.0 MGD plant
• Each plant has
o Aeration Basin
o Clarifier
o Sludge holding tank
o Liquid sodium hypochlorite disinfection
o Liquid sodium bisulfite Dechlorination, and
o Post aeration
The facility is located in Banner Elk at 291 Norwood Hollow Creek in Avery
County.
2. After receiving an Authorization to Construct from The Division of Water Quality,
construct the necessary facilities to increase the plant capacity to 1.0 MGD.
3. Discharge from said treatment works at the location specified on the attached
map into Flattop Creek, classified C waters in the Watauga River Basin.

r
Carolina Water Services, Inc, of NC
Sugar Mountain WWTP
Latitude: 360 07' 56" N State Grid: Valle Crucis
Longitude: 81' 51' 07" W Permitted Flow: 0.500 MGD
Receiving Stream: Flattop Creek Drainage Basin: Watauga River Basin
Stream Class: C Sub -Basin: 04-02-01

Permit NCO022900
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expansion
above 0.5 MGD or expiration, the Permittee is authorized to discharge from outfall 001.
Such. discharges shall be limited and monitored by the Permittee. as specified below:
:EFFLUENT 4.
�t LIMITSrr , �„ x
MONITORING,REQUIREMENTS Viz`, ;A
r
4
tHARI�GTERISTICS } t �+
Y # 5 � Y ,.t ?it,3�':i5' Th- S.. .jt �
it YiA`_ •t .F f r L. S S t ��#,
Monthly
Weekly
sa Daly T
Measurement
Samples
Sample Locatron�
x
Avera
t"Niiimum
F,.requenc
= T
r
AVera e
: a ;:;;4
,..
;
,.x
Flow
0.50 MGD
Continuous
Recording
Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
3Meek
Composite
Effluent
Total Suspended Solids
30.0 mg/L
. 45.0 mg/L
3Meek
. Composite
Effluent
NH3 as N
12.0 mg/L
35.0 mg/L
3Meek
Composite
Effluent
(April 1- October 31
NH3 as N
Monitor and Report
3Meek
Composite
Effluent
November 1- March 31
Dissolved Oxygen
Monitor and Report
3/Week
Grab
Effluent
Dissolved Oxygen
Monitor and Report _
Variable'
Grab
Upstream &
Downstream
Fecal Coliform (geometric mean)
2001100 mL
400/100 mL
3Meek
Grab
Effluent
Total Residual Chlorine
24 ug/L
3/Week
Grab
Effluent -
Temperature (C)
Monitor and Report
Daily
Grab
Effluent
Temperature (C)
Monitor and Report
Variable?
Grab
Upstream &
Downstream
Total Nitrogen
Monitor and Report
Semi -Annually
Composite
Effluent
NO2+NO3+TKN
Total Phosphorus
Monitor and Report
Semi -Annually
Composite
Effluent
Chronic Toxicity3
Monitor and Report
Quarter)
Composite
Effluent
pH4
Monitor and Report
3Meek
Grab
Effluent
Footnotes:
1. Upstream = 100 feet above discharge location; Downstream = at NC Highway 194. Upstream and
downstream sampling are to be performed 3/Week during the months of June, July, August and
September and once/week during the rest of the year.
2. The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/ L from
April 1 - October and not less than 5.0 mg/L from November 1- March 31.
3. Chronic Toxicity (Ceriodaphnia) P/F at 72%, April, July, October and January; See A.(3).
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

Permit NCO022900
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon expansion above 0.5 MGD and lasting until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and.
monitored by the Permittee as specified below:
-:EFFLUENT ' s g
A LIMITS :
MONITORING REQUIREMENTS
JF
'CHARACTERISTICS
t1 c
�i, x.se , a 3 S o 1 # Y
Monthly
Weekly
Daily
Measurement
Sample�Type
-� Samplel.ocat
Ave"ra e..
$Ave¢ra e
;MazimLm.
.Frequent
Flow
1.0 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
3M/eek
Composite
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
3M/eek
Composite
Effluent
NH3 as N
1.2 mg/L
6.0 mg/L '
3M/eek
Composite
Effluent
(April 1- October 31
NH3 as N
2.2 mg/L
11.0 mg/L
3M/eek
Composite
Effluent
November 1- March 31
Dissolved Oxygen2
Monitor and Report
Variable'
Grab
Upstream & Downstream
Fecal Coliform (geometric
200/100
400/100 mL
3Mleek
Grab
Effluent
mean)
mL
Total Residual Chlorine
20 ug/L
3Mleek
Grab
Effluent
Temperature
Monitor and Report
Daily
Grab
Effluent
Temperature (C)
Monitor and Report
Variable'
Grab
Upstream & Downstream
Total Nitrogen
Monitor and Report
Quarterly
Composite
Effluent
NO2+NO3+TKN
Total Phosphorus
Monitor and Report
Quarterly
Composite
Effluent
Chronic Toxicity3
Monitor and Report
Quarterly
Composite
Effluent
pH4
Monitor and Report
Week
Grab
Effluent
Footnotes:
1. Upstream = 50 feet above discharge location. Downstream = 2 miles below discharge location at
NCSR 194. Upstream and downstream sampling are to be performed 3/Week during the months
of June, July, August and September and once/week during the rest of the year.
2. The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/L.
3. Chronic Toxicity (Ceriodaphnia) P/F at 84%, April, July, October and January; See A.(4).
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

Permit NCO022900
A.(3). CHRONIC TOXICITY PERMIT LIMIT (QRTRLY) Until expansion above 0.5 MGD
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of 72%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
"North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions. The tests will be performed during the months of January, April, July and October. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the
permit limit, then multiple -concentration testing shall be performed at a minimum, in each of the two
following months as described in "North -Carolina Phase H Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
have a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase H Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP313 for the
pass/fail results and THP313 for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days
After the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility .
name, permit number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the
comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited
above.
Should the pernuttee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival, minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid
test and will require immediate follow-up testing to be completed no later than the last day of the month following the
month of the initial monitoring.

i
Permit NCO022900
A.(4.) CHRONIC TOXICITY PERMIT LIMIT (QRTRLY) Upon expansion above 0.5 MGD
i
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to
Ceriodaphnia dubia at an effluent concentration of. 84%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the "North
Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or
' "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent
versions,. The tests will be performed during the months of January, April, July and October. Effluent sampling
for this testing shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
i If the test procedure performed as the first test of any single quarter results in a failure or ChV below the
permit limit, then multiple -concentration testing shall be performed at a minimum, in each -of the two
following months as described in "North Carolina Phase H Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest
concentration having no detectable impairment of reproduction or survival and the lowest concentration that does
$ave a detectable impairment of reproduction or survival. The definition of "detectable impairment," collection
methods, exposure regimes, and further statistical methods are specified in the "North Carolina Phase II Chronic
Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the
pass/fail results and THP313 for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the
following address:
Attention: North Carolina Division of Water Quality
EnvironmentalSciences Section
�i 1621 Mail Service Center
Raleigh, North Carolina 27699-1621
E Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no later than 30 days
i after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate signature.
Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the.
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility
name, permit number, pipe number, county, and the month/year of the report with the notation of `.`No Flow" in the
comment area of the form. The report shall be submitted to the Environmental Sciences Section at the address cited
above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be
required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water
Quality indicate potential impacts to the receiving stream, this permit may be re -opened and modified to include
alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls, shall
constitute an invalid test and will require immediate follow-up testing to be completed no later than the last
day of the month following the month of the initial monitoring.

NPDES Permit Standard Conditions
Page 1 of 16
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. 'Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.
3 Week
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et. seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
colifonm, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
B ass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility.
Calendar Day
The period _from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc) on a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour
period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals between samples determined by a preset number of gallons passing the sampling
point Flow measurement between sample intervals shall be determined by use of a flow recorder and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. This method may only be used in situations where effluent flow rates vary
less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart
during any 24-hour period and must be of equal size and of no less than 100 milliliters. Use of this method
requires prior approval by the Director.
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In accordance with (4) above, influent grab samples shall not be collected more than once per hour.
Effluent grab samples shall not be collected more than once per hour except at wastewater treatment systems
having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at
intervals evenly spaced over the 24-hour period that are equal in number of hours to the detention time of the
system in number of days. However, the interval between effluent grab samples may not exceed six hours nor
the number of samples less than four during a 24-hour sampling period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Disch4e
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.2)
Daily Maximum
The highest "daily discharge" for conventional and other non -toxicant parameters. NOTE: Permittees may not
submit a "daily average" calculation [for determining compliance with permit limits] for -toxicants. See the relevant
Federal effluent guidelines] for the appropriate calculation interval.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWO or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility, or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]') shall be considered =1.
Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples). .
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
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Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing_ Authority
The Director of the Division of Water Quality.
Quartedy Average (concentration limit)
The average of all samples taken over a calendar quarter.
Severe grogerty dam W
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)a) of the Clean Water Act.
UP -Set
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limut1
The arithmetic mean of all "daily discharges" of a pollutant measured during.the calendar week. In the case of fecal
coliform, the geometric mean of such discharges.
Section B. General Conditions
L Duty to Com"
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial- of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405(d) of the Clean Water Act within the time. provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act, is subject to a civil penalty not to exceed $25,000 per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such 'sections in a permit issued under
section 402 of the Act, or any requirement imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or.
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a person shall be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CFR 122.41 (a) (2)]
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d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[40 CPR 122.41 (a) (2)]
e, Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction
of violating the imminent danger provision, be subject to a fine' of not more than $1,000,000 and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law,.a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are
not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$25,000. Penalties for Class 11 violations are not to exceed $10,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. [40 CFR
122.41 (a) (3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimise or prevent any discharge or' sludge use or disposal in
violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment
[40 CFR 122.41 (d)].
3. Civil and Criminal Liability `
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part IL C. 5) and "Power
Failures" (Part IL C. 7), nothing in this permit shall be construed to relieve the Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6 or Section 309
of the Federal Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
fish kills, even though the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any -legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended
5. PropertRights
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
7. SeverabiIity
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The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shallp6t be affected thereby [NCGS 150B-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, forms, and
fees as are required by the agency authorized to issue permits no later than 180 days prior. to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows:
0) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a'principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures, to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency. by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
1. The authorization is made in writing by a person described above;
2. The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well -or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility, for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CPR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification [40 CFR 122.22]:
7 certify, under penalty of law, that this document and all attachments were prepared under my direction' or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the infomtation, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (0).
13. Permit Modification. Revocation and R suance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained., in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et A
14. Annual Administering and Compliance MogkgfiM Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 2H.0105 (b) (2)
may cause this Division to initiate action to revoke the permit
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a certification of the grade equivalent to or greater than the
classification assigned to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.0201].
The ORC of each Class I facility must:
➢ Visit the facility at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
'The ORC of each Class II, III and IV facility must:
➢ Visit the facility at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge: .
a. Within 60 calendar days prior to wastewater being introduced into a new system
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b. Within 120 calendar days of:
➢ Receiving notification of a change in the classification of the system requiring the designation of a
new ORC and back-up ORC
➢ A vacancy in the position of ORC or back-up ORC.
2. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
systems of treatment and control (and related appurtenances) which are installed or used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit [40 CFR 122.41 (e)].
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41
(c)]
4. Biassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(I) ,Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
H. E. 6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B)" There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in -any current or future system wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5. U sets
a. Effect of an upset [40 CFR 122.41 (n) (2)]: An upset constitutes an affirmative defense to an action
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met No determination made during administrative review of claims that
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noncompliance was caused by upset, and before an action for noncompliance, is final administrative action
subject to judicial review.
b. Conditions necessary for a demonstration of upset: A Permittee who wishes to . establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II. E. 6. (b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit
c. Burden of proof [40 CFR 122.41 (n) (4)]: The Permittee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-2151 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permittee
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR 503. The
Permittee shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the .regulation, even if the permit is not modified to incorporate the
requirement The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 214.0124 —
Reliability) to prevent the discharge of untreated or inadequately treated wastes during electrical power failures
either by means of alternate power sources, standby generators or retention of inadequately treated effluent
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at 'the
monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 11, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Matt Service Center
Raleigh, North Carolina 27699-1617
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3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et seq), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
$ection 304(g), 33 USC 1314, of the Federal Water Pollution _Control Act (as Amended), and 40 CFR 136; or in
the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting -level) approved method must
be used.
5. Penalties for Tamp
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by
a fine of not more than $10,000. per violation, or by imprisonment for not more than two years per violation, or
by both. If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records ' or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended. by request of the Director at any time [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;.
c. The date(s) analyses were performed; ' ,
d_ The individual(s) who performed the analyses;
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e. Th'e analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entev
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
P
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41 n].
Section E Reporting Requirements
L Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit
2. Planned Changes
The Permittee shall give notice to the Director as
additions to the permitted facility [40 CFR 122.41 (I)].
soon as possible of any planned physical alterations or
Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged . This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42 (a) (1).
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices,
and such alteration, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.410) (2)].
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissumce of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.41 (1) (3)].
5. Monitoring Reports
Monitoring results. shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR.
Ve►sion 81112006

NPDES Permit Standard Conditions
Page 11 of 16
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
noncompliance [40 CFR 122.41 4) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under'this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
1
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit [40 CFR 122.41 0) (7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.410) (8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following.
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester, the known passage. of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. I Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability, of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or,Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making
any false statement on any such report may result in the imposition of criminal penalties as provided for in
NCGS 143-2151(b)(2) or in Section 309 of the Federal Act
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
Version 8/120M

NPDES Permit Standard Conditions
Page 12 of 16
not more than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both
[40 CFR 122.41).
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality.
The report shall be provided no later than .sixty days after the end of the calendar or, fiscal year, depending upon
which annual period is used for evaluation.
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plants treatment
capacity, nor change the treatment process(es) utilized at the treatment, plant unless the Division has issued an
Authorization to Construct (AtC) permit Issuance of an AtC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels';
(1) One hundred micrograms per liter 000 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonittile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methy14.6-dinitrophenol; and one milligram per liter
(1 mg/L) for antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter 0 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governing rules, regulations or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit The Division may require specific measures during deactivation of the system to prevent
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NPDES Permit Standard Conditions
Page 13 of 16
adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWsI
All POTWs must provide adequate notice to the Director of the following.
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
section 301 or 306 of CWA if it were directly discharging those pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW.
Section B. Municipal Control of Pollutants from Industrial Users
Effluent limitations are listed in Part I of this permit Other pollutants attributable to inputs from
industries using the municipal system may be present in the Permittee's discharge. At such time as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;'
C. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d. Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW; -
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 400C
(104°F) unless the Division, upon request of the POTW, approves alternate temperature limits;
f. Petroleum oil, nonbiodegradable : cutting oil, or products of mineral oil origin m amounts that will
cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a
quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the
Permittee to supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some or all of the industries discharging to the municipal system.
4. The Permittee shall require any industrial discharges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit to the
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NPDES Permit Standard Conditions
Page 14 of 16
Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A NCAC 2H .0907(b).
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment program, as appropriate.
.Section C. Pretreatment Pro ams
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and implementing regulations 40
CFR Part 403, North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H
.0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and
referenced in the Pretreatment Program Submittal are an enforceable part of this permit
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 ' CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use. Ordinance (SUO,,.)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Survey (IWS)
The Permittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part H, Section D, and Section E.S).
4. Headworks Analysis A) and Local Limits
The Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five
years, and as required by the Division. Within 180 days of the effective date of this permit (or any
subsequent permit modification) the Permittee shall submit to the Division a written technical evaluation
of the need to revise local limits (i.e., an updated HWA or documentation of why one is not needed) R
CFR 122.44]. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and 15A NCAC 2H .0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) and 15A NCAC 2H
.0909.
5. Industrial User Pretreatment PermitsIUP1 & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Permittee's treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which summarizes the results
of the Headworks' Analysis (HWA) and the limits from all Industrial User � Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA.
Version 81112006

NPDES Permit Standard Conditions
Page 15 of 16
6. Authorization to Construct (AtC)
The Permittee shall ensure that an Authorization. to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to. the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Permit MR) limitations.
7. POTW Inspection & Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year, and
b. Sample all Significant Industrial Users (SIUs) at least twice per calendar year for all permit
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic -compounds which shall be sampled
once per calendar year,
8. SIU Self Monito= and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting.
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan X=
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. "), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement. Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Regorts (P=
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreataieut. Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
following address:
NC DENR / DWQ / Pretreatment Unit
1617 Mail Service Center
Raleigh. NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following.
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SIUs) in Significant Non -Compliance (SNC);
b.) Pretreatment Program Summary (PP,�SI
A pretreatment program summary (PPS) on specific forms approved by the Division;
c) Significant Non -Compliance Report (�SNCR)
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by the Division;
d) Industrial Data Summary Forms (IDSE)
VeWon NP2006

NPDES Permit Standard Conditions
Page 16 of 16
Monitoring data from samples collected by both the POTW and the Significant Industrial
User (SIU). These analytical results must be reported on Industrial Data Summary Forms
(IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTWs allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion of the Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant
Non -Compliance (SNC) as defined in the Permittee's Division -approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This list
shall be published within four months of the applicable twelve-month period
12. Record Keep
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact
on the POTW.
13. Funding and Financial Report
The Permittee shall maintain adequate funding and staffing levels to accomplish. the objectives of its
approved pretreatment program
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan
modifications, shall be considered a permit modification and shall be governed by 15 NCAC 2H .0114 and
15A NCAC 2H .0907.
vembn W12006

s
ANA-
a=
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
April 4, 2012
MARTIN LASHUA
REGIONAL DIRECTOR
CAROLINA WATER SERVICE, INC OF NC
PO BOY 240908
CHARLOTTE NC 28224
Dee Freeman
Secretary
Subject: Receipt of permit renewal application
NPDES Permit NC22900
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
The NPDES Unit received your permit renewal application on April 2, 2012. A member of the NPDES
Unit will review your application. They will contact you if additional information is required to complete your
permit renewal. You should expect to receive a draft permit approximately 30-45 days before your existing permit
expires.
If you have any additional questions concerning renewal of the subject permit, please contact Bob Guerra at
[phone].
Sincerely,
Dina Sprinldc
Point Source Branch
I c,
cc: CENTRAL FILES - - - - �� t1
AsheRegional_ Office/Surface Water_P-_rotection_ i
NPDES Unit _ �! APR - 5 2012
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] NorthCarolina
Internet: www.ncwaterquality.org '}� ���9�$q���I '
An Equal Opportunityi Affirmative Action Employer j� �/ l 6 J✓,/
rf

y, utilitiesq
Inc'
March 30, 2012
Mrs. Dina Sprinkle
NC DENR
Division of Water Quality
Point Source Branch
1617 Mail Service Center
Raleigh NC 27699-1617
Re: Sugar Mountain WWTP
NPDES NCO022900
Renewal Request
Dear Mrs. Sprinkle,
Please find enclosed Application and attachments and consider this letter as our official request to renew the
NPDES permit for the facility referenced above.
If you should have any questions or need any additional information, please do not hesitate to call me at 704-319-
0517 or by email at [e-mail]
Thank you in advance for your attention.
Si cerely,
LL
Martin Lashua
Regional Director
i
APR _ 3 2012
a Utilifes, Inc. company Carolina Water Service, Inc. of North Carolina
P.O. Box 240908 Y Charlotte, NC 28224 s P: 704-525-7990 if F: 704-525-8174
5701 Westpark Dr., Suite 101 o Charlotte, NC 28217 # www.uiwater.com

NPDEG APPLICATION a FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit NC0022900
If you are completing this form in computer use the TAB key or the up - down arrows to moue from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Facility Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
e-mail Address
Carolina Water Service, Inc of NC
Sugar Mountain - WWTP
P.O. Box 240908
Charlotte
NC, 28224
[phone]
[phone]
[e-mail]
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 291 Norwood Hollow Road
City
State / Zip Code
County
Banner Elk
NC, 28604
Avery
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name Same as Owner above lin"i--
Mailing Address
City
State / Zip Code
Telephone Number 0
Fax Number ()
L ,�LI1� L''
Ij
12
1 of 3
Form-D 1/06

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater: -
Facility Generating Wastewater(check all that apply):
Industrial ❑ Number of Employees
Commercial ® Number of Employees 2
Residential ® Number of Homes 1218
School ❑ Number of Students/Staff
Other ❑ Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Sugar Mnt - Subdivision
1218 total connections
55 commercial accounts and 1163 residential homes
1218 x 1.5 seasonal resort multiplier = 1827
Population served: 1827
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (Provide a map showing the exact location of each outfall):
Flat Top Creek in the Watauga River Basin
8. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration:
9. Describe the treatment system
List all installed components, including capacity, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
0.5MGD extended aeration wastewater treatment system. One common equalization
basin.and three separate but parallel plants. (1) 0.3 MGD and (2) 0.1 MGD plants, each
with aeration basins, clarifier, sludge holding tank, liquid disinfection and liquid de -
chlorination, post aeration and flow meter.
10. Flow Information:
Treatment Plant Design flow 0.50 MGD
Annual Average daily flow 0.162 MGD (for the previous 3 years)
Maximum daily flow 0.542 MGD (for the previous 3 years)
2 of 3 Form-D 1/06

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
11. Is this facility located on Indian country?
F1 Yes ® No
12. Effluent Data
Provide data for the parameters listed. Fecal Coliform, Temperature and pH shall be grab samples, for all other .
parameters 24-hour composite sampling shall be used. Effluent testing data must be based on at least three
samples and must be no more than four and one half years old.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Number of
Samples
Biochemical Oxygen Demand
(BOD5)
10.6
3.6
mg/L
(12) —Jan 11
Fecal Coliform
8.6
7.7
#/ 100m1
(12) —Jan 11
Total Suspended Solids
13
4.9
mg/L
(12) —Jan 11
Temperature (Summer)
20
18.7
Celcius
(22) —June 11
Temperature (Winter)
7.0
5.3
Celcius
(21) -Jan 11
pH
7.0
6.6
units
(12)- Jan 11
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
PSD (CAA)
NCO022900
NESHAPS (CAA)
.Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Special Order of Consent (SOC)
Permit Number
Non -attainment program (CAA) Other Collection System WQCS00174
14. APPLICANT CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Martin Lashua Regiional Director
Printed nam ofjPeronS' nin Title
3(
Signature of Applicant
Date
North Carolina General Statute 143-215.6 (b)(2) states: Any person who knowingly makes any false statement
representation, or certification in any application, record, report, plan, or other document files or required to be
maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, or
who falsifies, tampers with, or .knowly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing
that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not to
exceed six months, or by:both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $25,000 or
imprisonment not more than 5 years, or both, for similar offense.)
3 of 3 Form-D 1/06

Carolina Water Services Inc of NC �$ .
Facility
Sugar Mountain WWTP Location --,
r.
Latitude: 36' 07' 5G" N State Grid: Valle Crucis
not to scale
Longitude: 81° 51' 07" W Permitted Flow: 0.500 MGD
Receiving Stream: Flattop Creek Drainage Basin: Watauga River Basin NPDES Permit No. NC0022900
Stream Class: C Sub -Basin: 04-02-01 NoY�th Avery County

Inc.'
March 30, 2012
Mrs. Dina Sprinkle
NC DENR
Division of Water Quality
Point Source Branch
1617 Mail Service Center
Raleigh NC 27699-1617
Re: Sugar Mountain WWTP
NPDES NCOO229OO
Sludge Management Plan
To Whom It May Concern,
As sludge and other solids are generated at this facility, they are periodically removed by the below licensed
contractor and transported to the Town of Boone for proper disposal.
A-1 Appalachian Pumping, Inc.
301 Clay Hodges Rd
Boone, NC 28607
Phone: [phone]
If this contractor is unwilling or unable to perform this task, there are other contractors available.
If you should have any questions or need any additional information, please do not hesitate to call me at 704-319-
0517 or by email at [e-mail]
Thank you in advance for your attention.
Sin e ly,
LL
Martin Lashua
Regional Director
a Utilities, Inc. company Carolina Water Service, Inc. of North Carolina
P.O. Box 240908 ® Charlotte, NC 28224 it P: 704-525-7990 i F: 704-525-8174
5701 Westpark Dr., Suite 101 v Charlotte, NC 28217 ® www.uiwater.com

To: Permits and Engineering Unit
Water Quality Section
Date: September 22, 1992
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Avery
Permit Number NCO022900
PART I - GENERAL INFORMATION
1. Facility and Address: Sugar Mountain Utilities
Carolina Water Services
P. 0. Box 337
Banner Elk, N. C. 28604
2. Date of Investigation: September 11, 1.992
3. Report Prepared By: Paul R. White
4. Persons Contacted and Telephone Number.: Rex _-Woody
704-898-5011
5., lrectiorns to -Site: From the intersection of NC 184 & NC -105
travel west on NC 184 to the entrance of Sugar Mtn. Turn left on,,
SR 1364 and go 0.1 mile to intersection of SR 1376. Turn right
towards town hall and go 0.2. mile to SR 1340. Turn left and
follow to end of. ,SR and continue on drive to WWTP, about. 0_.2__mile.:
6. Discharge Point(s), List for all discharge points:
Latitude: 360 08' 10" Longitude: R10 51'04"
Attached a USGS Map Extract and indicate treatment plant site
and discharge point on map.
Cr u dS
USGS Quad No.215-NE or USGS Quad Name Valle ram; NC
7. Size (land available for expansion and upgrading): Limited.
8. Topography (relationship to flood plain included): 10% +/-, not
subject to flooding.
9. Location of nearest dwelling: > 1000 feet
Page 1.

C�^
En
10. Receiving stream or affected surface waters: Flattop Creek
a. Classifications: C
b. River Basin and Subbasin No.: Watauga, 04-02-01
C. Describe receiving stream features and pertinent downstream
uses: fish and wildlife propagation
secondary recreation
agriculture
moderate to high residential density
high commercial development
very susceptible to urban NPS runoff
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1.
2.
3.
Type of wastewater: 100 % Domestic
0 % Industrial
a. Volume of Wastewater: 1.0 MGD
b. Types and quantities of industrial_ wastewater:
C. Prevalent toxic constituents in wastewater:
d. Pretreatment Program (POTWs only)
in development
should be required
approved _
not needed
Production rates (industrial discharges only) in pounds
a. highest month in the last 12 months
b. highest year in last 5 years
Description of industrial process (for industries only) and
applicable CFR Part and Subpart:
4. Type of treatment (specify whether proposed or existing):
Existing equipment includes influent lift station, continuous
recording flow measurement, comminutor, bar screen, flow splitter,
a 0.3 MGD & 2 - 0.1 MGD extended ttae.r.atio--1n package plants with
aeci oorinarion, post aerHionn, andestan boyrpower generator.
filtration unit is on site for the 0.:3 mgd plant but is bypassed.
5. Sludge handling and disposal scheme: Trucked to another plant.
Page 2

6. Treatment plant classification: III
7. SIC Code(s) 4952 5812 7011 7999 8051
Wastewater Code(s) 06 10 1-1 ___ 13
Main Treatment Unit Code: 0507
PART III - OTHER PERTINENT INFORMATION
04 -
1. Is this facility being constructed with Construction Grants Funds
(municipals only)? No
2. Special monitoring requests: none
3. Additional effluent limits requests: chlorine
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
The current permit only limits chlorine after expansion above 0.5
mgd. It is recommended that chlorine limits for Trout streams be
applied, although the receiving stream is not currently classified
Trout. The plant now qualifies for a rating of III. Monitoring
requirements will have to be changed appropriately. It is
recommended that the permit be reissued with the appropriate
changes.
T W
Signature of Report Preparer
;Wer Qual3.y Region 1 Su ervisor
7 -

ft
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Pre ton Howard, Jr., P.E., Director
Mr. Carl Daniel
Carolina Water Service of NC, Inc.
P.O. Box 240705
Charlotte, North Carolina 28224
Dear Mr. Daniel:
41*
DEHNR
August 18, 1997 FA-qC 2 1 1957
-- I
Subject: Permit No. ACA022900
Sugar Mountain WWTP
Authorization to Construct
Equalization Basin
Avery County
A letter of request for an Authorization to Construct was received April 2, 1997 by the Division.
Final plans and specifications for the subject project have been reviewed and found to be satisfactory.
Authorization is hereby granted for the for the construction of an equalization basin, dual pumps, and all
associated piping and appurtenances for the above referenced project with discharge of treated wastewater
into Flattop Creek in the Watauga River Basin.
This Authorization to Construct is issued in accordance with Part III, Paragraph A. of NPDES
Permit No. NCO022900 issued August 19, 1993, and shall be subject to revocation unless the wastewater
treatment facilities are constructed in accordance with the conditions and limitations specified in Permit No.
NC0022900.
The sludge generated from these treatment facilities must be disposed of in accordance with G.S.
143-215.1 and in a manner approved by the North Carolina Division of Water Quality.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action_ , including those as may be required by this
Division, such as the construction of additional or replacement wastewater treatment or disposal facilities.
The Asheville Regional Office, telephone number [phone], shall be notified at least forty-
eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be
made. Such notification to .the regional office shall be made during the normal office hours from 8:00 a.m.
until 5:00 p.m. on Monday through Friday, excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been installed in
accordance with the NPDES Permit, this Authorization to Construct and the approved plans and
specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC*
27626-0535.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Permit No. ACA022900
Sugar Mountain WWTP
Authorization to Construct
Equalization Basin
August 18, 1997
Page 2
Upon classification of the facility by the Certification Commission, the Permittee shall employ a
certified wastewater treatment plant operator to be in responsible charge (ORC) of the wastewater treatment
facilities. The operator must hold a certificate of the type and grade at least equivalent to or greater than the
classification assigned to the wastewater treatment facilities by the Certification Commission. The
Permittee must also employ a certified back-up operator of the appropriate type and grade to comply with
the conditions of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit Class I facilities at least
weekly and Class II; III and IV facilities daily, excluding weekends and holidays, and must properly
manage and document operation and maintenance of the facility and must comply with all other conditions
of Title 15A, Chapter 8A, .0202. Once the facility is classified, the Permittee must submit a letter to the
Certification Commission which designates the operator in responsible charge within thirty days after the
wastewater treatment facilities are 50% complete.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the
life of the facility.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is a condition of this Permit. Noncompliance with the
terms of the Operational Agreement shall subject the Permittee to all sanctions provided by G. S. 143-
215.6 for violation of or failure to act in accordance with the terms and conditions of this Permit.
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by the Division of Water Quality in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from complying
with any and all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
One (1) set of approved plans and specifications is being forwarded to you. If you have any
questions or need additional information, please contact Ms. Mary Cabe, telephone number (919) 733-
5083, extension 518.
Sincerely,
hez4s� _ZJ,
f-1111- Preston Howard, Jr., P.E.
Attachment
cc: Central Files
Training and Certification Unit
Permits and Engineering Unit
Asheville Regional Office, Water Quality Section
Robert G. Burgin, Jr.
P.O. Box 1804
Irmo, SC 29063-1804

Permit No. ACA022900
Sugar Mountain WWTP
Authorization to Construct
Equalization Basin
August 18, 1997
Page 3
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, ,
Project Name Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the -construction of an equalization basin, dual pumps, and all associated piping and appurtenances for
the above referenced project such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.

State of North C
Department of Ll vw, ment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr„ Governor
Jonathan B, Howes, Secretary
A, Preston Howard, Jr., P.E., Director
January 2,6, 1994
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Robert woody
Carolina Water Service
PO Box 240705
Charlotte, NC 282.24
-S1313JECT: Classification of Sugar Mountain
V astex#a.ter Treatment Facility in Avery County
Permit No. NC0022900
Dear Mr. Iloody:
The Water. Pollution Control System Operators Certification Cc=, ssion
hereb-v classifies subject facility as a Class TIT facility (rating sheet
attached). According to the General Statutes of N. C. you are required to
designate a properly certified operator to be in responsible charge and a
certified backup operator within thirty (30) days.
This designation can be accomplished by completing and returning the
enclosed operator.designation form prior to that time. This designated
individual must possess a certification equal to or higher than'the class of
the facilllty
Please respond to this requirement within thirty (30) days of the date .of
this letter to avoid further inctuiries .
If you have questions on. this, or if we can be of assistance in anv
manner, please advise.
Attachment
cc: Asheville Regional Office
v Yours ,
Finan, Vur-visor
n.c, and keytifHcation Unit
r i pr��
^r-
FM 9 1994.
--, -
P.O. Box 29536, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]a96
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consurner paper

M
N
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Sugar Mountain Utilities WWTP
NCO022900
100% Domestic
Existing
Renewal
Flattop Creek
C
040201
Avery
Asheville
Shanklin
9/4/92
C11NE
Request # 7095 a,
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
0.86
Summer 7Q10 (cfs):
0.3
Winter 7Q10 (cfs):
0.4 '
Average Flow (cfs):
2.0
30Q2 (cfs):
0.6
IWC (%):
72
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of existing NPDES permit. Sugar Mt. requested expansion to 1.0
MGD from 0.5 MGD in '90. Will recommend limits for both wasteflows, 0.500 and 1.0 MGD.
Special Sc edule Requirements and additional comments from Reviewers:
�rrr&�
Recommended by: Date:
i f r1 —
Reviewed by
C�/_1I A
b a ! -d-
Instream Assessment;
Regional Sup
f#pl
Permits & Engineerin
10/15/92
i-./ iV'? z
RETURN TO TECHNICAL SERVICES BY: NOV 2 0 1992
R

N 2N
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Summer
Winter
Wasteflow (MGD):
0.500
0.500
BOD5 (mg/1):
30
30
N113N (mg/1):
12
monitor
DO (mg/1):
6.0
1.0
TSS (mg/1):
30
30
Fecal Col. (/100 ml):
200
200
pH (SU):
6-9
6-9
Residual Chlorine (µg/l):
monitor
monitor
TP (mg/1):
monitor
monitor
TN (mg/1):
monitor
monitor
Recommended Limits:
Monthly Average
Summer
Winter
WQ or EL
Wasteflow (MGD):
0.500
0.500
BODS (mg/1):
30
30
WQ
NH3N (mg/1):
12
monitor
WQ
DO (mg/1):
6.0
1.0
W �,
TSS (mg/1):
30
30
Fecal Col. (/100 nil):
200
200
pH (SU):
6-9
6-9
Residual Chlorine (µg/1):
1�Y
aV
TP (mg/1):
monitor
monitor
TN (mg/1):
monitor
monitor
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information
Parameter(s) Affected
(explanation of any modifications to past modeling analysis including new flows, rates, field data,
interacting discharges)
(See page 4 for miscellaneous and special conditions, if applicable)

T
W
Ir
TOXICS/3M ETALS
Type of Toxicity Test: CHRONIC PASS/FAIL QRTRLY
Existing Limit: 72%
Recommended Limit: 72%
Monitoring Schedule: JAN APR JUL OCT
Existina Limits
COD (mo:
Cadmium (ug/1):
Chromium (ug/1):
Copper (ug/1):
Nickel (ug/1):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/1):
Phenols (ug/1):
Mercury (ug/1):
Silver (ug/1):
Recommended Limits
COD (mg/):
Cadmium (ug/1):
Chromium (ug/1):
Copper (ug/1):
Nickel (ug/1):
Lead (ug/1):
Zinc (ug/1):
Cyanide (ug/1):
Phenols (ug/1):
Mercury (ug/1):
Silver (ug/1):
Daily Max.
Daily Max.
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Failing toxicity test
Other (onsite toxicity study, interaction, etc.)
WQ or EL
Parameter(s) Affected
X_ Parameters) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
S
No parameters are water quality limited, but this discharge may affect future allocations.

0
4
N
INSTREAM MONITORING REQUIREMENTS
Upstream Location: 100 ft. above discharge
Downstream Location: Elk River @ Hwy 194
Parameters: Temperaure, DO, conductivity,fecal coliform
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing: Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

Facility Name Nlf,y(, Permit #
/1/G�Ov 229do
Pipe # o 0
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is �� % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
quarterly monitoring using this procedure to establish compliance with the permit condition. The first test will be
performed after thirty days from the effective date of this permit during the months of
.�r,y X/w �-vl_ o C7,` . Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as mirnimun control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 '&3 cfs
Permitted Flow e.sao MGD
1WC 7� %
Basin & Sub -basin (,J rd
Receiving Stream rl4hf Cre L/C
County '�v £.- 7
QCL PIF Version 9191

MAR
State of North Carolina
Department of Environment, Health and Natural ResourcesAsilevillie, �iorth C@Tdi L=
Division of Environmental Management
512 North Salisbury Street s Raleigh, North Carolina 27611
James G. Martin, Governor
WillianrW. Cobey, Jr., Secretary
March 6, 1992
Mr. Carl Daniel, Vice President
Carolina Water Service, Inc. of N.C.
Post Office Box 240705
Charlotte, North Carolina 28224
George T. Everett, Ph.D
Director
Subject: Permit No. NCO022900
Authorization to Construct
Sugar Mountian
Wastewater Treatment Facility
Dechlorination System
Avery County
Dear Mr. Daniel:
A letter of request for an Authorization to Construct was received October 25, 1991 by the Division
and final plans and specifications for the subject project have been reviewed and found to be satisfactory.
Authorization is hereby granted for the construction of a sulfur dioxide dechlorination system consisting of
a 1.5 inch water supply line,, from on site potable water supply (including a backflow prevention device), a
vented and lighted equipment building_ capable of housing two 150 pound sulfur dioxide cylinders and all
associated feeding equipment, a 1.5_inch feed line_ to the existing post aeration tank,, with a vertical diffuser
submerged into the tank; new 0.75 inch chlorine supply, lines from existing chlorination equipmerff, to the
chlorine contact chambers; of all three package plant facilities; the aTerouting-bf-an existing _8 inch effluent
line from the side to the head of the post aeration tank; and all associated piping, valves, controls,
recorders, and appurtenances with discharge of treated wastewater into Flattop Creek, classified Class C
waters.
This Authorization to Construct is issued in accordance with Part III paragraph A of NPDES
Permit No. NCO022900 issued September 7, 1990 and shall be subject to revocation unless the
wastewater treatment facilities are constructed in accordance with the conditions and limitations specified in
Permit No. NC0022900.
The sludge generated from these treatment facilities must be disposed of in accordance with G.S.
143-215.1.and in a manner approved by the North Carolina Division of Environmental Management.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/733-2314 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

6
79
NCDENR `
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder
Governor Director
October 25, 2013
Martin Lashua
Carolina Water Service of North Carolina
PO Box 240908
Charlotte NC 28224-0908
SUBJECT: Compliance Sampling Inspection
Sugar Mountain WWTP
Permit No: NCO022900
Avery County
Dear Mr. Lashua:
John E. Skvarla, III
Secretary
On October 8, 2013, 1 conducted a Compliance Sampling Inspection of the Sugar
Mountain Wastewater Treatment System. Present during the inspection were Tim Fox
with the Division of Water Resources and Daryl Young and Rex Woody with Carolina
Water Service. Mr. Young's and Mr. Woody's time and effort were appreciated.
The facility appeared to be in compliance with permit NC0022900.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff have any questions, please call me at 828-296-4500.
Sincerely,
Linda Wiggs
Environmental Senior Specialist
Asheville Regional Office
Enclosure
cc: Daryl Young, ORC (e-copy)
Central Files
Asf eville'Files
G:\WQ\SWP\Avery\Wastewater\Municipal\Sugar Mtn 22900\CSI.Oct2013.Ltr.doc
Water Quality Regional Operations - ASHEVILLE REGIONAL OFFICE
2090 U.S. Highway 70, Swannanoa, NC 28778
Phone: [phone]\FAX: [phone]
Internet: www.ncwaterauality.orq

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20480
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I N I 2 5 I 31 NCO022900 111 121 13/10/08 117 18I S I 19I S I 20I I
Remarks
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 61 QA -------- ---------Reserved-----------
67 I 169 701 3 I 711 I 72 I N I 73I I 174 751 I I I I I I 180
W
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:30 AM 13/10/08
13/02/01
Sugar Mountain WWTP
Exit Time/Date
Permit Expiration Date
NCSR 1364
Banner Elk NC 28604
12:30 PM 13/10/08
17/09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Martin J. Lashua,PO Box 240908 Charlotte NC 282240908/NC Regional Contacted
Director/704-525-7990/7045258174 Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement Operations & Maintenance 0 Self -Monitoring Program
Sludge Handling Disposal Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wiggs ARO WQ//828-296-4500 Ext.4653/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO022900 111 12, 13/10/08 117 18IS
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Effluent samples obtained:
pH 7.3 su
T 16.4 c
Fecal Coliform 1 col/100ml
TSS 6.2 mg/I
BOD 2 mg/I
The WWTP was being prepared for painting at the time of the inspection.
Solids are pumped out of facility as needed and hauled to Boone WWTP.
Page # 2

S
Permit: NCO022900 Owner - Facility: Sugar Mountain WWTP
Inspection Date: 10/08/2013 Inspection Type: Compliance Sampling
Permit
Yes
No NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
n
n ■
n
Is the facility as described in the permit?
■
n n
# Are there any special conditions for the permit?
n
n ■
n
Is access to the plant site restricted to the general public?
■
Cl fl
n
Is the inspector granted access to all areas for inspection?
■
n Cl
n
Comment:
Operations & Maintenance
Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ n n n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ n n n.
Judge, and other that are applicable?
Comment: Settleable solids are checked. During inspection solids were at 70%, ORC
generally runs at — 60%.
Pump Station - Influent
Is the pump wet well free of bypass lines or structures?
Is the wet well free of excessive grease?
Are all pumps present?
Are all pumps operable?
Are float controls operable?
Is SCADA telemetry available and operational?
Is audible and visual alarm available and operational?
Comment: Visual alarm needs a light bulb.
ca— c...,..,.,�
Type of bar screen
a.Manual
b.Mechanical
Are the bars adequately screening debris?
Is the screen free of excessive debris?
Is disposal of screening in compliance?
Is the unit in good condition? _
Yes No NA NE
■ n n n
■nnn
■nnn
■ n n n.
■ n n n
■nnn
n■nn
Yes No NA NE
■
El
Page # 3

Permit: NCO022900 Owner - Facility: Sugar Mountain WWTP
Inspection Date: 10/08/2013 Inspection Type: Compliance Sampling
Bar Screens Yes No NA NE
Comment: There was quite a bit of solids/debris in these units. Operator stated he is
not having pass through problems due to the debris/solids. Debris is placed in garbage
containers for disposal after drying.
Equalization Basins
Yes
No NA
NE
Is the basin aerated?
■
n n
n
Is the basin free of bypass lines or structures to the natural environment?
■
❑ n
❑
Is the basin free of excessive grease?
■
0 ❑
Are all pumps present?
■
n n
n
Are all pumps operable?
■
n n
n
Are float controls operable?
■
❑ n
n
Are audible and visual alarms operable?
n
n ■
n
# Is basin size/volume adequate?
■
n ❑
n
Comment:
Aeration Basins
Yes No NA
NE
Mode of operation
Ext. Air
Type of aeration system
Diffused
Is the basin free of dead spots?
■
n n
n
Are surface aerators and mixers operational?
Cl
n ■
Are the diffusers operational?
■
❑ ❑
n
Is the foam the proper color for the treatment process?
■
n n
n
Does the foam cover less than 25% of the basin's surface?
■
n n
Is the DO level acceptable?
■
❑ n
n
Is the DO level acceptable?(1.0 to 3.0 mg/1)
■
❑ n
f=1
Comment: ORC and inspector DO reading were 0.30 mg/I.
ORC stated this is a common DO reading.
Secondary Clarifier
Yes No NA
NE
Is the clarifier free of black and odorous wastewater?
■
n I]
fl
Is the site free of excessive buildup of solids in center well of circular clarifier?
■
n n
Are weirs level?
■
❑ n
n
Is the site free of weir blockage?
■
n n
11
Page # 4

r _ r
Permit: NC0022900 Owner - Facility: Sugar Mountain WWTP
Inspection Date: 10/08/2013 Inspection Type: Compliance Sampling
Secondary Clarifier Yes No NA NE
Is the site free of evidence of short-circuiting? 0000,
Is scum removal adequate? ■ n n
Is the site free of excessive floating sludge?
Is the drive unit operational?
Is the return rate acceptable (low turbulence)?
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately''/< of the sidewall depth)
Comment:
Disinfection -Liquid
Is there adequate reserve supply of disinfectant?
(Sodium Hypochlorite) Is pump feed system operational?
Is bulk storage tank containment area adequate? (free of leaks/open drains)
Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de -chlorination?
Comment:
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de -chlorination substance stored away from chlorine containers?
Comment:
Are the tablets the proper size and type?
Are tablet de -chlorinators operational?
Number of tubes in use?
Comment:
Standby Power
Is automatically activated standby power available?
is the generator tested by interrupting primary power source?
Is the generator tested under load?
Yes No NA NE -
Yes No NA NE
Liquid
nn■n
nn■n
Yes No NA NE
■nnn
■nnn
■nnn
Page # 5

Permit: NCO022900 Owner - Facility: Sugar Mountain WWTP
Inspection Date: 10/08/2013 Inspection Type: Compliance Sampling
t
Standby Power
Yes
No
NA
NE
Was generator tested & operational during the inspection?
n
■
Cl
n
Do the generator(s) have adequate capacity to operate the entire wastewater site?
0013
n
Is there an emergency agreement with a fuel vendor for extended run on back-up power?
■
n
n
n
Is the generator fuel level monitored?
■
n
n
n "
Comment:
Effluent Sampling
Yes
No
NA
NE
Is composite sampling flow proportional?
■
n
n
n
Is sample collected below all treatment units?
■
n
n
n
Is proper volume collected?
■
n
n
n
Is the tubing clean?
n
❑
n
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)?
■
❑
❑
❑
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
■
n
n
n
Comment:
Flow Measurement - Influent
Yes
No
NA
NE
# Is flow meter used for reporting?
■
n
❑
❑
Is flow meter calibrated annually?
■
n
n
n
Is the flow meter operational?
n
n
n
(If units are separated) Does the chart recorder match the flow meter?
n
n
n
■
Comment: Meter calibrated September 2013.
Page # 6

DIVISION OF ENVIRONMENTAL MANAGEMENT WATER UALITY For Lab Use ONLY
COUNTY
W FIELD -LAB FORM (DM1)
PRIORITY
��� SAMPLE TYPE
❑AMBIENT' U
[—IQA ❑STREAM FF ELUENT
E3Cj��
`0MPLIANCE ❑ CHAIN ❑ LAKE ❑ INFLUENT
RIVER BASIN W �`T L.J
REPORT TO: / � FRO MRO RRO WaRO WIRO WSRO TS
AT BM
Other
Shipped by: Bus Cou/rier,.Staff, Other
OF CUSTODY
❑ EMERGENCY
❑ ESTUARY
OL RS• ���i���' CJ
Lab Number:
Date Received: Time:
Rec'd by: From: Bus -Courier -Hand -Del
DATA ENTRY BY: CK:
DATE REPORTED:
'SV �r �ty V Vy V " U
Estimated 'BOD Range: 0-5/5-25/25-65/40-130 or 100 plus STATION LOCATION: `\>
Seed: Yes ❑ No ❑ Chlorinated: Yes 74� No ❑ REMARKS:
0� e.Aa
Station # Date Begin (yy/mm/dd) Time BegiA Date End Time End I Depth DM DB DBM Value Type Composite Sample Type
O� (D" i`g 1 A H L T 5 B C G GNXX
1 11/ I BOD5 310
3
COD Low 335 mg/l
4
k
Coliform: MF Fecal 31616 /100ml
5
Coliform: MF Total 31504 /100ml
6
Coliform: Tube Fecal 31615 /100ml
7
Coliform: Fecal Strep 31673 /100ml
8
Residue: Total 500 mg/I
9
Volatile 505 mg/l
10
Fixed 510 mg/l
11
Residue: Suspended 530 b / mg/i
12
Volatile 535 mg/I
13
Fixed 540 mg/1
14
pH 403 units
15
Acidity to pH 4.5 436 mg/1
L6
Acidity to pH 8.3 435 mg/I
17
Alkalinity to pH 8.3 415 mg/l
18
Alkalinity to pH 4.5 410 mg/1
19
TOC 680 mgA
20
Turbidity 76 NTU
Chloride 940 mg/l
Chi a: Tri 32217 ug/I
Chi a: Corr 32209 ug/l
Pheophytin a 32213 ug/I
Color: True 80 Pt -Co
Color:(pH ) 83 ADM[
Color: pH 7.6 82 ADM[
Cyanide 720 mg/I
Fluoride 951 mg/l
Formaldehyde 71880 mg/1
Grease and Oils 556 mg/1
Hardness Total900 mg/I
Specific Cond. 95 uMhos/cm2
MBAS 38260 mg/I
Phenols '32730 ug/I
Sulfate 945 mg/I
Sulfide 745 mg/I
NH3 as N 610 mg/I
TKN as N 625 mg/I
NO2 plus NO3 as N 630 mgA
P: Total as P 665 mg/l
PO4 as P 70507 mg/1
P. Dissolved as P 666 mg/l
Cd•Cadmium 1027 ug/I
Cr-Chromium.Total1034 ug/1
Cu-Copper 1042 ug/l
Ni-Nickel 1067 ugA
Pb-Lead 1051 ug/I
Zn-Zinc 1092 ug/I
Ag fiver 1077 ug/I
AI -Aluminum 1105 ug/I
Be -Beryllium 1012 ug/I
Ca -Calcium 916 m9A
Co -Cobalt 1037 ug/I
Fe -Iron 1045 ugn
Li -Lithium 1132 ugA
Mg -Magnesium 927 mg/l
Mn-Manganese 1055 ug/I
Na-Sodium 929 mg/1
Arsenic:Total 1002 ug/I
Se -Selenium 1147 ug/l
Hg-Mercury 71900 ugA
Organochlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytoplankton
Sampling Point %
Conductance at 25 C
Water Temperature (C)
D.O. mg/1
pH
Alkalinity
Acidity
Air Temperature (C)
pH 8.3 pH 4.5
pH 4.5 pH 8.3
2
94
10
300 1
400 •
82244 431
82243 182242
20
Salinity %
Precipition on/day)
Cloud Cover %
Wind Direction (Deg)
Stream Flow Severity
Turbidity Severity
Wind Velocity M/H
can Stream Depth ft.
Stream Width ft.
480
45
32
36
1351
1350 135
64 14
,moo Y-,-01);�t-C'ej—
DMI/Revised 10/86

I
United States Environmental Protection Agency
Form Approved.
Washington, D.C. 20460
EPA
OMB No. 2040-0057
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 15 I 31 NCO022900 111 121 13/10/02 117 18111 19I S I 201 I
Remarks
21111111111111111111111111 111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA —------------- —---------- Reserved —--------- —------- -
67 I 169 70III 711 I 721 N I 73I I 174 751 I I I I I I 180
t_L�
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
10:00 AM 13/10/02
13/02/01
Exit Time/Date
Permit Expiration Date
1
Banner Elk NC 28604
11:30 AM 13/10/02
17/09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
///
Name, Address of Responsible Official/Title/Phone and Fax Number
Martin J. Lashua,PO Box 240908 Charlotte NC 282240908/NC Regional Contacted
Director/704-525-7990/7045258174 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Flow Measurement Operations & Maintenance N Self -Monitoring Program
Sludge Handling Disposal Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Linda S Wiggs ARO WQ//828-296-4500 Ext.4653/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO022900 111 12, 13/10/02 18
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Page # 2

VFV
Permit: NCO022900
Inspection Date: 10/02/2013
Owner - Facility: Sugar Mountain WWTP
Inspection Type: Compliance Sampling
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
n
n
n
n
Is the facility as described in the permit?
❑
n
n
n
# Are there any special conditions for the permit? Af
n
n
n
n
Is access to the plant site restricted to the general public?
n
n
n
n
Is the inspector granted access to all areas for inspection?
n
n
n
n
Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? / n n n n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge r;(n n n
Judge, and other that are applicable? --
Comment:
—7d c'_1O
Pump Station - Influent Yes No NA NE
Is the pump wet well free of bypass lines or structures? if
n
In
n
n
Is the wet well free of excessive grease? Y
n
n
n
n
Are all pumps present? \l
n
n
n
n
Are all pumps operable?
n
n
n
n
Are float controls operable?
❑
n
❑
n
Is SCADA telemetry available and operational? ;�
f ��
n
n
n
n
Is audible and visual alarm available and operational? i`
//
��11�l4 hV
n
n
n
n
Comment:
Bar Screens
Yes
No
NA
NE
Type of bar screen
a.Manual ✓-
n
b.Mechanical
n
Are the bars adequately screening debris? ��
n
n
n
n
Is the screen free of excessive debris?/
n
n
n
n
Is disposal of screening in compliance? ✓
n
n
n
n
Is the unit in good condition? ✓
n
n
n
n
Comment: j �1b ►�r,,,� �l,l
�C'!
Equalization Basins Ul JfJ�" J
Yes
No
NA
NE
�
Page # 3

Permit: NCO022900 Owner - Facility:
Inspection Date: 10/02/2013 Inspection Type:
Sugar Mountain WWTP
Compliance Sampling
Equalization Basins
Yes
No
NA
NE
Is the basin aerated? /
n
n
n
n
nvironment? �/
Is the basin free of bypass lines or structures to the natural environment?/
n
n
n
n
Is the basin free of excessive grease? / /
n
n
n
n
Are all pumps present?
n
n
n
n
Are all pumps operable?
In
n
n
n
Are float controls operable?
n
n
n
n
Are audible and visual alarms operable?
n
n
n
n
# Is basin size/volume adequate?
n
❑
n
n
Comment:
Aeration Basins
Yes
No
NA
NE
Mode of operation
Type of aeration system -Cf r C 14
Is the basin free of dead spots? �/
Are surface aerators and mixers operational? /VA
Are the diffusers operational?
Is the foam the proper color for the treatment process?y
Does the foam cover less than 25% of the basin's surface? y
Is the DO level acceptable?
Is the DO level acceptable?(1.0 to 3.0 mg/1) 30 Y
CJ // YR�
Comment: a
Secondary Clarifier
Is the clarifier free of black and odorous wastewater?
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting? Y
Is scum removal adequate?/
Is the site free of excessive floating sludge? l
Is the drive unit operational?�
nnnn
nnnn
nnnn
nnnn
n n n n
n n n n
nnnn
Yes No NA NE
nnnn
n n n n
n n n n
nnnn
nnnn
nnnn
nnnn
n n n n
Page # 4

VFV
Permit: NC0022900
Inspection Date: 10/02/2013
Owner - Facility: Sugar Mountain WWTP
Inspection Type: Compliance Sampling
Secondary Clarifier Yes No NA NE
Is the return rate acceptable (low turbulence)? n n n n
Is the overflow clear of excessive solids/pin floc? n n n n
Is the sludge blanket level acceptable? (Approximately % of the sidewall depth) AV - n n n n
Comment:
Disinfection -Liquid
Yes
No
NA
NE
Is there adequate reserve supply of disinfectant?
n
n
n
n
(Sodium Hypochlorite) Is pump feed system operational?
n
n
n
n
Is bulk storage tank containment area adequate? (free of leaks/open drains)
n
n
n
n
Is the level of chlorine residual acceptable?
n
n
n
n
Is the contact chamber free of growth, or sludge buildup?
n
n
n
n
Is there chlorine residual prior to de -chlorination? J��
n
n
n
n
Comment:
De -chlorination Xi4A�p
Yes
No
NA
NE
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
❑
❑
❑
n
Is storage appropriate for cylinders?
n
n
n
n
# Is de -chlorination substance stored away from chlorine containers?
n
n
n
n
Comment:
Are the tablets the proper size and type?
❑
n
n
n
Are tablet de -chlorinators operational?
n
n
n
n
Number of tubes in use?
Comment:
Flow Measurement -
Yes
No
NA
NE
# Is flow meter used for reporting? y
n
n
n
n
Is flow meter calibrated annually? �l �V��
n
n
n
n
Is the flow meter operational? j
n
n
n
n
(If units are separated) Does the chart recorder match the flow meter? f✓
n
n
n
n
Comment:
Standby Power
Yes
No
NA
NE
Is automatically activated standby power available?
n
n
n
n
Page # 5

"NN
Permit: NC0022900
Inspection Date: 10/02/2013
Owner - Facility: Sugar Mountain WWTP
Inspection Type: Compliance Sampling
Standby Power Yes
No
NA
NE
Is the generator tested by interrupting primary power source? y'"
n
n
n
n
Is the generator tested under load? % r� —
//
n
n
n
n
Was generator tested & operational during the inspection? /14 ��� �'�
n
n
n
n
Do the generator(s) have adequate capacity to operate the entire wastewater site?y
n
n
n
n
Is there an emergency agreement with a fuel vendor for extended run on back-up power?
n
n
n
n
Is the generator fuel level monitored? or'
n
n
n
n
Comment:
Solids Handling Equipment
% Yes
No
NA
NE
Is the equipment operational?
�,�, ���' n
n
n
n
Is the chemical feed equipment operational?
Cv n
n
n
n
Is storage adequate?
n
n
n
n
Is the site free of high level of solids in filtrate from filter presses or vacuum filters? n
n
n
n
Is the site free of sludge buildup on belts and/or rollers of filter press? n n n n
Is the site free of excessive moisture in belt filter press sludge cake? I_l n n n
The facility has an approved sludge management plan? n n n n
Comment:
Effluent Sampling
Is flow
Yes
n
No
n
NA
n
NE
n
composite sampling proportional?
Is sample collected below all treatment units?
n
n
n
n
Is proper volume collected?
n
n
n
n
Is the tubing clean? �.
n
n
n
n
# Is proper temperature set for sample storage (kept at less than or equal to 6.0 degrees Celsius)?
n
n
n
n
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
n
n
n
n
Comment:
Fffluent Pine
Yes
No
NA
NE
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Comment:
Upstream / Downstream Sampling
Yes No NA NE
Page # 6

Permit: NC0022900 Owner -Facility: Sugar Mountain WWTP
Inspection Date: 10/02/2013 Inspection Type: Compliance Sampling
Upstream / Downstream Sampling
Yes No NA NE
Is the facility sampling performed as required by the permit (frequency, sampling type, and sampling location)? ❑ El 0 El
Comment: C2 -�
Page # 7

NODE
North Carolina Department of.Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
April 3, 2013
CERTIFIED MAIL: 7007 1490 0004 5533 7421
RETURN RECEIPT REQUESTED
Mr. Martin Lashua
Carolina Water Services of NC
P.O. Box 240908
Charlotte, NC 28224-0908
SUBJECT: NOTICE OF VIOLATION: NOV-2013-TX-0020
Whole Effluent Toxicity (WET) Testing
NPDES Permit No. NCO022900
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
John E. Skvarla III
Secretary
This is to inform you that a review of your toxicity self -monitoring report form for the month of January 2013 indicates a violation of
the toxicity limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your
efforts may include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents
of effluent toxicity, isolate the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in
effluent toxicity. Please be aware that North Carolina General Statutes provide for assessment of civil penalties for violations of
NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting
Requirements. Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic
Toxicity (AT) Test Forms. We encourage you to review this information; if it would be helpful to discuss this situation or possible
solutions to resolve effluent toxicity noncompliance, please contact Mr. John Giorgino with this office at (919) 743- 8441.
erely,
Cindy oore
Supervisor, Aquatic Toxicology Unit
cc: Chuck Cranford- Asheville Regional Office p �+
J enze shevflle eg Ma_1 ffice' � RECEIVED
Central Files
APR 1 1 2013
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 DWQ/Sur(Water Protection Section
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone] e
Internet: http://h2o.enr.state.nc.us/esb/ .Y L.v... .,
An Equal Opportunity \ Affirmative Action Employer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Unit at [phone] or another Unit representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Quality
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the following address:
North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period
(eg, January test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January 1-June 30, then you must provide
written notification to the Environmental Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar
year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Environmental Sciences
Section at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will
occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Quality, you may consider submitting your toxicity test
results .certifiedmail,,retum receipt requested to the Environmental Sciences Section.
Environmental Sciences Section
1621 Mail,Service Center, Raleigh; North Carolina 27699-1621 One
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607 NofthCarollna
.Phone: [phone] FAX: [phone] �17airx°�llr�
Internet ht1p:11h2o.enr.state.nc.us1esb/
An Equal Opportunity 1 Affirmative Action Employer

Subrnifi by Email Print Form.
UffiffiEs, inc.°
Wastewater Treatment and Collection
Performance Annual Report MAR 2 6 2013
I. General Information -
Facility/System Name Sugar Mountain i County Avery
Service Area Includes:IAll areas within Village of Sugar Mountain boundaries
Responsible Party: Carolina Water Service, Inc. of NC
Contact Name and Area Manager - Rex Woody 800-525-7990
Phone #:
Applicable Permit(s): 1.N00022900 / WQCS00174
Description of
Collection System or
Treatment Process:
NCO022900: The operation of a 0.5 MGD wastewater treatment plant consisting of extended aeration
plants, clarifier, sludge holding, disinfection, and dechlorination equipment.
WQCS00174: The wastewater collection system consists of, at the time of permit issuance, approximately
4.77 miles of gravity sewer, approximately 1.99 miles of force main, 8 duplex pump stations, and all
associated piping, valves, and appurtenances.
II. Performance E I V
Overall Summary of System Performance for Calendar Year: 2012
Af H I N 10
!` P,v, Q,Surficc Water Protection Section
I Ash.y`lle Regional Office
The wastewater treatment plant consistently met all permitted discharge limitations during the year.
The collection system consistently met all permit limitations during the year.
i

The following lists any violations of nit conditions or environmental regulations 1 nay have occurred during the year. If a
violation is listed, a description of any known environmental impact including the corrective measures taken is included.
January
No violations/deficiencies noted.
February
No violations/deficiencies noted.
March
No violations/deficiencies noted.
April
No violations/deficiencies noted.
May
No violations/deficiencies noted.
No violations/deficiencies noted.
June
July
No violations/deficiencies noted.
August
No violations/deficiencies noted.
September
October
No violations/deficiencies noted.
No violations/deficiencies noted.
November
No violations/deficiencies noted.
December
t
No violations/deficiencies noted.
III. Notification
Customers will be notified of the availability of this report with a message on their bills and copies
will be provided upon request.
IV. Certification
I hereby certify that the information contained in this
best of my knowledge. ' n P
Signature
is accurate and complete to the
Date 2/15/2013
Printed Name IMartin Lashua Title: Regional Director

4-
Submit by Ematl j Prin orm .,..j
� F UtififfEs,In c.° - - - -
k
Wastewater Treatment and Collection
Performance Annual Report
I. General Information
Facility/System Name Sugar Mountain I County Avery
Service Area Includes:
U areas within Village of Sugar Mountain boundaries
Responsible Party: Carolina Water Service, Inc of NC
Contact Name and
Phone #:
Area Manager - Rex Woody 800-525-7990
Applicable Perm it(s):-lNC0022900/WQCS00174
Description of
Collection System or
Treatment Process:
NCO022900-The operation of a 0.5 MGD wastewater treatment plant consisting of extended aeration
plants, clarifier, sludge holding, disinfection, and dechlorination equipment.
500174: The wastewater collection system consists of, at the time of permit issuance, approximately
miles of gravity sewer, approximately 1.99 miles of force main, 8 duplex pump stations, and all
=iated piping, valves, and appurtenances.
II. Performance
Overall Summary of System Performance for Calendar Year: 2011 .
e wastewater treatment plant consistently met all permitted discharge Jim
e collection system consistently met all permit limitations during the year
is'dutingt(lh year--'
t D IS 0 V
i
MAR - 9 2012
WATER QUAL11T SECTION

The following lists any violations of Nt conditions or environmental regulations Afty have occurred during the year. If a
violation is listed, a description of any known environmental impact including the corrective measures taken is included.
January
No violations/deficiencies noted.
February
No violations/deficiencies noted.
March
No violations/deficiencies noted.
• I
April
No violations/deficiencies noted.
May
No violations/deficiencies noted.
June
No violations/deficiencies noted.
July
No violations/deficiencies noted.
i
August
No violations/deficiencies noted.
September
No violations/deficiencies noted. i.
i
October
No violations/deficiencies noted.
i
November
No violations/deficiencies noted.
December
No violations/deficiencies noted.
III. Notification
Customers will be notified of the availability of this report with a message on their bills and copies
Will. be provided upon request.
IV. Certification
I hereby certify that the information contained in this p
best of my knowledge.
Signature
Printed Name Partin Lashua
is accurate and.complete to the
Date
Title: Regional Director

VA
AMF V�
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullinsflee freeman'
;.
Governor Director ;; SecretarV
June 7, 2011 � Y . D
S;
�i
Mr. Martin Lashua, Regional Director
Carolina Water Service, Inc. of North Carolina
Post Office Box 240908
Charlotte, NC 28224-0908
Dear Mr. Lashua:
l� J U N 16 2011
k
i. WATER QUALITY SECTION
ASHIEVILI_E R G10NAL OFFICE
Subject: Tax Certification for Pollution Abatement Equipment
Real and Personal Property
Tax Certification Number: TCS-AV-113
Carolina Water Service, Inc. of .North Carolina
Sugar Mountain WWTP
Avery County
As per your request, the staff of the Division of Water Quality have completed our review of the Tax
Certification Request for real and personal property that we received from your office on April 14, 2011-
Please find attached a copy of Tax Certification Number: TCS-AV-113 that has been issued by
this office to CWS Systems, Inc. for the facility located in Avery County. A copy of this Certification is
being sent to the Avery County Tax Office along with a copy of this letter. During our review, we identified
item(s) that did not meet the established criteria to receive tax certification. The item(s) not receiving
certifications are identified on the Tax Certification.
Please note that as part of this Tax Certification process the DENR staff did not make any efforts to
confirm either the cost of the item(s) certified or the year of acquisition.
If there is a need for any additional information or. clarification, please do not hesitate to contact
either Antonio V. Evans of our staff at tony.evans@ncdenr•gov or 919-715-6220 or me at
[e-mail] or 919-715-6224.
Sincerely,
W7
Mark L. Hubbard, P.E., Assistant Chief
Project Manabement Branch
ZD
Attachment(s)
Cc: Mr. Phillip Barrier, Avery County Assessor w/a
Construction Grants and Loans Section w/a
DWQ-SWPS Central Files w/a
191WiQ�S;W1�SaAsheville-Regional Office Flesw/sad
Construction Grants and Loans Section One
1633 Mail Service Center Raleigh NC 27699-1633 Phone: [phone] / FAX: [phone] / Internet: www.nccgl.net 1 d hTohCo9ia

:.� :�. - ��, :•.�:.�� -.max
NORTH CAROLINA DEPART 1MIENT OF
ENV!RONidht-,ITAND NATURA1. i?F:c-OURGES
North Carolina Division of Water Quality
TAX CERTIFICATION NUMBER: TCS-AV-1 13
In accordance with the provisions of the North Carolina General Statutes G.S. 105-275.(8) this
is to certify that:
Carolina Water Service, Ine .. of North Carolina
Sugar Mountain WWTP
291 Norwood Hollow Road, Banner Elk, NC 28604
Avery County
filed a request for tax certification for real and personal property covered under the Division Of
Water Quality NPDES Permit NC 0022900.
On April 14, 2011, staff of the Division of Water Quality inspected these wastewater facilities and
found or observed, based on the information supplied by the applicant, that the facilities listed on
the attached application meet the following requirements for Tax Certification:
1. The property has been constructed and installed;
2. The property complies with the requirements of the IEMC;
3. The property is being effectively operated in accordance with the terms and conditions of approvals
issued by the EMC; and
4. The property has as its primary rather than incidental purpose the reduction of water pollution
resulting from the discharge of sewage or waste.
Please note that as part of this Tax Certification process' s the DENR staff did. not make any
efforts to confirm either the cost of the items certified or the year of their acquisition.
DATE TAX CERTIFICATION ISSUED: June 7, 2011
2
Mark L. Hubbard, P.E., Assistant Chief
Construction Grant,, & Loans Section

a For: QWQ`Use.` TCN:�CS i
This application is to be used only for waste treatment systems and
_
under the authority of the NC Division of Water Quality (DWQ) Rev. 06/01/2007
I
DIRECTIONS: Complete and mail signed copies of the application form and all supporting information to both: 1) the County Tax Administrator for the County in which the facility is located (one copy) AND 2)
to the NC Division of Water Quality, Construction Grants and Loans Section, 1633 Mail Service Center, Raleigh, NC 27699-1633 (two copies). Type or print in blue or black ink. A separate application
package is required for each facility where property proposed for tax certification is located.
THIS APPLICATION WILL NOT BE PROCESSED WITHOUT COMPLETE AND ACCURATE INFORMATION. If you have any questions regarding this application, please call the local tax office or the NC
Division of Water Quality at 919/733-6900 or their web site at www.ncccil.net for more specific contact information.
Please Note:
a) Tax Certifications will only be processed for facilities under the authority of the DWQ and only if the DWQ has found that the described property:
1. Has been or will be constructed or installed;
2. Complies with or that plans therefore which have been submitted to the DWQ indicate that it will comply with the requirements of the Environmental Management Commission;
3. Is being effectively operated or will, when completed, be required to operate in accordance with the terms and conditions of the permit, certificate of approval, or other document of approval issued by the
DWQ; and
4. Has or, when completed, will have as its PRIMARY rather than incidental purpose the reduction of water pollution.
5). Is being used exclusively (100%) for waste treatment.
b) If approved, the Tax Certification issued will incorporate all requested assets at the facility that meet the criteria for Tax Certification by DWQ. Therefore this application must include any new assets for
which Tax Certification is being requested, as well as any assets previously receiving Tax Certification from DWQ for which Tax Certification is still needed
A. Applicant (Applicant is the owner of and taxpayer for, the property described in this application for tax certification.
Name of Applicant: Name of Facility:
CAROLINA WATER SERVICE, INC. OF NORTH CAROLINA, SUGAR MOUNTAIN WASTEWATER TREATMENT PLANT
Address of Applicant, if different from facility where property located: Physical Address of Facility where property located (no P.O. Box):
PO BOX 240908, Charlotte NC 28224-0908 291 Norwood Hollow Road, Banner Elk, NC 28604
(address) (city) (zip) (street address) (city) (zip)
Business Relationship of Applicant to facility where property Iocated:Owner Count where property located: AVERY
Name of Contact Person at. Facility where property located:
TONY KONSUL
Does the Applicant hold any NC Division of Water Quality Permits? ® Yes / ❑ No Title: REGIONAL MANAGER Phone Number: 704-319-0523
If yes, please list NCO022900
Permit Nos ;FLY
If approved, will this be the first Tax Certification issued for this Facility? If no, attach any previously issued tax
ems•. •• K i^C 4�uC�
® Yes / ❑ No certifications
B. Complete this Section onlyif the Operator/User of the facili and equipment is different from the Owner of the facility. �;�1
Name of
Operator/User:
Operator/User
Address: Y.
Operator/User Contact (address) (city) (zip)
Name:
Relationship between Operator/User of facility and equipment and aoDlicant:
***ATTACH A PROCESS SCHEMATIC TO YOUR APPLICATION The number of each item for which Tax Certification is being requested must be shown on the schematic —
Application Continues on Next Page ->

DIVISION OF WATER QUALITY TAX CERTIFICATION & EXEMPTION APPLICATION
Waste Treatment Systems & Equipment: Waste treatment systems & equipment must be used exclusively for the abatement of water pollution
PAGE2
For county
Use on
1
For DWQ
U..ony •A.
Approved
'D'
Disapproved
Description of Waste Treatment Systems or Equipment ment
SUGAR MOUNTAIN WASTEWATER TREATMENT PLANT
Was asset listed in
the permit (Yes/No)
YES
Asset Number,
Vehicle Identification
Number VIN
NIA
How is this equipment used for pollution abatement?
WASTEWATER TREATMENT
% of Use for
Pollution
Abatement
Year of
Acquisition
Original Historical
Cost'
s this asset
replacing a prior
asset?
3/1/1977
unknown
NO
2
100
3
4
5
8
7
8
a
10
11
2
13
14
15
Attach additional
pages
if necessary
' If the asset Is listed In the DWQ permit, the description must be Identical as listed on the current permit. If the asset Is not specifically listed In the DWQ permit, the applicant must attach detailed Information as to why the asset should qualify for Tax Certification.
When certifying systems or equipment, DENR Is not certifying the cost of the equipment or the year of acquisition.
Facilities: To qualify for tax certification, the building or section of building being applied for, must be used exclusively for water pollution prevention. A sketch of the building, square footage along with
details as to how the building is used for water pollution prevention, is required.
Land: To qualify for tax certification, the land must be used exclusively for water pollution prevention. A schematic diagram of the facility detailing the land being applied for is required. The amount of land
(acreage) is required and how this land is being used to prevent water pollution. For wastewater treatment and irrigation system list separately the acreage used for actual treatment from the acreage required
by the facility's water quality permit for buffers and setbacks.
SIGNATURE:
I hereby certify that the above ejication
jIle
nd r Ian are sed for the purpose stated, and that the information presented in this application is accurate. Furthermore, I certify that any portable or
mobile equipment listed on this e excl ivel inthe state of North Carolina
Applicant
Signature: Title: Alfr,42r Date: �
(print name also)
NOTICE: The penalty for false statement, representation or certification Of: v4a
herein includes Imprisonment and / or the assessment of civil penalties. (Name of Applicant Business Entity) (/
TC-WO

Avery Co. -- Printable Map
Page 1 of 1
Avery County, NC
03
DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal description". Map information is
believed to be accurate but accuracy is not guaranteed.
Sugar Mtn. WWTP Area Calculation
Measure
Length = 807.66 feet Perimeter = 809.04 feet
Area = 0.84 acres
htto://www.webais.net Anderson & Associates, Inc. htto://www.andassoc.com
http://arcims.webgis.net/nc/avery/printable2.asp 4/21/2011

. Avery Co. -- Printable Map
- ' Page 1 of 1
Avery County, NC
UMULAINItti: I ne Intormation contained on this page is NOT to be construed or used as a "legal description". Map information is
believed to be accurate but accuracy is not guaranteed.
Parcels
Tax Parcel No.: 185708890052 Deed Book: 102 Pg: 29
Brief Description. SM UTILITIES TREATMENT PL Deed Date: 0
ADDRESS: SUGAR MTN Deeded Size: 1.00 Lots
Owner: Bldg Value: - $0
CAROLINA WATER SERVICE Other Bldg Val: $0
OF NC INC ATT.AVE_ LINA FRIEDMAN
2335 SANDERS RD Land Value: $20,000
NORTHBROOK IL 60062-6108 AYB: 1000
Other Attributes
at point 1158125, 879042
Townships: Census Tracts:
Township: Banner Elk STCNTRBG: 370119902 1
http:/-Ntw v,}vebgis_ nel Anderson & Associates, Inc. jjW,4/www.anda._com
bttp:Harcims.webgis.net/nc/avery`/printable2.asp 7/29/2010

Permit NCO022900
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-2IS. 1, other
lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control
Act, as amended, the
Carolina Water Services, Inc. of NC
is hereby authorized to discharge wastewater from a facility located at the
Sugar Mountain WWTP
291 Norwood Hollow Road
Banner Elk
Avery County
to receiving waters designated as Flattop Creek in the Watauga River Basin
in accordance with effluent limitations, monitoring requirements, and other
conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective December 1, 2007.
This permit and authorization to discharge shall expire at midnight on September
30, 2012.
Signed this day October 15, 2007.
C' een H. Sullins, Director
f ivision of Water Quality
;'•' By Authority of the Environmental Management Commission

Permit NCO022900
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or
discharge are hereby revoked. As of this permit issuance, any previously issued
permit bearing this number is no longer effective. Therefore, the exclusive authority
to operate and discharge from this facility arises under the permit conditions,
requirements, terms, and provisions included herein.
Carolina Water Services Inc. of North Carolina is hereby authorized
to:
1. Continue to operate an existing 0.50 MGD wastewater treatment system with the
following components:
• One common equalization basin
• Two separate plants
o 1 - 0.5 MGD plant
o 2 - 1.0 MGD plant
• Each plant has
o Aeration Basin
o Clarifier
o Sludge holding tank
o Liquid sodium hypochlorite disinfection
o Liquid sodium bisulfite Dechlorination, and
o Post aeration
The facility is located in Banner Elk at 291 Norwood Hollow Creek in Avery
County.
2. After receiving an Authorization to Construct from The Division of Water Quality,
construct the necessary facilities to increase the plant capacity to 1.0 MGD.
3. Discharge from said treatment works at the location specified on the attached
map into Flattop Creek, classified C waters in the Watauga River Basin.

Carolina Water Services, Inc, of NC Facility x
Sugar Mountain WWTP Location
Latitude: 36' 07' 56" N State Grid: Valle Crucis not to scale
Longitude: 81' 51' 07" W Permitted Flow: 0.500 MGD
Receiving Stream: Flattop Creek Drainage Basin: Watauga River Basin North
NPDES Permit No. NC0022900
Stream Class: C Sub -Basin: 04-02-01 1 tl orth Avery County

t Avery Co. -- Printable Map
Page 1 of 1
Avery County, NC
DISCLAIMER: The information contained on this page is NOT to be construed or used as a 'legal description". Map information is
believed to be accurate but accuracy is not guaranteed.
Parcels
Tax Parcel No.: 185708891086
Deed Book: 102 Pg: 29
Brief Description: SM UTILITIES TREATMENT
Deed Date: 0
ADDRESS: SUGAR MTN
Deeded Size: 0.61 Acres
Owner:
Bldg Value: $0
CAROLINA WATER SERVICE
OF NC INC ATT.AVELINA FRIEDMAN
Other Bldg Val: $0
2335 SANDERS RD
Land Value: $20,000
NORTHBROOK IL 60062-6108
AYB: 1000
Other Attributes
at point 1158249, 879141
Townships: Census Tracts:
Township: Banner Elk STCNTRBG: 370119902 1
htlp:/hvW webgis.net Anderson & Associates, Inc. hllp_ftm n 4psoc _com
,
http://arcims.webgis.net/nc/av c� y,printable2.asp 7/29/2010

PROPOSED HYDRAULIC PROFILE
Kerr ro SGUE
\ l
1 \
4
PROPOSED SITE PLAN
v % tE l• - fa•
ROBERT G. BURGIN, JR., INC PR".. "R „»
P.O. BOX 1804 CAROLINA WATER SERVICE, INC. OF NC SUGAR MOUNTAIN WWTP
IRMOS. C. 29063 PO BOX 240705 ADDITION OF EQUALIZATION BASIN
(86) 781-2965 CHARLOTTE, NC 28224 PROPOSED SFrE PLAN
PROPOSEO FLOW DUGRAM FOR SWAR MTN W WTP
b—,=
1 MNN IINiET 1'
PROPOSER ERVAUtAINW
SEE O
SEE EruiEm
s SHEET � Q
ORAOE RA
TANK W
O —
O
cc
I
s,
tt
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t I MNIjNE fl15{pS
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A55 W.NIP
NEW 8'E0. BASIN
1
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1
l
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.co
PROPOSED SITE PLAN BLOWUP
,• . to uq�
I }
IOIN
'aI Y
M-

Sugar Mtn. Flow Diagram: TCS-AV-113
�otM� .�.f,gC,Tet,Tl ko
2�Ua k,2Gk log,
-Tcx,-k
-
r na-ttl�hcluo
t�,O
nakc of9.,1.
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U %ck"takoA
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raox
� 2 _

4. 1:4. 201112
W-

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VP
Sugar Mtn. WWTP Pictures: TCS-AV-113
Pic. #
Description
1.
Influent Pump Station Wet Well— 2, 25 Hp submersible pumps
2.
Manual Barscreen 1
3.
Manual Barscreen 2
4.
EQ Basin (exterior)
5.
EQ Basin (interior)
6.
EQ Basin Pumps 2-5Hp submersible pumps
7.
EQ Basin Pump Discharge into Splitter Box #1
8.
Package Plant #2 - WWT Train #2
9.
Package Plant #1.1—WWT Train #1
10.
Package Plant #1.2 —WWT Train #1
11.
Underground Chlorination / Dechlorination Chambers
12.
Splitter Box #2 (splits flow between package plant #1 & #2)
13.
Splitter Box #1 (Splits Flow between Train #1 and Train #2)
14.
Influent Flow Metering Flume w/ float
15.
Blowers 2-60Hp
16.
Chemical Chlorine Pumps
17.
155 KW generator
18.
Chemical Dechlorination Pumps

The following lists any violations of pe!.� conditions or environmental regulations that : j have occurred during the year. If a
violation is listed, a description of any known environmental impact including the corrective measures taken is included.
January
February
No violations/deficiencies noted.
No violations/deficiencies noted.
No violations/deficiencies noted.
March
April
A violation was issued for the limitation exceedance of toxicity. Additional samples were collected to enable this
parameter to return to compliance. No known environmental impact.
May
No violations/deficiencies noted.
June
No violations/deficiencies noted.
--
July
� ----------- ---- --- ----- --- No violations/deficiencies noted. i
August
No violations/deficiencies noted.
September
No violations/deficiencies noted.
October
No violations/deficiencies noted.
November
No violations/deficiencies noted.
December
No violations/deficiencies noted.
III. Notification
Customers will be notified of the availability of this report with a message on their bills and copies
will be provided upon request.
IV. Certification
I hereby certify that the informs on contained i
best of my knowledge.
Signature
Printed Name Martin Lashua
is report is accurate and complete to the
Date
Title: Regional Director

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mr.Tony Konsul
Carolina Water Service Inc. of NC
P.O. Box 240908
Charlotte, North Carolina 28224-0908
Dear Mr. Konsul:
Division of Water Quality
Coleen H. Sullins
Director
January 31, 2011
Subject: NOTICE OF VIOLATION
NOV-201 1 -MV-0025
Permit No. NCO022900
Sugar Mountain WWTP
Avery County
rl F !LE COPY
Dee Freeman
Secretary
A review of Sugar Mountain WWTP's monitoring report for July 2010 showed the following
violation:
Parameter
Date
Measuring
Frequency
Violation
Temperature
Week ending 07/24/2010
5 X Weekly
Failure to Monitor
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in
fact it should have been marked "Non -Compliant" with an explanation for the non-compliance. If the above
parameter was left off inadvertently, please send an amended DMR within 10 business days of receipt
of this letter to Raleigh at the address found on the front page of your DMR and also a copy to this
office.
Remedial actions should be taken to correct this problem. The Division of Water Quality may pursue
enforcement action for this and any additional violations of State law. If you should have any questions,
please do not hesitate to contact Janet Cantwell at 828/296-4600.
Sincerely,
,&w r, Z—:K_,zu4
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
D +ihe l� iil+g
DWQ Central iles
R. Darrell Young/ ORC
S:\SWP\Avery\Wastewater\Municipal\Sugar Mtn 22900\NOV-2011-MV-0025.doc
NorthCarolina
X& M!!ry
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone] Customer Service
Internet: www.ncwaterauality.ora FAX [phone]

Ci%%5+9` I
North Carolina Department of Environment and N..atu
Beverly Eaves Perdue
Governor
CERTIFIED MAIL: 7006 2760 0001 9282 0761
RETURN RECEIPT REQUESTED
Mr. Martin J. Lashua
N.C. Director of: Operations
Carolina Water Service Inc. of N.C.
P.O. Box 240908
Charlotte, North Carolina 28224-0908
Subject: NOTICE OF VIOLATION
Effluent Toxicity Testing
NPDES Permit No. NCO022900
Sugar Mountain Utilities
Avery County
Dear Mr. Lashua:
Division of Water Quality
Coleen H. Sullins
Director
.tune 23, 2010
ECE����~FY
S%%'F2 9 2010
----Dee-Freenian
WATER QUALITY SECTIO�Creary
ASSHEV!LLE REGIONIAL OFFIt.^-j
This is to inform you that a review of your toxicity self -monitoring report form for the month of April 2010 indicates a violation of the
toxicity limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your efforts
may include conducting a Toxicity. Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents of effluent toxicity,
isolate the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that
North Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting
Requirements. Please note appropriate mailing addresses for subnzitling your Discharge A'loniloring Reports (DA1/Rs) and Aquatic Toxicity (AT)
Test Forms. We encourage you to review this information; if it would be helpful to discuss this situation or possible solutions to resolve effluent
toxicity noncompliance, please contact Mr. John Giorgino with this office at [phone].
S' cerely, nm n
Cindy A. Moore
Supervisor, Aquatic Toxicology Unit
cc: Roger Edwards/Asheville Regional Office
Cl ff_Ivlenzel/Ashe_ville ftegioiTal Offlcc
Aquatic Toxicology Unit
Central Files
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699-1621
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone] Custorner Service: 1.877 623-6748
Internet: http:/lh2o.enr.state.nc.us/esb/
One
NorthCaralina
Nahlrallill
An Equal Opportuni'y 1 Affirmative Action Ernployer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Unit at [phone] or another Unit representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Quality
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the' following address:
North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period
(eg, January test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Fallow -up multiple concentration toxicity testing will influence the Division's enforcement response.
i- Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, .tune, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January 1-June 30, then you must provide
written notification to the Environmental Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar
year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Environmental Sciences
Section at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will
occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which,h"Ave not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Quality, you may consider submitting your toxicity test
results certified mail, return receipt requested to the Environmental Sciences Section.
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699-1621 ATOne 7 7
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607 1 v orth CarOhna
Phone: [phone] t FAX: [phone] Customer Service: 1.877-623-6748
Internet: hftp://h2o.enr.state-.nc.us/esb/ unal-lLy
'+ An Equal OpportunityAffirmative Action Employer iiii

3
LE COPY
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 1, 2009
Mr. Rex Woody
Carolina Water Service Inc. Of NC
P.O. Box 240908
Charlotte, North Carolina 28224-0908
SUBJECT: Compliance Evaluation Inspection
Status: Compliant
Sugar Mountain WWTP
Permit No: NCO022900
Avery County
Dear Mr. Woody:
Enclosed please find a copy of the Compliance Evaluation Inspection form from
the inspection conducted on August 25, 2009. The facility appeared to be in compliance
with permit NC0022900. The kind assistance of Mr. Darrell Young during the.inspection
was appreciated. He is doing a fine job of operating this facility.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-4500, Ext.
4667.
Si#anet
rely,
Cantwell
Environmental Specialist
Enclosure
,c 1 , �, ..°she ; .l %,Liles . y.
DWQ Central Files
Darrell Young/ ORC
G:IWPDATA\DEMWQ\Avery\22900 Sugar Mtn\22900 CEI 09.doc
SURFACE WATER PROTECTION —ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 NOrthCarolina
Phone: [phone]\FAX: [phone]\Customer Service: 1-877-623-6748 ooAhCaNaw,R. l in
Internet: www.ncwatergualitV.org L`

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 151 31 N00022900 111 121 09/08/25 117 181 Cl 191 sI 201 1
Remarks
211-I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I 1 1 16
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 CA ----- ---------Reserved-----------
671 169 701 I 711 I 721 NJ 73 I I 174 751 1 I I I I Li
w
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Sugar Mountain WWTP
11:30 AM 09/08/25
07/12/01
Exit Time/Date
Permit Expiration Date
NCSR 1364
Banner Elk NC 28604
12:15 PM 09/08/25
12/09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible OfficiallTitle/Phone and Fax Number
Rex Woody,PO Box 240908 Charlotte NC Contacted
282240908//704-525-7990/7045258174 Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit 0 Flow Measurement Operations & Maintenance 0 Records/Reports
Self -Monitoring Program 0 Facility Site Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signatur of Inspector(s Agency/Office/Phone and Fax Numbers ateS/C�/
Janet Cant WQ//828-296-4500 �/
Ext.4667/
Keith Haynes ARO WQ//828-296-4500/
qIbQ
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Da e
0
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
C
Page # 1

NPDES yr/mo/day Inspection Type (cont.) 1
3I NCO022900 I11 12I 09/08/25 I17 18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Darrell Young/ ORC and Keith Haynes of this office assisted in the inspection.
Due to a power outage the facility was running on emergency power during the inspection.
The permit will expire September 30, 2012.
The logbook was on site along with a copy of the full permit.
The Annual Performance Report for 2008 was received February 2009.
The last compliance evaluation inspection was conducted by Wanda Frazier on June 13, 2007.
The tubing on the composite sampler needs to be replaced.
This facility appears to be well operated.
Page # 2

Permit: NCO022900
Inspection Date: 08/25/2009
Owner - Facility: Sugar Mountain WN/VTP
Inspection Type: Compliance Evaluation
Permit
Yes
No
NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
❑
❑
■
❑
Is the facility as described in the permit?
■
n
n
n
# Are there any special conditions for the permit?
n
■
n
n
Is access to the plant site restricted to the general public?
■
n
n
n
Is the inspector granted access to all areas for inspection?
■
n
n
o
Comment: The permit will expire 9/30/2012.
Operations & Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
■
n
n
n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
n
n
n
Judge, and other that are applicable?
Comment:
Record Keeping
Yes
No
NA
NE
Are records kept and maintained as required by the permit?
■
n
n
n
Is all required information readily available, complete and current?
■
n
n
n
Are all records maintained for 3 years (lab. reg. required 5 years)?
n
n
n
■
Are analytical results consistent with data reported on DMRs?
❑
❑
n
■
Is the chain -of -custody complete?
n
n
n
■
Dates, times and location of sampling
❑
Name of individual performing the sampling
❑
Results of analysis and calibration
n
Dates of analysis
n
Name of person performing analyses
❑
Transported COCs
❑
Are DMRs complete: do they include all permit parameters?
■
n
n
❑
Has the facility submitted its annual compliance report to users and DWQ?
■
n
n
n
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift?
❑
❑
■
❑
Is the ORC visitation log available and current?
■
n
n
n
Is the ORC certified at grade equal to or higher than the facility classification?
■
n
n
n
Is the backup operator certified at one grade less or greater than the facility classification?
■
n
n
n
Is a copy of the current NPDES permit available on site?
■
n
n
n
Page # 3

Permit: NCO022900 Owner - Facility: Sugar Mountain WA7P
Inspection Date: 08/25/2009 Inspection Type: Compliance Evaluation
Record Keeping
Yes No
NA
NE
Facility has copy of previous year's Annual Report on file for review?
■
n
❑
❑
Comment:
Aeration Basins
Yes No
NA
NE
Mode of operation
Ext.
Air
Diffused
Type of aeration system
Is the basin free of dead spots?
■
n
n
n
Are surface aerators and mixers operational?
n
n
■
n
Are the diffusers operational?
■
n
n
n
Is the foam the proper color for the treatment process?
■
n
❑
Does the foam cover less than 25% of the basin's surface?
■
n
n
n
Is the DO level acceptable?
n
n
n
■
Is the DO level acceptable?(1.0 to 3.0 mg/I)
n
n
n
■
Comment:
Secondary Clarifier
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
■
n
n
n
Is the site free of excessive buildup of solids in center well of circular clarifier?
■
n
n
n
■
n
n
n
Are weirs level?
Is the site free of weir blockage?
■
n
n
n
Is the site free of evidence of short-circuiting?
■
n
n
n
Is scum removal adequate?
■
n
n
n
Is the site free of excessive floating sludge?
■
n
n
n
Is the drive unit operational?
■
n
n
F1
Is the return rate acceptable (low turbulence)?
■
n
n
n
Is the overflow clear of excessive solids/pin floc?
■
n
n
n
Is the sludge blanket level acceptable? (Approximately % of the sidewall depth)
❑
❑
❑
■
Comment:
Flow Measurement - Effluent
Yes
No
NA NE
# Is flow meter used for reporting?
■
n
00
Is flow meter calibrated annually?
■
n
00
Is the flow meter operational?
■
n
n
❑
Page # 4

Permit: NCO022900
Inspection Date: 0812512009
Flow Measurement - Effluent
Owner - Facility: Sugar Mountain wWTP
Inspection Type: Compliance Evaluation
(If units are separated) Does the chart recorder match the flow meter?
Comment: The flowmeter was calibrated September 2008.
Disinfection -Liquid
Is there adequate reserve supply of disinfectant?
(Sodium Hypochlorite) Is pump feed system operational?
Is bulk storage tank containment area adequate? (free of leaks/open drains)
Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de -chlorination?
Comment:
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de -chlorination substance stored away from chlorine containers?
Comment:
Are the tablets the proper size and type?
Are tablet de -chlorinators operational?
Number of tubes in use?
Comment:
n ❑ ■ ❑
■nnn
■nnn
nn■n
nnn■
■n-nCl
n n n ■
Liquid
nn■o
■ n n n
® n n n
nn■n
nn■n
Page # 5

1®`
HCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 18, 2009
J U N 2 9 2009 lws
CERTIFIED MAIL: 7007 1490 0004 5537 9834
RETURN RECEIPT REQUESTED
WATER OlJt,L !TY SECTION i
Mr. Martin J. Lashua
N.C. Director of Operations
Carolina Water Service Inc. of N.C.
P.O. Box 240908
Charlotte, North Carolina 28224-0908
Subject: NOTICE OF VIOLATION
Effluent Toxicity Testing
NPDF.,S Permit No. NCO022900
Sugar Mountain Utilities
Avery County
Dear Mr. Lashua:
This is to inform you that a review of your toxicity self -monitoring report form for the month of April 2009 indicates a violation of the
toxicity limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your efforts
may include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents of effluent toxicity,
isolate the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that
North Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting
Requirements. Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic Toxicity (AT) .
Test Forms. We encourage you to review this information; if it would be helpful to discuss this situation or possible solutions to resolve effluent
toxicity noncompliance, please contact Mr. John Giorgino with this office at [phone].
Sincerely,
Cindy A. Moore
Supervisor, Aquatic Toxicology Unit
cc: R l d__ wiir-ddy�Asheville Regional Office
Jeff Menzel/Asheville Regional Office
Aquatic Toxicology Unit
Central Files
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699-1621
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: http:/lh2o.enr.state.nc.us/esb/
Orie
NorthCarol..ina
An Equal Opportunity 1 Affirmative Action Employer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION .
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Unit at [phone] or another Unit representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Quality
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the following address:
North Carolina Division. of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period
(eg, January test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, .tune, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January 1-June 30, then you must provide
written notification to the Environmental Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar
year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Environmental Sciences
Section at (91.9) 743-8401 and provide written documentation indicating why the test was invalidated and the date when follow-up testing will
occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Quality, you may consider submitting your toxicity test
results certified mail, return receipt requested to the Environmental Sciences Section.
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699-1621
One
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
TAT t 7
i V Ui't.t1
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: hfp://h2o.enr.state.nc.us/esbl
pCrc`l%i)L.111ii
t rally
`/
An Equal Opportunity': Affirmative Action Employer

F E B 2 6 2009 Ji
Utilitks, Inc' i
-,`n 'J�, ITY SE ;TION
- _.
Wastewater^Treatment CoI"A
PerformancePerformance Annual{ e &t e
I. General Information. ®EN R , , c R QUALIN
Facility/System Name: Sugar Mountain P ounty:AveL BRANCH
Service Area Includes: All areas within Village of Sugar Mountain boundaries
Responsible Entity: Carolina Water Service, Inc. of NC
Contact Name/Phone #: Area Manager Rex Woody 800-525-7990
Applicable Permit(s): Permit Numbers I ' '(1C 2�29, @J/ WQCS00174
Description of Collection System or Treatment Process:
NCO022900: The operation of a 0.5 MGD wastewater treatment plant consisting of extended
aeration plants, clarifier, sludge holding, disinfection, and dechlorination equipment.
WQCS00174: The wastewater collection system consists of, at the time of permit issuance,
approximately 4.77 miles of gravity sewer, approximately 1.99 miles of force main, 6 duplex
pump stations, and all associated piping, valves, and appurtenances.
II. Performance
Overall Summary of System Performance for Calendar Year 2008:
The wastewater treatment plant consistently met permitted discharge limitations during the year.
The collection system consistently met permit limitations during the year.
The following lists any violations of permit conditions or environmental
regulations that may have occurred during the year. If a violation is listed,
a description of any known environmental impact including the corrective
measures taken is included.
Sugar Mountain Annual Sewer Performance Report 2008 Page 1

January
No violations/deficiencies noted.
February
No violations/deficiencies noted.
March
No violations/deficiencies noted.
April
No violations/deficiencies noted.
May
No violations/deficiencies noted.
June
No violations/deficiencies noted.
July
No violations/deficiencies noted:
August
No violations/deficiencies noted.
September
No violations/deficiencies noted.
October
No violations/deficiencies noted.
November
No violations/deficiencies noted.
December
No violations/deficiencies noted.
III. Notification
Customers will be notified of the availability of this report with a message on
their bills and copies will be provided upon request.
IV. Certification
I hereby certify that the information contained in this report is accurate and
complete the st o my owledge.
February 6, 2009
Signature of Responsible Person Date
Martin Lashua Regional Director
Printed Name Title
Sugar Mountain Annual Sewer Performance Report 2008 Page 2

. Wastewater Treatment and Collection
Performance Annual. Report
I. General Information
Facility/System Name: Sugar Mountain County: Avery
Service Area Includes:
Responsible Entity:
Contact Name/Phone #:
Applicable Permit(s):
All areas within Village of Sugar Mountain boundaries
Carolina Water Service, Inc. of NC
Area Manager Rex Woody 800-222-5291
Permit Numbers NCO022900 / WQCS00174
Description of Collection System or Treatment Process:
NCO022900: The operation of a 0.5 MGD wastewater treatment plant consisting of extended
aeration plants, clarifier, sludge holding, disinfection, and dechlorination equipment.
WQCS00174: The wastewater collection system consists of, at the time of permit issuance,
approximately 4.77 miles of gravity sewer, approximately 1.99 miles of force main, 6 duplex
pump stations, and all associated piping, valves, and appurtenances.
II. Performance
Overall Summary of System Performance for Calendar Year 2007:
The wastewater treatment plant had one exceedance of the permit limitations during the year.
The collection system
met permit limitations during the year.
iL
The following lists any violations of permit conditions or environmental 8 2 0 2008
regulations that may have occurred during the year. If a violation is liste -
a description of any known environmental impact including the corrective,;
f _r _CTICI d
measures taken is included.
Q (5? Sugar Mountain Annual Sewer Performance Report 2007 Page 1
n. R
/U

January
A violation was issued after a single fecal coliform result of 4200/100 ml exceeded
the daily maximum limit of 400/100 ml. The monthly average was within limits.
The cause of the exceedance was found to be due to a partially frozen chemical line
which was promptly corrected with additional insulation. No known environmental
impact.
February
No violations/deficiencies noted.
March
No violations/deficiencies notedl
April
No violations/deficiencies noted.
May
No violations/deficiencies noted.
June
No violations/deficiencies noted.
July
No violations/deficiencies noted.
August
No violations/deficiencies noted.
September
No violations/deficiencies noted.
October
No violations/deficiencies noted.
November
No violations/deficiencies noted.
December
No violations/deficiencies noted.
III. Notification
Customers will be notified of the availability of this report with a message on
their bills and copies will be provided upon request.
IV. Certification
I hereby cer ify that the information contained in this report is accurate and
complete t e best f kn 1 dge.
January 31, 2008
Signature of Responsible Person Date
Martin Lashua Regional Director
Printed Name Title
Sugar Mountain Annual Sewer Performance Report 2007 Page 2

F WATF Michael F. Easley, Governor
s �0 RQ William G. Ross Jr., Secretary
�O G North Carolina Department of Environment and Natural Resources
r
Coleen H. Sullins, Director
pZ Division of Water Quality
Asheville Regional Office
SURFACE WATER PROTECTION
a
k
June 18, 2007 � L El
Mr. Martin Lashua
Carolina Water Service Inc. of NC
PO Box 240908
Charlotte, NC 282240908
SUBJECT: Compliance Evaluation Inspection
Carolina Water Service Inc. of NC
Sugar Mountain WWTP
Permit number NCO022900
Avery County
Dear Mr. Lashua:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the
inspection conducted on June 13, 2007. The facility was found to be in compliance with permit
NC0022900.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff have any questions, please call me at 828-296-4500 extentsion 4662.
Sincerely,
� omC�' �y Gyve
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: Rex Woody; PO Box 337; Banner Elk, NC 28604
Central Fileslaw—
_
sloe 11�I:- Reii�n - � :* Ice fa }iqi�ty f�les
North Carolina
NafurallY
2090 US Hwy 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1-877-623-6748

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e.", PCs)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 31 NCO022900 111 121 07/06/13 117 18I CI 19I sI 201
Remarks
21IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA --------------------------- Reserved ----------------------
67 I 1.0 169 701 31 711 I 721 N I 73 L Lj 74 751 I I I I I Li
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
02:00 PM 07/06/13
03/09/01
Sugar Mountain WWTP
Exit Time/Date
Permit Expiration Date
NCSR 1364
Banner Elk NC 28604
03:30 PM 07/06/13
07/09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
Rex Woody,PO Box 240908 Charlotte NC Contacted
282240908//704-525-7990/7045258174 No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit ® Operations & Maintenance ® Records/Reports Self -Monitoring Program
Facility Site Review Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda P Fra 'er ARO WQ//828-296-4500 Ext.4662/
Signature of Management Q A Reviewer Agency/Offic / one and Fax Numbers Date
111-7
4 l a>
EPA Forrlfi 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES
3I NCO022900 I11 12
yr/mo/day Inspection Type
07/06/13 I17 18ICl
(cont.)
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Treatment Units / Process Control Testing / Effluent Data:
The activated sludge aeration basin process control data was as follows:
Temperature = 18.0 degrees Celcius
pH = 6.2 units
Dissolved Oxygen = 1.5 mg/i
Tip: The ideal level for dissolved oxygen in the aeration basin is generally 1 to 3 mg/I.
Seasonal changes in temperature require the adjustment of the aeration timer to achieve ideal
dissolved oxygen levels.
Settleable Solids = 550 ml/I = 55 %
Tip: Using the settleability test, the return sludge pumping rate is usually set
so that the flow rate is approximately equal to the percentage volumes occupied
by the settleable solids from the aeration basin after settling for 30 minutes
in a settleometer. For example, a settleability of 30% would generally indicate
a recommended return sludge pumping rate of 30%.
Having the percent settleable solids (i.e. 30%) the same as the percent return sludge pumping
rate (i.e. 30%), allows for the solids balance in the plant to be maintained. If the plant
cannot handle that return sludge pumping rate, then wasting is probably recommended, unless the
sludge is too young.
The effluent data was as follows:
Dissolved Oxygen = 8.4 mg/I
pH = 6.1 units
Temperature = 18.0 degrees Celcius
Chlorine = < 15 ug/I
Records & Reports:
A review of the files indicates that the last compliance evaluation inspection was
conducted on 5-22-2007 by Wanda Frazier.
The permit expires on 9-30-2007. A request for permit renewal is required to be filed 6 months
prior to expiration.
The Annual Performance Report has been filed for the year and was on -site, along with a
complete copy of the current permit.
The log book was present on -site and had good notation of daily events.
Page # 2

Oft',
Permit: NCO022900
Inspection Date: 06/13/2007
Operations & Maintenance / Summary:
Owner - Facility: Sugar Mountain WWTP
Inspection Type: Compliance Evaluation
The effluent appeared to be clear, indicating compliance with permit limits.
This facility appears to be well operated and maintained.
The operator was on -site during the inspection and is doing a good job.
Page # 3

Lo
J
Permit: NCO022900 Owner - Facility: Sugar Mountain WWTP
Inspection Date: 06/13/2007 Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
®n
n
n
Is the facility as described in the permit?
®
n
In
n
# Are there any special conditions for the permit?
s
n
n
n
Is access to the plant site restricted to the general public?
■
n
n
n
Is the inspector granted access to all areas for inspection?
®
n
n
In
Comment:
0- c..., ---
Yes
No
NA
NE
Type of bar screen
a.Manual
b.Mechanical
Are the bars adequately screening debris?
®n
n
n
Is the screen free of excessive debris?
®
n
n
n
Is disposal of screening in compliance?
®
❑
❑
n
Is the unit in good condition?
®n
n
n
Comment:
Aeration Basins
Yes
No
NA
NE
Mode of operation
Ext.
Air
Type of aeration system
Diffused
Is the basin free of dead spots?
®
n
n
n
Are surface aerators and mixers operational?
n
n
®
n
Are the diffusers operational?
n
n
n
Is the foam the proper color for the treatment process?
®
❑
❑
n
Does the foam cover less than 25% of the basin's surface?
®
n
n
n
Is the DO level acceptable?
®
n
n
n
Is the DO level acceptable?(1.0 to 3.0 mg/1)
®
n
n
n
Comment:
Secondary Clarifier
Yes
No
NA
NE
Is the clarifier free of black and odorous wastewater?
®
n
n
n
Is the site free of excessive buildup of solids in center well of circular clarifier?
®
n
n
o
Are weirs level?
®
n
n
n
Page # 4

e'
R �
Permit: NCO022900 Owner - Facility: Sugar Mountain WWTP
Inspection Date: 06/13/2007 Inspection Type: Compliance Evaluation
Secondary Clarifier
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
annn
1Annn
Ennnn
® n n n
Is the drive unit operational?
®n
n
n
Is the return rate acceptable (low turbulence)?
®❑
n
n
Is the overflow clear of excessive solids/pin floc?
®
n
n
n
Is the sludge blanket level acceptable? (Approximately'/< of the sidewall depth)
®
n
n
n
Comment:
Operations & Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
®
n
❑
❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge IS
n
n
n
Judge, and other that are applicable?
Comment:
Disinfection -Liquid
Yes
No
NA
NE
Is there adequate reserve supply of disinfectant?
®
n
n
n
(Sodium Hypochlorite) Is pump feed system operational?
ET
n
n
n
Is bulk storage tank containment area adequate? (free of leaks/open drains)
n
n
n
Is the level of chlorine residual acceptable?
n
n
n
Is the contact chamber free of growth, or sludge buildup?
n
n
n
Is there chlorine residual prior to de -chlorination?
!
n
n
n
Comment:
Type of system ? Liquid
Is the feed ratio proportional to chlorine amount (1 to 1)? n n n
Is storage appropriate for cylinders? ® n n n
# Is de -chlorination substance stored away from chlorine containers? n n n
Comment:
Are the tablets the proper size and type? 171 ❑ in
Are tablet de -chlorinators operational? ❑ ❑ ® n
Page # 5

Permit: NCO022900
Inspection Date: 06/13/2007
Owner - Facility: Sugar Mountain WWTP
Inspection Type: Compliance Evaluation
De -chlorination
Number of tubes in use?
Comment:
Effluent Sampling
Is composite sampling flow proportional?
Is sample collected below all treatment units?
Is proper volume collected?
Is the tubing clean?
Is proper temperature set for sample storage (kept at 1.0 to 4.4 degrees Celsius)?
Is the facility sampling performed as required by the permit (frequency, sampling type representative)?
Comment:
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Comment: The effluent pipe was extended by Mr. Heaton (private landowner) with
black plastic 8-inch corrugated piping and covered with soil after the September 2004
flooding. The original outfall (concrete pipe) was located approximately 100 feet above
where it is presently located. It currently discharges directly into Flattop Creek, as
specified in the permit.
Yes No NA NE
®❑ n n
nnn
nn■o
Page # 6

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
'-Asheville-Regional_Office
FF1 i
SURFACE WATER PROTECTION SECTION
April9, 2007
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7006 2150 0005 2459 5311
Mr. Martin Lashua
Carolina Water Service Inc. of NC
PO Box 240908
Charlotte, NC 28224-0908
Subject: NOTICE OF VIOLATION
NOV-2007-LV-0186
Permit No. NCO022900
Sugar Mountain WWTP
Avery County
Dear Mr. Lashua:
A review of Sugar Mountain WWTP's monitoring report for January 2007 showed the
following violations:
Parameter
Date
Limit Value
Reported Value
Limit Type
Fecal Coliform,
400
4,200
Daily Maximum
Membrane Filter,
01/30/07
colonies per
colonies per
Exceeded
M-FC Broth @
100 ml
100 ml
44.5 degrees Celcius
NoAhCarotina
2090 US Hwy 70, Swannanoa, NC 28778 828/296-4500 (Telephone) 828/299-7043 (Fax) Customer Service 877-623-6748

Mr. Martin Lashua
Carolina Water Service Inc. of NC
April9, 2007
Page 2 of 2
Remedial actions should be taken to correct this problem. The Division of Water Quality may
pursue enforcement action for this and any additional violations of State law. If you should have
any questions, please do not hesitate to contact Wanda Frazier at 828-296-4500 extension 4662.
The Asheville Regional Office currently has on staff a Wastewater Treatment Consultant to offer
technical assistance to Wastewater Treatment Plants and Collection Systems with operational
concerns. This service is free and non -regulatory to assist in the identification and correction of
operational problems. This service can be utilized for optimization of the operation of WWTP
and/or Collection Systems. Should you have questions about this service, please contact Don
Price at 828-296-4500 extension 4656.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
Enclosure
cc: Bob Guerra, NPDES Point Source Compliance Enforcement
WQ Central Files

M
Wastewater Treatment and Collection
Performance Annual Report
I. General Information
Facility/System Name: Sugar Mountain County• Avery
Service Area Includes: All areas within village of Sugar Mountain boundaries
Responsible Entity:
Contact Name/Phone #:
Applicable Permit(s):
Carolina Water Service, Inc. of NC
Area Manager Rex Woody 800-222-5291
Permit Numbers NCO022900 / WQCS00174
Description of Collection System or Treatment Process:
NCO022900: The operation of a 0.5 MGD wastewater treatment plant consisting of extended
aeration plants, clarifier, sludge holding, disinfection, and dechlorination equipment.
WQCS00174: The wastewater collection system consists of, at the time of permit issuance,
approximately 4.77 miles of gravity sewer, approximately 1.99 miles of force main, 6 duplex
pump stations, and all associated piping, valves, and appurtenances.
II. Performance
Overall Summary of System Performance for Calendar Year 2006:
The wastewater treatment plant had one exceedance of the permit limitations during the year.
The collection system had one occurrence that resulted in a Sanitary Sewer Overflow (SSO).
The following lists any violations of permit conditions or environmental
regulations that may have occurred during the year. If a violation is listed,
a description of any known environmental impact including the corrective
measures taken is included.
u

U
January
No violations/deficiencies noted.
February
No violations/deficiencies noted.
March
No violations/deficiencies noted.
April
No violations/deficiencies noted.
May
No violations/deficiencies noted.
June
SSO occurred on 6/7/06, a press release stating that 100 gallons of untreated sewer
reached Flat Top Creekwas issued. A pipe that had pulled apart was the cause of the
spill. The pipe was repaired to prevent a futureoccurrence. No known
environmental impact.
July
A single Dissolved Oxygen result of 5.54 mg/1 did not reach the daily minimum
required level of 6 mg/l. Adjustments have been made to prevent a future
occurrence. No known environmental impact.
August
No violations/deficiencies noted.
September
No violations/deficiencies noted.
October
No violations/deficiencies noted.
November
No violations/deficiencies noted.
December
No violations/deficiencies noted.
III. Notification
Customers will be notified of the availability of this report with a message on
their bills and copies will be provided upon request.
IV. Certification
I hereby certify, that the information contained in this report is accurate and
complete to th' best o my owl d e.
February 28, 2007
Signature of Responsible Person Date;
Martin Lashua Regional Manager
Printed Name Title

. _ /
NCDENR
North Carolina Department of Environment. and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
February-13; 2007.1 .
Alan W. Klimek, P.E., Director.
James T. Highley
Carolina Water Service, Inc. of North. Carolina
P.O. Box 240908
Charlotte,NC 28224
Subject: Renewal Notice
NPDES Permit NCO022900
Sugar Mountain WWTP
Avery County .
Dear Permittee:.
Your NPDES permit expires on September 30, 2007. Federal (40 CFR 122.41) and North- Carolina
(15A NCAC 2H.0105(e)) regulations require that permit renewal- applications. must be filed at least 180.days
prior to expiration of the current permit. If you have already mailed your renewal application, you
may disregard this notice.
To.satisfy-this requirement,.your renewal 'package must be sent to the Division postmarked no later
than April 3, 2007. Failure to request renewal by this date may result in a civil assessment of at least .
$500.00. -Larger penalties may be assessed depending upon the delinquency of the request.
If any-wastewater:discharge will occur after September 30,.2007,.the current'permitmust be
renewed. Discharge; of wastewater. without a valid permit would violate North_ Carolina General Statute .
143 215.1; unperinitted discharges of wastewater may be assessed civil penalties of up to $25,00.0 per day.
If all wastewater discharge has, ceased at your facility and you .wish. to rescind this permit,. contact .
meat the telephone number or address listed below:
Use the enclosed checklist to complete your.renewal package. The checklist identifies the items you
must submit with the permit renewal application. I_ f you have any questions, please contact meat the.
telephone number or e-mail address listed below.
Sincerely,
jji
Charles H. Weaver`, Jr, F E B: 1 9 2001
NPDES Unit
WATER QUALITY SECTION .
cc: Central Files .
F___1V1LLE Fi GI )NA OFFICE-
PIMA
. ..
NPDES File y.,, Mc x.,a,�•.,... ..
1617 Mail Service Center, Raleigh, North Carolina 27699-16.17 Dne
512 North Salisbury Street, Raleigh, North Carolina 27604 NOrthCarolina
Phone: [phone], extension 51-1 [FAX [phone] [e-mail]. ;Vaturally
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7 y
September 19, 2006
Mr. Martin Lashua, Regional Manager
Carolina `Vater Service, Inc.
5701 Westpark. Dr., Suite 101
Charlotte, North Carolina 28224
Dear Mr. Lashua:
Michael F. Easley, Governor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Subject: Backwash from WTP
Sugar Mountain WWTP
Permit NCO022900
Avery Coun
Division personnel have reviewed your letter regarding addition of the arsenic -containing backwash
from arsenic treatment system to the wastewater being treated at Sugar Mountain WWTP. Based on
the data you provided we have calculated the average arsenic concentration in the discharge to be
0.0014 µg/L, which is significantly lower than North Carolina water quality standard for arsenic.
Therefore, the Division concurs with your opinion and will not require the permit modification. The
Sugar Mountain WWTP is authorized to accept the backwash water from the arsenic treatment
system.
If you have any questions concerning this response, please contact me at telephone number (919)
733-5083, extension 594, or e-mail at [e-mail].
cc: Central Files
Asheville Regional Office/Surface Water Protection Section
NPDES Unit
ly,
Sergei Chernikov, Ph.D.
Environmental Engineer II
NPDES-West
�....��i S EP 25 2005 r' i
North Carolina Division of Water.Quality
1617 Mail Service Center
Raleigh, North Carolina ' 27699-1617
,[phone]
" FAX [phone]
On the Internet at http://h2o.enr.state.nc.us/

CAROLINA WATER SERVICE, INC.
AN AFFILIATE OF
Ui rl ILIIiFl ICS, IInc
Regional Office:
5701 Westpark Dr., Suite 101
P.O. Box 240908
Charlotte, NC 28224
Telephone: [phone]
FAX:.[phone]
September 6, 2006
Ms. Susan Wilson, Supervisor
Western NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Sugar Mountain WWTP
NPDES NCO022900
Dear Ms. Wilson,
I hope this letter find you well.
SEPER
- 7 2Q06 II'
A5F'EiILLE-E" _
I am writing at the suggestion of Roger Edwards with the Asheville Regional office. Carolina Water
Service, Inc. of NC (CWS) owns and operates the. Sugar Mountain water_ and sewer utility system.
One of our potable water facilities needs Arsenic reduction treatment to comply with state and federal
maximum contaminant levels.. Our plan submittal package is currently in the review process with
Public Water Supply Section (PWSS). Our treatment system proposal will require periodic
regeneration and "backwashing" for optimum performance. The waste backwash will go to our
sanitary sewer system. It is our understanding from a similar situation that PWSS is now requiring a
letter from DWQ stating that the receiving treatment plant is authorized to accept the backwash water
from the treatment system. Mr. Edwards has indicated that we may need an NPDES Permit
modification, which is the purpose of this letter.
Our wastewater facility is currently permitted for 0.5 MGD (a copy is enclosed for your use). The
backwash from the potable water facility would be approximately 965 gallons once every 9.5 days.
The Arsenic long term diluted contribution is projected at 0.0073 mg/l. I am enclosing a copy of the
treatment system design engineer's report. Please see the summary on pages 8 and 9 — they are of key
importance.
With such a miniscule flow contribution to a relatively large treatment plant, we strongly believe no
permit modification, or other action, is needed and hope that the Division will concur once you have
had the opportunity to evaluate the information presented.
We ask for your official position on this matter as quickly as possible as our PWSS plan approval may
be delayed until this is resolved or addressed.

so
Page 2
Ms. Susan Wilson
September 6, 2006
If you should need additional information or have. any questions, please do not hesitate to call me at
704-525-7990, ext. 216, or by e-mail to [e-mail]. Thank you in advance for
your attention and assistance.
Siric 'rely,
Martin Lashua
Regional Manager
Enclosures
CC: Rick Durham
Rex Woody
�Roge%Edwards DWQ Asheville
Jerry Lowry — Lowry Engineering

Echal-L,
.
0 •v- R E.�"'r
r William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
M Division of Water Quality
SURFACE WATER PROTECTION SECTION
May 23, 2006
Mr. Jim Highley, Senior Regional Manager
Carolina Water Service Inc. of NC
PO Box 240908
Charlotte, NC 28224-0908
SUBJECT: Compliance Evaluation Inspection
Carolina Water Service Inc of NC
Sugar Mountain WWTP
Permit No: NCO022900
Avery County
Dear Mr. Highley:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the
inspection conducted on May 22, 2006 by Wanda Frazier of the Asheville Regional Office. The
facility was found to be in Compliance with permit NC0022900.
Please refer to the enclosed inspection report for additional observations and comments.
If you or your staff have any questions, please call me at 828-296-4500 extension 4662.
Sincerely,
15i t'1' � {� "-L,7%
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: Rex Woody, Area Manager — POB 337 Banner Elk, NC 28604
Darrell Young, ORC - POB 337 Banner Elk, NC 28604
Wanda Frazier, ARO
ARO facility file
Central Files
Nne
it Carolina
�turally
North Carolina Division of Water Quality 2090 U.S. Highway 70; Swannanoa, NC 28778 Phone [phone] Customer Service
Internet: www.ncwaterquality.org FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 11 NCO022900 Ill 121 06/05/22 117 18I CI 191 SI 20I II
Remarks
21IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII6
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ---------- ------ --- ---- Reserved ------ —--- ----------
67I 1.0 169 70I 3 I 71 U 72I N I 73I I 174 751
1—L 1 I I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Sugar Mountain WWTP
01:00 PM 06/05/22
03/09/01
Exit Time/Date
Permit Expiration Date
NCSR 1364
Banner Elk NC 28604
02:00 PM 06/05/22
07/09/30
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Richard Darrell Young/ORC/828-898-5011/
Name, Address of Responsible Official/Title/Phone and Fax Number
Rex Woody,PO Box 240908 Charlotte NC Contacted
282240908//704-525-7990/7045258174 Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit ■ Operations & Maintenance Records/Reports N Self -Monitoring Program
Sludge Handling Disposal N Facility Site Review ® Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/�!
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
u
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type (cont.) 1
3I NCO022900 111 12I 06/05/22 I17 18 _,
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The facility was producing a crystal clear effluent at the time of the inspection.
The VW TP appears to be well operated and maintained.
The operator maintains excellent records and calibration logs.
The WVVfP appears to be compliant with permit limits and conditions.
The effluent Dissolved oxygen measured 9.0 mg/I.
The effluent pH was 6.43.
The effluent temperature was 16.1 degrees Celcius.
The effluent. residual chlorine measured <15 ug/I (Hach DR 2400 in use.)
The plant has an automatic back-up generator and a portable generator.
Permit: NCO022900
Inspection Date: 05/22/2006
Permit
Owner - Facility: Sugar Mountain WWTP
Inspection Type: Compliance Evaluation
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
❑n■n
■nnD
n.n■n
■.rE]nn
Is the inspector granted access to all areas for inspection? ■ rl U
Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ ❑ ❑ ❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■ ❑ ❑
Judge, and other that are applicable?
Comment:

Engineer's Report & Specificatio'ns=
for
I
I C I
I
LI SEP - 7 2006
Modifications
ASHF jcR
to r. .
Carolina Water Services of NC
Sugar. Mt. Wells No. 21 & 22
- Water Treatment System for
Arsenic Removal
PWSID # 01-06-107
Lowry Environmental Engineering, Inc
March 08, 2006
k�

TABLE OF CONTENTS
ENGINEERING REPORT
I. Description & Identification of Existing Water System .........................1
II. Name & Address of Owner...................................................................1
Ill. Provisions for Extension or Expansion.................................................1
IV. Projection of Future Water Demand.....................................................1
V. Alternate Plans for Meeting the Water Supply Requirements .............2
VI. Financial Considerations of the Project................................................2
VII. Population Records & Trends, Water Demands, and
- Yield of Sources...................... . ...................2
........................................... . .
Vill. Character of Water Supply ......:...............................................I............2 - -
-- - IX. Proposed Water Treatment Process ....................................................3 -
A. Background Information on Arsenic Removal
& Treatment Processes........................................................................3
B. General Description of Facilities and Modifications .........................5
C. Criteria and Basis of Design............................................................5
D. Operation..........................................................................................9
SPECIFICATIONS
Ion Exchange Arsenic Removal System.......................................................10
Disinfection of New System...................................................................:.......11
StartUp.........................................................................................................11
Piping.............................................................................................................11
APPENDIX A - Water Quality
APPENDIX B - Equipment Data Sheets

I. Description & Identification of Existing Water System.
These plans and specifications modify a part of the Sugar Mt. Subdivision Water System
located in Avery County, NC. Sugar Mt. Subdivision has 1,514 connections that are served by a
total of 21 approved wells, and a new well under construction. Two (2) of the wells, No. 21 &
No. 22, are currently out of service due to elevated arsenic. Well No. 21 and No. 22 are
combined at Well No. 21 and treatment avid a new treatment building are needed to meet the
arsenic MCL of 10 pg/L. These two wells have a combined capacity of 73 gpm and the total
capacity for all wells is 1,206.5 gpm. The system pressure at Well No. 21 is between 50 and 75
psi. There is a sewer system and WWTP that handle an average flow of 159,400 gpd. Three
(3) 200,000-gal atmospheric ground level storage tanks and one -(I) 10,000-gal hydro
pneumatic tank provide a total of = 600,000 gal of storage in the system.
The average system water use for Well No. 21 and No. 22 is 52,560 gpd. These wells operate
an average of 12 hr/day. The pumping rates for Well No. 21 and Well No. 22 are 27 gpm and
46 gpm, respectively, - _ - - .
This report is supplemental to the entire project being designed and submitted by Davis -
Martin -Powell & Assoc:, 6415 01d Plank Road, High Point, NC 27265-3274 (Michael Goliber,
PE).
iI. Name & Address -of-Owner
The water system is owned and operated by Carolina Water Services of NC (CWS-NC). The
business address is PO Box 240908, 5701 Westpark Dr., Suite 101, Charlotte, NC 28224.
iii. Provisions for Future Extension or Expansion of the Water System
Not Applicable
IV. Projection of Future Water Demand or Requirements for Service
Not Applicable
1

N
so
V. Alternate Plans for Meeting the Water Supply Requirements
The Owner has considered 1) acquiring land to replace the well supply with a new
well(s) of equal capacity, and 2) providing a treatment system to remove the contaminant. Land
costs prohibit the first option, therefore, treatment is the only feasible alternative.
Ion exchange (IX) was selected as the most cost effective process for arsenic removal.
Due to the simplicity of the process, the effectiveness .of arsenic removal, the low level of
sulfate, and the availability of a sewer, IX is much more cost effective than all other arsenic
treatment alternatives. General background information about arsenic treatment and the
process design detail are given in Section IX,
Vl. Financial Considerations of the Project
a. Costs for Modifications (Treatment Only)
The IX treatment system to remove arsenic Will cost approximately $51,000, including
engineering, pre -piping, and -Startup. Anticipated O&M casts are $750/yoar for salt (NaCI) -and
$2,500/year for process labor. Power costs are estimated at less than $20/yr for the IX controls.
b. Methods of Financing Modifications & Operations
Carolina Water Services of NC will fund the proposed project. .
V((. Population Records & Trends, Water Demands, and Yield of Sources
The treatment proposal modifies the existing water system at the Sugar Mt. Subdivision. It does
not increase the approved capacity of the water system. The proposed modifications are
designed to meet specific water quality requirements to allow the system to operate within the
standards of the Safe Drinking Water Act (SDWA).
Vill. Character of Source Water Supply
The water quality of Wells No. 21 and No. 22 is good, with the exception of high arsenic. The
2

arsenic level is 49-50 lag/L and an arsenic speciation conducted in the field on 01/11/06 showed
6 pg/L As III and 44 pg/L As V. The pH is 6.7 and the -sulfate is 5.0 mg/L. Phosphate (PO4) and
silica are 0.07 mg/L and 14.1 mg/L, respectively. Hardness is moderately high in Well No. 2, at
approximately 150-200 mg/L (varies). Iron and manganese are very low as shown below:
4/3/01— both wells combined < 0.05 mg/I
4/7/04 - both wells combined - 0.573 mg/I (Note well was not operational and not properly flushed before sampling)
6/2/04 well #21 < 0.06 mg/I
6/2104 well #22 < 0.06 mg/I
6121/04 well #21 < 0.06 mg/I
6/21/04 well #22 < 0.06 mg/I
The radioactivity, inorganics, organics, and bacteriological results are further detailed in
Appendix A. _
IX. Proposed Water Treatment Process
A. Background Information on Arsenic Removal and Treatment Processes -
Arsenic V is readily removed by a number of processes, including conventional iron
oxidation and filtration; anion exchange, granular ferric hydroxide media adsorption, activated
alumina (AA), Fe-modified.AA, coagulation -micro -filtration (CMF), and reverse osmosis (RO).
As III is poorly removed by all of these processes, so oxidation to As V is a required pre-
treatment step if As III is present.
The inlet water quality is the primary factor in selecting the most cost-effective treatment
process alternative, according the following conditions:
1) In cases where an iron removal process already is used, it can be optimized for arsenic removal, and
will likely be the most cost-effective alternative.
2) If iron is low in the well water and a sewer is available for a wastewater brine discharge, anion
exchange will be the most cost-effective alternative. Anion exchange is insensitive to pH, silica, and
phosphorous, and it is very effective at producing low arsenic in the treated water. Its effectiveness is
dependent on the inlet sulfate level, with lower sulfate giving longer service runs. Sulfate is preferred
over arsenic by strong base anion resin. Service runs of over 3,000 bed volumes (BV) can be achieved
at sulfate levels <10 mg/L. The bed capacity might be reduced to approximately 300 BV at a sulfate level
200-250 mg/L. Although the -service capacity of anion exchange is much less than some of the once -use
granular media, the resin lasts for decades and regeneration with salt is very low cost compared to
replacing once -use iron media. In a favorable application to each process, anion exchange might have
3

N »
as low as 1/10t'to 1/15"h the cost of operating a once -use granular Fe -based adsorption system, even if
the adsorption system achieves a 50,000-75,000 BV service run. Anion exchange has been used for 15
years in arsenic applications. -
3) Where a brine (IX) or acid/base (AA) regeneration discharge is not possible, IX and AA would typically
not be feasible, because they could not be regenerated on -site. In certain cases where the pH is low
(optimum 6.0-6.5), AA or Fe -AA may be feasible as "once -use" media. These two forms of AA are very
low-cost compared to the more -effective granular Fe -based media. IX is too expensive to use on a once -
use basis because its capacity would be less than 4,000 BV even if sulfate were near zero. A modified
iron -impregnated anion resin (Arsenex) is now available with a much higher capacity that is similar to Fe -
based media. Arsenex resin can be regenerated off -site at a special facility in TN, or it can be used once
and disposed of in a landfill. Currently, Arsenex is more costly than Fe -based media, but it has a superior
structural integrity, lower head loss, and no fines to remove by backwash. As a result, it is being used
extensively in POE applications on a once -use basis.
4) Fe -based granular adsorption media have become popular in regent years, based On the promise that
a sewer discharge of arsenic will be avoided and that the operation of these system will be simple. Mixed
results have been observed with these media. While they can be used with good success in favorable
conditions, there have been problems with the general low structural integrity (friability) compared to other
types of granular media used in non -arsenic filter applications (GAC, sand, coal, garnet; greensand,
manganese dioxide, etc.). In some applications, the low structural integrity has led to problems of high
head loss and frequent backwashing requirements, due to the generation of fines that must be removed
periodically. In the worst -cases, unanticipated daily backwash has beeri necessary just to keep the filter
beds -running. When this happens during a treatment run, the fines that go to the. sewer contain high.
levels of adsorbed arsenic and the non -discharge advantage of the process disappears. The exceptions
are Arsenex and Fe -AA. They do not have a problem with fines.
Granular Fe -based media perform optimally at pH 6.0-6.5 and lose capacity as the pH rises. At pH 8.0
the capacity of commonly used media brands can be reduced to up to 1/10th that of an optimum
operation. Optimally, these systems have achieved 100,000+ BV service runs. To achieve that -
performance, the pH must be optimal, or lowered to optimal by strong acid or carbon dioxide addition, and
phosphorous and silica must also be low. Phosphorous competes with arsenic above 0.05 mg/L (P), and
can cause a significant reduction in performance above 0.10 mg/L. High silica has been known to forma
glass -like precipitate that can blind the particle surface and -cause very poor performance. With non -
optimum water quality, the Fe -based media may only achieve service runs as low as 5,000-10,000 BV. In
general, these media are expensive and need to achieve >50,000 BV to even begin to be cost-effective.
Typically, these media should not be considered if iron removal processes, IX, or Fe -AA are feasible
alternatives. While the suppliers of Fe -based adsorption systems refer to their systems as being ones
requiring no wastewater disposal or sewer discharge, this is not the case in all applications to date.
Unanticipated backwashing produces iron fines with highly elevated adsorbed arsenic, and this typically
goes to a sewer or disposal field.
Of importance is a newer Fe -based media (Kemiron) that is harder and has a significantly larger particle
size. This is reported to reduce the fines problem and a much lower head loss is typical. In addition,
several pilot tests have shown that the media has excellent capacity that is significantly higher than other
Fe -based media included in the comparisons (GFH Wor Ba-33). It can also be used in an up flow mode
and backwashing is avoided after the initial -backwash at startup. Finally, tests show that it performs -
much better than other Fe -based media at higher pH (up to 8.5). This is important because it may
eliminate the need to lower the pH at sites that have higher pH. Lowering pH with acid requires an
addition of caustic to raise the pH after treatment, or to strip the carbon dioxide that was used to lower the
pH prior to treatment.

B. General Description of Facilities and Modifications
This proposal intends to remove arsenic. The treatment equipment consists of two (2)
36"x60" SSW (straight side wall) epoxy -coated steel ASME-coded (150 psig) pressure vessels
and one (1) 39"x48" poly brine tank. The proposed treatment process does not break pressure
and the expected head loss is less than 10 psig (approx. 5-7 psi). The treatment system is
detailed in Sheets LEE-1 and LEE-2, and will be housed in an expanded building at Well No. 21.
This construction is detailed in the Plans and Specifications by Davis -Martin -Powell & Assoc.,
6415 Old Plank Road, High Point, NC 27265-3274 (Michael Goliber, PE). A pressure reduction
will be designed prior to treatment and an in -line sediment filter (cartridge -type) will be used to
eliminate any potential for sand to be trapped in the IX vessels.
Salt (NaCI) for regenerating the IX beds will be stored in the brine tank and in the
building. Additional space will be provided for the possibility of additional wells to be treated in
the future. A chlorine addition point will provided before and after 1X treatment. The pre-
treatment chlorine addition -may be -used to-ensure-ahe oxidation of any As III to As V, because
any arsenic treatment process removes As V much better than As III. The chlorine before IX
will be kept below 0:5-mg1L; as chlorine is removed by anion resin and high chlorine could
cause tong -term degradation. There is ample contact time (=3 min) for As III oxidation.
Oxidation of As III with chlorine is -rapid, -and typically requires less than 15 seconds.
The -IX waste -brine -and- rinse waters=will be -discharged to the Sugar Mt. WWTP (NPDES
NC0022900) via a line to the existing sewer. Regeneration --will be relatively infrequent, at
approximately every two weeks, and the sewer flow rate is relatively large in comparison to the
water treated at Well No. 21 and No. 22.
C. Criteria and Basis of Design
Ion exchange is a cost-effective arsenic removal process if the well water quality is
favorable and a sewer is available for regenerant wastewater. In general, the IX process is very
effective, reliable, and able to perform well over a wide range of pH. Fortunately, all aspects of
this water quality favor the use of 1X and a relatively large sewer is available for regeneration.
The important inlet water design parameters are -shown in Table LEE -I.
5

00
90
Table LEE -I. Summary of Important Well Water Quality Parameters
Parameter = -
-No: 21 & 22
Notes -
Total Arsenic, pg/L
49 & 50
Two analyses
Arsenic V, pg/L
44
Arsenic III, pg/L
6
Sulfate, mg/L
pH
6.6-6.9
Alkalinity, mg/L
Iron, mg/L
<0.06
Manganese, mg/L
<0.06
Arsenic is removed by the exchange of more -preferred anions with chloride ions. Sulfate
has the most impact on the operation of IX for arsenic removal because it is preferred over
arsenic. Sulfate is removed for the entire service cycle, and it determines the bed capacity of the
resin for arsenic, since sulfate will displace arsenic if the bed is operated to arsenic
breakthrough. By design, the IX system is regenerated before arsenic breakthrough, so it is the
amount of sulfate that. controls the number off-BV that can be treated before the resin needs to
be regenerated. This is illustrated in Figure LEE-1.
-. The combined supply from Well No. 21 and No. 22 has a sulfate level of only 5 mg/L. As
seen in Figure LEE-1,_this means thatahe'capacity for arsenic removal by IX will be relatively
high. The estimate for this -particular water quality is =3,000 BV, which will give a service time of
approximately 19 days.
Carbon dioxide produced by the removal of bicarbonate (bicarbonate releases a
hydrogen ion when carbonate is removed on the resin) causes the pH to be lowered during the
first 300-500 BV following regeneration. After the capacity for alkalinity is satisfied, the pH and
alkalinity return to the inlet values. Since this period of lower pH and increased corrosivity will
occur for only 10-15% of the service run, its effect will be minimal. Further reduction of this
effect is brought about by: 1) operating the two IX vessels out -of -phase, so that one is operating
beyond the point of alkalinity removal, 2) dilution with previously treated water in the system, 3)
downstream alkalinity addition with caustic, and 4) addition of phosphate. As a result, the
9

N
2000
1800
1600
1400
O
1200
1000
m
a 800
b
F-
m 600
400
200
0
0 50 100 150 200 250 300 350
-- _ _SULFATE, mg/L
Figure LEE-1. Capacity of an IX Resin for Arsenic as a Function of Sulfates
increase in corrosivity is effectively handled by normal operation of the treatment system. Two
(2) parallel IX vessels are provided, to -be operated in parallel to bring arsenic to below 5 -pg/L at
all times. The important water quality parameters with --respect to the treatment system are
summarized in Table I.
The capital cost for an IX plant is relatively low due to the rapid kinetics of the process
and the resulting short EBET that is required. The EBET of 1.5 min is often cited as an
acceptable design value, and practical design considerations normally provide more than 1.5
min. This particular design provides. an EBGT of 4.51-min. It is important to operate multiple
parallel IX vessels in a staggered, or out -of -phase, operation to minimize the treated water
quality changes. Specifically, this operation minimizes peaking, should it occur, allows a vessel
to be left in service longer, and minimizes the fluctuation in alkalinity and pH, as described
above. A summary of treatment process design parameters is given in Table LEE4. The
trcgtnicnt cyst= det�iH& ury uhv.vn in vl ivvt LEE-1 and' EEa2 of the accomrtarvying Plans.
..�...... .�...y .
7

N
Table LEE-ll. Ion Exchange Design Summary
Parameter - -
Value
- Notes
Treated Arsenic, /L
<5
No, of Treatment Units
2
Operated in parallel with staggered service
Vessels , steel/epoxy
36x60 SSW
Anion Resin: 22 cu ft/vessel x 2 = 44 cu ft
EBCT, min
4.51
OK to treat entire flow through one vessel while
the second is regenerating. EBCT = 2.25 min
Regeneration Water
Treated
Brine Tank, poly
250- al
39"x48" 2200 lb Salt Capacity w/brine Valve
External piping
2" Galy.
Per Utility Specifications
External Manual Valves
Ball
Backwash rate, m/sf
2.12
=45% expansion
Backwash flow, gpm
15
Design cycle length, BV
-3,000
Field adjustable based on performance and
inlet and treated water quality
Design cycle time, days
18.8
Avg. BV perda
160
Regeneration volume; BV/cu ft per cycle
5.9 1
965/regen/vessel x 2 = 1;930 gao
Dis 6:9al of Re eneFarit WateF
-
sewer
Waste to -be discharged to Sugar Mt. WVVrP
NPDES NC0022900'
Avg. waste, gal/day
103
Arsenic in Waste, m /L
22.6
Salt used, lb/cycle
440
10 Ib/cf resin (conservative)
Na iri Waste. di "/L
10,757
Ct in Waste,-m /L
24,044
Conservative: assumes no chloride exchanged
Average Sewer Flow, gpd
159,400
Average of previous 12 months
Long-term Diluted As in sewage flow, m /L
0.0073
Long-term Diluted Na in sewage flow, m /L
3.5
Long-term Diluted Cl in sewage flow, m /L
5.3
Field sampling and operation adjustments will be -made after the system is started, to
determine the optimum operating parameters and service capacity (BV). The IX bed is
regenerated with sodium chloride (salt) and the service period will be based on arsenic removal.
There is no good surrogate for As, but there have been two (2) field kits recently evaluated by
Penn. State University that accurately detect arsenic at the MCL level. The operator will use a
field kit to check arsenic in normal operation.
It is expected that the IX service period will be -3,000 bed volumes (BV; one B-V = the
gross volume of the resin, e.g., 1 cu ft resin will treat 3,000 cu ft of water). This translates to a
service period of approximately 13.8 days, given the average demand and pumping period of
l3

M N
the well. During this service period, the system will treat 494,000 gat, and will produce 1,930
gal of wastewater -every -18.8 days, or approximately 103 gal/day. The vessels will be
regenerated with treated water and regeneration will take approximately 114 minutes per bed.
On average, one vessel wilt regenerate every 9.5 days.
Disposal will be by sewer to the Sugar Mt. WWTP (NPDES 0022900). The average
long-term diluted contributions of arsenic, sodium, and chloride in the total wastewater will be
0.0073 mg/L, 3.5 mg/L, and 5.3 mg/L, respectively.
D. Oaerat on
The IX treatment system will be operated to treat the entire well flow, using two (2)
pressure vessels in parallel as described above. Each vessel will be operated using a totalizing
flow meter, an automatic demand -based microprocessor control, and a "nest" of multiple
diaphragm valves. As a backup system, there will be a timer.overdde (adjustable) to ensure
- -- that regeneration takes place afters preset service period in the event the ftow=based --
regeneration does not occurwithin the expected, firne period. The programmable controller and
-_-dia� hrAgM--waives for Operation of the s- stem are detailed in Sheet-LEE-1 and LEE-2. The-
p - - g - Operation - y - - - Lire
valves are operated by air or water pressure.
The resin bed will be regenerated using the following steps: 1) backwash, 2) brine, 3)
--slow rinse, 4) fast rinse, and 5) brine tank refill. The total amount of water used for regeneration
will be equal to 5:9-BV (965 gal/reactor) and the various regeneration steps are programmed
with times for specific flow rates as follows:
1. Backwash = 15 gpm for 15 min 2. Brine = 6.94 gpm for 29 min
3. Slow Rinse = 4.0 gpm for 60 min 4. Fast Rinse = 30 gpm for 10 min
5. Brine Refill = 85 gal Total Regen: Time =114 min (wo/refill)
The estimated salt usage rate at 10 Ib/cu ft resin is only g-24 Ib/day (1/2 bag) and this
figure is conservative. It may be that a salt rate of�60% of this figure will be normal operation,
as arsenic can be effectively regenerated, off the resin at a salt dose of 6 iblea ft. The brine tank
working capacity is 1100 IN; (1/2 rated salt capacity). This translates to a salt capacity of 6
weeks in the Brine tank. Salt deliveries every quarter would be practical, with a requirement for
=2,000 lb (50-lb bags) of salt being delivered and stored in the building..
A

Specifications
ION EXCHANGE ARSENIC REMOVAL SYSTEM
The complete IX system shaft be supplied as a design -build project for CWS-NC, Inc.
Piping manifolds for the units will be done at the factory and the unit will be skid -mounted and
pre -piped. CtlllS-NC Will do all field connections to the building piping, including the inlet (1),
outlet (2), regen supply (1), and the drain to sewer (1). The specificationgfor the equipment-are
given its Table LEE-Ifl.
Table LEE=1ll. Sugar Mt. Subdivision Equipment Summary
Item Description/System Quantity
36" diameter x 60" SSH, ASME-coded, 150 psig.- One (1)-11"x15". man -way at
top, one (1) 4"x6" hand -way at bottom side. Full coupling SS 2" NPT inlet and
outlet ports in side shell/bottom. One (1) top. center SS 2.0":NPT relief fitting_ plus
SS 2.0" media removal p6ft and SS 150he distrbut6r fitting, as detailed iM Sheet
Steel Pressure Vessel
LEE-1 and LEE72.
2
Epoxy=lined interior- Tnemec Series 20 multi -coat at 40-12 mils (ANSI/NSF 61).
Tank Coafings
Exterior painted with 2-part Tnemec-Series 160M61 True safety Blue. _
_ 2
Bottom: 2" bottoni-port entry Sch 80 PVC huts and lateral W/0.010" slots. Top -T'
Bottom; Tap; and Brine
side port entry vertical PVG pipe distributor:
Distributors
Brine: side port fitting and distributor, as detailed in Sheet LEE-1 and LEE-2.
2
Osmonics/Aquamatic Model 962 programmable electronic demand -based
Regeneration Controls
monitoring & control unit. -
2
Osmonics/Aquamatic Series 420 and 42OF diaphragm valve nest. Diameters,
Diaphragm Valves
numbers, and types as detailed in Sheet LEE-1 and LEE-2.
2
Flow Meter
Seametrics 2" turbine meter
2
Brine Tank
Structural Model 3948 250-gal and 2200 lb capacity
1
ASTM-approved 2" galvanized steel pipe and fittings per CWS-NC "Construction
Specification Details"- w/Union Apollo ball valves for isolation, 2 oil -filled pressure
gauges/vessel, sample valves, and pressure relief/vacuum relief/air check valve
Vessel Piping
assembly. Piping done at factory:
1
Gravel Underbed
Cover for laterals = 1/4" x 1/8"
2
Anion Resin
2 x 22 = 44 cu it A300E Anion Resin (Purolite or equal)
44
10.

DISINFECTION OF NEW SYSTEM
All new equipment and piping will be -chlorinated- following -the rules.detailed in Section
.1001, .1003, and .1004.c, of the North Carolina Administrative- Code, Title 15-A, Subchapter
13C. The resin can be regenerated when put into service and the regenerant brine can have >1
ppm freer chlorine. This is not normally done but will be done if necessary. A long contact time
witty high chlorine (>1 ppm) should be avoided with IX resin, and the resin is never
°superchlorinated".
START UP
The system shall be put into service and monitored for a 3-week period to ensure proper
installation and operation through a complete cycle. One of the two units will be regenerated at
1/2 capacity (=9 days), to get the two IX vessels into a staggered (out -of -phase) operation. One
set of samples (well and treated) shall be taken for arsenic analysis after 24 hrs of operation.
PIPING
All piping will be done in accordance with CWS-NC "Construction Specification. Details", _
-using ASTM-approved 2"-galvanized-steel pipe and fittings.
11

Sugar Mountain WWTP
Addition of Equalization Bads .K M
Prepared
January,1997
Prepared For
Carolina Water Service, Inc. of NC
PO Box 240705
Charlotte, NC 28224
Robert G. Burgin, Jr., Inc.
PO Box 1804
Irmo, SC 29063
[phone]

IABODYTECTANK, INC. Is
BOLTED STEEL TANK BID SPECIFICATIONS
FOR
POTABLE WATER
GENERAL
The Engineer's selection of factory -coated bolted steel tank construction for this facility has been
predicated upon the design criteria and construction methods specified. Deviations from the
specified design and construction details will not be permitted.
DRAWINGS AND SPECIFICANNS
Construction shall be governed by the Owner's drawings and specifications showing general dimensions
and construction details. After approval by the Engineer of detailed erection drawings prepared by the
Bidder, there shall be no deviation from the drawings and specifications except upon written order or
approval from the Engineer.
After receipt of order, the Bidder is required to furnish, for the approval of the Engineer, complete
specifications and construction drawings for all work shown on the bidding drawings. When approved,
one set of such prints will be returned to the Bidder marked "Approved", and these drawings will then
govern the work detailed thereon. The approval by the Engineer of the Contractor's drawings shall be an
approval relating only to their general conformity with the bidding drawings and specifications and shall
not guarantee detail dimensions and quantities.
QUALIFICATION OF BIDDER
The Bidder shall be a specialist in the design and fabrication of factory -coated bolted steel tanks.
DESIGN CRITERIA
The factory -coated bolted steel tank shall have a nominal capacity of 125,000 gallons. It shall
have a nominal diameter of 32 feet with a liquid depth of 21 feet.
A. Vendor to quote on the nearest standard size bolted tanks of manufacturer.
B. Standard wind pressure is 18 psf on the projected surface area of the tank, based on 100 mph wind
velocity.
C. Seismic design (if applicable) is to be based on the latest edition of AWWA 0-103. When designing
a tank in a seismic zone, the load producing the higher stresses comparing wind and seismic will
control the dynamic portion of design.
D. Tank shell allowable compressive stress is to be based on AWWA D-103, latest edition.
Sugar lirlomfla€hi Equalization Ihsii, Addition n Pace �.

i
E. Tank design shall be based on hydraulic loads from a liquid of specific gravity of 1.0 minimum.
F. Bolted joint allowable stresses shall be determined using AWWA 0-103 latest edition.
G. The tank is designed as an atmospheric unit that operates on an equalized pressure, Internally and
externally.
H. Owner solicits recommendations that may Improve the price, delivery, or performance of tanks. As
an alternate, Vendor is Invited to quote changes in physical dimensions, modifications to the design,
fabrication, or stock of Vendor's standard equipment that would reduce the initial cost of the
equipment as specified without changing the design premise.
Alternate quotations shall be listed as such in the proposal specifying the alternate and the price
and delivery for the alternate.
MATERIALS SPECIFICATIONS
A. Tank Structure
The materials, design, fabrication, and erection of the bolted steel tank shall conform to the
latest edition of AWWA D103.
1. Materials - Carbon Steel
a. Sheet. Steel sheets shall conform to, or be at least equal to, ASTM A570 Grade 40
with a minimum yield strength of 40,000 psi. Minimum thickness shall be 12 gauge.
b. Plate. Steel plates shall conform to, or at least be equal to, the requirements of ASTM
A36 with a minimum yield strength of 36,000 psi.
c. Structural Shapes. Structural shapes shall conform to ASTM A36.
2. Bolts
a. Bolts used In tank joints shall be 1/2 Inch diameter and shall meet the minimum
requirements of API Specification 12B.
b. Other bolts shall conform to, or at least be equal to, the latest revision of ASTM A301.
3. Gaskets
All bolted connections shall incorporate an EPDM white, prefabricated, nylon reinforced
gasket minimum width 1-3/4" or an FDA approved equal. Field caulking will be allowed when
joining a discontinuous gasket section and at certain joint connections. Neoprene -
backed, galvanized steel washers shall be provided at all bolts in contact with the stored
liquid.
4. Coatings
All metal plates, supports, members and miscellaneous parts, except bolts, shall be
factory -coated in accordance with the provisions of Section C of these specifications.
Sugar :�Ics�anmin Equalization k3a si: s.:�ddition �'���% 2

Field coating, except for touch-up, will not be permitted.
B. Loads
1. Specific Gravity:
2. Wind Velocity:
4. Earthquake:
C. Coating Systems
1.0 (Min. design shall be for 1.0)
100 mph
Seismic Zone 2
edition)
per AWWA D103 (latest
1. Interior coating shall be Thermo -Thane 7000
2. Exterior coating shall be Amine epoxy exterior primer with Light Brown baked on
acrylic finish coat EE/EL
3. Proper protection shall be given to metal surfaces by paints or other protective
coatings, by cathodic protective devices, or by both. All paint coatings which come
into contact with drinking water shall be certified as meeting the specifications of the
American National Standard Institute/National Sanitation Foundation (ANSI/NSF)
Standard 61, Drinking Water System Components - Health Effects. The certifying
party shall be accredited by the American National Standards Institute.
D. Appurtenances
1. The Bidder shall furnish and install the appurtenances as shown on the Engineer's
drawings or an "As Approved" equal.
2. Unless otherwise noted, standard appurtenances shall be as follows:
a. Inlet and Outlet Connections. Inlet, outlet, and overflow connections shall conform
to sizes and locations specified on plan sheets.
E. Shipping
All plates, supports, members, and miscellaneous parts shall be packaged for shipment in
such a manner to prevent abrasion or scratching of coating.
F. Erection
Sugar Mountain U,*qualizatiot Basin Addition I: ago 3

Field erection of factory -coated bolted steel tanks shall be in strict accordance with the
manufacturer's recommendations. Particular care shall be exercised in the handling and
bolting of tank plates, supports, and members to avoid abrasion or scratching of coating.
Touch-up coating shall be done in accordance with manufacturer's recommendations.
G. Testing
Following completion of erection and cleaning of tank, it shall be tested for liquid tightness by
filling the tank to its overflow elevation.
2. Any leaks disclosed by this test shall be corrected by the erector in accordance with the
manufacturer's recommendations.
3. Water required for testing shall be furnished by the Owner without charge at the time
of erection completion.
H. Warranty
The tank manufacturer shall warrant the tank against any defects in workmanship
and materials for a period of one year from the date of shipment. If any such
defect appears, it should be reported in writing to the manufacturer during the
warranty period.
I. Tank Foundation
1. The tank foundation is not a part of this contract.
2. The tank foundation shall be designed by the Owner's engineer to safely sustain the
structure and its live loads.
3. Foundation to meet the requirements of AWWA D103 (latest edition).
4. All flat -bottom tanks shall be supported on a ringwall, concrete slab, or structurally
compacted granular berm as specified by the purchaser. The top of the foundation shall
be 6-12 inches above the finished gradee unless specified otherwise by the purchaser.
Tanks that require anchor bolts shall be supported on a ringwall or a concrete slab.
5. Types of foundations. The foundations for flat -bottom tanks shall be one of the following
types:
a. Type 1 Tanks supported on ringwalls.
b. Type 2 Tanks supported on concrete slabs.
C. Type 3 Tanks within ringwalls.
d. Type 4 Tanks supported on granular berms.
e. Type 5 Tanks supported on granular berms with steel retainer
rings. Steel retainer rings to be supplied by the tank manufacturer.
f. Type 6 Tanks with sidewall embedded in concrete slab.
Sugar :Nffau taizl.Equalization Basins Adcition Ilage 4

S
6. All foundation materials, except for steel retainer rings, shall be supplied by the General
Contractor or Owner. Responsibility for installing the foundation and base setting ring
shall be that of the General Contractor or Owner.
Sugar :LMounar in. l cic,a izatic>�� 1*1 ire Addition. Page 5

SECTION 5C
SEWER LINE FORCE MAINS
5C.1 GENERAL. The work covered by this section of the specifications consists
of furnishing all plant, labor, equipment, appliances and materials, and in
performing all operations in connection with the construction of the sanitary
sewer force mains, including appurtenant structures, complete, in strict
accordance with the specifications and drawings.
5C.2 LOCATION AND GRADE. The line and grade will be given by the
Engineer as specified in section entitled "Supplemental General Conditions"
of the specifications.
5C.3 ORDER AND LOCATION OF WORK. The Owner reserves the right to
accept and use any portion of the work whenever it is considered to the public
interest to do so. The Engineer shall have the power to direct on what line or
street the Contractor shall work and the order thereof. In general, the work
shall be from the outlet to the mains and thence to the laterals.
5C.4 STREET CROSSING, ETC. At such crossings and other points as may be
directed by the Engineer, the trenches shall be bridged in an open and secure
manner so as to prevent any serious interruption of travel upon the roadway
and sidewalks, and also to afford necessary access to public or private
premises. The material used and the mode of constructing said bridges, and
the approaches thereto, must be satisfactory to the Engineer. The cost of all
such work must be included in the price bid for the sewer.
5C.5 LOCATIONS WITHIN STREETS. At locations where the sewer is to
be constructed in streets or roadways, the Contractor shall take all precautions
and comply with all requirements as may be necessary to protect the
improvements, including installation and maintenance of warning signs, lights
and barricades for protection of traffic. The cost of all such work must be
included in the price bid for the sewer.
5C.6 PROTECTION OF OTHER UTILITIES AND STRUCTURES. Any damage
done to existing utility lines, services, poles and structures of every nature
shall be repaired or replaced by the Contractor at his own expense. The
approximate position of certain known underground lines are shown on the
plans for information. Existing small lines are not shown. The Contractor
shall locate these and other possible unknown utility lines by use of an
electronic pipe finder, and shall excavate and expose all existing underground
lines in advance of trenching operations.
Sugar Mountain Equalization Basin Addition Page 1

5C.7 INSPECTION. All work done and materials furnished shall be subject to the
inspection of the Engineer and the Inspector, and all improper work shall be
reconstructed, and all materials which do not conform to the requirements of
the specifications shall be removed from the work upon notice being received
from the Engineer of the rejection of such materials. The Engineer shall have
the right to mark rejected materials as to distinguish them as such.
5C.8 FORCE MAIN PIPE. Pipe for sewer force mains shall be as
specified in Section 5D. All pipe shall be first quality, with smooth interior
and exterior surfaces, free from cracks, blisters, honeycombs and other
imperfections, and true to theoretical shapes and forms throughout the full
length. All pipe shall be subject to the inspection of the Engineer at the pipe
plant, trench, or other point of delivery, for the purpose of culling and
rejecting pipe, independent of laboratory tests, which does not conform to the
requirements of these specifications. Such pipe shall be marked by the
Engineer and the Contractor shall remove it from the project site upon notice
being received of its rejection.
5C.9 EXCAVATION AND BACKFILLING. Excavation and backfilling for
sanitary sewers shall be as specified in section entitled "Excavation and
Backfilling for Utilities" of these specifications, except as otherwise specified
herein.
5C.10 SPECIAL BEDDING AND TAMPING. All sewers are to be laid on
shaped bedding and encased with concrete as indicated and specified.
5C.10.1 Bedding. Bedding shall be performed by first shaping the
bottom of the trench to a level slightly lower than the bottom of the pipe. The
pipe bed shall then be brought to the proper level by spreading and
thoroughly tamping a layer of fine granulated, moist earth and sand so as to
conform accurately to one-fourth the circumference of the pipe barrel. If
suitable granulated materials are not available from the trench excavation, the
Contractor will be required to obtain them elsewhere. After laying the pipe,
the trench shall then be backfilled to 4 inches over the top of the pipe barrel
with 2000 psi concrete. The balance of the trench shall then be backfilled as
specified in the section entitled "Excavation and Backfilling for Utilities", of
these specifications. Trenches excavated to excess depths shall be brought to
proper grade by bedding with stone or gravel at the Contractor's expense.
First class workmanship and careful inspection to avoid disturbing pipe
grade, alignment and joints must be exercised at all times.
5C.11 INSTALLATION OF PIPE.
5C.11.1 Force Main Pipe Laying. Force mains will be laid in
accordance with ASTM 2321-72 or latest revision standard. All material for
laying and jointing the pipe in the trench shall conform to the specifications
Sugar Mountain Equalization Basin Addition Page 2

given, and will be furnished by the Contractor. Grade lines for aligning, and
grading will be established by the Engineer.
Previous to being lowered into the trench, each pipe will be inspected and all
faulty pipe rejected and removed from the work.
No pipe shall be laid within 10 feet of excavation in earth or within 30 feet of
rock which must be blasted for removal. The open ends of all pipe shall be
plugged when pipe laying is not in progress. Pipes having defects which are
insufficient to cause rejection shall be laid so as to bring defects in the top
half of the sewer.
A bell hole shall be dug for each socket, but only of sufficient size to insure
that the pipe shall bear evenly throughout its barrel length on the bottom of
the trench and to provide room to make the joints.
Pipes laid in trenches with unstable bottoms may be blocked up 3 inches to
secure proper invert grades, and each pipe so laid, unless otherwise directed
by the Engineer, shall be bedded in 1:3:6 concrete worked under and around
the pipe and the trench then filled with 1:3:6 concrete up to a point one third
the diameter of the pipe above the invert.
The pipe and specials, if any specials are required, shall be laid in the trench
so that after the sewer is completed, the invert of the sewer shall conform
accurately to the line and grade given by the Engineer. A device to be used
must meet with the approval of the Engineer.
5C.11.2 Piers. If pipe is to be placed on piers, the kind of piers and their height and
method of construction will be as shown on the plans. Excavation for piers
will not be paid forunless the excavation is in excess of that shown on the
plans. All piers shall be finished in a workmanlike manner and to the
satisfaction of the Engineer.
5C.12 FORCE MAIN INSPECTION AND TESTS.
5C.12.1 Inspection. Upon nominal completion of the entire work, all
lines shall present a clean and unbroken barrel. All lines shall be thoroughly
cleaned and inspected by the Contractor before asking for final inspection by
the Engineer. Any defective lines shall be repaired and any deposits of any
nature removed by the Contractor at his own expense. Any material left along
the line after the work is completed shall be removed by the Contractor.
5C.12.2 Testing. Force main piping shall be tested at a tap provided
in the line by the Contractor and utilizing a hand pump. The rate of leakage
shall be measured at 15 minute intervals, by measuring the amount of water
added during the test intervals. Leakage shall be determined as the rate of loss
as measured when the losses have remained constant for a period of four test
Sugar Mountain Equalization Basin Addition Page 3

intervals. The maximum loss allowable in pressure sewer mains shall be 25
gallons per inch of diameter per 24 hours per mile of pipe per day.
5C.13 FINAL CLEANUP. Immediately after the completion of the work
or any substantial unit or portion of it, the Contractor shall remove all unused
materials, refuse, etc., and shall leave the site of the work in a condition
satisfactory to the Owner and the Engineers.
5C.14 SURVEY INFORMATION. The Engineer shall provide easily
accessible benchmarks at or near the site of the work, and hubs at intervals of
approximately 1500 linear feet. It shall be the responsibility of the
Contractor to maintain the benchmark and hub information once it is
provided, and to provide any additional survey data the Contractor may deem
necessary to properly complete the work. The Contractor shall also provide,
at the jos site, a leavel and transit and operator for field checks by the
Engineer during construction.
5C.15 GUARANTEE. The Contractor guarantees the work done and
materials furnished by him under this project to be free from defects for a
period of one year from the date of the payment of the final estimate to him.
During the year of guarantee, the Contractor shall correct any defects that
may develop in work done or material furnished under this Contract but he
will not be held responsible for injury thereto due to improper handling or
maintenance. Should the Contractor fail to correct defects in work, materials
or equipment within a reasonable time after being notified by the Owner, then
the Owner may correct such defects and charge the cost against the
Contractor or his surety. In case any defect is an emergency, the Owner has
the right to correct same and charge the actual cost to the Contractor or his
surety.
5C.16 SAFETY. The Contractor shall comply with all applicable provisions of the
Federal Occupational Safety and Health Act.
5C.17 BASIS OF PAYMENT. For the lump sum price stated in the
proposal, the Contractor shall provide all of the necessary machinery,
equipment, tools, apparatus, labor, supervision and other means of
construction, and furnish all materials and do all the work necessary to
construct, complete in place and ready for use in their intended functions, the
complete sewer installation as shown on the detail drawings of this project,
except as stated otherwise in the proposal.
All necessary connections to existing lines as indicated on the drawings shall
be included in the contract price for the complete work.
5C.18 "PUSH -ON PIPE". "Push -on" type joints, such as 'Bell Tight",
Sugar Mountain Equalization Basin Addition Page 4

"Tite On" or approved equal, shall be prepared by removing all dirt or foreign
material from the bell end of the pipe and inserting the gasket. The spigot
end of the pipe shall be prepared by cleaning and applying a thin coat of
approved lubricant after which the spigot end is centered in the bell and
jacked on by using a special and choker sling. The procedure in making up
this joint shall be performed in accordance with the recommendations of the
manufacturer.
5C.19 MECHANICAL JOINT. When "making up" mechanical joints, the
spigot end of each pipe shall be entered into the adjoining bell to within 1/8
inch of the total depth of the bell. The pipe shall be properly centered and
have uniform space all around for reception of the packing material.
The packing material, bolts, nuts, and other accessories used in making
mechanical or sleeve type joints shall be obtained from the manufacturer of
the pipe and joint.
The surface of the spigot and bell are to be brushed thoroughly with a wire
brush just prior to assembling. The spigot end is to be brushed with soapy
water just prior to slipping the gasket on and entering into the bell.
When tightening bolts, it is essential that the gland be brought up toward the
pipe flange evenly, maintaining approximately the same distance between the
gland and the face of the flange at all points around the socket. This is done
by partially tightening the bottom bolt first, then the top bolt, next two bolts
on either side, and last, the remaining bolts. Repeat this cycle until all bolts
are within the range of the torques listed below:
If effect of sealing is not obtained at the maximum torques indicated above, the
joint must be disassembled and reassembled.
5C.20 NUTS, BOLTS, WASHERS, RODS, STRAPS, AND CLAMPS. Where the
use of nuts, bolts, washers, rods, straps, and clamps are required due to the
peculiarities of the installation, these items shall be installed and be of the size
and dimension as shown on the plans. After installaltion, and before
backfilling, all the above items shall be painted with bituminous paint or coat
tar enamel.
Sugar Mountain Equalization Basin Addition Page 5

. . Is / I-L
Peabody TecTank
P.O. Box 996
Parsons, KS 67357
[phone]
Prepared By: GC
Reviewed By:
* * * * * * * * * * * * * * * * * *
* *
* Design Calculations:
* *
* For a Bolted
* *
* Liquid Storage Tank
* *
* * * * * * * * * * * * * * * * * *
Customer ..................... SUGAR MOUNTAIN UTILITIES
Sales Order .................. 96-5781
Date ......................... 1/2/1997
Liquid Stored ................ WASTE WATER
Specific Gravity ............. 1.00
Tank Diameter ................ 32.680 Ft
Tank Height .................. 21.000 Ft
Design Spec .................. API PRINCIPLES
Wind Velocity ................ 100 Mph
Seismic Zone ............... 2
Live Load ............... 50 Psf CWgL-KWAYi
Open Top W/Wind Girder
M
e��a��mrrrrrrrr�
eee°eQQ�� CAR01'A�,�s
em a ©alss/o % 9 Is
SEAL e
o
] 7115
Mc
i1669
'• NAL�
Date 1/2/1997 JAfi 0 jjj�
Date I,/;fig 7

Vertical Seam Bolt Loadings
---------------------------
Liquid Pressure (Psf) = Liquid Depth (Ft.) x Specific Gravity x 62.428 (Pcf)
Hoop Force (#/Ft.) = Liquid Pressure x Tank Radius (Ft.)
Bolt Load (lbs) = Hoop Force / 6 Bolts per Ft.
----------------------------------------------------------------------------
----------------------------------------------------------------------------
Ring Liquid Depth Bolt Load
1 21:00 3570
2. 12.94 2200
3 4.88 830

API 12B PRINCIPLES ALLOWABLE BOLT LOADS
REFERENCE STANDARD: ANSI/AWWA D103-80
1/2 INCH DIA. BOLTS SPACED ON 2 INCH CENTERS
--------------------------------------------
FAILURE MODE DESCRIPTION
1 HOLE TEAR OUT P=L x .6 Fy x t
2 NET SECTION P=ft x t x An
3 BEARING P=1.35 Fy x d x t
4 BOLT SHEAR P= .25 Fu x Ats
NOMENCLATURE:
P= Allowable Bolt Load (lbs.) L= Edge Distance = .875 in.
t= Steel Thickness (in.) Fy= Steel Yield Strength (ksi)
Fu= Steel Ultimate Tensile Strength (ksi)
Ft= .6 Fy (1-.9r+3rd/s) <_ .6Fy s= 2 in. d= .5 in.
r= 1 (1 Row) r=1/2 (2 Row) r= 1/3 (3 Row) An= Net Distance = 1.469 in.
Ats = Tensile Area = .142 sq. in.
------------------------------------------------------------
LOADS FOR GRADE 5 BOLTS WITH Fu_= 120,000 psi
ASTM
Gage
t
1 Row
Mode
2 Row
Mode
3 Row
Mode
A570
12
.1046
2197
-1-
3411
-2-
Fy= 40
10
.1345
2825
-1-
4386
-2-
Fu= 55
9
.1495
3140
-1-
4875
-2-
8
.1644
3452
-1-
5360
-2-
A572
3/16
.1875
4260
-4-
7642
-2-
7849
-2-
Fy=50
7/32
.2188
4260
-4-
8520
-4-
9157
-2-
Fu=65
1/4
.25
4260
-4-
8520
-4-
10465
-2-
5/16
.3125
4260
-4-
8520
-4-
12780
-4-

Ll ►1
Allowable Vertical Shell Loads AWWA
------------------------------------
fs= ALLOWABLE COMPRESSIVE STRESS (psi)
fs= 15000 (2/3) (100t/R) (2- (2/3) (100t/R)) <=15000 psi
t= SHELL THICKNESS (in.)
R= SHELL RADIUS (in.)
A= AREA = 2 (PI) (R) (t) (sq. in.)
ALLOWABLE LOAD = fs x A (lbs.)
32.680 Ft. Diameter Tank
t
fs
A
Allowable Load
(in.)
(psi)
(sq. in.)
(lbs.)
5/16
(0.3125)
3018
385
1161990
1/4
(0.2500)
2442
308
752018
7/32
(0.2188)
2148
270
578959
3/16
(0.1875)
1852
231
427704
8 Ga
(0.1644)
1630
203
330143
9 Ga
(0.1495)
1486
184
273723
10 Ga
(0.1345)
1341
166
222131
12 Ga
(0.1046)
1048
129
135046

WIND LOADS
M = OVERTURNING MOMENT (ft. lbs.) EVL = EQUIVALENT VERTICAL LOAD (lbs.)
Fb= BENDING STRESS S= SECTION MODULUS OF SHELL
t= SHELL THICKNESS r= TANK RADIUS
A= SHELL CROSS -SECTIONAL AREA
EVL = Fb x A Fb= M / PI (r^2) (t) A= 2 PI (r) (t)
EVL = M / PI (r^2) (t) x 2 PI (r) (t) = 2M / r = 4M / D
THEREFORE: EVL = 4M / D
P= WIND PRESSURE= 18 psf FOR 100 MPH
FOR HIGHER VELOCITIES : P= 18 x (VELOCITY/100)^2 (psf)
TANK PROJECTED AREA = TANK DIAMETER x TANK HEIGHT (sq. ft.)
F= WIND FORCE (lbs.)= P x TANK PROJECTED AREA (sq. ft.)
h= 1/2 OF TANK HEIGHT (ft.) M= F x h (ft. lbs.)
Wind Velocity = 100 Mph
Ring
1
2
3
Height Moment
P = 18 Psf
Ev1W
21.00 129707 15876
12.94 49249 6028
4.88 7004 857
------ Top Girder ------
S = (H x D^2/10000) x (VELOCITY/100)^2
Minimum required section modulus: 2.243 Cu. In.
Using 1/4" X 8" actual section modulus: 2.667 Cu. In.

SEISMIC DESIGN LOADS
--------------------
SECTION 12: M= Z*K*(.14*(Ws*Xs + Wr*Ht + W1*X1) + C1*S*W2*X2)
FIXED % M = %(Ws*Xs + W1*X1 + Wr*Ht) + (%/.14)(Cl*S*W2*X2)
Z=ZONE COEFFICIENT K=STRUCTURE COEFFICIENT
Ws=SHELL WEIGHT Xs=MOMENT ARM FOR Ws
D=TANK DIAMETER H=LIQUID DEPTH
Ht=SHELL HEIGHT Wt=TOTAL WT. OF CONTENTS
W1=W1/Wt*Wt (REFERENCE AWWA D103).
W1= WEIGHT OF EFFECTIVE MASS OF CONTENTS THAT MOVES IN
UNISON WITH THE TANK SHELL.
W2=W2/Wt*Wt (REFERENCE AWWA D103)
W2= WEIGHT OF EFFECTIVE MASS OF THE FIRST MODE SLOSHING
CONTENTS OF THE TANK.
X1=MOMENT ARM FOR W1 = X1/H*H (REFERENCE AWWA D103)
X2=MOMENT ARM FOR W2 = X2/H*H (REFERENCE AWWA D103)
Wr=ROOF WEIGHT S=SOIL PROFILE COEFFICIENT
C1= 1/(6*Tw) IF Tw < 4.5 SECONDS
C1= .75/Tw^2 IF Tw >= 4.5 SECONDS
Tw= SLOSHING MODE = Kp*SQR D
UF= UPLIFT FACTOR = M/(D^2*(wt+wl))
IF FACTOR IS LARGER THAN .785, THERE IS UPLIFT, IF FACTOR
IS LARGER THAN 1.54, ANCHOR BOLTS ARE REQUIRED.
wt= Ws/(PI*D) = TANK WEIGHT PER FOOT CIRCUMFERENCE
wl= 7.9*Tb*SQR(Fy*H) < 1.28 H*D = UTILIZED WT. OF CONTENTS
Tb= BOTTOM THICKNESS Fy= BOTTOM YIELD STRESS
SHELL COMPRESSION : SIGMA C / FS <= 1.33
Ts= SHELL THICKNESS Fs= ALLOWABLE COMPRESSIVE STRESS
SIGMA C= (wt+(1.273*M/D^2))*l/(12*Ts) IF NO UPLIFT OR ANCHORED TANK.
SIGMA C= ((wt+wl)/(.6070-.18667*UF^2.3))-wl*(1/(12*Ts)) IF UPLIFT

Fixed % Seismic
Loads
API PRINCIPLES
Seismic Zone
2
-----
32.680 Foot Diameter Tank -----
Zone = 2
Z = 0.375
% = 0.050
K = 2.50
Ws = 14973
Xs = 10.50
Wr = 7119
Ht = 21.00
C1 = 0.050
W1 = 712746
X1 = 7.88
S = 1.50
W2 = 386610
X2 = 13.63
H = 21.000
Ts = 0.1875
Tb = 0.1046
D/H = 1.556
Fs = 1852
Fy = 40000
Wl/Wt = 0.648
wt = 146
wl = 757
Wt = 1099645
X1/H = 0.375
X2/H = 0.649
W2/Wt = 0.352
tw = 3.33
Uplift Factor
= 0.45
Sigma c = 296
Evl = Sigma
C*Pi*D*Ts*12-Ws
Unanchored
Tank Loads
Height
Moment
Evl Sigma C/Fs
Shear
Tension
(Ft. Lbs)
(Lbs)
(Lbs)
(Lbs)
21.00
437146
53496 0.160
47096
31404
---------------------------------------------------------------------------
-----
32.680 Foot Diameter Tank -----
Zone = 2
Z = 0.375
% = 0.050
K = 2.50
Ws = 7687
Xs = 6.47
Wr = 7119
Ht = 12.94
Cl = 0.048
W1 = 302105
X1 = 4.85
S = 1.50
W2 = 352781
X2 = 7.41
H = 12.940
Ts = 0.1345
Tb = 0.1046
D/H = 2.526
Fs = 1341
Fy = 40000
W1/Wt = 0.446
wt = 75
wl = 541
Wt = 677591
X1/H = 0.375
X2/H = 0.573
W2/Wt = 0.521
tw = 3.49
Uplift Factor =
0.22
Sigma c = 155
Evl = Sigma C*Pi*D*Ts*12-Ws
Unanchored
Tank Loads
Height
Moment
Evl Sigma C/Fs
Shear
Tension
(Ft. Lbs)
(Lbs)
(Lbs)
(Lbs)
12.94
147271
18022 0.116
24871
3216
---------------------------------------------------------------------------

'0/i 2
Fixed o Seismic
Loads
API PRINCIPLES
Seismic Zone
2
-----
32.680 Foot Diameter Tank -----
Zone
= 2
Z = 0.375
% = 0.050
K =
2.50
Ws = 2461
Xs = 2.44
Wr =
7119
Ht = 4.88
C1 = 0.034
W1 =
44062
X1 = 1.83
S = 1.50
W2 =
196417
X2 = 2.50
H = 4.880
Ts =
0.1046
Tb = 0.1046
D/H = 6.697
Fs =
1048
Fy = 40000
W1/Wt = 0.172
wt =
24
wl = 204
Wt = 255536
X1/H
= 0-375
X2/H = 0.512
W2/Wt = 0.769
tw =
4.68
Uplift Factor =
0.06
Sigma c = 33
Evl
= Sigma
C*Pi*D*Ts*12-Ws
Unanchored
Tank Loads
Height
Moment
Evl Sigma C/Fs
Shear
Tension
(Ft.
Lbs)
(Lbs)
(Lbs)
(Lbs)
4.88 15084
1846 0.032
6289
0

Stave Ring 1
Thickness = 3/16 Gr 50 Rows of Bolts = 1 Grade 5 Bolts
Vertical Loads (1) Tank Weight = 22092 Lbs.
(2) Live Load on
Shell @ 50 PSF = 5033 Lbs. (P�A-(roam)
(3) Evl Wind or Seismic = 53496 Lbs.
Total Static Load (1 + 2) = 27125 Lbs.
Total Dynamic Load (1 + 3) x .75 = 56691 Lbs.
Allowable Vertical Load = 427704 Lbs.
Actual Bolt Load = 3570 Lbs.
Allowable Bolt Load = 4260 Lbs.
Stave Ring 2
Thickness = 10 Ga Rows of Bolts = 1 Grade 5 Bolts
Vertical Loads (1) Tank Weight = 14806 Lbs.
(2) Live Load on
Shell @ So PSF = 5033 Lbs. (PLA-rkao)
(3) Evl Wind or Seismic = 18022 Lbs.
Total Static Load (1 + 2) = 19839 Lbs.
Total Dynamic Load (1 + 3) x .75 = 24621 Lbs.
Allowable Vertical Load = 222131 Lbs.
Actual Bolt Load = 2200 Lbs.
Allowable Bolt Load = 2825 Lbs.
Stave Ring 3
Thickness = 12 Ga
Rows of Bolts = 1 Grade 5 Bolts
Vertical Loads (1) Tank Weight = 9580 Lbs.
(2) Live Load on
Shell @ 50 PSF = 5033 Lbs . (P4-rNaM)
(3) Evl Wind or Seismic = 1846 Lbs.
Total Static Load (1 + 2) = 14613 Lbs.
Total Dynamic Load (1 + 3) x .75 = 8569 Lbs.
Allowable Vertical Load = 135046 Lbs.
Actual Bolt Load = 830 Lbs.
Allowable Bolt Load = 2197 Lbs.
---------------------------------------------------------------------------

/�yj 2
TENSION LOADS ON CHIMES
(AWWA D103-87)
TANK DIA = 32.680
FT
TENSION ON CHIME
_ ((EVL-DL)/CIRCUMFERENCE)
ALLOWABLE TENSION
IN CHIME _ ( YIELD/36) X
(9600 X t^2)
X 1.5
IF ALLOW TEN. >
TEN. ON
CHIME THEN A TENSION STRAP IS
NOT REQUIRED
LOAD ON TENSION
STRAP =
2 X TENSION ON CHIME
WIND/SEIS
TENSION
TENSION
LOAD ON
t YIELD
EVL
TANK DL ON CHIME
ALLOW
TEN STRAP
TENSION
RING
----
(IN) (KSI)
---- -----
(LBS)
-----
(LBS) (LBS/IN)
-------------
(LBS/IN)
--------
(LBS/2IN)
---------
(STRAP)
-------
1
0.1875 50
53496
22092 25
703
-----
N/R
2
0.1345 40
18022
14806 3
289
5
N/R
3
0.1046 40
1846
9580 0
175
0
N/R

WALKWAY DESIGN p9 �! of
I�/4„x3/��/8AR c,2a,n�lU P.
- P� -4171 -P-�d gK=t
VV rzx»
(TYP. )
Tank Dia. = 32.68 ft
Walkway Width = 3 ft
COMBINED STRESSES PER BEAM
Mx = [(LL + DL) x (1/2 Width) x L A 2 / 8]
Mx = 144178 in-Ibs
Try I w12x16
Lc=l 4 ft
Beam Stress = ( Mx / Sx ) _
CHECK ATTACHMENT LENGTH
Live Load = 50 psf
Dead Load = 1 10 Ipsf
Sx = 17.1 inA3
Ix = 1 103 inA4
8431 psi < 24000 psi
P = End Reaction Total Allowable Shell Load = 135046 Ibs
P = 1471 Ibs Allow Shell Load = 110 Ibs/in
Min. Span Req'd. on Shell = 13.4 in. per support
CHECK DEFLECTION
E = 29600000 psi Deflection L/240 = 1.634 in
Actual Deflection = 0.76 in

r
************* Tank Loadings on Foundation *************
Customer
SUGAR MOUNTAIN
UTILITIES
Sales Order
96-5781
Date
1/8/1997
Engineer
GARY CHUBB
Tank Diameter
32.680 Ft.
Wind Velocity
100 Mph
Tank Height
21.00 Ft.
. Live Load
:60 Lb/Sq Ft.
Working Tank Vol.
: 131775 Gal
Mat. Of Construction
: CARBON STEEL
Product
: WASTEWATER
Specific Gravity
: 1.00
Seismic Zone
: 2
(A) Tank Dead Load ................
0.215
Kips/Ft.
(Arc)
(B) Live Load . �P��T��2M�....
0.049
Kips/Ft.
(Arc)
Base Shear (Wind) ..................
12.353
Kips
Overturning Moment (Wind) ..........
129.707
Kip -Ft
Tank Uplift (Wind) .................
0.000
Kips/Ft.
(Arc)
Base Shear (Seismic) ...............
47.096
Kips
Overturning Moment (Seismic) .......
437.146
Kip -Ft.
Tank Uplift (Seismic) ..............
0.000
Kips/Ft.
(Arc)
Bottom Pressure ....................
1311
Psf

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Interior Coatings
Thermo -Thane 7000
Liquid Immersion
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oi Thermo Thane 7000 is a
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Taber
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ASTM 8-117
NACE TM-01-74,
procedure 8
Heat Resistance
Dry
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Physical Properties
Sahara Gold
5 mils (125 micron) minimum
90 mg loss (CS 17, 1000 g,
1000 cycles)
28 liters/mil
Less than %a" creepage in
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Excellent to most caustics, acids,
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3000 (1490 C)
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Bolted Tank
Exterior Coatings
System 4T"
The very best exterior for bolted
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Acrylic Urethane
TecTank's best topcoat, Acrylic
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Acrylic
Baking Enamels
These true thermosetting acrylics
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Aluminum
A leafing type aluminum may top-
coat red oxide primer to improve
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Inorganic
Zinc Primer
The base coat for TecTank's
System 4, our inorganic zinc prim-
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from coastal and marine expo-
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Hot Dipped
Galvanized
For excellent corrosion
resistance for storing liquids
in the neutral Ph range, steel
parts are pickled, then dipped
in molten zinc according to
ASTM A123 specifications. Both
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more than 2.0 oz. per square
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Polyamide
Epoxy Primer
This light gray, two component
polyamide provides true epoxy
performance with good resistance
to chemical vapors, splash and
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Red Oxide Primer
A rust inhibitive, minimum
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red oxide primer can be used
when only a "shop" primer is
required. It is suitable for
topcoating with aluminum or

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degreases and rinses. Both sides
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Each part is thoroughly dried in
2. t5_° w� 2Syy a
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Surface Preparation
Mechanical steel grit blasting
produces a near white finish
Comparative Performance 3' ll (SSPC-SP 10; SA 2.5)
� a
Quality
First Coat
Exterior Protection & Coating application is in
Coating System Appearance Performance
k ems: 3 d i accordance with manufacturer's
Red Oxide Primer Fair MinimalJ� ykr sY� recommendations. Different
Polyamide Epoxy 4. I�Jxf > 5�� { coatings may be applied to
1t 1 7 {� interiors and exteriors.
Primer Good Good a
Inorganic tp. A,b 8,
Zinc Primer Fair Excellent
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Red Oxide �N r 3
Irro-
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Hot Dipped Galvanized Fair Very Good sx x ;`� ° First Bake
Parts are oven baked to achieve
Polyamide Epoxy Primer 5. �F}
and Acrylic Enamel Very Good Very Goody,{{" the proper degree of cure.
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and Acrylic Urethane Best Excellents�5t
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System 4 Best Best
Rankings based on laboratory tests and field experience.
f X Additional Coats
Additional coats are applied as
6.
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p i3 V.
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All parts are baked after the
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Parts are quality inspected. The
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(Rated parts arp protected in

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P `yP8
Peab—ody
,
P.O. Box 996
Parsons, Kansas U.S.A. 67357
"C291 Rev.794 Phone: [phone]
PUTTING MC)RI:
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'IED LETTER DATES
ENTER THE FOLLOWING DPI
TRACKIN DATES:
Matthew Klein
Carolina Water Service Inc of NC 2/28/7018 jc
PO Box 240908 NOV-2018-LMU19
Charlotte, NC 28224 7017 2620 0000 9759 5251 Sugar Mtn WWTP
AVERYERY
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DATE ENFORCEMENT SENT
•1It
DATE ENFORCEMENT REC'D & SIGNED DATE GREEN CARD REC'D ARO

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North Carolina Department of
�•Envirrori`menf and Natural Resources' ftom ife'm 1? ❑Yeso ��'2090 U.S. Highway 70, Swannanoa, Nc 28778j ; w
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'MARTIN LASHUA
- REGIONAL MANAGER- s. S Ice Type "ems _ ,3%
CWS, SYSTEMS INC Certified Mail ❑ Express Mail
WEST PARK DRIVE SUITE 101 Registered RetumRecelptfor andise
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MARTIN LASHUA, REGIONAL
CAROLINA WATER SERVICE INC
POST OFFICE BOX 240908
CHARLOTTE NC 28224_0908

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
SURFACE WATER PROTECTION SECTION
May 13, 2011
Mr. Brian Cauthren
Festiva Development Group, Inc.
1 Vance Gap Road
Asheville, NC 28805
Subject: Permit No. WQ0035352
Festiva Development Group, Inc.
Blue Ridge Village III
Wastewater Collection System Extension
Avery County
Dear Mr. Cauthren:
In accordance with your application received April 27, 2011, we are forwarding herewith Permit
No. WQ0035352, dated May 13, 2011, to Festiva Development Group, Inc. for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference. .
Please pay particular attention to Permit Condition 3 which requires that the wastewater collection
facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any individual
system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities, and/or
referral of the North Carolina -licensed Professional Engineer to the licensing board.
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 NorthCarohna
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 Aawa!!r,
Internet: www.ncwaterguality.org

Festiva Development Group, Inc. May 13, 2011 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Festiva Development Group, Inc. for the construction and operation of approximately 375 linear feet of 8-
inch gravity sewer to serve two (three -bedroom) cottages (#31 & #32) as part of Blue Ridge Village III,
and the discharge of 720 gallons per day of collected domestic wastewater into the Carolina Water
Services, Inc. of North Carolina - Sugar Mountain WWTP and existing pump station # 1, pursuant to the
application received April 27, 2011 and in conformity with 15A NCAC 2H .0200; the Division's Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Carolina Water
Services, Inc. of North Carolina - Sugar Mountain Wastewater Treatment Facility (Permit No.
NC0022900) prior to being discharged into the receiving stream.
This permit shall become voidable unless the agreement between Festiva Development Group,
Inc. and Carolina Water Services, Inc. of North Carolina - Sugar Mountain WWTP for the collection and
final treatment of wastewater is in full force and effect.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Wanda Frazier at (828)
296-4662.
Sincerely,
for Co leen H. Sullins, Director
Division of Water Quality
cc: Avery County Health Department
umwAsheville3Reaional--Office NC00229.0.0-c-WS-&- ar -ountain
C. Chris Day, P.E. - Civil Design Concepts, PA
Martin Scalon - Carolina Water Services, Inc. of North Carolina
Division of Water Quality Central Files
PERCS Files
S:\SWP\Avery\Collection Systems\Sugar Mountain Collection System\WQ0035352 Blue Ridge Village III 5-16-11.doc

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track. Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1.C.

PERMIT NO. WO0035352 -Festiva Development Group, Inc. —Blue Ridge Village III — Avery Co — May 13, 2011
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in. phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service.Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 213.0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
2

PERMIT NO W00035352 - Festiva Development Group Inc -Blue Ridge Village III - Avery Co - May 13 2011
11. Noncompliance Notification:
The Permittee shall report by telephone to a water Quality staff member at the Asheville Regional
Office, telephone number [phone], as soon -as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
12. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting
documentation. This shall be done through a permit modification -with fee. Such variance requests
will be evaluated on a case by case basis. Resolution of such request shall be evident prior to
completing and submitting the construction certification.
Permit issued this the 13t' DAY OF May, 2011
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Col en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035352
3

PERMIT NO W00035352 -Festiva Development Group, Inc —Blue Ridge Village III — Avery Co —May 13 2011
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description: 375 linear feet of 8-inch gravity sewer to serve two (three -bedroom) cottages
(#31 & #32) as part of Blue Ridge Village III.
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension;
® Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project;
a Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum
design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of
the above referenced project for the Permittee hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was observed to be built within
substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION WITH
REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS:
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

STATE OF NORTH c ARoLINA
'COUNTY OF Pernift-No., �Ja 00 3536_�
DEVELOPER'S OPERATIONAL AGREEMENT..
ThzsAGREENIENT 'G..S.143.�2�1.5..I(.d'l)andentered,inioihi.�,
p:ursuant.tQ,' , day
of
P') 0 -by, and - between the, Noiih. Cai:olfina Environinbntal Management
"Cominission,an. agency.ofihe Slate, -of -North Carolina, fiereipafter,known as,the t, 1 SS, 1' 0' N
Development Group,LLC, q.,qqrporation/"Qlerll,.Paln rship> re
911stpred/ippised to­d6husine8sin the State, of'
North- C aroliha, hereiniafter'knowii, as: the 'DEVELOPER„
WITNE9SETn
i., The'DEVELOPER is the6i�,h--el7.6f'tlie'c'eil�fin"laiids lying In Aven� County,.,, upo,which it is erecting;
and will erect dwelling unjt,s:and.,'-otherJm ovqInen,ts,.Bevel pment"to be krioWhn
PT, 1. 1 d
.as Blue Rid jteViftagg,,Phase III (hdf6j-naftei-.the-,-Developinent).
2. TheDEVELOPER desu,es, to construct a,wastea_teI c.gjjectjp,h system with pump
s wastewater treatment;ent.
works, and/or disposal facilities (hereinafter.Disposal'System)-toprovide sanitarysewage-disposal to
serve the Nvelopruent' on sai , dlands.
3., The_DEVEWTTR has applied'to- the, COMMISSIONfor the issuanceof, a pennirpursuani -to G;S 143-
1 to.consiruct, mainiain and operate the,1).isposaY
).._'S stein.
_
4_ The, DEVELOPER has. _created, or, shall, create unit,ownership- in said dwellings units,'other'improvemeiits
and lands through filing, -of 'a Declaration: 0 Unit OWijership'(hj(:�e ),,pursuant to'ChalRei,
47C bt- 47Fof'th&,N6i1h Carolina G6neralStatutes.
S. The 'DEVELOPER has caus&dtobefoi-n-ied-orw.illcause,,tobe,,f6rmeda*ttlie-iime-offiliiRof*'fhe;
Declaration,, the Blue Ridge Village ,-III '.Homeowners Association, :I :,Inc: (hereinafter
Assoc q;'A tion) a ion-p�qftt�q ipot_anonY-orpftiz,ed.and 'exis in-padgr and_'by-,thevi-tue ofth6laws ,6fAhe:
St;ate.o,f,NortfiCarolina, ,for.thepurpose, amon others, of handlingjhe� property; affairs and business of
9 -P
t
,the Development, qfpperii.ing, itiaintaiftiogy 'fe-bons I', u c-t 1 n- g- - and repairinginifloin elements of the
lands ,:and ii-rip-r.'ov6filen'is.stibjtttt<tounit .,ownership; -'incl�din'g:Uie-Dispoga.1'.Sy mand-d'c6liepi'
, t ng dues
and. assessnn'ents,toptovide funds for 9uch_oP6rUi6h, maintenance, . , . re , "cOnstructib - n:and repair:
The, COMMISSION desires to assure that the Disposal Svstenvof the Development i I ­ I
p is ' properly
consi•pqtvd ,ipajptEq'inod ndoperated j accot&ite with law and, p
a ., in, df pf.oyisi6ns, in,.ofder, to,,protect the
quality-�of the. -waters of the,.State and -,tlie,p.u*blic,interestt.herein.
NOW,, T -6 t,
QR�Ejnc iist.praponofth d:thd beftefits to Wdefived by each of the parties-
. 'IQ. 'e 44, _11. 1 11 1
hereto, the COMMISSION and DEVELOPER. & hereby mutu6jly -agree as U.110.ws.
I The DEVELOPER shall. wh9truct-thd-Di§l$6§al. System-i-n-,-dc&drd'a'iice,,'-w-ith:the.pdrftiit, and plans -;and
spedificaifons hereafter issued, and .approved"by the COMMISSION, and I shailthereaftqr pr prly operate;
etatp:
.and nigiRtain such- systenjs and ,fiIpililies;in,-accotdance with -.applicable permit provisions i and law.
2. The. -DEVELOPER., shall notptransfer,.ownersh,ip and/or, control �of the Disposal Systern to the, Associatim
until construction has ,bn completed ..,in, accordance with -the: permit and approved plans
, and"the,staff -of
.the Di -vision of Water Quality has inspected and approved -of the facilities, In order to chango.,thenaive of
the po it-liold-&,t,,-thdDEVELOPER..hiu'-st"requ'ostth,(itth&-pei-rniibei-eisstedtotlieAssociaiion. The
request, must,,,include a copy of'ihe-Assiadi'ation-.j5y,!aWA,41,idPeclara'tion,
3. The EL gAlai nottr4mief, convey, ass t-,Or othei�wise�k&linquish:or,.i-elease,its responsibility.
foi--the,,operation:and:inailitenance,:of iis:'Dispos6l'Systern until.a 6ermit has been, -relslued 1­0`the,
bP, 0
MV 02iO3, Page_1,of1

4. The DEVELOPER shall provide in the Declaration tion and Association Bylaws that the DisposaJ'System and
appurtenances. thereto are -,part of the common elements and shall thereafter be�proper. ly in, iqin. tained,,and
o eratediii conforiiiitywith law the, provisions of the , -permit for constructionoperation; repair; -and. p p
maintenance off . he,syq Tlie Declaration and Bylaws shall identifyihe entire wa8.t&W.atdf
treatment., collectionand. .disposal system ,as a wii1mon-element which will receive the highest- priorityfor
expenditures by the -Association qNcqpt,!fqr Federal, Slate,,and local ,taxes .and ins u-ra--n*,-
5'. TheDEVELOPER, shall provide, in the Declaration and Associati on.Bylaws that the Disposal System will
be Ingirifained out of the: common expenses. In order to assure thit tl &r $4411.4e funds readily available
-
tof,epair"„,ffi ainfambf, construct .the;Dispo§aI System, beyond- the-rounne -operation and maintenance
expenses; fl*'Declar1a6on and Asso-6fatiorf Bylaws ,shall vrovide that a fund. be, creatod'out of the, cbnbnoh
expenses: Such fuiid.shall'bc separate from the routine maintenance funds allocat6dfor the facility and:
shall, -be-Partof the, yearly budgef.,
6. In'the.everit the C-orriffion, 6xpefise.-Alocation -and separate fund aretnot,adequate for the construction
repair., ,-qn dAnaintenaricepf'tfi.eDiis posal.,System, the Dec�laratiotxland.AssaciatiQri.Bylaws shall,provi
.
special assessments to cover such necessary essarycosts. There -shall be -no- limit on.flie amount, of such
assessments-, and the Declaration and Bylaws shall provide that such, ,8pe.c,i,Eil,,a$80ss,ment's can be made' as:.
necessary at anytime.
7; If a wastewater;izolloctionsystem -and wastewater treatment aiid/of disP 0sal facility provided by -any, cit
y;
town, oobrity. water. and, s6wef,authorifies, or other unit of governirient'shall hereinafter becorne,
availdble;to-Serve the Development, the, DEVELOPER shall take such a_ction;as is1hpcessai-y to cause the 1 action,as
existing and Riture wastewater of the Development io'be accepted and disdharged,-into said goverrinienial
sy%olml,and shall,ey.ort ansf�r.as.; .qpAv r System and su6mecessary easements sements as: � the
'nuch of the
governmental unitmay require; as condition of accepting the Development's wastewater.
8. K&tbgm*'Zingzthatit,would'be.e6nti!arVtothia-D-ublic'filerostandtothep4blid.health safety and: welfare for";
.the Association to enter into,voluntar 'y.dar6di§s6lution without having made adeqpafe,,provisi6n.:f6r the
continued proper' piaintenaribe, repairbperation of its Disposal Systeiy� the DEVELOPER shall,
provide irithe-Association Bylaw's that the Association shall. not-enter'into vd1untaly"iss,914ti-on without
P
't'- I t.h transferred its said system arid. facilities t rs . aving o,sonie person, corporation or other entity acceptable
to and approved- by the COMMISSION by the issuance -of a-,perinit.
9. The 'agreeiheftts,set
,f6iihn. nunitiered `,paragraphs 1' 21, 34, 5, 6, 7,'and & abcv`d-s1Allb'ecohditions of an y
per-mit,issted.by-the,:COMMISSION'io the DEVELOPER for the: construction, maintenance, repainand
bperafibn of the;Diwo8a:l Svslem.
M A copy of this agreement shall be-�filed afthe'Register of Deeds�in the County(Jes) where the Declaration
:is .filedoffices of the 'Sect W'd 0 a. and in the ptary, of State of Carolina. with flidArtilcles of Imorporation of
the Association.
N WITNESS' WMIP_RIOF, this, agreement Was,executediri.d duplicate .originals by the duly up � , rigin , , I y authorind,
represeiifative� of the parties hereto on the day and year written as iridicateid by each of the parties named below-,
FOR THE'ENVikO N'M­EN­TA' L
7AGEMENT COMMISSION
Cofeenjt'S�llins, , �� Director
; I � I.-
Division ofWate,k Quality.
y
Festiva Development-Group,,LLC
'Name, of DEVELOPER
Signature)
, 4:)­, _ q)
Brian Cauthren—l) i recior.of Facilities/Maintenance
PrintNaihe and.Title
Ato MaY13, 20.1 1,
(Date) (Date):
FORM- DEV"02/03 Pag1e,1of.2.

yap
611f for GRAVITY SF
ZO // (Pressure & Vacuum
ater Quality
Af ��-AAC PA PPIICATION
(FTiN 12/07 very)
�' ND FORCE MAINS
is application package)
INSTRUCTIONS: Indicate that you have included/addressed fpjlovvin,.Ijst Qf�r1�pj1:pafitage items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr. state. nc. us/peres/Collection %20Systems/Collection SystemApplications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed glans and specifications unless you respond NO to Item 6t13).
Separate applications should be made for non-contiauous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
® D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes•, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities. submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA12/07

❑ G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction = Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at:
http://h2o.enr.state.nc. us/peres/Collection%2OSystemsICollectionSystemsHome.htmi
or contact the Regional Office serving your county.
P 1 Al2/U /

4 Applic
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! j (to lie co Meted by DWQ) `. 00035352
9.
O_wner/Permittee:
----- -- --- - - -- -APR- - 2 -7 2011-
1a.
Festiva Development Grou , Inc. ! !
Full Legal Name (company, municipality, HOA, utility, etc.)
x
'1 b.
Brian Cauthren d^LATER QUALITY SECTION
®
�
Signing Official Name and Title (Please review 15A NCAC 2T .01061(b) )or izri' �i=sigWngii
I1
c.
r
[
The legal entity who will own this system is: J
0.
,-rt.,p
❑ Individual ❑Federal ❑ Municipality❑ State/Count ❑ Pnvate 15artnersfii Corp6F on [TON rs
(specify): - -
- —
- -- ------ - — - - — - - -y --- ---
1e. Asheville
0
1d.
1 Vance Gap Road
LL
Mailing Address City
11f.
- -- - - -- - --
North Carolina 11g. 28805
Z
State Zip Code
0
1 h.
828-254-3378 11 i. 828-254-2285 1 j. [e-mail]
QTelephone
Facsimile I E-mail
V
2.
Proiect (Fac_ility) Information:
J
12a.
Blue Ridge Village 12b. Ave Count
Brief Project Name (permit will refer to this name) I County Where Project is Located-
0
3 .
--------- - ---
Contact Person:
3a.
C. Chris Day, P.E. LEED AP of Civil Design Concepts, PA
Q
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
828-252-5388 i3c. [e-mail]
Phone Number I E-mail
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
12.
Owner is ❑ Public (skip to Item B(3)) ® Private (go to Item 2(a))
12a.
If private, applicant will be: { 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) orl ❑ Public Utility (Instruction C)
El Leasing units (lots, townhomes, etc. -skip to Item B(3)) ® Homeowner Assoc./Developer (Instruction D)
® Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Carolina Water Services, Inc of North Carolina (Sugar Mountain Utilities, Inc
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
i4a.
Suqar Mountain
!4b. NCO022900
Name of WWTF
WWTF Permit No.
F-i
5a.
Carolina Water Services, Inc 5b. 6" ❑ Gravity
of North Carolina Receiving Sewer Size ® Force Main 5c. WQ0011637
0
Owner of Downstream Sewer Permit # of Downstream Sewer (Instruction E)
- - - -- - - --- - -- -- - - --- --- - - - -- -- --- - - --- - - - ---
LL
6.
The origin of this wastewater is (check all that apply)_
I--
❑ Residential Subdivision ❑ Retail (Stores, shopping centers) 100 % Domestic/Commercial
® Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
LU
❑ School ❑ Church (RO: contact your Regional Office
Ill
❑ Restaurant ❑ Nursing Home Pretreatment staff)
❑ Office ❑ Other (specify):
�
%Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular project: 720 gallons per day
*Do not include future flows or previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
r iAiuu i

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
See Attached Calculations
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
g
375
New Gravity
Q11.
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
D
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
P
Z
Design Flow
(MGD)
Operational Point
Power Reliability Option
1 - permanent generator w/ATS;
Force Main Size
Force Main Length
0
GPM @TDH
2 - portable generator w/MTS
V
%. 0
NA
NA
NA
NA
NA
Z
O
QPump
Station Location ID (self chosen - as shown on plans/map for reference)
!
�
Design Flow
(MGD)
Operational Point
Power Reliability Option
1 -permanent generator w/ATS;
Force Main Size
Force Main Length
O
GPM @TDH
2 - portable generator w/MTS
LL
Z
I-
Pump Station Location ID (self chosen - as shown on plans/map for reference)
W
a
Design Flow
(MGD)
Operational Point
Power Reliability Option
1 - permanent generator w/ATS;
Force Main Size
Force Main Length
m
GPM @TDH
2 - portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility
(RO — if "yes" to 13,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® NIA
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Brian Cauthren attest that this application for Blue Ridge Village has been reviewed by me and is accurate and
complete to the best of my knowledge. l understand that if all required parts of this application are not completed and
that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B,
any person who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
1a.
Signing Official Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
U
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Q2.
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, C. Chris Day, P.E. attest that this application for Blue Ridge Village has been reviewed by me and is accurate,
u-
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
I--
to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
LL!
U
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have
V
developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that
/ have reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as
well as civil penalties up to $25,000 per violation.
2a. C. Chris Day, P.E.
Professional Engineer Name
( N O �jl/
2b. Civil Design Concepts, PA
Engineering Firm
31�'
2c. 200 Swannanoa River Road
Mailing Address
�jC ��!,1��
2d. Asheville
12e. NC
12f. 28805
.%Py-Z
City
State Zip
12g. 828-252-5388 i2h. 828-252-5365
2i. [e-mail]
Telephone Facsimile
E-mail
I NC PE Seal, Signature & Date
FTA12/07

00
cat"
CIVIL DESIGN CONCEPTS, PA
April 25, 2011
Roger Edwards
NC Dept. of Environment and Natural Resources
Division of Water Quality
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
Re: Blue Ridge Village Condominiums -Cottages 31 & 32
Fast -Track Application Submittal
CDC Project No: 10808
Roger,
APR 27 2011iD
j WATER QUALITY SECTION
ACHEVILI_E n GIONAL OFFICE
Enclosed is the Fast -Track Application for Gravity Sewers, Pump Stations and Force Mains
submittal for the referenced project. The project is located at 3781 Tynecastle Highway,
approximately 0.6 mile northwest of US Highway 184 (Tynecastle Highway) and US Highway
105 in Banner Elk, North Carolina. The project will consist of a private 8" gravity sewer
extension to an existing sanitary sewer pump station. The pump station is currently owned by
UI Utilities, Inc.and flows into the Sugar Mountain Wastewater Treatment Facility. All
applicable forms and applications have been submitted for this project. Enclosed for your
review are the following items:
• One (1) Original and One (1) copy of the Fast -Track application
• Check for $480 payable to NCDENR
• One (1) Original and Two (2) copies of the Operational Agreement
• One (1) copy of the Downstream Sewer, WWTF Capacity and Flow
Tracking Acceptance application
• 8.5"x11" Color USGS Map
If you need additional information regarding this matter, please do not hesitate to contact me.
Sin ely,
C. Chris Day, PE
Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

CO -
CIVIL DESIGN CONCEPTS, PA
Re: Blue Ridge Village
Sanitary Sewer Extension & Future Maintenance Agreement
To Whom it may concern:
In pursuit to provide sewer service to a parcel of property located adjacent to the Blue Ridge
Village Resort in Banner Elk, North Carolina, Festiva Development Group, Inc. is requesting
approval to connect to the existing private sanitary sewer lines located on the Blue Ridge Village
Resort property, which are currently owned and maintained by Blue RidgeVillage I1 Owners
Association. Festiva Development Group, Inc. does hereby agree to be responsible for all
construction costs associated with the new portion of sanitary sewer line and will also bare all
future maintenance costs for this portion of sanitary sewer- line. Festiva Development Group,
Inc. also requests that upon installation of the new sewer lines, a 20' maintenance easement be
recorded for the portion of sewer line that lies within the Blue Ridge Village resort property.
Additionally, Festiva Development Group, Inc. agrees to share in future maintenance costs of
the existing private sewer line from the proposed connection point downstream to the pump
station at a 33% cost share. By signature below, all parties have read and agreed to the above
connection request and future maintenance agreement.
Festiva Development Group, Inc
Name/Title: BK(ArQ CAUtffCEN, Dig,- or FAC(LI S S
Signature:
Date: 513011
Blue Ridge Village II Owners Association
Name/Title:_ �,,� _ w,,, ��ce Pesw
Signature:
Date: 3- 30- 1 f
,i,.. w,.,�.a.+r�.n,a.nn�wxr•�ee..Y,a-.,y+;c':...,a.s.., ,.:w.':ea:.ys..h� ,,,...�. '�4
k
1
E«L��1�
AP19 2 7 2011
I
WATER QUALITY SECTION
_,...ASMEV.ILLE REr,ION4L. OFFICE
Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

cdco�`
CIVIL DESIGN CONCEPTS, PA
Re: Blue Ridge Village
Sanitary Sewer Extension & Future Maintenance Agreement
To Whom it may concern:
In pursuit to provide sewer service to a parcel of property located adjacent to the Blue Ridge
Village Resort in Banner Elk, North Carolina, Festiva Development Group, Inc. is requesting
approval to connect to the existing private sanitary sewer lines located on the Blue Ridge Village
Resort property, which are currently owned and maintained by Blue RidgeVillage II Owners
Association. Festiva Development Group, Inc. does hereby agree to be responsible for all
construction costs associated with the new portion of sanitary sewer line and will also bare all
future maintenance costs for this portion of sanitary sewer line. Festiva Development Group,
Inc. also requests that upon installation of the new sewer lines, a 20' maintenance easement be
recorded for the portion of sewer line that lies within the Blue Ridge Village resort property.
Additionally, Festiva Development Group, Inc. agrees to share in future maintenance costs of
the existing private sewer line from the proposed connection point downstream to the pump
station at a 33% cost share. By signature below, all parties have read and agreed to the above
connection request and future maintenance agreement.
Festiva Development Group, Inc
Name/Title: BRIAN CAUTHOEN , 17le. _ OF FACKri16 S.
Signature:
Date: 3130116
Blue Ridge Village II Owners Association
Name/Title:��w�, I%c e, 0
Signature: 1�
Date: 3-30- 1(
Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

�F WATFR State of North Carolina
\O� QG Department of Environment and Natural Resources
c� r Division of Water Quality
o Flow Tracking/Acceptance for Sewer Extension Permit Application
(FTSE—10/07)
Project Applicant Name: Carolina Water Service. Inc. of North Carolina
Project Name for which flow is being requested: Blue Ridge village cottages #31 and #32 @ sugar Mountain
More than one FTSE-10107 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed vVastewater flow:
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Sugar Mountain
b. WWTP Facility Permit #: NCO022900
All flows are in MGD
c. WWTP facility's permitted flow 0.500
d. Estimated obligated flow not yet tributary to the WWTP 0.2386(*663 lots @360gpd)
e. WWTP facility's actual avg. flow 0.144 (March.10 — Feb.11)
f. Total flow for this specific request 0.000720(2 connections)
g. Total actual and obligated flows to the facility 0.3834
h. Percent of permitted flow used 77%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
Pump Station #1 (WWTP) 0.300 0:044434. -.-. - - ............
*Obligated not yet tributary was calculated from current connecti c�� d tash4fol= u�ar�ilo that 1.
**Based on 3 months of pump #1 and pump #2 run time data.
11 APR 2 7 2011
F I �
III. Certification Statement: WATER QUALITY SECTION
I, MAEAn tJ LtQ51 fi[ t'A' , certify that, to the best 11,11e'dgE;rtl% acidiifi
volume of wastewater to be permitted in this project has beenev_aluated,along-the.route to the receiving
wastewater treatment facility and that the flow from this prdject-is,not.anticipaltQ, cause any capacitX
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policie nd pro ures us ng th st available data. This certification applies to those items
listed above in Se ons I a d for w ich am he responsible party. Signature of this form indicates
acceptance of this astewa er ow.
Signing OfficiarSignatitre Date

Utilities, Inc'
W. Jason Guess
Civil Design Concepts, PA
200 Swannanoa River Road
Asheville, NC 28805
April 7, 2011
Re: Waste Water Utility Service,
Blue Ridge Village Condominiums- Cottages #31 and #32
Avery County, NC
To Mr. Guess,
Carolina Water Service, Inc. of North Carolina (CWSNC) is a public utility providing wastewater service to
the Blue Ridge Village Condominiums in Avery County, North Carolina. CWSNC is willing and able - to provide
waste water service to Cottage #31 and Cottage #32 within the subdivision. The total flow capacity for each cottage
shall be 360 gallons per day (GPD). (120 gallons per bedroom x 3 bedrooms or 360 GPD).
The developer or property owner will be required to pay all necessary connection fees as approved from
time to time by the North Carolina Utilities Commission. These fees are currently $1,100 per connection.
If you should have any questions or need any information, please do not hesitate to call me at (704) 319-
0518 or by email to [e-mail] Thank you.
Sincerely,
Martin canlon
Project Manager
Cc: Tony Konsul
Rex Woody L�
APR 2 7 2011
WF TER �:!-'P.LITY SECTION
F.Fe'r"•si t'F
a Mites, Inc. companyCarolina Water Service, Inc. of North Carolina
P.O. Box 240908 s Charlotte, NC 28224 i P: 704-525-7990 0 F: 704-525-8174
5701 Westpark Dr., Suite 101 i Charlotte, NC 28217 0 www.uiwater.com

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FEj(H0PITALITYGROUP
Festiva Development Group, LLC
One Vance Gap Road
Asheville, NC 28805
[phone]
:.,•• .-•. ..••..•......'Ov.?'!rprset:..YevnMa'w!eaRM NF-.s.?.:+.1+". he ,_
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APR 2 7 2011
i
;~ gr-C,-TIQN
OFFICE
North Carolina Dept -- a
Enviromental
2090 US Highway,-
Swannanoa, NC 28778

a l.:py'T•'q:43rng:49 efr, nra.�,..:: i.•.,..,r..,.x;.-z,.7.v.-s..,.,.n:;re...
z r<<�
OF W A7F Michael F. Easley, Governor,
William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
� r
O Alan W. Klimek, P.E., Director
,•. ,_ Division of Water Quality
Asheville
March 7, 2007 LnakruFtey
Mr. Martin Lashua, Regional Manager
Carolina Water Service Inc. of North Carolina
Post Office Box 240908
Charlotte, North Carolina 28224-0908
Subject: Permit No. WQ0031385
Carolina Water Service Inc. of North
Carolina
Villages at Grandfather @ SUGAR
MOUNTAIN
Wastewater Collection System Extension
Avery County
Dear Mr. Lashua:
In accordance with your application received on February 22, 2007 we are forwarding herewith
Permit No. WQ0031385, dated March 7, 2007, to Carolina Water Service, Inc. of North Carolina for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is incorporated
therein by reference. Please notify Roy Davis or Don Price in writing when you begin construction of
this collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone] One
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper NorthCarolina
Naturally

Carolina Water Service, Inc. of North Carolina March 7, 2007 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Carolina Water Service, Inc. of North Carolina for the construction and operation of
approximately 3,998 linear feet of 8-inch diameter gravity sewer; a 100 GPM sewage pumping station
with duplex pumps, on -site audible and visual high water alarms, telemetry and a permanently installed
on -site emergency power generator with automatic transfer switch; as well as approximately 1,325
linear feet of 4-inch diameter force main to serve a residential subdivision as part of the Village at
Grandfather @ SUGAR MOUNTAIN project, and the discharge of 22,680 gallons per day of collected
domestic wastewater into Carolina Water Service's existing Sugar Mountain sewerage system,
pursuant to the application received on February 22, 2007 and in conformity with 15A NCAC 2T .0200;
the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in Carolina Water
Service, Inc. Sugar Mountain Wastewater Treatment Facility (Permit No. NC0022900) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Avery County Building Inspector
Eric G. Thomley, PE
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
CAROLINA WATER SERVICE, INC. of NORTH CAROLINA
VILLAGE AT GRANDFATHER @ SUGAR MOUNTAIN
AVERY COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0031385
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit .shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No. WQ0031385, Carolina Water Service, Inc.of North Carolina Village at Grandfather Avery Co Mar 7 2007
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all .
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No W00031385 Carolina Water Service Inc of North Carolina Village at Grandfather Avery Co Mar 7 2007
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of.adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 71h day of March, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for 18D W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Plumber WQ0031385

Permit No W00031385 Carolina Water Service Inc of North Carolina, Village at Grandfather. Avery Co Mar 7 2007
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
3,998 linear feet of 8-inch diameter gravity sewer, a 100 GPM sewage pumping station with duplex pumps, on -
site audible and visual high water alarms, telemetry and permanently installed on -site emergency power
generator with automatic transfer switch; as well as approximately 1,325 linear feet of. 4-inch diameter force main
Complete and submit this form to the Asheville regional office with the following. -
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria. .
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

,t7A
i I
FAST -TIC ACiC APPLICATION foGAVTT�1'+ �' PU P-S O12GS�iA�N� FORCE �c !fiz
i I I l�l � 1 L ee.•wrt7, a_n_ arrac.. n Fzn:�-t., "° ) - - - ---ow
,.
OF \\,NA �+ - F LJ �7 I ' J { State of North Car- o
artment�of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
.10
r_-,GRAVIV - VWERSJ-PUMP STATIONS, AND FORCE MAINS
(Pressure sewers- systems are!not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed thefollowinglist of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 1302).
® 11. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
® III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
1� the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
Ij p, submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
® VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
NPr 01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02103 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE. SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
[phone] Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at. http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
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USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
Owner.,
n Carolinn %A/afar Saniina Inc of Nnrth Carolina
Application Number: °'t P' ,. 7-
to be completed b DWQ�
_......
Full Legal Name (company, municipality, HOA, utility, etc.)
.............. ......
1 b.
Martin Lashua, Regional Manager
............ ...................................
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
.................._._.............. ......_.__.............................. _._._._.......... ................---_...... _......................... ................................................................ ................................................. ....................... .................. ............................... ................................................ _..................... _............. _......... ....... ....... ... ....... .......
1 c.
The legal entity who will own this system is:
or oration Other s eci
❑ Individual ❑Federal,❑ Municipality ❑State/County_❑ Private Partnership ®C p_____ __0__ ___(__p_._... fy_).-__ _ • _ -
1 d.
PO Box 240908 'le. Charlotte
Mailing Address City
I f.
—
NC 1 g. 28224-0908
State Zip Code
I h.
[phone] 11 i. [phone] 1j. [e-mail]
Telephone Facsimile E-mail
... ................................... .......................... ._.... _..__.._..__..._...--..._.............._.... _...................................... __..__................ ............................. _....................................................... ............................._..__...................... ............ _--..................
..................................................
:2.
Project (Facility) Information: _ _ —
2a.
Village at Grandfather @ SUGAR MOUNTAIN 2b. Avery Count
Brief Project Name (permit will refer to this name) County Where Project is Located
_._......................_........ ............................_.._.._......_................_.... _..__.............. ......---................................................. ..................... ...................... _................. ...._._.... ....... ......_.. - -
.... . ..............
3.
............ .._............. ................................
Contact Person:
3a.
Eric G. Thomle , PE
Name and Affiliation of Someone Who Can Answer Questions About this Application _................................_..._..... _................
_.................. ....................._..............__......... .......... ..__...................
i.. ...................._..........
3b.
_............................... ----........... ...._.........._...__............._..__ ........... __._._... ..._...... ..................... ..._.......__.._........._.__....._...................._........._._.................... .......
[phone] 3c. [e-mail]
... ..........................................................
Phone Number E-mail
................................... ...................... _.... ---........... ._._..._................... ............. _._...... _..__................................................. ................... .............. ..................... ....................... .................. _._..................... ---................
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
— ._...---- ............. _
.... _........ _......
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2.
Owner, is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or' ❑ Public Utility (instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) El Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Carolina Water Service Inc. of North Carolina
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
----_.._.. _...__....._...__.....
...._._-.--
4a.
................ ____...._..._................. .._.._..._._.......-. __—. —.—. ___. _.......... .
Sugar Mountain WWTP 4b. NCO022900
Name of WWTF WWTF Permit No.
..__....._
5a.
...............__........_........................................................... _..........._....................... ........._...__.........._..- -....----........._._........._..__.._._.........._..._.................._'............_.._.__.............._—.......... ._...._---._. ........----._._.............._
same as above CWS of NC 5b. 8" �® Gravity 5c. not known
Owner of Downstream Sewer Receiving Sewer Size :❑ Force Main Permit Number of Downstream Sewer (if known)
L..__. - _ _ _..._ __..
6.
The origin of this wastewater is (check all that apply): .__—.._ _
_ _.---..___.._.__.._.._...._._._............. ......
® Residential Subdivision i ❑Car Wash
❑ Apartments/Condominiums ❑Institution 100 % Domestic/Commercial
❑ Mobile Home Park ❑ Hospital ..M..._:..._ I 0 % Industrial .:...,
❑ School El Church r ..: ........
. ..
❑ Restaurant ❑ Nursing Home D%_O.ther._(s.pecify),_
❑ Office ? ❑ Other (specify): q _ -
�r Ns
_
7.
--�
Volume of wastewater to be allocated for this particular project: 22,680 gall o is pe d^�T ;
*Do not include previously permitted allocations
F E B 2 2 2007 1
8.
If the permitted flow is zero, indicate why:
n/a
❑ Interceptor Line - Flow will be permitted in subsequent permits that connec
to this line
❑ Flow has already been allocated in Permit No.
WATER CIuP,L ITY SECTION
I
❑ Rehabilitation or replacement of existing sewer with no new flow expected
ASHEVILLE REGIC�JAL O=!CE��y
LS_____LE ----
S,.b.r
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
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9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
120 gal/day/bedroom • 63 home • 3 bedroom/home = 22,680 gal/day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) ' Gravity or Force Main
I (use the pull down menu)
.......... ................................................................................................................................... ...................... ..................... .1....... ..................... ....... ........ ............ ........................... ___ ......................
................................................_.4...................................:..........................
.......................................................................
4" Force Main 1325' Force
................ __.............................................................. ................................. -................ _._...................................... ,_............................................. _... ..... _........................ _...............
........
............................ ........... _... ..... _......... _ ...........
8" Gravity j 3998' Gravity
ENTER TOTAL LINE LENGTH IN MILES
1.01
1. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (I- dual line feed; 2- permanent generator WATS; 3-
olans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
#202 0.1426 i 100 GPM @ 41'
2
... .......... ..... ..... ... ....... ..___... ....... ._......... _.._....._... _._... ...... ... .... _ ...
2. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and ForCE
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
i13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ® Yes ❑ No ❑ N/A
l
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ® Yes ❑ No ❑ N/A
j_.__....................... `_.........._.._.__.............................. _._............................._............. ..._._................. _............ _.."'_..___.................._............................ ................... _.... ................ ...._..................._..___....._........ _._..................................... ....................... ..._........._._......__..........................
...._.....................___.._...
114. Does this project involve aerial lines or siphons? Check if yes: ❑
These..lines will_be._conside.red.hiah..priority..and..must..be_checked...once eve.r.v six..months. ....._...... .
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

FAST -TRACT{ APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
......... ..__..._......................................... _... _................................... .............. ..._.._.._................ -------.......................... -----.... _...................................... ..................................................... _.......... ... _............. ........._._..._.._-...._.._.......................... __.._................................................. _.............
.
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of
map for cross-reference) Waterbody Count
#1 Linville River Avery
........... ........................ ................................. _._................... ............. ........... ....... ---.............. .......................:......................................
# 2 Unnamed Tributary Avery
I to Linville River :
a.
Waterbody Stream j Waterbody
River Basin Index Classification
Catawba 11-29-(1) C;Tr
Catawba 11-29-(1) j C;Tr
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, Martin Lashua, Regional Manager , attest that this application for Village at Grandfather has been reviewed
by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this applicatior
are not completed and that if all required supporting documentation and attachments are not included, this application
package is subject to being retumed as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 1 3-215.6E� ny person who knowingly makes any false statement, representation, or certification in any
application sq ll beg llty�of a CIq6s 2 m. fd-_ eanor which may include a fine not to exceed $10, 000 as well as civil
penalties up 0 $25, 0p)0 per violation. / J
Signing Official Signature
Engineer's Certification:
a!ty
Date
1 attest that this application for Village at Grandfather has been reviewed by me and is accurate, complete and consistent
with the information in the engineering plans, calculations, and all other supporting documentation to the best of my
knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance with
the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the
watershed classification in accordance with Division guidance. Although certain portions of this submittal package may
have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000 as
well as civil penalties up to $25, 000 per violation.
Eric G. Thomle
Professional Engineer Name
Municipal Engineering Services Company, PA
En g i n ee ri n gFirm
.......... ............... .... .... ................... ................ ............ ........._................. ........ _... _.... _........ .................... ....... ........_...................... ...............................................................................
PO Box 349
Mailing Address
Boone 12e. NC _ 12f. 28607
City......................................................... _............_State......................................_Zip.............
P..............................................f................._._........_....... ...
[phone] `2h. [phone] 72i. thomleymesco@bell:
Telephone I Facsimile E-mail
CARI//���
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...................
net�I'Y 06
Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

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0 IMAVIM AMI W I I I I I I I I I I M214 0 AW ?An M11 W I i i i i i i i i i nAis
Name: GRANDFATHER IVIT Location: 0360 07' 14.7" N 08 1 * 50' 18.7" W
Date: 3/8/106
Scale: 1 Inch equals 1000 feet

SVi V J/ VV bb .f
PUBLIC STAFF
Q 001/001
NORTIT CAROLINA
PUBLIC STAFF
UTILmL, s COMMISSION
October 4, 1995
Carolina Water Service of N. C.
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28224
Re: Sugar Mountain
Avery County
Dear Sir:
This letter is to certify that Carolina Water Service of North Carolina
has been granted a Certificate or Public Convenience and Necessity to provide
water and sewer utility service in the above subdivision under. Docket No. W-
482, Sub 1. This utility company is under the jurisdiction of and subject to
the requirements of the North Carolina Utilities Commission.
If we can be of further assistance to you, please do not hesitate to
contract this office.
AL:sw
Sincerely,
And L irector
Y
Public Staff - Water Division
Executive Dirpetor Communications Economic Research Legal Transportation
733-2439 733-2810 733-2902 733-6110 733-7766
Accounting Consumer Services Electric Natural Gas Water
733.4279 733.9277 733-2267 733.4326 733.5610
P.O. Box 29520 • Raleigh. North Carolina 27626-0520 • Fax [phone]
An Equal Opportunity / Affirmative Action Employer ��S

C
Boone, N.C.
;ineering LETTER OF
mpany, P.A.
head City, N.C. TRANSMITTAL
Date: 2 / 21 / 07
__r ect-Now---BG-51, 3
To: NCDENR - Division of Water Quality
Fr'6: ri homley, PE
Asheville Regional Office
FEB 2 2 2007
2090 US Highway 70'
Swannanoa, NC 28778
�o Ec Q�e, N office
RE: Fast -Track Application for Gravity Sewers, P9#aftio`-i�Fee-aTs
Village at Grandfather
Villages of Sugar Mountain and Grandfather, Avery County, NC
WE ARE SENDING YOU:
Copies
Date
No. Pgs.
Description
2
2 / 19 / 07
6
Fast -Track Application
2
10 / 4 / 95
1
Certification of Public Convenience and Necessity
1
2 / 20 / 07
-
$400 Fee (Check #1057)
TRANSMITTED:
FOR YOUR USE/FILE
®FOR
APPROVAL
�AS
YOU REQUESTED
®FOR
REVIEW/COMMENT
FOR SIGNATURE
[]AS
REQUESTED BY:
FOR YOUR INFORMATION
FOR
REMARKS:
Please call or email me if you have any questions regarding this submission.
VIA: ®1ST CLASS MAIL ❑ FAX HAND DELIVERED PICK UP ❑ OVERNIGHT
COPY: Martin Lashua, Carolina Water Service (One Copy All Materials)
Hugh Fields, Grandfather Holding Company, LLC (One Copy Letter of Transmittal)
671 West King Street Suite A - PO Box 349 Boone, North Carolina 28607
Phone [phone] Fax [phone]
E-mail [e-mail]

CA
0o3 138

From: Wilson, Susan A
nt: Wednesday, June 17, 2009 5:08 PM
is Cantwell, Janet; Menzel, Jeff
Cc: Haynes, Keith
Subject: Avery co. subdivision
I think you guys are the Avery co. contacts. Got a call from DEH. Apparently, a subdivision is in bankruptcy and sewer
line was not completed (he didn't give me the name). A builder is seeking an on -site permit through them. They are
disinclined to permit it since the entire subdivision is supposed to be tied -in (but no one is doing the work 'cause the
developer is bankrupt). He wanted to know if we had in the past, or would consider issuing a pump and haul type
permit until the subdivision is back on track.
I told him we'd be disinclined to do that due to the length of the foreclosure process and the amount of time it may take
to get the sewer line installed and on-line.
Have you guys had this come up recently? Let me know if you think differently. He said Lee Clark with Avery co. knows
the details. I'd be concerned about how many other house may be built/occupied and how much of the subdivision is
on-line (in addition to this issue).
Sounded to me like they were not going to let them do a septic system since the sewer was already planned for the
subdivison.
Susan A. Wilson - [e-mail]
North Carolina Dept. of Environment and Natural Resources
heville Regional Office
vision of Water Quality - Surface Water Protection
2090 U.S. 70 Highway
Swannanoa, NC 28778
Tel: [phone]
Fax: [phone]
Notice: E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
therefore may be disclosed to third parties.

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Mich'ael'F. Easley, Governor
William G. Ross Jr., Secretary
\p��1QG
y
r
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville
October 30, 2006
Mr. Martin Lashua, Regional Manager
Carolina Water Service Inc. of North Carolina
5701 Westpark Dr., Suite101
Charlotte, North Carolina 28217
Subject: Permit No. WQ0030950
Carolina Water Service Inc. of North
Carolina
Sugar Pointe @ Sugar Mountain
Wastewater Collection System Extension
Avery County
Dear Mr. Lashua:
In accordance with your application received on October 10, 2006 we are forwarding herewith
Permit No. WQ0030950, dated October 30, 2006, to Carolina Water Service, Inc. of North Carolina for
the construction and operation of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein. This cover letter shall be considered a part of this permit and is
incorporated therein by reference. Please notify Roy Davis or Don Price by fax or telephone (numbers
below) when you begin construction of this collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
NorthCarolina
Natimally
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Carolina Water Service, Inc. of North Carolina October 30, 2006 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to Carolina
Water Service, Inc. of North Carolina for the construction and operation of approximately 12,350 linear
feet of 8-inch diameter gravity sewer; three sewage pumping stations (one having a capacity of 107
GPM, one having a capacity of 148 GPM and one having a capacity of 144 GPM), all with duplex
pumps, on -site audible and visual high water alarms, telemetry and permanently installed on -site
emergency power generators with automatic transfer switches; as well as approximately 1,114 linear
feet of 3-inch diameter force main, 1,669 linear feet of 4-inch diameter force main and 1,417 linear feet
of 6-inch diameter force main to serve a residential subdivision as part of the Sugar Pointe project, and
the discharge of 67,320 gallons per day of collected domestic wastewater into Carolina Water Service's
existing Sugar Mountain sewerage system, pursuant to the application received on October 10, 2006
and in conformity with 15A NCAC 2T .0200; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit. Any sewage pumps having an outlet diameter of less
than 4-inches will be of the grinder type.
The sewage and wastewater collected by this system shall be treated in Carolina Water
Service, Inc. Sugar Mountain Wastewater Treatment Facility (Permit No. NC0022900) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes.., and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Avery County Building Inspector
�fiR.Or�S�udoeeWater, Rraotecfion (WWT�F Per,_mit Nr _ NCi70229®0
Harry E. Buckner, PE
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
CAROLINA WATER SERVICE, INC. of NORTH CAROLINA
SUGAR POINTE @ SUGAR MOUNTAIN
AVERY COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0030950
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 28 .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every. day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No. W00030950, Carolina Water Service. Inc. of North Carolina Sugar Pointe Avery Co Oct 30 2006
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No. W00030950 Carolina Water Service Inc of North Carolina Sugar Pointe Avery Co.,Oct 30 2006
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control_
Permit issued this the 301h day of October, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
fo AI W. Klimek, P.E.`, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030950

Permit No. W00030950 Carolina Water Service Inc of North Carolina Sugar Pointe Avery Co Oct 30 2006
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
12,350 linear feet of 8-inch diameter gravity sewer, three sewage pumping stations (one having a capacity of 107
GPM, one having a capacity of ,148 GPM and one having a capacity of 144 GPM), ali with duplex pumps, on -site
audible and visual high water alarms, telemetry and permanently installed on -site emergency power generators
with automatic transfer switches; as well as approximately 1,144 linear feet of 3-inch diameter force main,1,669
linear feet of 4-inch diameter force main and 1,417 linear feet of 6-inch diameter force main
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
i, , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria foi- the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778

Permit No. WO0030950. Carolina Water Service Inc of North Carolina Sugar Pointe Avery Co Oct 30 2006
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

FAST -TRACK APPLICATION for GR VITY�SE 'ER�S�t[7 ST.A7�9NS, AND FORCE N.,
-L 1t 1
OF W A State of North Carolina
QG OCT 1 0 2GDepar�e t ®f Environment and Natural Resources
r —� Division of Water Quality
Q WATER QUALITY SECTION FAST -TRACK APPLICATION
6r-G'RAVIT,YL\SRWFRS,-PUMP STATIONS, AND FORCE MAINS
- (Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
® III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies. of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
pA submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications —Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
opt for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04105

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:"
(to be completed by DWQ). W,01
!1.
Owner—
--
1 a.
Carolina Water Service, Inc. of North Carolina
:
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
11 b.
Martin Lashua, Regional Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
I c.
The legal entity who will own this system is:
El Individual El Federal 0 Municipality El State/County ❑ Private Partnership Z Corporation ❑ Other _(specify).-
0
1 d.
5701 Westpark Dr., Suite 101 J1e. Charlotte
LL
Mailing Address City
1 f.
North Carolina 28217
Z
State Zip Code
0
I h.
[phone] Ili. [phone]-- 11j. [e-mail]
P
Telephone --- Facsimile
0
12'
Project (Facility) Information:
'2a.
Sugar Pointe @ Sugar Mountain -721:Avery
(L
(L
,
Brief Project Name (permit will refer to this name) County Where Project is Located
<
'g.
Contact Person:
!3a.
Harry B. Buckner, P.E., Project Engineer
Name and Affiliation of Someone Who CanAnswerQuestions About this Application
---
i3b.
[phone] 13c. hbbucknerdrncgimn�inee-rs—.corn
Phone Number E-mail
11.
Project is E New [I Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(1 0-11) that has already been included in the original permit.
12.
Owner is 0 Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Public Utility (instruction 111)
Z
I
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
El Homeowner Assoc./Developer (Instruction IV)
0
El Selling units (lots, townhomes, etc. - go to Item B(2b))
!3.
Carolina Water Service, Inc. of NC
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
14b.
4a.
Sugar Mountain NCO022900
o
Name of WWTF WWTF Permit No.
LL
�5a.
i—
Carolina Water Service, Inc of NC
b - 8"
Gravity
5c. Unknown
Z
,
Owner of Downstream Sewer
IReceiving Sewer Size
El Force Main
Permit Number of Downstream Sewer (if known)
6.
The origin of this wastewater is (check all that apply):
Residential Subdivision El Car Wash
El Apartments/Condominiums El Institution
100 % Domestic/Commercial
LU
Fj Mobile Home Park El Hospital
F1 School F-1 Church
% Industrial
❑ EJ Nursing Home Restaurant
% Other (specify):
❑ Office El Other (specify):
7.
Volume of wastewater to be allocated for this particular project: 67,320 gallons per, ay�
J
*Do not include previously permitted allocations
8.
If the permitted flow is zero, indicate why: 1 Y�
0 U 0 20m,
F� Interceptor Line - Flow will be permitted in subsequent permits that connect t�, ahi� I J a)
F❑I Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected',
I
WATER QUALITY SECTION
'
AC-PF\111 I F- REGIONAL OFFICE
FFA 02/03 - Rev. 3 04/05

4
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
187 3 BR Units x 120 GPD/BR = 67,320 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size inches Length feet ! Gravity or Force Main
(use the pull down menu)
8" 12,350 Gravity
3" i 1,114 Force Main
- -4„- -- —`✓- ---!---- ---------1,669--- Force Main
6" 1,417 Force Main
LU
� I
Z ENTER TOTAL LINE LENGTH IN MILES, 3.13 1
-------------- - - ------ ----
O j
V11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
OLocation ID Power Reliability Option
(self chosen - as shown on Design Flow: Operational Point (1- dual line feed; 2- permanent generator WATS; 3-
plans for cross-reference) (MGD) ! GPM @ TDH portable generator w/telemetry; 4-wet well storage)
- - — - - -
� Pum Statlon #1 45 _ - _ _ 107 2
o i
LL Pump Station #2 100 148 2
i
F- Pump gtation #3 ! 180 j _ 144 _ _ _ _ 2
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
!
� Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
LU ® Yes [:]No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
a variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
m
113. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N N/A
Sedimentation and Erosion Control Plan? N Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No N N/A
--- ____ --- --- -- — - - -- - - --- --- ---- - -- - ---- - - ---- - -
,14. Does this project involve aerial lines or siphons? Check if yes: ❑
These _lines -will-be -considered hiah__oriority and _must -be _checked _once_everv_six months
j15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
® A Stream CI'assification is not needed because all parts of the project are at least 100 feet away from any down slope
Qwaterbody; AND,
(� �_AStre_am Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
Q (self chosen - as shown on Name of Waterbody Stream: Waterbody
map for cross-reference) __' __Waterbody— County River Basin Index Classification
J--- - - --- - --- - -
UJ
C/)
-- - - -- - - -- - 1 - - -- --- 4--
Submit the 8.5" x 11 " COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
11. Applicant's Certification:
1, Martin Lashua, attest that this application for Sugar Pointe has been reviewed by me and is accurate and complete
to the best of my knowledge. I understand that if all required parts of this application are not completed and that if all
required supporting documentation and attachments are not included, this application package is subject to being
returned as inc plete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.6B, any
person who k o in ma s any fal estate nt, representation, or certification in any application shall be guilty of a
Class 2 misd m anor wh c may inc�ude a fi a of to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
la. V /vj V o
Signing Official Signature Date
2. Professional Engineer's Certification:
Z 1 attest that this application for Sugar Pointe has been reviewed by me and is accurate, complete and consistent with the
0 information in the engineering plans, calculations, and all other supporting documentation to the best of my knowledge. 1
F— further attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable
regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum
_V Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 and the watershed
11 classification in accordance with Division guidance. Although certain portions of this submittal package may have been
developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes
UJ 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
Q application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil
penalties up to $25,000 per violation.
2a. Harry B. Buckner, P.E. aee��< <� • r,,�ff�
Professional Engineer Name
2b. McGill Associates. P.A.
Engineering Firm
2c. 55 Broad Street
Mailing Address
2d. Asheville
City
2g. [phone] --
Telephone
[phone]
Facsimile
- - - - -- - - - a SEAL
22541 0
2..-6°e. NC 2f. 28801 - -- % 9y"6��V ��`�
GIN�C' `b.
State i 21. [e-mail] engineers.com �'Ft�• ��d&G`it
E-mail Seal, Signature & D � e
FTA 02/03 - Rev. 3 04/05

91973395G5
10/04/95 , 12:35 $9197339565 PUBLIC STAFF
Z 001/001
...57^ i
NoRTI-I CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
October 4, 1995
Carolina Water Service of N. C.
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28224
Re: Sugar Mountain
Avery County
Dear Sir:
This letter is to certify that Carolina Water Service of North Carolina
has been granted a Certificate or Public Convenience and Necessity to provide
water and sewer utility service in.the above subdivision under. Docket No. W-
482, Sub 1. This utility company is under the jurisdiction of and subject to
the requirements of the North Carolina Utilities Commission.
If we can be of further assistance to you, please do not hesitate to
contract this office.
AL:sw
Sincerely,
PU
And L irector
Y
Public Staff - Water Division
1
Executive DirFctor Communications Economic Research Legal Transportation
733.2435 733-2810 733-2902 733-6110 733-7766
Accounting Consumer Scrvicos Electric Natural Gas Witter
733-4279 733-9277 733-2267 733-4326 733-5610
P.O. Box 29520 • Raleigh, North Carolina 27626-0520 • Fax [phone]
An Equal Opportunity / Affirmative Action Employer `'�

7,jMcGiff
A S S O C I A T E S '-
October 6, 2006
1,
Mr. Roger Edwards
North Carolina Department of Environment and Natural resources
Division of Water Quality
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Edwards:
I
OCT 1 0 2006
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
RE: Sugar Pointe Subdivision
Sewer Extension Development
Sugar Mountain, North Carolina
Enclosed please find a completed Fast -Track Application for gravity sewers, force
mains, and three (3) pump stations to serve the proposed Sugar Pointe Subdivision
project. The sewers, force mains, and pump stations will serve the complete project,
which will include 187 - single family homes. The project will be an extension of sewers
owned by Carolina Water Service, Inc. of North Carolina. The completed gravity sewers,
force mains, and pump stations will be owned and maintained by Carolina Water Service,
Inc. of North Carolina. Also included with the application are a check for $400.00
application fees, two (2) copies of the Public Convenience and Necessity certificate, and
a color copy of the appropriate USGS map with the project area indicated.
Should you have any questions during your review of the enclosed information,
please do not hesitate to call me or Jennifer Ballard, P.E. of this office.
Sincerely,
Enclosure
Cc: Martin Lashua w/ enclosure
Rex Woody
Brett Krueger
Dale Pennell
06120/1 etters/RE060ct06. doc
CIATES, P.A.
.E.
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]

Sugar Pointe Sewer
Subject: Sugar Pointe Sewer
From: 'Rex Woody" <r [e-mail]>
Date: Tue, 7 Nov 2006 09:49:03 -0600
To: <[e-mail]>
Hello Roy,
I just wanted you to know that the contractor has started installing sewer mains at Sugar Pointe on Sugar
Mountain.
If you have any questions please give me a call.
1 of 1 11/8/2006 8:55 AM

U
C
McGM
A S S O C I A T E S
November 3, 2008
Mr. Roger C. Edwards
Surface Water Protection Supervisor
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
RE: PARTIAL Final Certification
Carolina Water Service Incorporated
Sugar Pointe Development
Wastewater Collection System Extension
Avery County, North Carolina
Permit Number WQ0030950
Dear Mr. Edwards:
Please find enclosed one copy of the Record Drawings, Design Calculations:;.and Engineer's
Certification for the PARTIAL Sewer Extension project referenced above.
Please note that this submittal includes the design drawings and calculations for Wastewater
Pump Station Number 3 that serves the subject development in addition to most of the permitted
gravity sewer extensions and force mains. Pump Stations Number 1 and 2, which contribute flow
to Station Number 3 will be certified upon their successful installation and start-up. The specific
elements being certified at this time are as follows:
• Pump Station #3 (180 gpim@150 feet TDH), and all appurtenances.
• 5,700 linear feet of 8-inch gravity sewer line and appurtenances.
1,550 linear feet of 4-inch force main and appurtenances.
• 1,450 linear feet of 6-inch force main and appurtenances. ,.. '.
WATEROUALITY SECTION a
OcH
a;
Engineering PlanningT,=>;�n..anc.,,:_.�r-�' F.
McGill Associates, P.A. P.O. Box 2259, Asheville, NC 28802 • 55 Broad Strut, Wile; NC 28801
828-252-0575 • Fax: [phone]

e
Mr. Roger C. Edwards
November 3, 2008
Page 2
If you have any questions concerning the above request, please do not hesitate to call me.
Sincerely,
McGILL SSOCIATES, P.A.
4A 61 3. CKN , P.E.
Project Manager
Enclosures
cc: Rex Woody, Carolina Water Service
John Eagan, Sugar Pointe LLC
p:\2006\06120\letters\re03nov2008-partial sewer certification-ps3.doc

Permit No Wa 030950 Carolina Water Service Inc of North Carolina Sugar Pointe Aver Co Oct 30 2006
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
12,350 linear feet of 8-inch diameter gravity sewer, three sewage pumping stations (one having a capacity of 107
GPM, one having a capacity of 148 GPM and one having a capacity of 144 GPM), all with duplex pumps, on -site
audible and visual high water alarms, telemetry and permanently installed on -site emergency power generators
With automatic transfer switches; as well as approximately 1,144 linear feet of 3-inch diameterforce main,1,669
linear fleet of 4-inch diameter force main and 1,417 linear feet of 6-inch diameter force main
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
X Partial ❑ Final
1, aAOel as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0200; the Division of Water Quality's,(
Criteria adopted February 12, 1996 as applicable; the Division's Mini
Permitting of Pump Stations and Force Mains adopted June 1, 200
materials.
North Carolina Professional Engineer's
seal, signature, and date:
,.......... ,.................. .�.-....-..I......... _A.........—...........................
Ew
SEAL
22541
IN�� •�
`!��/IrYaetSQS�p'"�9
SEND TH
WITH REQUIRED ATT
Division),Grpvity Sewer M rjjrraum Design
mum Design Criiteri.a fQr the;-F;ast-T�ack.-
0 asra iicT er7,5n r§1m 1 `ort'n
Pp l� L V11 g t
a
NOV 14 200U
l
M. `&'StJPpOR�`�IN G=bOC'liMl
ENT-S:TO THE FOLLOWING
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778

� � iY'^.�..e..�:'.t�=l1��u?S'��:�Pi�i'YWYCncYs•�y;y1a.K30.��A1,'?���j:�� -
Michael F. Easley, Governor
\O`aGI�WATFRQG William G. Ross Jr., Secretary
bwa
North Carolina Department of Environment and Natural Resources
> Alan W. Klimek, P.E., Director
5 Division of Water Quality
Asheville
March 22, 2006
Mr. Martin Lashua, Regional Manager
Carolina Water Service, Inc. of North Carolina
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28217
Subject: Permit No. W00030005
Carolina Water Service, Inc.
Sugar Mountain
The Reserve If @ Sugar Mountain
Wastewater Collection System Extension
Avery County
Dear Mr. Lashua:
In accordance with your application received on March 16, 2006 we are forwarding herewith
Permit No. WQ0030005_, dated March 22, 2006, to Carolina Water Service, Inc. of North Carolina -for
the construction and operation of the subject wastewater collection system extension. This permit shall
be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein. This cover letter shall be considered a part of this permit and is
incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Carolina Water Service, Inc. of North Carolina for the construction and operation of
approximately 4,900 linear feet of 8-inch gravity sewer to serve 156 two bedroom residential units as
Asheville Regional Office Internet www.ncwaterguality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
Nne
orth Carolina
Naturally
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Carolina Water Service, Inc. of North Carolina March 22, 2006 Page 2
part of the Sugar Mountain project, and the discharge of 37,440 gallons per day of collected domestic
wastewater into Carolina Water Service's Sugar Mountain sewerage system, pursuant to the
application received on March 16, 2006 and in conformity with 15A NCAC 2H .0200; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as'applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted.
June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in Carolina Water
Service's Sugar Mountain Wastewater Treatment Facility (Permit No. NC0022900) prior to being
discharged into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Roy Davis at (828)
296-4500.
Sincerely,
'19V c. �
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Avery County Building Inspector
�' 1 f3 Surface='Water Protection (WWTF-Permit_No::,002290U) � -
Bill Roark, PE
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
CAROLINA WATER SERVICE, INC, OF NORTH CAROLINA
THE RESERVE @ SUGAR MOUNTAIN
AVERY COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0030005
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
._.operation and maintenance of these facilities as required by 15A NCAC 21-1-0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

Permit No. W00030005. Carolina Water Service. Inc. of North Carolina, The Reserve an Sugar Mtn., Avery County,
March 22, 2006
4. " This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be. appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10.. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .020.0 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

Permit No. W00030005. Carolina Water Service. Inc. of North Carolina, The Reserve a Sugar Mtn., Avery County,
March 22, 2006
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 22d day of March, 2006
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
G.
fo AI n W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0030005

Permit No. WQ0030005, Carolina Water Service. Inc. of North Carolina, The Reserve Sugar Mtn.. Avery County,
March 22, 2006
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
4,900 linear feet of 8-inch diameter gravity sewer
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

FAST -TRACK APPLICATION for GRAVITY
A UrnR
�OCtiF ! �'QQ0 O Q
L E I i I State of North Carouna
Department of Environment and Natural Resources
MAR 1 6 2006 J I Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS;_L UMV P7STIATIONS, AND FORCE MAINS
P,17ressure-sewers systems are not -to belmcluded as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an origina% ,
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 13(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
® III. Certificates of. Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
t3 R the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
N A submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide, adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01 C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
NA Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
® IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
® X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919) 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at-
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Numberm;i r "� Aq
(to be completed by DW-,,,
11.
Owner.11
a.
Carolina Water Service, Inc. of North Carolina
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
—
®
11 b.
Martin Lashua, Regional Manager
—
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1c.
The legal entity who will own this system is:
El Individual El Federal ❑Municipality ❑State/County El Private Partnership ❑ Corporation X Other (specify)___
®
ild.
5701 Westpark Drive, Suite 101 11e. Charlotte
LL
Mailing Address I City
11f.
North Carolina 11g. 28217
Z
State Zip Code
hh.
704-525-7990 111. 704-525-8174 rj. [e-mail]
Telephone Facsimile E-mail
2.
Project (Facility) Information:
a12a.
The Reserve II @ Sugar Mountain 2b. Avery
a-
Brief Project Name (permit will refer to this name) County Where Project is Located
- -- - ---- - - - - --- --- ----------- - --- ----- - - - - --- - ---
Q
L3.
Contact Person_
Q!3a.
Bill Roark, P.E., Project Engineer
i
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
828-252-0575 3c. [e-mail]
j
Phone Number I E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
12.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
12a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
®
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
H '3.
Carolina Water Service, Inc. of North Carolina
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
14b.
4a.
Sugar Mountain NCO022900
®
Name of WWTF WWTF Permit No.
LL '5a.
Carolina Water Service Inc. of NC
5b. 8'
❑ Gravity 5c. Unknown
Z
Owner of Downstream Sewer
IReceiving Sewer Size
❑ Force Main Permit Number of Downstream Sewer (if known)
E— ;6.
The origin of this wastewater is (check all that apply):
® Residential Subdivision
I ❑ Car Wash I..
® Apartments/Condominiums
❑ Institution - 100 % Domestic/Commercial
W
El Mobile Home Park
El Hospital
(L
❑ School
❑ Restaurant
❑ Office
_ ❑ Church-
❑ Nursing Home
_. _
El Other (specify): �I 1/o Other (specify):
7.
Volume of wastewater to be allocated for this particular project: 37,440 gallons per day
*Do not include previously permitted allocations ���R 1 6 2006
P Y p �� IS -
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to thisF,line=--`;;
❑ Flow has already been allocated in Permit No. - -- - -
i
❑ Rehabilitation or replacement of existing sewer with no new flow expected ry
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
C 542 BR Units x 120 GPD/BR = 37,440 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
` Size (inches) Length (feet) j vity or Fdorce Main
Gra
(use the pull own menu)
8" 4900 Gravity
__....__. _......_..................'----..__........................._......._.....__..._.._.._..........................-----._.................._....._.....__.................
..,.......... _.....__....._................................... .. p.......__........_........................_...._....._........................._.
>_..._..__.......___.�--_._.__......_._.___._..-._..._____-1--.._.............__. _
i
0
,
UJ
:
ENTER TOTAL LINE LENGTH IN MILES 0.93
0 — - - - ._...__........_..._._..._...__.._...... ........ .... ___.. ............................ ... 1_.....-. _........... ......... .....—.-'-.... __.............._.........._—........... _._.......
..._._L._..__..__._..... _.................................... _.._ __......----.... ...._....
_._
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary) rJ A
i
......... .... _...._. _.__..... _.._______ ...____...._.._.. ._..._._ _-__.._.......... -
Location ID j Power Reliability Option
self chosen - as shown on ; Design Flow ° Opera
tional Point ' ( g(1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH importable generator w/telemetry; 4-wet well storage)
3
' N....:......_................ ..._........... .... .................................... ......................... .......................:..... ....................... ....... ........................ i. I
® � 1
LL .
:................. .............. ................_............................................ ........................ _........ .................. ......................................... ....... __.... _...... ................. __............ _.... -._............. ........................... _.................. _......................... _......... - ..... ......_...._...............
-3
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
--'-'—-...._....__._..—..__...._....---...._......— "---....... --'--''- ..._ ...... -- ...__... ...........__..--- _...---------.............. ....... _... --.......................
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
�14. Does this project involve aerial lines or siphons? Check if yes: ❑T --- ---
These ...lines.wilt..be.consid.eredhiahnri.orty_ and ..mustbe... checked ...once eve.rv..s.ix..m.o.nihs ......... ............. .. ........ ............................................................... ..
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be —j
corrected prior to submitting the final engineering certification.. 1
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
_ . __.........
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
Z.
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
instructions for OR
E regi nal office (see addresses) indicate the following:
_. _.. — --...._......—...__........_._...._. __........ ....... ....._........... ___ ..... ........ -.._.._ ..... — -- - '
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
`
aterbody; AND,
.......
ciA
Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
ption for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream
{
i Waterbody
I .
map for cross-reference) 1 Waterbody ;County River BasinIndexIndex
Classification
3
j
1
e
t
IU,:
;
............... _... ....... . _ __......... ..... -._ _ ._ ..._. . _ . ..d .. —. _._ ............... ........................... _...... ........................___..__ _._ _._.._..._ .. _..._..... ...... —._._................ _ .._..............
i
s I
E_
j : ::. •....:.
... __............................. __...—.._............__..__._..................... _... _....................._...... ....................... _...._..._........
................. e__..__...... _............ .................. _............ __ ........._....... i i
�. ... ;..'..
......... ............................................. ...........:.. ....................... ............... :..................... . ..........._...._. _..............._..._
....................... ...... . ................ ................................................ _.................. ........ .....
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
!, Martin Lashua, attest that this application for The Reserve at Sugar Mountain 11 has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application are not
completed and that if all required supporting documentation and attachments are not included, this application package
is subject to being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and
143-215.6B, any person wh nowingly akes any as statement, representation, or certification in any application
shall be guilty of a Class 2 demea o which m y inclu fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
.. ......................... ..................................................................... __..._.........................._._.__...._.......
__.... -' - ..
1a. 3�13 ID
Signing Official Signature Date
(n '
................... ._.. ......... .............._.... _..... _............... _............. ..... __...... .......-'...... --._.._.._................. ......................... ..... _............ ..... .-......................... _.._
2 Professional Engineer's Certification:
Z
0
I attest that this application for The Reserve at Sugar Mountain H has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
Vi
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
Ld:
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signit►es that 1 have reviewed this material and have judged it to be consistent with the proposed design. Note: In
W
accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
1 representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,,000 as well as civil penalties up to $25,000 per violation.
®
......................... .......... ................... .....
2a. Bill J. Roark, P.E.,�+
Professional Engineer Name +
..._... ...._..._.. — �.�—.--- .................. ............... __... ---' -_. ............. _... �
2b McGill Associates, P.A.
Engineering Firm L �l .
................. ....... .................. ............................................................ ...._...... < �.
2c. 55 Broad Street
m a
Mailing Address 027788
. eo
2d. Asheville 2e. NC 2f. 28801®` INE;4�f�
City State Zip
2 828 252-0575 2h. 828 252-2518 ;2i. billr me illen meers.com t/ +�++"�� 08�
Telephone I Facsimile E-mail Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

10/04/,95 12:35 WV9197339565 919733956PUBLIC STAFF
0 001/001
NORTH CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
October 4, 1995
Carolina Water Service of N. C.
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28224
Re: Sugar Mountain
Avery County
Dear Sir:
This letter is to certify that Carolina Water Service of North Carolina
has been granted a Certificate or Public Convenience and Necessity to provide
water and sewer utility service in the above subdivision under. pocket No. W-
482, Sub 1. This utility company is under the jurisdiction of and subject to
the requirements of the North Carolina Utilities Commission.
If we can be of further assistance to you, please do not hesitate to
contract this office.
AL:sw
Sincerely,
PU
Andy Lleb, irector
Public Staff - Water Division
1 '
Executive 1)4clor Communications Economic Research Legal Transportation
733-2435 733-2810 733-2902 733-6110 733-7766
Accounting Consumer Scrvicos Electric Natural Gas 733- ter
733.4279 733.9277 733-2267 733-4326
610
P.O. Box 29520 - Raleigh, North Carolina 27626-0520 - Fax [phone] _Q
An Equal Opportunity 1 Affirmative Action Empioyor C

OMcGM
A S S O C I A T E S
March 15, 2006
Mr. Keith Haynes
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
RE: Sewer Extension
The Reserve 2 at Sugar Mountain
Avery County, North. Carolina
Dear Mr. Haynes:
Enclosed please find a completed Fast -Track Application for gravity sewers to serve the
proposed Reserve 2 at Sugar Mountain project. The sewers will serve 156 2 bedroom
condominium units in 39 - 4 unit condominium buildings. The project will be an extension of
sewers owned by Carolina Water Service, Inc. of North Carolina. The completed gravity sewers
will be owned and maintained by Carolina Water Service, Inc. of North Carolina. Enclosed are
the following:
• Fast -Track Application Form (Original and one copy)..
• Color 8 1/2" x 11" composite USGS map with the project indicated (map includes
Grandfather Mountain and Valle Crucis quads).
• Carolina Water Service, Inc. of NC Letter of Necessity.
• $400.00 permit fees.
If you have any questions concerning the above request, please do not hesitate to call me at
828-252-0575 or send me an email at [e-mail].
Enclosures
cc: Martin Lashua; Carolina Water Service
Rex Woody, Carolina Water Service
Dale Franklin, Reserve at Sugar Mountain
1:\proj ects\2005\05180\kh 15 mar06. doc
Sincerely,
McGILL ASSOCIATES, P.A.
BILL ROARK, PE: _. ,...._
J'`rU MAR 1 6 2006
WATER OL1201I-7`r' S CTICN
Engineering P l a n n n g • i F ..1..' n "'a "n" � .: e.... ,....._. ,.......;:
•
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

NEhael AaslLeGoveFno-F
Y.
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville
June 3, 2005
Martin Lashua, Regional Manager
Carolina Water Service, Inc., of NC
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28217
Subject: Permit No. WQ0028905
Carolina Water Service
The Reserve at Sugar Mountain Phase 2
Wastewater Collection System Extension
Dear Mr. Lashua: Avery County
In accordance with your application received May 20, 2005, we are forwarding herewith.,.Permit
No. WQ0028905, dated June 3, 2005, to Carolina Water Service for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This
• cover letter shall be considered a part of this permit and is therefore incorporated therein by reference. .
Please pay particular. attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
0
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
Nne
orthCarohna
Naturally
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

Carolina Water Service June 3, 2005
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to Carolina
Water Service for the construction and operation of approximately 3300 linear feet of 8-inch gravity
sewer; a 20—gallon per minute pump station with duplex pumps, on -site audible and visual high water
alarms, and on -site generator with automatic transfer switch; as well as approximately 300 linear feet of
4-inch force main to serve 112 2-bedroom units as part of the The Reserve at Sugar Mountain Phase 2
project, and the discharge of 26,880 gallons per day of collected domestic wastewater into Carolina
Water Service 's existing sewerage system, pursuant to the application received May 20, 2005 and in
conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered apart of this permit.
The sewage and wastewater collected by this system shall be treated in the Sugar Mountain
Wastewater Treatment Facility, (Permit No. NC0022900), prior to being discharged into the receiving
stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes,. and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Keith Haynes at (828)
296-4500. is
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Avery County Health Department
McGill Associates
Water Quality Central Files
PERCS Files
0

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
THE RESERVE AT SUGAR MOUNTAIN PHASE 2
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

IdI.IIILICJ LU U Idl l a UVVI lel W III../, UI U ICI a IJ d I Idl I Ie U1Idl lye UI u1e rermttee, a rormai permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the third of June, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
7
L
for Ala W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028905

ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
3300 linear feet of 8-inch gravity sewer; a 20—gallon per minute pump station with duplex pumps, on -
site audible and visual high water alarms, and on -site generator with automatic transfer switch; as well
as approximately 300 linear feet of 4-inch force main
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria..
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

I` -�
APPLICA U P STATIONS, AND FORCE MAINS, LPAGE.1
L
OF W ATF� D State of North Carolina
MAY 2 0 2005 Department of Environment and Natural Resources
u� LP'. Division of Water Quality
WATER QUALITY SECTION FAST -TRACK APPLICATION
ASHEVILLE REfD-"EWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
® III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
r] IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
r9 (h Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map' Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications — Section C
N P' • If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 2 04/04

CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
PKIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
�- 01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Avery, Buncombe, Burke, Caldwell,
2090 US Highway 70
Cherokee, Clay, Graham, Haywood,
Swannanoa, North Carolina 28778
Henderson, Jackson, Macon,
[phone]
Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301
Anson, Bladen, Cumberland, Harnett,
[phone] �
Hoke, Montgomery, Moore, Robeson,
[phone] Fax
Richmond, Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Mooresville, North Carolina 28115
Alexander, Cabarrus, Catawba,
[phone]
Cleveland, Gaston, Iredell, Lincoln,
[phone] Fax
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe,
Raleigh, North Carolina 27699-1628
Franklin, Granville, Halifax, Johnston,
(919) 571-47
Lee, Nash, Northampton, Orange,
[phone] Fax
Person, Vance, Wake, Warren,
Wilson
Washington Regional Office
Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mall
Craven, Currituck, Dare, Gates,
Washington, North Carolina 27889
Greene, Hertford, Hyde, Jones,
[phone]
Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus,
Wilmington, North Carolina 28405
Duplin, New Hanover, Onslow,
[phone]
Pender
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes,
[phone] Fax
Surry, Watauga, Wilkes, Yadkin
For more information, visit our web site at. http://h2o.enr.state.nc.uslndpul
FTA 02/03 - Rev. 2 04/04

APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
Application Number:
-a 7
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! 1
(to be completed by DWQ)
VV ........ .........
J.
Uwiler.....................
:1 a.
................................................................................................................ . .... I .... . ... . .................................................................................... .......... .................................... . ........ ! ...................................... . ..... . . ........... ........... ... . ................
Carolina Water Service, Inc. of North Carolina
. ...............................................................................
Full Legal Name (company, municipality, HOA, utility, etc.)
......................................................................................................................... ..................................................................................................... ................ .. .............. .... ................... ........................................... .............
z
:1 b.
Martin Lashua, Regional Manager
0
...................................................................................................................................................................................................................................................................................................
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
................................................................................................................................
.1c.
The legal entity who will own this system is:
El Individual El Federal El Mun....i.c....i..p...a....l..i.t.. yr..State/County EPrivate Parnership0 Corporation EOther e0y
...[....................................................l.............................................................. ..................................................................................... .........)..............................
.1 d.
5701 Westpark Dr., suite 101 le. Charlotte
0
LL............................................
Street Address City
... . ................................. .... ............. ... .................... ................................................................................................ I . . .. ................... .. ... . . ............................. .. . ................. .. A .....................................................
Z
1 f.
North Carolina 1 g. 28217
Z
State Zip Code
0
.............
.......... .......................... ........... . ... ... .... ..... . .................................... ............. ..... . . ........ ........................... ....................... . ........................ . .......................... ........................................ .......................
11 h.
704-525-7990 11 i. 704-525-8174 `1 j. [e-mail]
............................................................................
Telephone Facsimile E-mail
......................... ........................................................................................................................ ; ..................................................................................................................................................................................................
0
.2.
Project (Facility) Information:
2a.
The Reserve at Sugar Mountain, Phase 2 2b. Avery
CL
Brief Project Name (permit will refer to this name) County Where Project is Located
8.
3.
............................
Contact Person:
........................................... ............................................................................. . ..... - .................................................. ............................................................ .... . .......................................... ...........................................................................................
Pa.
Bill Roark, P.E., Project Engineer
Name and Affiliation of Someone Who Can Answer-Que ustions About this Application
:3b.
828-252-0575 3c. [e-mail]
Phone NAC E-mail
g,qpr
1.
Projec I; New Modification (of an existing permit) If Modification, Permit No.:
WQ0024071
I For modific rions, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase,
changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate
project information in B(7) and B(1 0-11) that has already been included in the original permit.
.2.
Owner is Z Public (skip to Item B(3)) ❑ Private (go to Item 2(a)) Investor owned Public Utility
............
2a.
. .................................. . . . . .. .. . . . .. .. ....... ..... ........................................................ .... .. .. .... . . . ...... . . . . .. ...................... ..... . ....................
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
El Retaining Ownership (i.e. store, church, single office, etc.) or El Public Utility (instruction 111)
Z
Leasing units (lots, townhomes, etc. -skip to Item 8(3)) El Homeowner Assoc./Developer (Instruction IV)
0
El Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Carolina Water Service, Inc. of NC
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
5
.... . . . ....
4a.
. . . .... . ........ ­­­.' ............ ........ . ......... . ...........
Sugar Mountain 4b. NCO022900
LL
Name of WWTF WWTF Permit No.
2
—__
.... 8" . . ....... . ............ . ...... . ................. . .. . .............. . ....
Carolina —'*,---W--,-a,-t --- e_r"_S'e__r'_v*i`c*_e'­Jnc. 5c. unknown
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known)
;6.
The origin of this wastewater is (check all that apply):
Z Residential Subdivision F-1 Car Wash
LU
CL
Z Apartments/Condominiums ❑Institution 100 % Domestic/Commercial
El Mobile Home Park El Hospital
Cal
r_1 School El Church
F-1 Restaurant El Nursing Home
F-1 Office El Other (specify):
1 7.
Volume of wastewater to be in this 26,880
d
MAY 2 0 2005
permitted project: gallons p
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is subsequent permits that onnp s'?,UALITY SECTION
wal R 2 7P
dLOPIGIONAL OFFICE
❑ Flow has already been allocated in Permit No.
r❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 2 04/04

WCK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
f �
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(I)(3).
112 2 BR Units x 120 GPD/BR = 26,880
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
...................................................................................................................................................:........................................................................................
8" 3300'
4" 300'
ENTER TOTAL LINE LENGTH IN MILES: 0.68
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Gravity or Force Main
(use the pull down menu)
...........................................................................................
Gravity
Force Main
Location ID Power Reliability Option
(self chosen - as shown on Design Flow Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH Dortable aenerator w/telemetrv: 4-wet well storage)
1 0.00432 ` 20 GPM @ 103'
61
2. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested:
SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 461 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater?
❑ Yes ❑ No ❑ N/A
FTA 02/03 - Rev. 2 04/04

APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
...................................................................................................................................................................................................................................................................................................................................................................................................................................
® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
...................................................................................................................................................................................................................................................................................................................................................................................................................................
® A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
a.
Submit the 8.5" x 11 " COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
Applicant's Certification:
1, MARTIN LASHUA, attest that this application for THE RESERVE AT SUGAR MOUNTAIN, PHASE 2
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, thi application package is subject to being returned as incomplete. Note: In accordance with North Carolina
General Sta tes 23.15.6A and 143-215.6B, any person who knowingly makes any false statement, representation, c
certification anycation s 11 be g i of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as ci 1 peup to $ 5,000 pe violation.
Signing Official Signature
.....................................................................................
Professional Engineer's C
Stf 4lbS
Date
I attest that this application for THE RESERVE AT SUGAR MOUNTAIN, PHASE 2 has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the proposed design
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Billy J. Roark, P.E.
Professional Engineer Name
McGill Associates, P.A.
Engineering Firm
55 Broad Street
Address
Asheville
City
.......... ........ .... .._.-__..._.._..._......._._.._._.................
828-252-0575 2 h . 828-252-2518
Telephone Facsimile
027788
91
.................................. .............................................. ........................
NC 2f. 28801 40/� •eti'"�Q.� �(%g
State Zip
._...._........ ........
._. _ . _ _____ o s
_ .z
billr@ mcgillengineers.com
E-mail Seal, Siqnature & Date
FTA 02/03 - Rev. 2 04/04

1 JMcGiff
A S S O C I A T E S
Supplemental Information
Fast -Track Application for Gravity Sewers, Pump Stations, and Force Mains
Section B. Permit Information
Item 1.
The current fast -track application is a modification of permit Number WQ0024071 issued July 6,
2004 to Carolina Water Service, Inc for the Reserve at Sugar Mountain Wastewater Collection
System Extension in Avery County.
The current application is for a second, final phase of the project which includes 112 two -bedroom
condominium units..
L:/Projects/03227/ misc/Phase 2 FTA-Suppl.doc
Engineering • Planning • Finan.ce
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]

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1 MILE
IA 22092
UULLE I TSVILLE 16 M1. dI-4!),
ILL.
M0. ., . KENTUCKY •,V
TENNE$SE C
MISS. ''ALA° GA. S.C.
QUADRANGLE LOCATION
(TVA 215-SE)
ROAD CLASSIFICATION
Heavy-duty ......... Poor motor road .... ____>__
Medium -duty ....... Wagon and jeep track _—__
Light -duty .......... Foot trail .......... _______
C3 U. S. Route Q State Route
In developed areas, only through roads are classified
GRANDFATHER MOUNTAIN, N. C
36081-A7-TF-024
1960
PHOTOREVISED 1978
DMA 4656 111 SE —SERIES V842
11
i 00'

1 MILE
r
ILL.
M0. KENTUCKY
,TENN�SSEE C.
MISS.'"ALA GA. S.C.
37902
QUADRANGLE LOCATION
000
ET TENN.
10".111I.
07' 30'
425uuomE 81" 52' 30-
(TVA 215-NWI �c9
92
ROAD CLASSIFICATION �vs
Heavy-duty .... , .... Poor motor road ....
Medium -duty ....... Wagon and jeep track
Light -duty .......... Foot trail ..........
U. S. Route 0 State Route
In developed areas, only through roads are classified
There may be private inholdings within the boundaries of
\ ` the National or State reservations shown on this map
ELK PARK, N. C,--TENN,
N3607.5—W8152.5/7.5
1960
PHOTOREVISED 1978
AMS 4656 III NW —SERIES V842

10/04/9� 12:35 Z'9197339565 PUBLIC STAFF
4
,
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N
NORTI! CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
October 4, 1995
Carolina Water Service of.N. C.
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28224
Re: Sugar Mountain
Avery County
Dear Sir:
This letter is to certify that Carolina Water Service of North Carolina
has been granted a Certificate or Public Convenience and Necessity to provide
water and sewer utility service in the above subdivision under Docket No. W-
482, Sub 1. This utility company is under the jurisdiction of and subject to
the.r.equirements of the North Carolina Utilities -Commission.
If we can be of further assistance to you, please do not hes.itate to
contract this office._
AL-.sw
Sincerely,
And Lie, irector
y
Public Staff - Water Division
t
Executive DirFctor
communications
Economic Rcscarch legal han�pomtiort
66
733-77G6
733-2433
733-2810
733-2..902 733-6110
Accounting
Consumcr Scr,/1COS
Elcctric Natural Gas Watcr
733.5610
733.4279
735-9277
733-2367 733-4326
P.O.
Box 29520 • Raleigh,
Norlh Csrolina 27626-0520 • Fax [phone]
An Equnl C?pportunity ! ATiirmativc Action Employor
pol

A S S
May 20, 2005
cGill
O C I A T E S
Mr. Keith Haynes
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa North C'arnl;na ?R77R
pN - , S 4, 4' L 4 � n.l-2a
WN + 1 2005
SE UU'4 he- rlv-+-
RE: Sewer Extension
Reserve at Sugar Mountain, Phase 2
Avery County, North Carolina
Dear Mr. Haynes:
Enclosed please find a fast -track application for a modification to Permit Number
WQ0024071. The work permitted under the original application has been completed and final
record documentation submitted to your office. The current application is for the addition of a
second, final phase of the Reserve at Sugar Mountain residential development which includes 112
two -bedroom condominium units. The project will be an extension of sewers owned by Carolina
Water Service, Inc. of North Carolina. The completed gravity sewers and pump station will be
owned and maintained by Carolina Water Service, Inc. of North Carolina. Enclosed are the
following:
• Fast -Track Application Form (Original and one copy).
• Supplemental information for Part B.1. (Project modification) attached to
application.
• Color 8 1/2" x 11" composite USGS map with the project indicated (map includes
Newland, Grandfather Mountain, Elk Park, and Valle Crucis quads).
• Carolina Water Service, Inc. of NC Letter of Necessity. �n
• $400.00 permit fees. DE c E
V
MAY 2 0 2005
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]

a
Mr. Keith Haynes
May 20, 2005
Page 2 Of 2
If you have any questions concerning the above request, please do not hesitate to call me at
828-252-0575 or send me an email at [e-mail].
Sincerely,
McGILL ASSOCIATES, P.A.
I�
BILL .O..
Enclosures
cc: Martin Lashua, Carolina Water Service
Rex Woody, Carolina Water Service
Dale Franklin, Reserve at Sugar Mountain
MJUSERS/Projects/003227/ letters/kh20may05.doc

Project Name,
r
L SSkP
FAST -TRACK APPLICATION REVIEW PROCEDURES t e
Application received Date _,R 0, US
Basic Review Date -off S
Application Returned Date Application entered BIM's Date '--
Application to County Person - Permit Issued Date
c���l °� � � ►ems
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02/03 currently) unless otherwise
directed by the NDPU. Any pump station/force main projects that require an Environmental
Assessment (EA) are excluded from the Fast -Track review process, and should be submitted for
full review to the Central Office (NDPU) on FORM: PSFMGSA 10/99. Additionally, any projects
involving a flow reduction request must receive approval for the flow reduction from the central
office.
PRE -REVIEW
�/ Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
L/ Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTION A - Application Information
y If the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
_L,jEnsure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
DWQ Intranet. If a new delegated signing official letter is presented with the application, forward
a copy to the central office so that the person may be added to the Delegated Signing Official list.
The central office will send E-mails to the appropriate region if a new signing official has been
added so that the most current list can be used. The Non -Discharge Permitting Unit has an
example delegated signing official letter from
http://h2o.enr.state.nc.us/ndpu/spraypol.html#DELEG.
SECTION B - Permit Information
FAST -TRACK Application Review Procedures 2003

THE RESERVE AT SUGAR MOUNTAIN
Catawba Valley
1783
:.°
333 MAIN AVENUE NE
HICKORY, NC 28601
66-1206/531
5/1.9/2005
PAY TO THENCDENR,
**400.00
ORDER OF
9
PO'brEundred and
DOLLARSNCbFNR DOLLAR
MEMO
wem2ff
[b FIE -S�GNAYU4� I
11100

OFF/ Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
> Alan W. Klimek, P.E., Director
Y Division of Water Quality
Asheville
May 9, 2005
Mr. Dale Franklin, Vice -President
Reserve at Sugar Mountain, HOA
2780 Tyne Castle Highway
Banner Elk, North. Carolina, 28604
Subject: Permit No. WQ0028788
Reserve at Sugar Mountain
Phase 1
Wastewater Collection System Extension
Avery County
Dear Mr. Franklin:
In accordance with your application received April 27, 2005, we are forwarding herewith Permit
No. WQ0028788, dated May 9, 2005, to the Reserve at Sugar Mountain for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee. Also, please note the
recommended location of pump installation.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet http://h2o.enr.state.ne.us/
Telephone [phone] Fax [phone]
orthCarolina
Naturally
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Reserve at Sugar Mountain, HOA May 9, 2005 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Reserve at Sugar Mountain, HOA for the construction and operation of four, 12—gallon per minute
grinder pump stations and five 13-gallon per minute grinder pump stations with wet well storage and
on -site audible and visual high water alarms, as well as approximately 2960 linear feet of 1-1/2-inch
force main to serve nine 3-bedroom residences as part of the Reserve at Sugar Mountain Phase 1
project, and the discharge of 3240 gallons per day of collected domestic wastewater into the Sugar
Mountain Utility existing sewerage system, pursuant to the application received April 27, 2005 and in
conformity with 15A NCAC 2H .0200; the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit;
The sewage and wastewater collected by this system shall be treated in the Carolina Water
Service Sugar Mountain Wastewater Treatment Facility (Permit No. NC0022900) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between the Reserve at Sugar
Mountain, HOA and Carolina Water Service for the collection and final treatment of wastewater is in full
force and effect.
The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and shall be a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Keith Haynes at (828)
296-4500.
Sincerely, (� i
for Alan W. Klimek, P.E., Director
cc: Avery County Health Department
Asheville -Regional Office, Surface Water Protection' (WWTF'Permit-No-NC0022900)'
' McGill Associates
Carolina Water Service, Inc.
Water Quality Central Files
PERCS Files

( ---a
Michael F: Easley, Govemor�
li !.
William G. Ross Jr, Secretary'
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville
May 9, 2005
Mr. Dale Franklin, Vice -President
Reserve at Sugar Mountain, HOA
2780 Time Castle Highway
Banner Elk, North Carolina, 28604
Subject: Permit No. WQ0028788
Reserve at Sugar Mountain
Phase 1
Wastewater Collection System Extension
Avery County
Dear Mr. Franklin:
In accordance with your application received April 27, 2005, we are forwarding herewith Permit
No. WQ0028788, dated May 9, 2005, to the Reserve at Sugar Mountain for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee. Also, please note the
recommended location of pump installation.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
NorthCarolina
,Nutundy
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
RESERVE AT SUGAR MOUNTAIN, HOA
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
. This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be. effectively maintained and .operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week. Individual grinder pumps should be installed in a basement,
garage or crawl space in order to facilitate inspection.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
Overflows and bypasses. shall- be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

PERMIT NO W00028788 Reserve at gar Mountain Avery County May 9. 2005
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed.
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000. as applicable; and other supporting. materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:
2

PERMIT NO W00028788 Reserve at Sugar Mountain Avery County May 9 2005
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal'business hours may.also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the Ninth of May, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for AI W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028788

PERMIT NO W00028788 Reserve at Sugar Mountain Avery County May 9 2005
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
four, 12—gallon per minute grinder pump stations and five, 13-gallon per minute grinder pump stations
with wet well storage and on -site audible and visual high water alarms, as well as approximately 2960
linear feet of 1-1/2-inch force main
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe Q periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

WRAP7ArM o , PUNT STATIONS, AND FORCE MAM§ PAG#..1,,
i as
OF W A TF,Q —1 State of North Carolina
APR 2 7 2005 ' Department of Environment and Natural Resources
rV) Division of Water Quality
a vw N WATER QUALITY SECTION FAST -TRACK APPLICATION
ASHEVILLE REG10NAl}� SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as pad of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
`] I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed clans and specifications unless you respond NO to Item B(12).
[ II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ Ill. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
'] IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02103. If the applicant is a developer, use Form DEV 02103. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM. QEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or VWVTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/VVWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year -prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
.4 VI. Map —Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction V11). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(13)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02103 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
nfficP

FAST -RACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01 C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
❑ IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Avery, Buncombe, Burke, Caldwell,
2090 US Highway 70
Cherokee, Clay, Graham, Haywood,
Swannanoa, North Carolina 28778
Henderson, Jackson, Macon,
[phone]
Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
[phone] Fax
Richmond, Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Moor
Mooresville, North Carolina 28115
M
Alexander, Cabarrus, Catawba,
663-699
Cleveland, Gaston, Iredell, Lincoln,
[phone] Fax
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe,
Raleigh, North Carolina 27699-1628
Franklin, Granville, Halifax, Johnston,
(919) 571-47
Lee, Nash, Northampton, Orange,
[phone] Fax
Person, Vance, Wake, Warren,
Wilson
Washington Regional Office
Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mall
Craven, Currituck, Dare, Gates,
Washington, North Carolina 27889
Greene, Hertford, Hyde, Jones,
[phone]
Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus,
Wilmington, North Carolina 28405
Duplin, New Hanover, Onslow,
[phone]
Pender
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes,
[phone] Fax
Surry, Watauga, Wilkes, Yadkin
For more information, visit ourweb site at http://h2o.enr.state.nc.us/ndpu/

FAST-TRACKAPPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: -ta�
J 58
1.
(to be completed by DWQ)
Owner.•
Reserve at Sugar Mountain, HOA
�1a.
Full Legal Name (company, municipality, HOA, utility, etc.) — —
Z
1 b.
Dale Franklin, Vice -President
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) —
F" 11c.
The legal entity who will own this system is:
�❑
Individual El Federal ❑Municipal" ty ❑State/County ❑ Private Partnership ❑ Corporation ® Other (specify): HOA
1 d.
2780 Tine Castle Highway
1 e. Banner Elk
®
Street Address
y
CitLL
Z
1f.
North Carolina
1g. 28604
State
Zip Code
Z
®
_
1h.
--
828-898-7544
-------- -----
1i. 828-898-7546
-- — ---- -
1j. [e-mail]
QTelephone
Facsimile
E-mail
0
2.
—_� _ __ T
Project (Facility) Information:
d
I2a.
_
The Reserve at Sugar Mountain -Phase 1A 2b Ave
CL
Brief Project Name (permit will refer to this name)_ County Where Project is Located
Q
3.
Contact Person:
13a.
Bill Roark, P.E., Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
13b.
828-252-0575
3c. billy mcgillengineers.com
Phone Number
E-mail
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line sizellength, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2.
Owner is ❑ Public (skip to Item B(3)) ® Private (go to Item 2(a)) Investor owned Public Utility
�2a.
If private, applicant will be:
' 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Public Utility (Instruction III)
Z
I
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
I ® Homeowner Assoc./Developer (Instruction IV)
®
® Selling units (lots, townhomes, etc. - go to Item B(2b))
i
F
Q
13.
Carolina Water Service, Inc. of NC
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
14a.
Sugar Mountain ;4b. NCO022900
FL
Name ofWWTF WWTF Permit No.
Z 15a.
Carolina Water Service, inc. of NC 5b.
8" 5c. unknown
IOwner
of Downstream Sewer
Receiving Sewer Size Permit Number of Downstream Sewer (if known)
6.
The origin of this wastewater is (check all that apply):
�.
® Residential Subdivision
❑ Car Wash
a
❑ Apartments/Condominiums
❑ Institution
100 % Domestic/Commercial
—
❑ Mobile Home Park
❑ Hospital
❑ School
❑ Church v\
% Industrial
❑ Restaurant
❑ Nursing Home
her ( p ifylivl
❑ Office
�-
❑ Other (specify):
5s IIec
� -
7.
Volume of wastewater to be permitted in this project: 0 gallons per day
8.
If the permitted flow is zero, indicate why:
AN �UW
€ I �"`)
❑ Interceptor Line - Flow will be permitted is subsequent permits that connect to th!
line
® Flow has already been allocated in Permit No. W00024071
W ,TER QUALITY SECTION
❑ Rehabilitation or replacement of existing sewer with no new flow expected
ASHEVILLE REGIONAL OFFICE

FAST-IRACK'APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
FTA 02/03 - Rev. 2 04/04

FAST -RACK APPLICATION for GRAVITY SEWERS, PUNT STATIONS, AND FORCE MAINS PAGE 5
�. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
I
waterbody, AND,
'I
.
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
- —
Location ID on Map
(self chosen - as shown on
! j
Name of
-
; Waterbody Stream
! Waterbody
map for cross-reference)
Waterer ! County .
! River Basin
i Index
i Classification
f
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
i1. Applicant's Certification:
1, Dale Franklin, attest that this application for Reserve at Sugar Mountain - Phase 1A
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
jGeneral Statutes 143-215.6A and 143-215 6B, any person who knowingly makes any false statement, representation, or
i certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, 000
as well as civil penalties up to $25, 000 per violation.
Signing Official Signature Date
2. Professional Engineers Certification:
Z
0
I attest that this application for Reserve at Sugar Mountain - Phase 1 A has been
{
reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and
all other supporting documentation to the best of my knowledge. 1 further attest that to the best of -my knowledge the
the Gravity Sewer Minimum Design Criteria
proposed design has been prepared in accordance with applicable regulations,
for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
6L
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although certain portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be consistent with
the proposed design. Note: In accordance with NC General Statutes 143-2156A and 143-2156B, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violation.
12a. BillyJ. Roark, P.E.
! Professional Engineer Name
S
` ;.
2b. McGill Associates, P.A. y°o I
<o
i Engineering Firm SEAL
I2c. 55 Broad Street I - 027788 -
Address I =
2d. Asheville i2e NC 2f. 28801
op \,\,
City j State j Zip '�CC'Y, J
;2g.
828-252-0575 2h. 828-252-2518 Ili. [e-mail] i t �
__
_ Telephone - Facsimile -_ - E-mail - - -- ;— Seal, Signature & Date

FTA 02/03 - Rev. 2 04/04

i 1
STATE OF NORTH CAROLINA
COUNTY OF
Avery
Permit No.
HOME/PROPERTY OWNERS' OPERATIONAL AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this
March
day of
2005 , by and between the North Carolina Environmental Management
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
Reserve at Sugar Mountain, HOA
, a non-profit corporation organized and
existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the
ASSOCIATION.
WITNESSETH:
The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as Reserve at Sugar Mountain
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common
elements of the lands and improvements subject to unit ownership, including the wastewater collection
system with pumps, wastewater treatment works, and/or disposal facilities (hereinafter Disposal System);
and of collecting dues and assessment to provide funds for such operation, maintenance, re -construction
and repair.
2. The ASSOCIATION desires, to construct and/or operate a Disposal System to provide sanitary sewage
disposal to serve the Development on said lands.
The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
or 47F of the North Carolina General Statutes.
The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law and permit provisions in order to protect the
quality of the waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to the
Disposal System in accordance with the permit and plans and specifications hereafter issued and approved
by the COMMISSION, and shall thereafter properly operate and maintain such systems and facilities in
accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State, and local taxes and insurance.
FORM: HOA 02/03 Page 1 of 2

t 1
3. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain, or construct the Disposal System beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance fund allocated for the facility and shall be part of
the yearly budget.
4. In the event the common expense allocation and separate fund(s) are not adequate for the construction,
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall provide for
special assessments to cover such necessary costs. There shall be no limit on the amount of such
assessments, and the Declaration and Bylaws shall be provided such that special assessments can be made
as necessary at any time.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any city,
town, village, county, water and sewer authorities, or other unit of government shall hereinafter become
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause the
existing and future wastewater of the Development to be accepted and discharged into said governmental
system, and shall convey or transfer as much of the Disposal System and such necessary easements as the
governmental unit may require as condition of accepting the Development's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSION by the issuance of a permit.
The ASSOCIATION shall not transfer, convey, assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATIONS successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
YOR THE ENVIRONMENTAL _Reserve at Sugar Mountain, HOA
MANAGEMENT COMMISSION Name of ASSOCIATION
By:
Alan W. Klimek, P.E., Director (Signature)
Division of Water Quality
_Dale Franklin, Vice -President
Print Name and Title
(Date)
FORM: HOA 02/03
(Date)
Page 2 of 2

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I k
7]McGM
A S S O C I A T E S
April 21, 2005
Mr. Keith Haynes
N. C. Department of Environment
& Natural Resources
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Re: Sugar Mountain Reserve
Fast Track Sewer Appliction
Avery County
Dear Mr. Haynes:
Please find enclosed the completed Fast -Track application form (FTA 02/03), and a
check in the amount of $400 for the application fee. Also enclosed is a portion of a color quad
map with the project area noted.
Please review the enclosed information and contact our office if you have any questions
on the project. If you require additional information, please contact Bill Roark. or myself at
any time.
Sincerely,
McGILL ASSOCIATES, P.A.
Al;J
MICHAEL CLARK
cc: Dale Franklin
03187kh22apri1105. doc
APR 2 7 7200511
Wr'ITER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC: 28801
828-252-0575 • Fax: [phone]

04/29/2005 10:07 FAX.[phone] kcGILL ASSOCS. 0 001/002
FAX TRANSAUTTAL
McG!dl
ASSOCIATES
PLEASE DELIVER THE FOLLOWING PAGE(S) TO- r
NAME_ is a-li, GG A
CONfPANY_ McDraKkl: G .t, ,>�o•:s-l- ,fig..
FAX NUMBER: 2gd�-70
DATE: 41-29-05' -PROJECT (AND PROTECT NUAMER)_ d X Z'2 ?
TOTAL NUMBER OF PAGE(S) INCLUDING COVER SHEET)
IF YOU DO NOT RECEIVE ALL PAQES OR HAVE, ANY PROBLEM WITH RECEIV24G THIS
TRANSMISSION, PLEASE CA.LY, LISA AT 1-$28-2524575
FROr:
McGILL ASSOCIATES, P.A.
CONSULTING -ENGINEERS 55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
TELEPHONE: I-828-252-0575 ! PAXNUNMER: 1-828-252-2518
•UI3-I�
���ibl�lrw � a.r4 di1Ss� � y�e ��✓' 'ti4a/- �wi4� �d+���.77
Engineering m P I a n n i n g ■ F r a n c e
McGirl Associates, F-4. *P.O. 804 2259, Askoville. NC 28802 - 35 Brood Sircct, dskaville. NG 288i1] + 828-M-0571 -FAX [phone]

1
04/29/2005 10:07 FAX [phone] McGILL ASSOCS.
JlVey.';bb t3
10/04/95 12:35 'ET9197339565 PUBLIC STAFF
PJOR`,F'14 CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
October 4, 1995
Carolina Water Service of N. C.
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28224
Re-. Sugar Mountain
Avery Gnunty
16002/002
001/Q01
Dear Sir:
This letter is to certify that Carolina outer Service of North, Carolina
has been granted a Certificate or Public Convenience and Necessity to provide
Water and sewer utility service in the above subdivision under Docket No. W-
482, Sub 1. This utility Company is under the jurisdiction of and subject to
the requirements of the North "Carolina Utilities Commission.
if we can be of further assistance to you, please do not, hesitate to
contract this office.
AL:sw
Sincerely,
Andy L hector
Public Staff - Water division
s
E"CUtigc Dlt�etar
Gommnmcariorta Uxpmamlc Itcaclarah
Legal 'Mrs,pat,atiori
733-6110 733-7786
733,2435
733-1H10 733 1.K2
Ai=unling
Cnnsumcr Scn+;cos Eladric
Natural Gas NVAtcT
733.5610
733.4279
733, 733-z67
733.43-6
P-O. Box: 9520 - R3teigh, North Carolina 27626-053A - Fax [phone]
Aa Eq.nl Upp*T%un,ty 1 Fff1rmm1i,c Action 5mployar

Vo/�v rQ owr ," 17 r J
d v v ✓ALA

05/02/2005 11:01 FAX [phone] MCGILL ASSOCS, C�j0p1
FAX TRANSNUTTAL
McGH1
ASSOCIATES
PLEASE DELVER TIE FOLLOWING PAGE(S) TO:
NAME: Rey Davis
COMPANY: NCDEKR
FAX NUMBER: 299-7043
DATE: 5.02-05 PROJECT (AND PROJECT NUMBER)' Sugar Mountain 03227.003
TOTAL NUMBER OF PAGE(S)-- j ---INCLUDING COVER SIHET
IF YOU DO NOT RECEIVE AIL PAGES OR HAVE ANY PROBLEM WITH PXCE VINO
TFUS TRANSMISSION, PLEASE CALL LISA AT 1.-328-252-0575
FROM- BII.L ROARS, P.E.
COND ENTS:
Roy,
Attached is the agreement from Carolina Water for the Reserve at Sugar Mountain_
Thank You,
0=Mj wsr-ax.D0C
Engineering • Planning • Finance
dlcGill Ampefates. P.R. - F.0- Box 2259, Asheville. MC 28802 ■ SS Broad Srreel. A•dievjlk. NC 28801 -828-252-0575 - FAX [phone]

03/02/2005 11;01 FAI 2529333 MCGILL ASSOCS.
Mi1Y-02-05 &W:33 rim OFRANKLIN. CUSTOM 828 R99 7S46
l�if'RU FIC217III ,
2135 Sanders Road -
Nocchh 84 4986
TdOom S00G2-G19G
Faah847
os-2o66
April 27, 2004
Mr. Dale Franklin, M7staging farmer
The Reserve at Sugar Mountain, I—L_C.
PC l3ox 2364
Banner Elk, NC 28604
l.e: Agreement for Water & Sanitary Sewer Service -The Reserve at Sugar
Mountain - Avery County - North Carolina
DearW. ]Franklin:
Enclosed please find one (1) fully executed Agreement for Water & Sanitary Sewer
Service - The Deserve at Sugar MOMIjain - Avery County - North Carolina for your
files.
If you have any questions, please give me a call.
Sincerely,
�f
r
Lisa A. Crossett
Director of Operations
LAC,=
Enc.
cc: Carl Daniel - Regional DITector, Adantic Region
IM 002
P.02
r 9 �=4'dlc
05/02/2005 MON 09:37 [T%/R% NO 91701 9002

.' %
05/02/2005 11:02 FAX [phone] MCGILL ASSOCS.
MAY-02-85 1$„34 AM 6FRAWKLIN.CUST0M
228 899 7546
�r llF r► ' '1 I WIXII&V
3.
16003
p.63
This Agreement is untered into this 3L3 day of 2004,by a n d
between The Reserve at Sugar Monntain, L.L.C., a North Carolina Limited Liability
Company (hereinafter referred to as "Developer"), and Carolina Water Seryiee,
Inc. of North Carolina, a North Carolina corporation (hereinafter referred to as
pl utility ").
WHEREAS, Developer is the owner of or is duly authorized to act on brbalf of
the owners of certain real estate in Avery County, North Carolina, hereinafter
referred to as the "Property" shown in Exhibit I attached and,
WHEREAS. Developer is in the process of developing the Property into a
residential community which will contain One Hundred Thirteen (113) "si tigl$.
faruily" dwelling units, or equivalent multi -family units when completed, and
WHEREAS, Utility is engaged in the business of furnishing water and sanitary
sewer utility service to the public in its Sugar Mountain utility systems, whose
service territory as authorized by its Certificates of Public Convenience and
Necessity encompasses the Property, and
WHEREAS, Developer desires Utility to provide water and sanitary sewer utility
service within the Property and Utility desires to provide water and sanitary sewer
utility service to the property according W the terms and conditions of this
Agreement,
WDEREPORE, in consideration of the mutual covenants as hereinafter set
forth, the parties hereto agree as follows:
�Pt�#inra, of D o.,l0.,o..
05/o2/2005 NON 09:37 ITX/Ra NO 91761 111

a
05/02/2005 11:02 FAX [phone] MCGILL ASSOCS, IN04
Developer represents and warrants;
a. That Developer is the Owner of Or is duly authorized to act on behalf of the
owners of the property, and;
b • That Devclvper will cooperate fully with 1hr- Utility in any and all
applications or petitlans to public authorities deerned necessary or desirable
by Utility in connection with the construction and installation of the water
1
05/02/2005 MON 09:37 [TX/RX NO 91761 9004

03/02/2005 11:02 FAX [phone] MCGILL ASSOCS, U 005
MAY-02-05 16:35 AM OFRANKLIN.CUSTON 822 898 7546 P.
' I
and sanitary sewer systems contemplated by this Agreement.
C. That Developer will convey to the Utility or provide by recorded subdivision
Plats such easements or rights of way as may be reasonably necessary for
the Utility's performance of its obligations under_ this Agreement. Any spch
Plats, Conveyances ar Iicenses will be in a form satisfactory to Utility's legal
counsel.
d. That Developer will convey to the Utility or otherwise vest in the Utility
such right, title and interest in and to sueb real estate as may be reasonably
necessary to permit the Utility to carry out the terms and conditions of this
Agreement.
ARTIT,T n
1 • ObliE at ions of thevrinp
a. The Developer hereby acknowledges that additional water resources are
needed to supplement the existing water system. Developer agrees to
construct and install 201 necessary water supply. storage and distribution
facilities (hereinafter referred to collectively with Article 11(1)(b) below
as "Facilities") throughout the property. Facilities include, but are not
limited to, water mains, valves, services, hydrants, curb stops, meters.
weIl(s), hydropneutnatic or volume storage tanks, booster pumps and
Other facilities as are reasonably required and necessary to provide
adequate water service (in accordance with applicable governmental and
Utility standards) to all dwelling units to be constructed within t h e
Property. Water distribution mains will be ductile iron pipe and have a
minimum diameter of six inches 0"). Cxoept as otherwise approved by
[?'tility. Additional water supply well(s) stall be capable of producing at
least One Hundred Thirteen (113) gallons per minute (gptn) of
water total (1 gpm per single family equivalent connection), and of
05/02/2005 MON M 37 ITX/Ra No 917BX Q1
94
105

05/02/2005 11;03 FAX [phone] MaGILL ASSOCS, 16006
— -----------0------------------Q----- V------
suitable quality to nt¢:et all current primary and secondary drinking
warer standards,
b. I)OVelOper shall COUStruct and install all necessary sunitary sewer
collection facilities, 1RCIlding but no[ liutited to collection mains, service
lanes, lift stations, stared -by power generators, manholes, and all outer
facilities as are reasonably required to provide adequate sanitary sewer
utility service (in accordance with applicable governmental standards)
2
05/02/2005 MAN 09:37 [TX/R% NO 91701 k�JOOB

03/02/2005 11:03 FAX [phone] MCGILL ASSOCS. [j008
-----q-----Q---------------d-----a-----Q-----
as uecussary or desirable in its opinion to unsure its ownership of, ready
access to, and operation and maintenance of the Facilities, Developer shall
furnish Utility with lien waivers in a form reasonably satisfactory to Utility's
counsel lrom Developer and from all suppliers, subcontractors and all Others
who furnish labor, equipment, materials, rentals, or who perform any
services in connection with Facilities construction herein. Developer agrccs
to provide to thillty documentary evidence, in a form reasonably' satisfactory
3
a
05/02/2003 MON 09:17 [TX/RZ NO 91761 2008
ILLCurualllca With, applic$lire standards, requlrements, rules and regulations of
afl agencies of the State of North Carolina and the county or municipal
jurisdiction within which the Property is situated, and shall have received

05/02/2005 11:03 FAX [phone] HcGILL ASSOCS.
MAY-02-05 18:38 AM OFRANKI I IN. CUSTOM
S2S ago 7546
1� 009
to Utility, sufficient to establish the original cost of the Facilities. Utility shall
have, at all times, all right, title and interest in and to the Facilities,
8. Developer shall, prior to the transfer to Utility of the Facilities, grant
permanent, assignable, non-exclusive easements satisfactory to Utility.
authorizing Utility to own, operate and maintain the Facilities and providing
reasonably adequate rights of access and working space for such purposes,
9. Developer shall, upon transfer to Utility of the Facilities, provide to Utility
operating manuals, permits, a: -built drawings, and all other information
reasonably required to operate, maintain, and repair the Facilities.
10. Developer understands that any lot or service requiring a residential pump
station shall meet additional requirements for sanitary sewer service. The
residential pur4p stations and sociated pressure pipe (h"einafter referred
to as "Pressure pump Facili Us") within the lot boundaries will remain
the sole property and respansl ity of the property owner. Utility requires
that an ACKNOWLEDGEMENT RTD AGREENMN'T REGARDING SLMT:OL SERVICE
("Acknowledgement and A greement") be executed for each lot or
service requiring a residential Pump station and that this Acknowledgement
and Agrceinemt be recorded, in the. applicable County Register of Deeds office
to run with the property. Developer warrants and represents that in n o
event shall Utility be deemed 0 have any responsibility or liability with
regard to the installation, m 'ntenance, servicing, or operation of the
Pressure Pump Facilities -or any other sewer facilities located betwaeu the
Pressure Pump Facilities and the boundaries of the Property (including,
without limitation, any puffiPs, pipes, valves. or filters). This is a condition of
servioc for any such applicable lot or service.
P.B6
AR'Y`T['!L m'
I. Upon installation of the ]-acuities, Utility agrees to supply all Customers
05/02/2095 NON 05:37 CTXJ= NO 81761 Q1
fog

05/02/2005 11;04 FAX [phone] McGILL ASSOCS. 010
Within the Property with adequate and customary water and sanitary Gelder
utility service, and to operate, maintain and repair all Facilities as indicated ,
herein. after aCCeptance by tltili
ty and issuance of operational approvals by
all regulatory authorities.
2. Water and sanitary sewer ut:ilify usage charges shall be rendered by Utility in
accordance with utility's rates, rules and regulations and Conditions of
aervioe from time to time or.' file with the North Carolina Utilities Commission
4
05/02/2005 MON 00:37 [TX/PX NO 91761 Iaota

05/02/2005 11;04 FAX. [phone] McGILL ASSOCS.
MAY--132-05 10 :39 AM 8FRANWL- I "- CUSTOM 02—g 898 7 46
e ,
(the "Gammission") and then in effect.
1� 011
P.07
c,
3. For each equivalent single-family dwelling connecting to the Facilities
within the Property, Developer shall be obligated to pay Utility's authorized
sanitary sewer connectioni'tap fee as approved by the Commission from time
tO time. The vaster conneGt'son/tap fee will be waived in recognition of
Developer's investment in additional water resources.
Cnmlmi-R i anA Lpray- t 1
1, Within thirty (30) days f01113wing the date of this Agreement, Utility will file a
Petition with the Commission requesting approval of this Agreement. All
terms and conditions contained herein are subject to Utility receiving said
approvals from the Commission.
ARTil'L"
Gejits
E This Agreement is intended to be performed in the State of North Carolina and
shall be governed by the laws of the State of North Carolina,
I Except as provided for in ithls Agreement, neither party to this Agreement
shall be liable to the other for failure, default or delay in performing any of
its obligation hereunder, if' such failure, default or delay is caused by strikes
or other labor problems, by forces of nature, unavoidable accident, fire, acts
of the public enemy, interference by civil authorities. acts or failure to act,
decisions or orders Or regulations of any governmental or military body or
agency, office or commission, delays in receipt of materials, or any othes
cause, whether of similar or dissimilar nature, not within the control of the
Party affected and which, by the exercise of due diligence such party is
unsble to prevent or overcome. CXCClbt at ntha+rwiaia : +_1 r_..
05/02/2005 MON 09:37 [T%/RX.NO 91761
11

! 1 �
03/02/2005 11:04 FAX [phone] McGILL ASSOCS. l� p12
' yaM+aucu lUr AGre1n,
Should any of the foregoing events occur, the parties hereto a 1 }....
,gree Co proceed �'��
with diligence to do W113t is reasonable and necessary so that each party ty may
Pet -form its obligations under this Agreement.
3, The failure of either party hertto to enforce any of [he provisions of this
Agreement, OF the waiver thereof in any instance by either party, shall not
be constrttGd as a general Waiver or relinquishment on its part of any such
S
05/02/2005 MON 09:37 [TX/RX NO 91761 IM012

03/02/2005 11:05 FAX [phone] McGILL ASSOCS.
MAY-02-8..9 10 = 40 An 8FRANKL Y M. cU5TQM 828 298 71 546
10 013
P. 13t3
provisions, but the setae shall, nevertheless. be and remain in full force and
effect.
4. The representations, warranties and agreements contained herein shall
survive, and continue in effect, after the payment for the Facilities. Utility
agrees to indemnify Developer, its successors and assigns, and hold Developer
harmless against any lose, damage, liability, expense or cost accruing or
resulting from any misrepresentation or broach of any representation,
warranty or agreement on the part of Utility under this Agreement;
Developer agrees to indemnify Utility, its successors and assigns, and hold it
and them harml"s against any loss, damage, liability, expense or cost of
Utility, accruing or resulting from any misrepresentation or breach of any
representation, warranty or agreement an the part of Developer under this
Agreement, or from any misrepresentation in or material omission from a n y
certificate or other document furnished or to be- furnished to Utility b y
Developer.
5- Neither Developer nor any entity or individual affiliated with Developer has
executed any agreement with any lot purchaser in the Development, or any
other parties, or made ally representations CO any such purchasers or other
parties whereunder such purchaser or other parties have acquired any
interest in Iraeilities either installed or to be installed under this Agreement.
b. This Agreement sets fortb the complete understanding between Developer and
Utility, and any amendments hereto to be effective must be made in writing,
7. Notices, correspondence and invoicing required hereunder shall be given to
-Developer and to Utility at the following addresses, or at any other addresses
designated in writing by either party subsequent to the date hereof;
If to Utility:
Carolina Water service, Inc. of North Carolina
aC
Attu., James L. Camaren, Chairman & C. Ca
2335 Straders Road
Morthbrook. Illinois 6njjj;o
05/02/2005 RON 09:37 CTXiRX NO 91763 19013

05/02/2005 11:05 FAX [phone] MCGILL ASSOCS.
U 014
ff to Developer: The: Eze,,etve at Sugar Mountain, L.L.C.
Attn. rule Franklin, Managing Partner
PO BOX 2364
Banner ]SIP, NC 28604
Delivery when made by registered or eertifted mail Shall be deemed romple[e
upon mailing.
G
05/0212ao5 MoN 05:37 ETX//Ra No 91701 Q 014

05/02/2005 11:06 FAX [phone] MCGILL ASSOCS, 016
7
05/02/2005 MOM 09:37 CTX/AX NO 91763 11016
-——�+v..: -tisu cuy.a.r.1••••V ua,(�'fYt1Yl-L,'-�'` � .
IN Wr NMS VVEMMOP. the parties hereto have set their hands and seals the
day and vear nhnvr f—t ....a.—

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05/02/2005 11:07 FAX [phone] MCGIILL ASSOCS.
05/02/2005 RON 09:37 [TX/Ja NO 91761 16018

05/02/2005 11;08 FAX [phone] McGILL ASSOCS.
MAY-02-05 10:46 AM 6FQi0NKLIN_CUSTOM
haw 02 05 ao a 4aa
Legends Development
228 893 7046
a283245014
I"t AMENDMENT TO WATER AND SANffARY SEV4'1 A AGREEMENT
p.2
16020
P.12
This 15T Arnendmtnt to Wider and Sart-any Se war Agmemetat is made this r' e9a_y Of
December 2l]04 by and between The Reserve ai Sugar Mountain, LLC, a Nofth Carolina Limited
Liability Company C`Developer") and Carolina Water Servicc, Ino. ofN'ortIl CaraNva, a Worth
Camliina Corporation {"Utiliry-),
3'VITNESSETII
WHEREAS, the parties have hereroforc entered iato that certain AgMIXIen't FO WIVI
&5anifta Sewer im dated April 23, 2004 for utility service in Utility's Sugar MODUTziia
u0ity system. Avery County, Nurtkt Carolina (the "Agreement") and,
VVEi(EREAS, the parties desire to antend the Agreement.
NOW, THEREFORE, for end in consideration of the mutual duties and obligations set
forth in the Agreeinemt, as amended hereby, good and valuable consideration, the receipt and
suffioiency of which is hereby acknowledged. and intending to be legally bound, the parties
hereto ag<ux to as follows (the ".Amendment"):
I , Utility agrees the vequiretnent in Article 11.1.a of the Agreement for Developer to
provide water supply wells capable ofproduoing at leas` Clno Hunched Thirtveu (113)
gallons per minute wta3 of suitable quality to meet all current primary and seceattdary
drinking water etan4ards shall be waived.
2. In cansiderAion of'tbe foregoing, Developer:
a. Agrees to provide a water supply aoll csppbler of pmdurang at least Forty (40)
gal[orts per minute of Suitable quality to meet all current primary and secondary
drinking; water WZdards mid;
b. ShaR provide a Letter of Credit for Two Hundred Tho wand Dollars (5200,OW) in
favor of Utility. Upon completion of Utility's project to rernavc arse~rtic from
Utility's walla N21 Arid 022, Utility will be entitled to [rnmediately draw the full
antaunt of Getter of Credit, or Developer shall pair to Utility the suss of S200,000.
03/92/2005 MON 09:37 [TXJItX NO 91761 5a020

V 05/02/2005 11;08 FAX [phone] McGILL ASSOCS, Q 021
MAY-92-05 10:47 AM OFRANKLIN.CUSTOM 829 898 7546 P.
May U2 05 U9: 47a Legends Devw1 opment, 62632*5014 P • �
i
This Amcnd=ent shall become a bindizig eantewt when signed by bosh Developer and
Utility. This contract is ¢xecutcd under seal is signed multiple u62gals, all of which tagetter
constitute one and the same instnuuent; with waigaed original being retained by each party.
In all other resjpccts, the A.gmcment of April 21, 2004 shall retain in fish force and
effect.
IN WITNESS WHEREOF, the parties hereto have set their hands and seals this day and
year above Fast vaitwn.
Carolina Water Seri m Inc. of NC
3amm . Camarcrt
& Chief Executive Ofl3cer
The Reserve at Sugar Mauhtain, L.L.C.
Jeny+: ante, Managing Partner
By
QUL!a=c-- -
Rick Stroup. lvtan `ng partner
Y3
05/02/2005 RON 09:37 [TI/IZX NO 9176I 1M021

MEMO To'1 Lis�/QV F A) GAS T� Y04—._--
112005475ii' IMS L4049 L41: L L 100 094 9111
SECURITY FEATURES INCLUDED. DETAILS ON BACK

W ATF9Q
Michael F. Easley, Governor
�OF
William G. Ross Jr., Secretary
>
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
a
Coleen H. Sullins, Deputy Director
Division of Water Quality.
Asheville
July 6, 2004
Matin Lashua, Regional Manager
Carolina Water Service, Inc. of NC
5701 Westpark Drive Suite 101
Charlotte, NC, 28217
Subject: Permit No. WQ0024071
Carolina Water Service, Inc
The Reserve at Sugar Mountain
Wastewater Collection System Extension
Avery County
Dear Mr. Lashua :
In accordance with your application received June 23, 2004, we are forwarding herewith Permit
No. WQ0024O71, dated July 6, 2004, to Carolina Water Service for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein.
This cover letter shall be considered a part of this permit and is therefore incorporated therein by
reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
•for.the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet http://h2o.enr.state.ne.us/
Telephone [phone] Fax [phone]
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Carolina Water Service July 6, 2004 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Carolina Water Service for the construction and operation of approximately 2205 linear feet
of 8-inch gravity sewer; to serve (25, 3-bedroom residences, and 4 Condominium Units with 9, 2-
bedroom condominiums each) as part of the Reserve at Sugar Mountain project, and the discharge of
17,640 gallons per day of collected domestic wastewater into the Sugar Mountain existing sewerage
system, pursuant to the application received June 23, 2004 and in conformity with 15A NCAC 2H
.0200; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit;
The sewage and wastewater collected by this system shall be treated in the Sugar Mountain
Wastewater Treatment Facility (Permit No. NC0022900 prior to being discharged into the receiving
stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Mr. Keith Haynes at
[phone].
Sincerely,
//
for Alan . Klimek, P.E.
AssociatesMcGill
CentralWater Quality Files
NDPU Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
CAROLINA WATER SERVICE - THE RESERVE AT SUGAR MOUNTAIN
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and.shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H .0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 1.5A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public. notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

PERMIT NO. W00024071. Carolina Water Service. The Reserve at Sugar Mtn, Avery County July 6. 2004
4. This permit shall not be transferable_. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations, permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
B. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:
2

PERMIT NO. W00024071, Carolina Water Service. The Reserve at Sugar Mtn. Avery County July 6 2004
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the Sixth of July, 2004
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A U
f Ian W: limek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00024071

PERMIT NO. W00024071, Carolina Water Service, The Reserve at Sugar Mtn, Avery County July 6. 2004
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
2205 linear feet of 8-inch gravity sewer; to serve (25, 3-bedroom residences, and 4 Condominium
Units with 9, 2-bedroom condominiums each) as part of the Reserve at Sugar Mountain project, and the
discharge of 17,640 gallons per day of collected domestic wastewater
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the, Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
'SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
FORREST R. WESTALL
WATER QUALITY SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

s '
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MA", S PA%B1
OF W A,TF� W �� �4 State of North Carolina
Department of Environment and Natural Resources
u� Ir1 J Division of Water Quality
dam/
o FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this. form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item 13(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
® III. Certificates of Public Convenience and Necessity - If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
-+�-t1/. Operational Agreements - Submit one original and two copies of a properly executed operational agreement if
,a the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
� - Flow Acceptance Letters - If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
C' flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
jj-Vtl-.- Stream Classifications — Section C
If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/ndpu or by contacting the appropriate regional
office.
FFA 02/03 - Rev. 2 04/04

�i•
FAST-TRACK•APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01 C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been
issued. A copy is to be submitted with that permit application.
IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1 b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Avery, Buncombe, Burke, Caldwell,
2090 US Highway 70
Cherokee, Clay, Graham, Haywood,
Swannanoa, North Carolina 28778
Henderson, Jackson, Macon,
[phone]
Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania,
Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville,N
Faye
Fayetteville, North Carolina 28301
Anson, Bladen, Cumberland, Harnett,
48
Hoke, Montgomery, Moore, Robeson,
[phone] Fax
Richmond, Sampson, Scotland
Mooresville Regional Office
919 N Main Street
Mooresville, North Carolina 28115
Alexander, Cabarrus, Catawba,
Cleveland, Gaston, Iredell, Lincoln,
[phone]
[phone] Fax
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe,
Raleigh, North Carolina 27699-1628
Franklin, Granville, Halifax, Johnston,
[phone]
Lee, Nash, Northampton, Orange,
[phone] Fax
Person, Vance, Wake, Warren,
Wilson
Washington Regional Office
Beaufort, Bertie, Camden, Chowan,
943 Washington Square Mall
Craven, Currituck, Dare, Gates,
Washington, North Carolina 27889
Greene, Hertford, Hyde, Jones,
[phone]
Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington,
Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus,
Wilmington, North Carolina 28405
Duplin, New Hanover, Onslow,
[phone]
Pender
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes,
[phone] Fax
Surry, Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h`2o.enr.state.nc.us/ndpu/
FTA 02/03 - Rev. 2 04/04

FAST-TRACK•APPI.ICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
...............___._....._....... __....... _.....
_
1. Owner.
a. Carolina Water Service, Inc. of North Carolina
Full Legal Name (company, municipality, HOA, utility, etc.
Application Number:
(to be completed by DWQ
WQ0024071
1b. Martin Lashua, regional Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
............................................................................................................................................................................................................................................................................................................................................................................
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership F1 Corporation ❑ Other
1d. 5701 Westpark Dr., suite 101
Street Address
f. North Carolina
State
1 h. 704-525-7990
Telephone
Information:
Facsimile
The Reserve at Sugar Mountain
Brief Project Name (permit will refer to this name)
Contact Person:
e. Charlotte
City
g. 28217
Zip Code
[e-mail]
E-mail
Avery
County Where Project is Located
Bill Roark, P.E., Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
�b. 828-252-0575 3c. [e-mail]
Phone Number E-mail
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a)) Investor owned Public Utility
....................... .__..._......... .......
a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or< ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Carolina Water Service, Inc. of NC
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
Sugar Mountain 4b. NCO022900
Name of WWTF WWTF Permit No.
Carolina Water Service, inc. of NC 5b. 8" 5c. unknown
Owner of Downstream Sewer Receiving Sewer Size Permit Number of Downstream Sewer (if known)
The oriain of this wastewater is (check all that apply):
® Residential Subdivision
® Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
7. Volume of wastewater to be permitted in this project: 17,640 gallons per
100 % Domestic/Commercial
% Industrial
8. If the permitted flow is zero, indicate why: U Y uul's v cuu" L-W
❑ Interceptor Line - Flow will be permitted is subsequent permits that conne t to th line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected WATER QUALITY SECTION
_ �\m 19 AFfUnNAL OFFRIP
FTA 02/03 - Rev. 2 04/04

FAST -TRACK APPLTCATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
FTA 02/03 - Rev. 2 04/04

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z regional office (see instructions for addresses) OR indicate the following:
®........................... ........... __..............................
....
® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
Q .waterbody; AND,
.......e.. .................................................................................................................................................................................................................................
O ❑ A Stream Classification is not neededbecause he design does not depend on wet well storage as a power reliability
LY. ! option for any pump station near a Class C down slope waterbody.
.............................. ............... ................................... ...................................................................... :.............. ............................ .... .............. ........................................................ ;...... ......................................................... ....................................................................
.
Location ID on Map
Q (self chosen - as shown on ` Name of Waterbody Stream : Waterbody
map for cross-reference) Waterbody County River Basin i Index Classification
...........................................:.....................................................................:........................................................
V
W. ....................... ._ ......_-_....._._.....___..._ �. ..._.._......._.................... _ ..... _..m............._......__. _.
• . ...................................................................._(............... ................_............_.y.............................................. .................j......................................_..._...... ............ ...... ... .. .... .... ....i.........................................................._
__.. .. .. ............... .................................................................. .......A...........................................................................................................................................................................................................................................................................................................................
Submit the 8.5" x 11 " COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts of this application are not completed and that if all required supporting documentation and attachments are not
included, this a cation ackage is subject to being returned as incomplete. Note: In accordance with North Carolina
General Statute 14' A a 143-2 .6B, any person who knowingly makes any false statement representation, or
certification in a appli a on s 11 be uil of a Class 2 misdemeanor which may include a fine not to exceed $10,000
as well as civil naltie u to 000 per violation.
ia. 6/21/04
Signing Official Signature Date
.............................................................................................................................................................................................................................................................................................................................................................
6 2. Professional Engineer's Certification: _
....................:
z I attest that this application for has been reviewed by me and is accurate, complete
® and consistent with the information in the engineering plans, calculations, and all other supporting documentation to the
H best of my knowledge. I further attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
V12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
LL 1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under my signature and seal
signifies that I have reviewed this material and have judged it to be consistent with the proposed design. Note: In
(�J accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,)
..................
(� representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
• exceed $10,000 as well as civil penalties up to $25,000 per violation.
..................................................................................................................................................................................................................................................................................................................................................
2a. Billy J. Roark, P.E.
Professional Engineer Name
2b. McGill Associates, P.A.
Engineering Firm C v�fd
_ .... __...._......_................ _..... _._.... ...........
..._..._......._ _.......... _.. ..... _....... _ ._. _.
2c. 55 Broad Street o
Address
........... ...................................................................................................................................................................................................................................................
rm L
a°
0
2d. Asheville 2e. NC 2f. 28801�a °gym"pare©�a
00"✓�
I�
City State Zip
.................................._......... ..-.-_....-..............-._..............-.-_......... ._...-._..._.......:............. _........ ....
2_0q
2g. 828-252-0575 2h. 828-252-2518 2i. [e-mail] 6�2
Telephone Facsimile E-mail Seal, Signature &Date
FTA 02/03 - Rev. 2 04/04

oMcGill
A S S O C I A T E S
June 22, 2004
Mr. Keith Haynes
North Carolina Department of Environment and Natural resources
Division of Water Quality
Asheville Regional Office
2090 US Highway 70
C1x7annanna_ North Carolina 28778
RE: The Reserve at Sugar iviouniam
Phase 1 Sewer
Banner Elk, North Carolina
Dear Mr. Haynes:
Enclosed please find a completed Fast -Track Application for gravity sewers to
serve the proposed Reserve at Sugar Mountain project. The sewers will serve the first
phase of the project which will include 25 - single family homes and 9 - 4 unit
condominium buildings. The project will be an extension of sewers owned by Carolina
Water Service, Inc. of North Carolina. The completed gravity sewers will be owned and
maintained by Carolina Water Service, Inc. of North Carolina. Also included, with the
application are a check for $400.00 application fees, two (2) copies of the Public
Convenience and Necessity certificate, and a color copy of the appropriate USGS map
with the project area indicated.
Should you have any questions during your review of the enclosed information,
please do not hesitate to call me.
Enclosure
Cc: Martin Lashua w/ enclosure
Rex Woody
Dale Franklin
Dale Pennell
Bob Grasso
Sincerely,
McGILL ASSOCIATES, P.A.
BILL ROARK, P.E.
rp f��C� VE
JUN 2 3 2004 10
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
03227/1etters/kh22i un04. doc
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 m FAX [phone]

y1'JY3 5y::)b5
10/b4/95 '.11:35 %Y9197339565 PUBLIC STAFF
Q 001/001
NOIZT14 CAROLINA
PUBLIC STAFF
UTILITIE, S COMMISSION
October 4, 1995
Carolina Water Service of N. C.
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28224
Re: Sugar Mountain
Avery County
Dear Sir:
This letter is to certify that Carolina Water Service of North Carolina
has been granted a Certificate or Public Convenience and Necessity to provide
water and sewer utility service in the above subdivision under Docket No. W-
482, Sub 1. This utility company is under the jurisdiction of and subject to
the requirements of the North Carolina Utilities Commission.
If we can be of further assistance to you, please do not hesitate to
contract this office.
AL:sw
Sincerely,
PU
Andy L1efr, kirtor
Public Staff - Water Division
1 ' Tans nation
Executive Dirpclor Communications V onomicResearCh 73 egal 0 733 7766
733.2435 733-2810 733-2902
Accounting Consumer SeMCOS Electric Natural Gas Water
733.4279
733-9277 733-2267 733-4326 733.5610
P.O. Box 29520 • Raleigh, North Carolina 27626-0520 • Fax [phone]
An Equal opportunity / Affirmative Action Employor

11/04/95 12:35 '`9197339565 PUBLIC STAFF 001/001
.4.57AT4
NORTI4 CAROLINA
]PUBLIC STAFF
UTILITIES COMMISSION
October 4, 1995
Carolina Water Service of N. C.
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28224
Re: Sugar Mountain
Avery County
Dear Sir:
This letter is to certify that Carolina Water Service of North Carol.ina
has been granted a Certificate or Public Convenience and Necessity to provide
water and sewer utility service in the above subdivision under Docket No. W-
482; Sub 1, This utility company is under the jurisdiction of and subject to
the requirements of the North Carolina Utilities Commission.
If we can be of further assistance to you, please do not hesitate to
contract.this office.
Sincerely,
And L7efe,di r tor
y
Public Staff - Water Division
AL:sw
1
Executive DbTctar
'
Communications
Trans rtation
E'conomic�Rcscrrch 7313 61110 733 7766
733-2439
733-2810
733-„902
Accounting
Consumer Scrvieo%
Electric Natural Gas Water
733-4326 733-5610
733-4279
733-9277
733-2267
P.O.
Box 29520 - Raleigh,
North Carolina 27626-0520 • Fax [phone]
An Equal Opportunity 1 Aff rmativc Action Employer

UNITED STATES
.DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY

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ILE
ILL.
Mo. ti KENTUCKY ,,V
TtENNE$S EG.
i r
miss. ''ALi(� OA, S.C.
9
QUADRANGLE LOCATION
ROAD CLASSIFICATION (TVA 215•SE)
Heavy-duty ......... Poor motor road .... _.:_;___
Medium -duty ....... Wagon and jeep track
Light -duty .......... Foot trail ......
C I.J. S. Route O State Route
in developed areas, only through roads are classified
GRANDFATHER MOUNTAIN, N.C.
36081-A7-TF-024
1960
PHOTOREVISED 1976
DMA 4656 111 SE —SERIES V942
30"'
37
a
9 onh.
50000
x
� M-a
r
Lr%
u �+O
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JMcGM
A S S O C I A T E S
April 13, 2005
Mr. Keith Haynes
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
RE: Sewer Extension
Reserve at Sugar Mountain
Avery County, North Carolina
Permit Number WQ0024071
Dear Mr. Haynes:
Enclosed please find final Record Drawings and Engineer's Certification for the Sewer
Extension project referenced above for the Reserve at Sugar Mountain. The Drawings and
Certification are dated April 13, 2005. A Partial Certification of the improvements was previously
issued on February 25, 2005.
If you have any questions concerning the above request, please do not hesitate to call me at
828-252-0575 or send me an email at [e-mail].
Sincerely,
McGILL ASSOCIATES, P.A.
BILL ROARK, P.E.
Enclosures
cc: Martin Lashua, Carolina Water Service
Rex Woody, Carolina Water Service
Dale Franklin, Reserve at Sugar Mountain
A/USERS/Projects/003227/ letters/khDapr05.doc
i
F D
D
APR 1 5 2005 10
W,;TER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O,. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • Fax: [phone]

PERMIT NO. W00024071 Carolina Water Service, The Reserve at Sugar Mtn: Avery County July 6. 2004
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
2205 linear feet of 8-inch gravity sewer; to -serve (25, 3-bedroom residences, and 4 Condominium
Units with 9, 2-bedroom condominiums each) as part of the Reserve at Sugar Mountain project, and the
discharge of 17,640 gallons per day of collected domestic wastewater
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
t I ❑ Partial- Final
p;i�.� J. RoVk, PE®, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe ( periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and -other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date: I APR j 5 2005
VJ;�TER QUALITY SECTION
ceo• 4 'SEND THIS FORM & SUPPORT�O[Clb&iING
NGAOCUM:ENTAT1I'0 �-F!r
8 O WITH REQUIRED ATTACHMENTS TO THE ADDRESS
• `�i�.'l •, FORREST R. WESTALL
027788 a WATER QUALITY SUPERVISOR
'••• 4•®0" ASHEVILLE REGIONAL OFFICE
��� ®/ 2090 US HIGHWAY 70
NZI �J.®►��, 3 SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineers Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

FIRM
McGidl
A S S O C I A T E S
March 1, 2005
Mr. Keith Haynes
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Haynes:
®EC EVE
MAR - 3 2005 DD
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
RE: Sewer Extension
Reserve at Sugar Mountain
Avery County, North Carolina
Permit Number WQ0024071
Enclosed please find a revised Partial Engineer's Certification for the Sewer Extension
project referenced above for the ,Reserve at, Sugar Mountain. The certificate has been revised to
indicate that only "Line A" is being 'eertified at this time. "Line B" will be certified at a later date.
The certificate bears the"same date as, the .original to correspond to the Record Drawings, but a
revision date has b&en,'added. The Drawings and Certification are dated February 25, 2005, the date
of substantial completion for this portion of the project, with a revision date on the certification of
March 1, 2005. An additional final certification will follow for the project.
If you have any questions concerning the above request, please do not hesitate to call me at
828-252-0575 or send me an email at [e-mail].
Sincerely,
McGILL ASSOCIATES, P.A.
BILL ROARK, P.E.
M:/USERS/Projects/003227/ letters/kh25feb0r.doc
E n g i n e e r i n g • P l a n n i n g 0 F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

PERMIT NO. W00024071, Carolina Water Service, The Reserve at Sugar Mtn. Avery County July 6. 2004
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
2205 linear feet of 8-inch gravity sewer; to serve (25, 3-bedroom residences, and 4 Condominium
Units with 9, 2-bedroom condominiums each) as part of the Reserve at Sugar Mountain project, and the
discharge of 17,640 gallons per day of collected domestic wastewater
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project.record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project -
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resultingin non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial L ly e 4 ❑ Final
I, glly J, k2pe,rt, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (1?� periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
FORREST R. WESTALL
WATER QUALITY SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
�, 3•I. 5 �
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be .
considered a violation -of the permit and shall subject the Permittee to appropriate enforcement actions.

IMMcGidl
A S S O C I A T E S
February 25, 2005
Mr. Keith Haynes
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
Dear Mr. Haynes:
FMAfl - 1 2005
0
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
RE: Sewer Extension
Reserve at Sugar Mountain
Avery County, North Carolina
Permit Number WQ0024071
Enclosed please find Record Drawings and Partial Engineer's Certification for the Sewer
Extension project referenced above for the Reserve at Sugar Mountain. The Drawings and
Certification are dated February 25, 2005, the date of substantial completion for this portion of the
project. An additional final certification will follow for the project.
If you have any questions concerning the above request, please do not hesitate to call me at
828-252-0575 or send me an email at [e-mail].
Sincerely,
MCGIL.L ASSOCIATES, P.A.
e� roo//Iot-�
BILL ROARK, P.E.
Enclosures
cc: Martin Lashua, Carolina Water Service
Rex Woody, Carolina Water Service
Dale Franklin, Reserve at Sugar Mountain
M:/USERS/Projects/003227/ letters/kh25feb05.doc
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

ti
PERMIT NO. W00024071. Carolina Water Service, The Reserve at Sugar Mtn, Avery County July 6, 2004.
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
2205 linear feet of 8-inch gravity sewer; to serve (25, 3-bedroom residences, and 4 Condominium
Units with 9, 2-bedroom condominiums each) as part of the Reserve at Sugar Mountain project, and the
discharge of 17,640 gallons per day of collected domestic wastewater
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• 'supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
Partial ❑ Final
trt' ° ,e, , as a duly registered Professional Engineer in the State of North Carolina,.having
been authorized to observe (OZ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; a -o epsup,or i g n�
materials. D l� U
LD
North Carolina Professional Engineer's ! MAR — 1 200
seal, signature, and date:
..................................................................................................... \NATER QUALITY SECTION
ASHEVILLE REGIONAL OFFI E
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
? SE L a
02%88 J FORREST R. WESTALL
WATER QUALITY SUPERVISOR
ASHEVILLE REGIONAL OFFICE
�� ••• ��'�� 2090 US HIGHWAY 70
' SWANNANOA, NC 28778
®.a?``°
v��
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

A
B
C
D
1
PUMP STATION DESIGN ONE PUMP ON
2
Submersible Pump Station
3
Robert G. Burgin, Jr. Inc.
4
ISugar Mountain Master Pump Station Remodel
5
Date of Calculation 1/16/97
6
7
Number of taps connected to pump station
1,111.00
8
Average Daily Flowrate expected at Pump Station in GPD
333,300.00
9
Average Daily Flowrate at Pump Station in GPM
231.46
10
Peak Daily Flowrate at Pump Station in GPM
578.65
11
Ground Level of Pump Station in Feet MSL
3,880.72
12
Full Depth of Pump Station in Feet
11.05
13
Elevation of the bottom of the Pump Station in Feet MSL
3,869.67
14
Depth of Lowest Invert In from Ground Level in Feet
2.37
�.
15
Elevation on Lowest Invert In of the Pump Station in Feet MSL
3,878.35
16
Low Water Cut Off Elevation in Feet MSL
3,871.67
17
Lead Pump Cut On Elevation in Feet MSL
3,873.34
J
18
Lag Pump Cut on Elevation in Feet MSL
3,875.01
19
High Water Alarm Cut On Elevation in Feet MSL
3,876.68
20
Elevation of High Point in Forcemain System in MSL
3,903.20
21
Static Head on Pumps
31.53
22
Size of Forcemain in Inches
6.00
23
Minimum Flow Rate in GPM for 2 ft/sec
176.27
24
Length of Forcemain in Feet including allowance for fittings 3Z
100.00
25
Hazen and Williams C factor for forcemain pipe
100.00
26
Maximum Pumping Rate in forcemain in PPM
600.00
27
Headloss in forcemain q, n .f01 Y kgo -- 3
4.70
28
Size of Pump Station Piping in Inches
4.00
29
Hazen and Williams C factor for Pump Station piping
100.00
30
Number of tees ( side outlet) in pump station line of flow
1.00
31
Number of elbows in pump station line of flow
2 1.00
32
Number of gate valves in pump station line of flow 2-!
1.00
33
Number of check valves in pump station line of flow 5t
1.00
34
Length of straight pipe in pump station piping
10.00
35
Equivalent length of straight pipe in pump station piping a 61
110.04
36
Headloss in pump station piping 32 ,% i -146
37.15
37
Total Dynamic Head on Pump Station at ow Water Level
' 73.38
TDH
P. Curve
38
0% Maximum Flowrate
0.00
31.531
97
39
20% Maximum Flowrate
120.00
33.66
93
40
40% Maximum Flowrate
240.00
39.21
88
41
60% Maximum Flowrate
360.00
47.80
83
42
80% Maximum Flowrate
480.00
59.22
78
43
100% Maximum Flowrate 1
600.001
73.381
70
f 33 9V coo 4T {-3 f ` �p
Page 1

PUMPSTA Chart 1
Sugar Mountain Master Pump and System Curve
Page 1

EBARA SUBMERSIBLE SEWAGE PUMPS
,ERFORMANCE CURVES
10ODL615 120HPI SYNCHRONOUS SPEED: 1800R.P.M. 4 Inch Discharge
DLU
DL-310
■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■
so-
:.
L:�►.'
■■■■■■■■■■■■■■■■■■■■■■■
®
®
■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■
■■■■■■■■■■
■■■■\�
■■■■���■■■■■■■■■��■■■■■■■■■■■60
■■■■■■■��■a■■■■■►■■■.■■■■■■■■■■■■■■■■■■■■
40.
■■■■■■■■■■■■■■■��■■■■■■■■■■■■■■■■■■■■■■■■

EBARA SUBMERSIBLE SEWAGE PUMPS DLU
DIMENSIONS DL-410
MODEL DLU WITH QUICK DISCHARGE CONNECTOR
■APPLY TO 4inch (100mm)
29/1e(65) 393/e(1000) 29/1e(65)
I
N
115/1e(50)
G
•.`
p
N
d
Guide pipe support
N
109/ts(268) Bolt 2•s/e(M16)
5 716050)
Floor frame Manhole dimensions in
_
(Optional accessories)
floor frame installation
� 17
$
Submersible Cable
Ground (Green)
0
C
F
I
39/1e(90)
Bs/1e(180)
N �
�
—
sGP(W)
n
2-
5 1/e 12 nne(325)
1(155)
4
61/e
4-31409) Hole 17
(130)
0 711/1e 0
5(125) 1
to (195)
�o
N
L.W.L.
-
N
J
1b \ih`,LGPl
Q^
Bolt4-s/e
111280) B 1/e(205) 6112(165)
(M16)
105/e(270) 133/4(350)
Operation at low water level (L.W.L.) is limited to,30 minutes.
■DIMENSIONS : inch
f
grn,e7
—h(HOLES)
•FLANGE(ANSI 125 PSI F.F)
inch
e I
(
I t
n
h
4
1 71/2 1
9
1s/16
8
3/4
mm
5
e
f
t
n
h
100
1 191 1
229
1 23.8
8
19
PHASE
SIZE
PUMP MODEL
OUTPUT
QDC
MODEL
PUMP & MOTOR
WEIGHT
Lb
kW
HP
F
G
L
Q
T
U
PUMP
QDC
IOODW65.5
5.5
71/z
LL125
1511/16
2615116
123/8
11
311/4
211/16
316
144
100DW67.5
7.5
10
LL125
1511116
2615/16
123/6
11
31114
211/16
342
144
XQEE
4
IOODLU611
11
15
LL125
1511/16
2615/16
123/8
11
311/2
211/16
402
144
„120,
_ lLi25' _,
,167/t6!
281ie
12:tz
_. 1113/•16,'
376/16
27/B,N,
'.497:',.
100DLU618
18.5
25
LL125
171/4
295/18
121/2
125/6
371/16
27/8
578
144
IOODW622
22
1 30
1 LL125
1 171/4
1 295116
1 12 112
1 12 5/e
371/16
L 2 7/e
1 633
144
■DIMENSIONS : mm
PHASE
SIZE
PUMP MODEL
OUTPUT
QDC
MODEL
PUMP & MOTOR
WEIGHT
M�
kW
HP
F
G
L
Q
T
U
PUMP
QDC
1OODLU65.5
5.5
7112
LL125
398
685
314
280
794
69
143
65
10ODLU67.5
7.5
10
LL125
398
685
314
280
794
69
155
65
THREE
100
100DW611
11
15
LL125
398
685
314
280
800
69
182
65
IOODLU615
15
20
LL125
418
715
318
300
948
73
225
65
1OODLU618
18.5
1 25
LL125
1 438
1 745
318
320
942
73
262
65
100DLUB22
22
1 30
LL125
1 438
1 745
318
1 320
942
73
287
65
EaAR4 EBARA CORPORATION

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
August 27, 2001
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
CARL DANIELS, VICE PRESIDENT
CAROLINA WATER SERVICE, INC. OF NORTH CAROLINA
POST OFFICE BOX 240908
CHARLOTTE, NC 28224
Subject
Dear Mr. Daniels:
./ •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Pr.•_oiEwn-geiurn'' ' �OO--Ii9 r4�9s
&odge -,t- Graridfiather;lVlounta_iii
Wastewater Collection System Extension
Avery County
This is in reference to your application received October 13, 2000 for the construction and operation of the
subject wastewater collection, treatment, and/or disposal facilities.
In a letter dated January 18, 2001, you were asked by Kristin E. Miguez of the Non -Discharge Permitting
Unit to provide additional information (copy of letter attached). This information was again requested during a
telephone conversation with the consulting engineer, Martin Kocot of LandDesign, Inc. on May 14, 2001. As of
today, this information has not been received, therefore, the Division of Water Quality must return your application
and support documents as incomplete in accordance with North Carolina General Statute 143-215.1.
Please be advised that construction and/or operation of wastewater collection, treatment, and/or disposal
facilities without a valid permit is a violation of North Carolina General Statute 143-215.1 and may subject
Carolina Water Service, Inc. of North Carolina to appropriate enforcement actions in accordance with North
Carolina General Statute 143-215.6. Civil penalties of up to $10,000 per day per violation may be assessed for
failure to secure a permit required by North Carolina General Statute 143-215.1.
When you have obtained the requested information that is needed to make your application complete, you
may submit a new application package and appropriate permit processing fee.
If you have any questions or comments concerning this matter, plea" contact Kristin E. Miguez at (919)
733-5083 extension 524.
Sincerel J
Gregory J. Thorpe, Ph.D.
Eric: Application package
Additional Information Request dated January 18, 2001
cc: A h vi,1,l'e Region , 41 ce MW_ater '.ualit-y �eeet 0
LandDesign, Inc.
NDPU Return Files
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

..A
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Sherri Evans -Stanton, Acting Secretary
Kerr T. Stevens, Director
.January 18, 2001
A 4
IT
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
CARL DANIEL. VICE PRESIDENT
CAROLINA WATER SERVICE INC. OF NORTH CAROLINA
POST OFFICE BOX 240908
CHARLOTTE, NC 28224
_..,.Su, tJ.`ect: Application No. \Q094
Additional Information Request
�! Lodge at Grandfather Mountain
y l l AUG 2 9 2001 �� Wastewater Collection System Extension
__ '^+
Dear Mr. Daniel: Avery County
--
The Non -Discharge Permittin ii has conducted a preliminary review of the subject permit application.
Additional information is required before we may continue our review. Please address the following items no later
than February 19, 2001. `
The Certificate of Public Convenience and Necessity that was provided with the subject application
package indicates that Carolina Water Service Inc. of North Carolina holds the franchise to provide
v.-ater and sewer service in the Sugar Mountain subdivision. Please provide documentation from
the North Carolina Utility Commission's (NCUC) Public Staff that indicates you are also
authorized to hold the utility franchise for the Lodge at Grandfather Mountain. If a Certificate of
Public Convenience and Necessity has not been issued for Lodge at Grandfather Mountain, please
provide documentation from the NCUC's Public Staff that indicates that an application for
franchise has been received and/or that franchise approval is expected, or that the Lodge at
Grandfather Mountain is continuous to the existing Sugar Mountain subdivision franchised area_
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules and
regulations. Any oversights that occurred in the review of the subject application are still the responsibility of the
applicant. Any omissions made in responding to the above items may result in future requests for additional
info mation.
Please reference the subject permit application number when providing the requested information_ All revised and/or
additional documentation should be submitted in duplicate to my attention at the address below. Please note that
failure to provide this additional information on or before the above requested date may result in your application
being returned as incomplete.
if you have any questions regarding this request, please do not hesitate to contact me at [phone], extension
Thank you for your cooperation.
Cc: Martin Kocot. PE-LandDesim Inc.
Permit F51e WQ0019149 r=
Sincerely,
Kristin E. Miguez
Environmental Technician
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

10/19/2000 14:14 919-715-6040 DWQ NON DISCHARGE BR
PAGE 01
PROCEDURE 4 REQUEST FORM
Ashevi,Ua Regional Office, Water Quality Scctiol,
Kristin Mig"'ez
Nan -Discharge Permitting Unit
State Engineering Review Group
[phone] x524
Fax [phone]
Application County,
Applicant. , - � -0 -CL Wa
Project Name:
Rf--cei-bcr Facility: Z, S Permit ;g �2-qp�6
Flow Volume: W,k,-5V CT flo-yv Type: Y
-3 - - -Don2- project? Com 7 . es Ind.
Engineer:
—AL&V: soc no
Approval: Denial:
coramfmts:
Regional Si-c-Da-=e:
Ai:)Pli caii oil I\=b er-
conmy:
Applicant:
Project Name:
Receiving Facility:
�-�Permit Tr
Flow VOTUM8: Flow Type: ---,Do=L
SOC projf'-ct? ___yes ----DO
Approval:
Comments-
Rezimal Signature:
Denial:

LanbDesign, Inc.
Land Planning
August 25, 2000
Mr. Kim Colson
NCDENR
Division of Water Quality
2728 Capital Boulevard
Raleigh, NC 27604
RE: Lodge at Grandfather Mountain
LDI No. 5099007
Dear Mr. Colson,
Urban Design
Civil Engineering
R�CPIVPD
O ;T t � ?UVU
WATER QUALITY SECTION
_niSrhgrge Perrritfinq
Please find enclosed a completed fast -track application, fee, and requested attachments
for the Lodge at Grandfather Mountain.
Please feel free to call if you have any questions or need any additional information.
Thank You,
Marty Kocot, P.E.
LandDesign, Inc.
Enclosure
G:\5099007\docs\KC 25Aug00.doc
38 Garfield Street, Suite C, Asheville, NC 288031 Phone: [phone]; Fax: [phone]
Other Offices: Charlotte, NC Alexandria, VA Southern Pines, NC Franklin, TN High Point, NC

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(7711S FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INti'rRuc"I'IQNS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
%uhnih thi% tarim. with hems 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Wafer Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minimum, you must
include ;in 8.5" by l I" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify the location.of the project and the closest downslope
stid'ace wniers (waters 11or which you are requesting the classification) on the submitted map copy. If the facility is
located in the Nensc River Basin, also include a -copy of the soil survey map for the project location. The
rnrrespunding nun -discharge application may not be submitted until this form is completed by the
appropriate regional ufllce and included with the submittal.
I . Applicant's name (name of the municipality, corporation, individual, etc.):
_s; k CLL".N A v \ "A .
2. Name and cumplele address of applicant: C- t& a k W A-7e—y. SE Q.J..cF--- ,
Chy: State: t,,� C_ zip: 216 2 2t+ --
I'alcphonc uumbcr: t l_�► ) , 52.5 -7-CA yo Facsimile number:
:3. I' iect name (name of the subdivision, facility or establishment, etc.): TEE.
4. (.'aunty where project is located: —
5. Name(s) ul' cdosesl surface waters: c Ny 1►.- -L -1�%G R
6. River basin(%) in which the project is located: C. AT Aw%J Tn. P.
7. Tonoaranhic: man name and date: C.�a.A�v'�FPtT EGt M'r 1J , N. L t ° 0
K. Nurtlt Carolina 1'rofessiunal Engineer's seal, signature, and date:
'1'0: REGIONAI, OFFICE WATER QUALITY SUPERVISOR
i'lease provide me with the classification(s) of the surface waters, watershed(s), and appropriate river basin(s) where
these aciivitics will occur, as identified on the attached map segment:
Name(s) of surface wirers and river basin(s): L.►...." Ri v'e..C_ ,
Classificalion(s) (as established by the EMC): G _
l'ropowd classi(ication(s), if applicable: --
Itiver husin buffer rules, if applicable:
Sigrt:cuire ol'regiunal afftcc personnel: 2p,g ' %Z• Date: 7
FORM: WSCA 10/99 Page I oft

Application Number: )l _; '`-'w� 't-4 (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.): C A1R_0t_t rV (�
1('4L- pP t1L
2. Owner's or signing -official's name and title (15A NCAC 2H .0206(b)): C. Aiz1_
V\c-E IOR.tS t DEr-,1T
3. Name and complete address of applicant:l�-
trVC... Cal= sJ. L i7o 1�.yx 2"t OG OS
City: L 1-1 GL l _. oT T E State: N C_ Zip: 2 i3 2 2 Lk -
Telephone number: (1O y-) !S2.5 -7'A `i O Facsimile number: ( )
4. Project name (name of the subdivision, facility or establishment, etc.):
�QAND�RT�+�2 N/�oyrVTro.��
5. County where project is located: (N, /t—=
6. Fee submitted: $ L+ Od (See Instruction C.)
7. Name and complete address of engineering firm: L f%i--\'D 1D IV
City: State: I-� L. Zip: _2—ss O-'s
Telephone number: (82J8 2S (— 14-4-'1 Facsimile number: ($2�) 2$ \—
8. Name and affiliation of contact person who can answer questions about application:
fM 442Ttr-A V,C> ?. a - - -- l_.P.dVD'17F_=51 Qi,cV +4c. .
II. PERMIT INFORMATION:
1. Project is: ✓ new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
3. Applicant is: ✓'
public private
and the issuance date
If private, units (lots, townhomes, etc.) are: leased (Skip to item III.); sold
If sold, facilities owned by a:
M. INFORMATION ON WASTEWATER:
public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.): W2 %j rA C
Lnn�`� 204-uN 1T LoNooM1 of 1yM 3L�4�. � +�E�LT{.� Sp � .
2. Volume of wastewater generated by this project: SO. S S O gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .02190)): 2-4.6 AY:0M D urA %T,,
4. Nature of wastewater: i 0m % Domestic/Commercial; % Industrial; @ to C--?
FORM: FTA 06/00
% Other waste - specify:
Page 2 of 5

I.-
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: N_A
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: AFPRox• lSSS L.F S�CzZA�JtT`I S�v�lEtt f MNWN1Ot..ES
kwox-rdy-A A,NLr-s r 1 3VAP D0Rt—E� R OOA PP SMA-nc,,-1 w tiT,..k M\Ot_i- y roQ2.C-E
MAIN
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
��i6ZOd..t rJ !� hIAR ��%/t L ES i.ac aPc�'ta"cza
3. WWTF permit number (NC00***** or WQ00*****): W1-L; Otc1___
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.):
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
Gel
t 1+ 16
�ssS7
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? v-" Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Points
GPM @_ feet TDH
Reliability Option
Selected
1
D• O',Sa°�t
\20 —►"�M ItO• r—
ZAr\ 3'
EM
FORM: FTA 06/00 Page 3 of 5

8. Summary_ of FORCE MAIN to be permitted:
Diameter Length
(inches) (linear feet)
u i \O
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
partof the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.): -�Apss*'T , �/e�TGZp }-1
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? _Z Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IVA and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

V. CERTIFICATIONS
Professional Engineer's Certification:
l
I, I` I Gld� Iy1 KOGO+ , attest that this application for San1-6(V 4-
�odc(C �YG.Y�d-�cti I �c� �pj»Ta� ✓t has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the. applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person
who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation. _
North Carolina Professional Engineer's seal, signature, and date:
RECEIVED
OCT 13 CU4U
WA T L , QLiAL H r 6r-G F10N
Non -Discharge Permitting
Applicant's Certification:
N
SEAL
i 640
I, /Z� .xr- &e y , attest that this application for ®d4
t�^�no17, Z7JtoJ^ (ztJ, has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application
are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete. Note: In accordance with NC General Statutes
143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed "a well as civil pynalties up to $25,000 per violation.
Date:
FORM: FTA 06/00 Page 5 of 5

5rMt
NORTH CAROLINA
PUBLIC STAFF
UTILITIES COMMISSION
October 4, 1995
Carolina Water Service of N. C.
5701 Westpark Drive, Suite 101
Charlotte, North Carolina 28224
Re: Sugar Mountain
Avery County
Dear Sir:
This letter is to certify that Carolina Water Service of North Carolina
has been granted a Certificate or Public Convenience and Necessity to provide
water and sewer utility service in the above subdivision under Docket No. W-
482, Sub 1. This utility company is under the jurisdiction of and subject to
the requirements of the North Carolina Utilities Commission.
If we can be of further assistance to you, please do not hesitate to
contract this office.
Sincerely,
Andy L e, irector
Public Staff - Water Division
AL:sw
Executive Director Communications Economic Research legal Transportation
733-2435 733-2810 733-2902 733-6110 733-7766
Accounting Consumer Services Electric Natural Gas Water
733-4279 733-9277 733-2267 733-4326 733-5610
P.O. Box 29520 • Raleigh, North Carolina 27626-0520 • Fax [phone]
A. F.,...1

State of North Caro i
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CWS INC OF NORTH CAROLINA
CARL DANIELS
P O BOX 240908
CHARLOTTE NC 28224
Dear Mr. Daniels:
DNA
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 5, 2001
MAY
Subject: Permit No. WQ0018W
Grandfather
Sewer -Private
Avery County
The Division's Non -Discharge Permitting Unit has received your signed and sealed certification
with record drawings. The Division hereby accepts this certification based upon its execution and
submittal by a North Carolina Professional Engineer. Please note that the record drawings will be
forwarded to the Asheville Regional Office and have not been reviewed. If a review is conducted,
you will be notified of any non -conformity with the Minimum Design Criteria.
If it would be helpful to discuss this matter further, I would suggest that you contact the Water
Quality Regional Supervisor at the Asheville Regional Office at [phone].
Sincerely,
Thelma Williams
cc: Asheville Regional Office, Water Quality Section
Central Files
Landdesing Inc
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/10 % post -consumer paper

Permit No. WQ0018527
` June 21, 2000
ENGINEER'S CERTIFICATION
Partial —9— Final
I, Mar��h ��'as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, Ckczra,.,D : aczyk 1E2 �a cz_ , S� M-rra . �J� R. \ for the
Project Name Location and County
Permittee hereby states; that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance of this permit, the certificate of coverage, the North Carolina Gravity Sewer Minimum
Design Manual, and *other supporting materials.
North Carolina Professional Engineer's seal
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawin c" (i.e., as -constructed plans) of the wastewater collection system. This
project shall not be considered complete nor allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be considered a violation of
the permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
. 1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
The Division of Water Quality hereby
acknowledges receipt. aDd ace -tame of this Engineers
3

LanbDesi9n Inc.
August 8, 2000
Mr. Kim Colson
Permits and Engineering Unit
Division of Water Quality
Department of Environment, Health and Natural Resources
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Dear Mr. Colson:
RECEIVED
:5iti�1arge Porn ;a
RE: Sanitary Sewer Extension
Grandfather Center, Village of Sugar Mt.
Avery County, North Carolina
Permit No. W;,C��00.185�?Z
The construction of the improvements associated with the above referenced project approved under
WQ Permit No. WQ0018527, dated June 21, 2000 to Carl Daniel of Charlotte, NC 28224 has been
completed. The following Record Drawings and Engineer's Certification is herein provided:
1, Martin A. Kocot, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe periodically the construction of sewer line and appurtenances
serving the subject project located in Avery County under WQ Permit No. WQ0018527.
I state, in my professional judgment that the construction of the sewer line was observed to be
constructed within substantial compliance and intent of the approved plans and specifications.
This statement is a declaration of professional judgment. It does not constitute a warranty, or
guarantee, expressed or implied, nor does it relieve any other party of his responsibility to abide by
contract documents, applicable codes, standards, regulations and ordinances.
If there are any questions, please give me a call.
Sincerely,
Land Design, Inc.
Mart A. Kocot, P.E.
Registration No. 17640
Enclosure
cc: Hugh Fields, Fields & Co.
GA6099014\Doc\kc8Aug00. doc
38 Garfield Street, Suite C 1208 Eastchester Dr, Suite 200 1700 East Boulevard
Asheville, NC 28803-2327 High Point, NC 27265-3165 Charlotte, NC 28203-5824
828.281.1447 336.885.5785 704.376.7777
828.281.1449 FAX [phone] FAX [phone] FAX
SEAL'
i
17640
GIs,.
135 Second Avenue N, Suite 201
Franklin, TN 37064-2511
615.591.7164
615.591.9718 FAX

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
GRAVITY SEWER COLLECTION SYSTEMS PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of the Division of Water Quality Gravity Sewer Design Criteria adopted February 12,
1996.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at'all times.
4. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality (Division) accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this request
will be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall_ be scheduled so as not to interrupt service by the existing
utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the
ID
State.
6. Upon completion of construction and prior to operation of this permitted facility, a certification
and a copy of the record drawings (i.e., as constructed plans) must be received from a professional
engineer certifying that the permitted facility has been installed in accordance with the Division of
Water Quality Gravity Sewer Design Criteria adopted February 12, 1996, and other supporting
materials. If this project is to be completed in phases and partially certified, you shall retain the
responsibility to track further construction approved under the same permit, and shall provide a final
certificate of completion once the entire project has been completed. A copy of the record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Certification and one (1) copy of the "Record Drawings" to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the Record Drawings shall be maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
8. Failure to abide by the conditions and limitations contained in this general sewer permit or the
North Carolina Gravity Sewer Design Criteria may subject the Permittee to an enforcement action
by the Division, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
1

9. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
10. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828)
251-6208, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a sewer line resulting in a by-pass directly to receiving waters without treatment
of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the twenty-first day of June, 2000
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.err T. Stevens, Di r for
QQ Division of Water Quality _
By Authority of the Environmental Management Commission
Permit Number -100o z8j27

TO
FROM:
PROCEDURE 4 REQUEST FORM
Max Rarer
Asheville Regional Office,
DATE:
Water Quality Secti
Kristin MCiguez
Non -Discharge Pe-rmitting Unit
State Engineering Review Group
[phone] x524
Fax [phone]
Application Number:
Applicant: CQ�Ml tr Gl, W , -~ er &Lr f U o�
Project Name: V
Receiving Facility: CAA/% Of M C �]
Flow Volume: S GPD Floe Type: X Dom. Com. Ind,
Engineer: SOC pT0ject? yes no
Approval. Denial.:
Comments:
Regional Signature:
Applicariou dumber: _ County:
Applicant:
Project frame:
Receiving Facility: Permit #' _
Flow Volume: GPD Flow Type: _ _. Dona. Com Ind.
Encdneer. project? ro SOC
p yes no
Approval: -
Comments:
Regional Signature:
Denial:

State of North Carolina
� Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Terry B. Owens, Chairman
Carolina Water Service, Inc. of North Carolina
2335 Sanders Road
Northbrook, Illinois 60062-6196
Dear Mr. Owens:
0 47�' '0�'r
1 FA
�EHNF1
March 8, 1996 r f.
rFt_ z. MAC
P
Subject: Permit No. ,-a 63,
Carolina Water Service, Inc of North Carolina
Grandfather Center
Sewer Extension -7b //7 71
Avery County Ji/C O 0 2 D 19
In accordance with your application received October 6, 1995, we are forwarding herewith Permit
No. WQ0011637 dated March 8, 1996, to Carolina Water Service, Inc. of North Carolina for the
construction and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Car6lina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Michael D. Allen at [phone] extension 547.
cc: Avery County Health Department
Asheville Regional Office, Water Quality Section
William G. Lapsley & Associates, P.A.
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely,
}
A. Prestgi Howard, Jr., P.E.
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and. all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Pennittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (704)
251-6208, as soon as possible, but in no case more than.24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.

B
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 11, 1995
Terry B. Owens, Chairman
Carolina Water Service, Inc. of North Carolina
2335 Sanders Road
Northbrook, Illinois 60062-6196
ACW
[DEHN1=1
Subject: Application No. WoQ_00116, 7_�►
Additional Information Request
Carolina Water Service, Inc. of North Carolina
Grandfather Center Sewer Extension
Avery County
Dear Mr. Owens:
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. The following items must be addressed before we can complete our review:
1. Please explain or justify how wastewater flow was allocated (or determined) for the following
facilities in accordance with 15A NCAC 2H .0219:
Phase II - Commercial Tract
Phase H - Recreation
Phase II - Gate House
Phase I - Lowe's Food Store
Exxon/Subway
Fast Food Sites
Lodge Site #1
Lodge Site #2
2,500 GPD
1,500 GPD
240 GPD
10,000 GPD
1 EA 2,000 GPD-
3 EA @ 2,500 GPD 7,500 GPD
80 Units @ 125 GPD 10,000 GPD
100 Units @ 125 GPD 12,500 GPD
2. A mobile generator is specified in the application as the alternate power source for pump station
#1. Where is the generator located, who will be notify and how in the case of a power outage
at the pump station, who will be responsible for getting the generator to the pump Station, l:o1N
long will it take to get the generator to the pump station, and how much storage is provided in
the pump station above the high water alarm? Please answer the same questions for pump
station #2?
3. Please submit calculations for the cycle times of the proposed pump stations. After calculating
the cycle times for the subject pump stations, I found that they were in excess of 8 cycles per
hour. The problem may be found in the location of the pump on and pump off floats. The
plans show this distance as 1 foot while it appears that the detention time in the pump station as
shown on the plans was based on a 5 foot distance between pump on and pump off. Please
clarify this issue.
Refer to the subject permit application number when providing the requested information. Please
submit two (2) copies of all information to my attention at the address below. Also,
please note that failure to provide this additional information on or before November 13, 1995 will subject
your application to being returned as incomplete, in accordance with 15A NCAC 2H .0208.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

If you have any questions on this matter, please call me at [phone] ext. 547.
Sincerely,
Michael D. Allen
Environmental Engineer
State Engineering Review Group
cc: Asheville Regional Office, Water Quality
William G. Lapsley & Associates, P.A.
Permit File WQ0011637

MEM%O
�
•gyp 6
c s y
V
TO: PAVI EL -
AMMONAt- Ik)F4-m4not,3.'
I-r-) 4(1 MO 6PD, �
Vt ) Inc YOL).
DATE: I 31 ^ 1 -3
r.�
SUBJECT:'�`�
wiu— H;OL-D
IX-Waa2-
} V'yp
From:
SrA
m: North Carolina Department of Environment,
Health and Natural Resources 7��c�
� LJ� Printed on Recycled Papei

D
GRANDFATHER CENTER
WASTEWATER FLOW
The wastewater flow for the following facilities is based upon our best estimate
for future development on the project site:
Phase II
Commercial Tract (Business
Business 30 employees @ 25 gpd/emp1. 750 GPD
Fast Food Service 656 sq.ft. @ 40 gpd/15 sq.ft. 1,750 GPD
2,500 GPD
Recreation Area
Campground sites 15 sites @ 100 gpd/site
Gate House/Office 9.6 employees @ 25 gpd/empl.
Phase I
Lowe's Food Store
Exxon/Subway
Dining Area
Fast Food Sites
.Dining Area
Lodge Site #1
Lodge Site #2
20,000 sq.ft. @ 50 gpd/100 sq.ft.
750 sq.ft. @ 40 gpd/15 sq.ft.
937 sq.ft. @ 40 gpd/15 sq.ft. _
2,500 gpd x 3 ea.
83 units @ 120 GPD/unit
104 units @ 120 GPD/unit
1,500 GPD
240 GPD
10,000
GPD
2,000
GPD
7,500
GPD
10,000
GPD
12,500
GPD

��� Printed of Recycled Paper

To: State Review Group
Michael Allen
From: Forrest R. Westall,
Water Quality Regional Supervisor,
Asheville Regional Office
Date: October 16, 1995
SUBJECT: Procedure Four (4)
APN TrQ9-*11N93f State Review Group
Carolina Water Services, Inc. Review Eng. Michael Allen
Grandfather Center
Private Sewers Regional Office Contact Mike rker
Avery County
1) Name of wastewater treatment plant to receive the wastewater
Carolina Water Services Sugar Mtn. Wastewater Treatment Plant
2)
WWTP
design
capacity
0.500_
MGD
3)
NPDES
Permit
No. NC0022900
Expiration
Date 97/09/30
4) Compliance Information:
Present treatment plant performance
for previous _12_ months - beginning _94•L09_LOI_
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
143,500 GPD
domestic 114,800
industrial 28,700
other
6) Volume from previously approved projects not yet tributary to
WWTP none GPD
7) Regional Recommendations: Approval XX Denial
(Any additional comments should be attached to this form)

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Now
E3 E Y *.
i `fat, OCT I 1995 r c
i U; 7
October 6, 1995 3 E I f
MR TERRY B. OWENS
CAROLINA WATER SERVICE, INC., OF NC
2335 SANDERS ROAD
NORTHBROOK, ILLINOIS 60062
Dear MR OWENS:
SX0 e, , /y)4m -N6&O 2z%0
Subject: Application Nag%V ,`I =G3fft
Grandfather Center
Sewers -Private
Avery County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 6, 1995. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Michael Allen for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Michael Allen at [phone] extension 547. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
Please reference the above application number when leaving a message.
Sincerely,
C 1
17 D. McCaskill
Supervisor, State Engineering Review Group
cc: Asheville Regional Office
William G. Lapsley & Associates
Pollution Prevention Pays
1?.0. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(I HIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL, INFORMATION:
WOUM MOR SCF-Vi0- J, 100. of I. �i"�( CR��_10R
1. Applicant (corporation, individual, or other):
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):.
�RRy *Z , 0Weo-S
0wi t?_MwN
a
3. Mailing Address:
City: State. tJOtS Zip:
Telephone No.: ( -106 ) 4-96 — (04W
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
5. Application Date: 6. Fee Submitted: $
_feJQQ!:
7. County where project is located: Aoy, �pUKiY
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number
and issue date
4. Specify whether the applicant is public or private.
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EX', ON & PUMP STATION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
Nature of Wastewater: 90 % Domestic; 20 % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description. specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: NA
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
5. Volume of wastewater generated by this project: �gallons per day
6. Explanation of how wastewater volume was determined:
�E ►I4 alul� spa-l-
IV. DESIGN INFORMATION:
-� u
1. Brief project description: �N U-A�(4{� 6(
,Lit I--.
2. Name of wastewater treatment facility receiving wastewater:
a. Facility permit no.:
s weir -1-10E
4- (a000 L�
mcumos UJ F
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: '�DouVYS�RFAM -65w - I QFl M 13
AMOPT HOC -M0> 19,�-Efa O «R% W P%`rz- D (1
2 of 10

GRAVITY SEWER EXTL ON & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: `10 fl
Dia.
Length
Pipe C or N
Min.
(In.)
(Lin. Ft)
Material Factor
Slope %
t�
fie. ioG
3�5
Ito2c
�i 106
1310
Max. Minimum Max. Minimum
Slope % Velocity (fps) Vel.(fps) Cover (in)
t2A 210 Sco"
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
►Jo��: ��� b1P SE�iotJ �.a� el-I�ANOc�S �.. ioe Gr Ik�E�VR�1
5. Maximum sewer reach length between manholes: 2 linear feet.
6. _This sewer line segment occurs between manhole no. and manhole no.
7. Does the owner/operator have the ability to clean this length? A Yes No.
S. Sewer subject to existing or planned traffic bearing loads? O� Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: 2 feet.
10. Identify (by manhole number) those manholes that have drop connections: � A
3 of 10

GRAVITY SEWER EXTL. ON & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltmtion/exfiltration test rate: 100 GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? A Yes —'No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? *Yes —No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? A Yes _ No
13. Are manholes subject to flooding? _Yes �No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, —Yes —No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes _ No
16. Identify (by manhole number) those manholes that are vented:
17. Does this project involve any stream crossings? _ yes tno. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
4 of 10

GRAVITY SEWER EX. SION & PUMP STATION
PAGE 5 of 10 (4/'91)
V. PUMP STATION INFORMATION
1. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters:
3. Classification of closest downslope surface waters: (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
5. What size pumps are provided? GPM
6. How many pumps are provided?
7. What is the maximum capacity of the pump station? Z to o GPD
8. What is the design total dynamic head? 110 feet
9. How many pumping cycles will occur at the design flow rate? A-,O cycles per hour
10. Check if provided at pump station: 1 L
Alternate Power Source Dot o W 5i�e. (mob��e ktziC
Wet Well Vented with Screen 41
Fillets in Wet Well
Check Valves and Gate Valves 6
Security Fencing
Lockable Wet Well Cover A
Area Light 1,30
110V Electrical Convenience Outlet AK
Flood/Buoyancy Protection WA
High Water Alarm y* Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
0 Sow I" F5e Saga 2. � 2.04- � 3f� 1� .
CL
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? yes _ no VJ I A
13.. Is pump station subject to flooding? yes no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: _N/A Feet MSL
15. Are there existing or planned pump stations downstream of this station? —yes _01 no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EX' `110N & M PUP STATION
PAGE 6 (4/91)
ca?e LtmA LOM-ep Si:VOE of
TO: REGIONAL WATER QUALITY SUPERVISOR ka- Irsa. -- I-IFTSTp IDIJ k.
Q:A tJbFAT►(Efz C�t3`i�-�
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: 11� A ITR I��R �tE{Z
Classification (as established by the Environmental Management Commission): - k t - W
Proposed Classification, if applicable:
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other):
2. Name and Complete Address of Engineering Firm: MURA( 6. 0 F51-5%0 Ate. -A
�7 o . �o x 640
City: µe-1A>R6a1JV I LLC State: I-�. C zip: QJEM S
Telephone No. 104- — 0 _`13
3. Project Name: 69RiA>FAY95FZe��
4. Pump station design flow: rS IMOO GPD; (2)0 GPM C2 FA�
5. Name of closest downslope surface waters:
6. County(s) where project and surface waters are located:
7. Map name and date: ($MV flFff R- 1"t©� t �, N+C • lgri8�
8. North Carolina Professional Engineer's Registration No. "9
9. Print Name of Engineer
10. Seal and Signature (specify date):

GRAVITY SEWER E?. �{ 1SION & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each pump station) n
2. Name of closest downslope surface waters: �� ��� �L����►`"
3. Classification of closest downslope surface waters: C -� (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
5. What size pumps are provided?
2150
GPM
6. How many pumps are provided? CZ
7. What is the maximum capacity of the pump station? -12-0 ©0Q GPD
8. What is the design total dynamic head? �('02 feet
9. How many pumping cycles will occur at the design flow rate? 5 ,5 cycles per hour
10.
Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet AK
Flood/Buoyancy Protection W / A
High Water Alarm J� Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length
Pipe
High Low Minimum
Maximum Minimum
(Inches) (Linear Ft)
Material
Elevation Elevation Velocity(fps)
Vel.(fps) Cover (in)
Co&m LF
Dip
418q -4m0 M
2,2-45. ?b 10.
et ��
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? yes ak no .
13. Is pump station subject to flooding? yes . no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: A Feet MSL
15. Are there existing or planned pump stations downstream of this station? _ yes $d- no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EXT_ ON & PUMP STATION 11JO..
PAGE 6 (4/91) �►A�Ol..ItSA �IS�EiZ sEP-�'l�� DF �i�,
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters:
oo&LE T7'kVEi?_
Classification (as established by the Environmental Management Commission): C - i r o or
Proposed Classification, if applicable:
Signature of regional office personnel: / �/`�� --' Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1.
2.
3.
4.
5.
6.
7.
8.
9.
Pump station design flow: _1`, dC0 GPD;
Name of closest downslope surface waters: 0 W1 I -Le
MgOLINA CIF 00O 1_k CAROLkOR
Applicant (corporation, individual, or other):
Name and Complete Address of Engineering Firm:
W I I.Lmm C . LR?6LEY - ' V,'600 RTk ^P A 1-7.0.150x.e4&
City: KEN
Telephone No.
114A� State: N
`l n 4- - 09 7 -- 7
Project Name: 6RAN.D Iftm gFa -
GPM (ZeA�
Zip:
3
_250
F—OrEP—
County(s) where project and surface °waters are located: Win( W 007Y
Map name and date: ����1"1.1►=��i�(� N� hll lam, �� . �GR�a
North Carolina Professional Engineer's Registration No. G`61
Print Name of Engineer M w o M C-4 • WP51--tr:—,y
A91177111111//I
10. Seal and Signature (specify date):
1q (q >
-46
6 of 10

l _
GRAVITY SEWER EXTL ;ON & PUMP STATION
PAGE 9 (4/91)
Name and Complete AddressofEngineering Firm: I �-�� A A RSL� 1
'
S�.0I )Eox 15q(Q
4 J
City: 1-L Q69,501N l LLE State:
Telephone No. -io4--- cR-7 - -13
C,
Zip:
Professional Engineer's Certification:
I, W UM M 6:1 • W41F5L�`( , attest that this application for I2F_A 01: -g.C4
0_CC9 E(Z has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design. !
North Carolina Professional Engineer's Registration No.
Print Name of Engineer � L
CA
Seal and Signature (specify date
q (qq5
Applicant's Certification: "':.,";.�i�'•
Y INS , attest that th a plication for
C �A1�DFa��tz C-�t�`iEtz
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incom lie----�
­777> te 4 ��
Signature 0 r , - -� Da
$r
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRANDFATHER CENTER
WASTEWATER FLOW ALLOCATION
PHASE II - RESIDENTIAL COTTAGE COMMUNITY
COMMERCIAL TRACT
CONDOMINIUMS
12
EA
@ 360
GPD
TOWNHOUSES
16
EA
@ 240
GPD
RECREATION
SINGLE FAMILY LOTS
61
EA
@ 360
GPD
SINGLE FAMILY ATTACHED
11
EA
@ 240
GPD
GATE HOUSE
PHASE I - COMMERCIAL.CENTER
LOWE'S FOOD STORE
EXXON/SUBWAY
1
EA
FAST FOOD SITES
3
EA @
2,500 GPD
LODGE SITE #1
80
UNITS
@ 125 GPD
LODGE SITE #2
100
UNITS
@ 125 GPD
COTTAGES
20
EA @
240 GPD
TOTAL
RESERVE CAPACITY
LIFT STATION #1
BLUE RIDGE VILLAGE
EXISTING FLOW
FUTURE EXPANSION
TOTAL
LIFT STATION #2
= 2,500
GPD
= 4,320
GPD
= 3,840
GPD
= 1,500
GPD
= 21,960
GPD
= 2,640
GPD
= 240
GPD
37,000 GPD
10,000 GPD
2,000 GPD
7,500 GPD
10,000 GPD
12,500 GPD
= 4,800 GPD
46,800 GPD
83,800 GPD
16,200 GPD
100,000 GPD
15,500 GPD
28,000 GPD
43,500 GPD
143,500 GPD
WGL 8/25/95

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William G. La P sle Y &Associates P.A. JOB W
Consulting Engineers and Land Planners SHEET NO. OF
1635 Asheville Highway
Post Office BOX 546 CALCULATED BY DATE
HENDERSONVILLE, NORTH CAROLINA 28793 CHECKED BY DATE
[phone] 9 FAX [phone]
SCALE
sEu�� L-tF-rS�'r�O ��
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State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary.
A. Preston Howard, Jr., P.E., Director
September 27, 1995
MR TERRY B. OWENS
CAROLINA WATER SERVICES, INC. OF NC
2335 SANDERS ROAD
NORTHBROOK, ILLINOIS 60062-6196
Dear N dR OWENS:
Subject: Return of Incomplete Application
Grandfather Center
Sewers -Private
Avery County
In accordance with Division policy, the enclosed application package, which was received on
September 21, 1995, is being returned as incomplete.The following checked items are lacking:
-Two sets of plans/specifications signed and sealed by an N.C. Professional Engineer.
-Five sets of plans/specifications signed and sealed by an N.C. Professional Engineer.
-Two copies of all required supporting materials.
* -Appropriately completed and signed application form plus one copy.
-Letter from current permit holder requesting name change.
-A recent letter of flow acceptance (SPECIFYING FLOW) or copy of Agreement from
owner of receiving treatment facility. This letter must be included in package when
re -submitted.
,f -Operational Agreement for sewers owned by individual residents, a homeowners
association, or a developer.
-Permit application processing fee of $.
-Subsurface evaluation/soil scientist's report for surface and subsurface waste disposal
permits, including loading rate calculations.
-Waste analyses and Toxicity Characteristic Leachate Procedure (TCLP) Analysis.
-Other Items:
*Application Classification Pg. 6 for pump station #2 must be complete; also, pumping
cycles (question 9 on page 5) must be completed.
A Certificate of Convenience and Public Necessity or an Opertational Agreement is
necessary for review. This should be included with each package submittal.
After all required submittal information has been obtained, the completed application package may be
resubmitted in accordance with the submittal instructions included on the application form. Be sure to
submit all originally submitted information (and copies) along with the required additional information.
If you have any questions, please contact Michael Allen at [phone], ext. 547.
cc: shev-ille Regional:Office--.; Sincerely,
WAham G. TLapsley & Associates, P.A. `� F
SERG Return File �cCaskill,
Carolyn Supe isor
State EnRineerinR Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affdrmative Action Employer

r3
08/29%96 13: 42 r = NO.001 902
Auguot 2% 1,996
William G. Lapsley & Associates;. P.A.
Consulting Engineers and Land Plenne-ts
1635 Asheville F�J&.way
Post Office Sox 548'
Hendersonville,'North Carolina 28793
704-697-7334 '• FAX-704-697-7308.
- .wnwm,u.lspersy,PE.
Gary 4bae A P.E.
Jalm $. Tamr, P.E.
Philip WAid. L.B.A.
Mrs.-Canoiyn McCaskill
Permits. and 5ngtneering 50nah
.N.C. -DIA slon .of Ekivrronmentel management
PO Sox 29535
i2'aleigFr, NC 97625-0585
'-Gr�rndfathe;r Cerrter . - '
Avery County
'pear Ms.* McCaskill:
-Ruched for your file please find thel Engineer'e CEsrtif vc tion on the above raferenced
prbjecC. - '
Please not. that ae of TGhls date the sewer tolloation system, lift stations, and fowlsmain have been completed and tested. There are, however, rseversl flnal• p4nch lisr, items
remaining before the campleta project ie'offlcially transferred to Carolina WAUr -645rviae of
North Carolina. Inc.
Please feel free to cahtact our office if you have any questions or need additional..
informatfon.
• •S.itndenely, , , •
Ile
William G. Lapeley, P.R..
cc: Hugh F1,aides.
Carolina Water service - Charlotte
I_ddiee 5aldwln
RQbort Woody
NGDI=hA � Ass•hetvilie
��� Printed o2'Se�eir.�t PApor

08.129i 96 13: 43 / y NO. 001 903
PCrMit No. WQ0011637
March 891996
ENGTblEFR'S CERTIFrrrATlnrr�
asa duly registered Frofcssional En ineer in the State of North
Carolina, having been authorized to observe (periodically, v�O r, /w,a consnuction of the
pro*t, Ct?Awlmtw '`k` li=j� Any 4+0(ja for the
Project Name Locadon
Fermi ace hereby s at, to the best of my abilities, due care and diligence was used in the observation
of the constructio sa h the co truc ' n was observed to be built within substantial compliance and
intent of this pe i f s '6cations, and other supporting materials.
Signature Regisnudon No. Aw
fit• � r
Date
8
4

I If
"rsrw*r 4 �Yh t c:
elan f U 1 ; .. '
aMII �a
,�?shevili2 r=1� io:,c
State of North Carolina �she la, NiW h 03iG1:1TR
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
August 16, 1989
Mr. Carl Daniels
Carolina Water Service of North Carolina
PO Box 240705
Charlotte, NC 28224
R. Paul Wilms
Director
Subject: Permit No. Vim.-_Q0002:1:3�5
Carolina Water Service -5krt,, M�n
Skyleaf Mountain Village Ne-°O.'29°`�
Sewer Extension
Avery County
Dear Mr. Daniels:
In accordance with your application received July 26, 1989, we are forwarding herewith
Permit No. WQ0002136, dated August 16, 1989, to Carolina Water Service for the construction
and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded, and shall be subject
to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to request an adjudicatory hearing upon written request within 30 days
following receipt of this permit. This request must be in the form of a written petition, conforming
to Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Box 11666, Raleigh, NC 27604. Unless such demands are made this permit shall
be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need
additional information concerning this matter, please contact Mrs. Babette Mckemie at
919/733-5083.
Sincerel ,
R. Paul Wilms
cc: Avery County Health Department
Asheville Regional Office
McGill Associates
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
PERMIT
For the discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Carolina Water Service
Avery County
FOR THE
construction and operation of approximately 3,100 linear feet of 8-inch gravity sewer to serve
Skyleaf Mountain Village and the discharge of 20,000 GPD of the collected domestic wastewater
into Carolina Water Service's existing sewerage system, pursuant to the application received July 26,
1989 and in conformity with the project plan, specifications, and other supporting data subsequently
filed and approved by the Department of Natural Resources and Community Development and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance
with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Sugar Mountain
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable until such time as the permittee has requested a name
change to a new pernittee. Such a request must be accompanied by an application fee,
documentation from the new and current permittees, and other supporting data as may be
appropriate.

6. Construction of the sewers shall be so scheduled so as not to interrupt service by the
existing utilities nor result in an overflow or bypass discharge of wastewater to the
surface waters of the State.
7. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the approved plans and specifications. Mail
the certification to the Permits and Engineering Unit, P.O. Box 27687, Raleigh, NC
27611-7687.
8. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of five years from the date of issuance.
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statutes 143-215.6.
Permit issued this the 16th day of August, 1989
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R. Paul Wilms, Director
Division of Environmental Manage nt
By Authority of the Environmenta Management Commission
Permit No. fiwa
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full rime) the construction of the
project,
Project
Name or Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature
Date
Registration

QMN W
JI
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
Mr. Kenneth Deaver
Carolina Water Services
P.O. Box 4509
Columbia, SC 29169
Dear Mr.. Deaver:
September 14, 1987
R. Paul Wilms
Director
SUBJECT: R :xxi)14t�C oA -� .1.
Carolina Water. Services 5M94r-P9+-1)
Mossy Creek /1/'C00w21'9d
Sewer Collection
Avery County
In accordance with your application received August 14, 1987, we are forwarding
herewith Permit No. 15100, dated September 10, 1987, to Carolina Water Services for
the construction and operation of the subject wastewater collection system extensions.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request an adjudicatory hearing upon
written request within 30 days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter. 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, Post Office
Drawer 11666, Raleigh, North Carolina 27604. Unless such demands are made this permit
shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you. If
you need additional information concerning this matter, please contact Mrs. Babette
McKemie, telephone No. 919/733-5083, ext. 170.
cc: Avery County Health Department
Asheville Regional Supervisor
Dennis R. Ramsey
Gray Engineering
6r g1naIrS�igXJe 'Yrs ,
Arthur Mouberry
FOR. Paul Wilms
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
Carolina Water Services
Avery County
FOR THE
construction and operation of approximately 1340 linear feet of 8-inch gravity sewer
'to serve Mossy Creek and the discharge of collected domestic wastewater into Carolina
Water Service's existing sewerage system, pursuant to the application received August
14, 1987, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Natural
Resources and Community Development and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the
Carolina Water Services Sugar Mountain Wastewater Treatment Plant prior to being
discharged into the receiving stream.
5. This permit is not transferable.
6. Construction of the sewers shall be so scheduled so as not to interrupt service
by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

l�
`k
O
Permit issued this the 14th day of September, 1987.
P,,,ermt1I�Io:„15�10-,p
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed By
Arthur Mouberry
For
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

4
State of North Carolina 'sM%
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
September 16, 1986
S. Thomas Rhodes, Secretary Director
Mr. J. Barry Hennings, Authorized Agent
PS-1 Development Company
P.O. Box 1246
Mt. Airy, N.C. 27030
Subject . , rm �t N a 1Fr68;
PS-1 Development Company
Sugar Mountain Village Shopping Center
Sewer Collection System-_sD9 rn ran
Avery County 1V &,90,2 2,7o d
Dear Mr. Hennings:
In accordance with your application received August 15, 1986, we are forwarding
herewith Permit No. 13688, dated September 16, 1986, to PS-1 Development Company for the
construction and operation of ---the subject wastewater collection system extensions.
This permit shall be effective from the date of issuance until rescinded and
shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request an adjudicatory hearing upon
written request within 30 days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearing,
Post Office Drawer 11666, Raleigh, North Carolina 27604.
If you wish to have the hearing before the Hearing Officer with this
Department, you must indicate in the petition that you waive the right to have
the contested case conducted by a Hearing Officer in the office of -Administrative
Hearings, and wish to.have.the matter conducted in the Department of Natural
Resources and Community Development. Unless such.demands are made this permit
shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you.
If you have any questions or need additional information concerning this matter,
please contact Mr. Asaad Shamsi, telephone No. 919/733-5083, ext. 137.
Sincerely yours,
XPaWilms
cc: Avery County Health Department
Asheville Regional Office Pollution Prevention Pays
Charles H. Davis
P.O. Box 27697, Raleigh, North Carolina 27611-7687 Telephone [phone]
ad
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAI. RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provision of Article 21 of Chapter 143, General Statues
of North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
PS-1 Development Company
Avery County
FOR THE
construction and operation of approximately 1591 lineal feet of 8-inch gravity
sewer to serve Sugar Mountain Village Shopping Center and the discharge of
collected domestic wastewater into the Sugar Mountain Resort's Inc. existing
sewerage system,
pursuant to the application received August 15, 1986, and in conformity with
the project plans, specifications, and other supporting data, subsequently
filed and approved by the Department of Natural Resources and Community Develop
ment and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded,
and shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. Construction of the sewers shall be so scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
3. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
4. This permit is not transferable.
5. The facilities shall be properly maintained and operated at all times.
6. The Permit shall become voidable unless the agreement between the PS-1
Development Company and the Sugar Mountain Resort, Inc, for the collection
and final treatment of domestic wastewater is in full force and effect.

Permit No. 13688
Page 2
Permit issued this the 16th day of September, 1986.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/ R..Paul Wilms, Director
A, Division of Environmental Management
By the Authority of the Environmental Management Commission
. P erm t---N�6 � ' 68.81
A

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor February 20, 1986 R. Raul Wilms
S. Thomas Rhodes, Secretary Director
Mr. Perry B. Owens, President
Sugar Mountain Utilities (Utilities Inc.)
2335 Sanders Road
Northbrook, Illinois 60062
SUBJECT: r�Permatd_hio,=X`1.2.8.2.6 ,V� o� :229 D v
Sugar Mountain Utilities (Utilities Inc.)
Westridge at Sugar "The Crest"
Sewer Extension
Avery County
Dear Mr. Owens:
In accordance with your application received November 7, 1984, we are
forwarding herewith Permit No. 12826, dated February 20, 1986, to Sugar Mountain
Utilities for the.construction and operation of the subject wastewater collection
system extensions.
This permit shall be effective from the date of issuance until rescinded,
and shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing before a
hearing off icer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be con-
tended. Unless such demand is made, this permit shall be final and bindng.
One (1) set of approved plans and specifications is being forwarded to
you. If you have any questions or need additional information concerning this
matter, please contact Mr. Cecil G. Madden, telephone No. 919/733-5083, ext. 122.
Sincerely yours,
R. Paul Wilms
cc: Avery County Health Department • E _�
Mr. Dennis R. Ramsey �
Asheville Regional Office Supervisor Water Ci.a?i y Division
Parrish & Associates
CM/ ad MAR 4 1986
Pollution Prevention Pays°d Office
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Salle, Dior#h-a'r0l1
An Fnual Onnnrnhmiw Affirmative Artinn Fmnln

. y i
I
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provision of Article 21 of Chapter 143, General Statues
of North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Sugar Mountain Utilities (Utilities, Inc.)
Avery County
FOR THE
construction and operation of approximately 2579 lineal feet of 8-inch gravity
sewer to serve Westridge at Sugar "The Crest" and the discharge of collected_ domestic
wastewater into Sugar Mountain Utilities existing sewerage system,
pursuant to the application received November 7, 1984, and in conformity with
the project plans, specifications, and other supporting data, subsequently
filed and approved by the Department of Natural Resources and Community Develop-
ment and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded,
and shall be subject to the following specified conditions and limitations:
I. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. Construction of the sewers shall be so scheduled so as not tointerrupt
service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
3. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
4. This permit is not transferable.
5. The facilities shall be properly maintained and operated at all times.
6. The sewage and wastewater collected by this system shall be adequately
treated in the Elk River Wastewater Treatment Plant prior to being dis-
charged into the receiving stream.

Permit No. 12826
Page 2
Permit issued this the 20th day of February, 1986
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R. Paul Wilms, Director /
Division of Environmental Management
By Authority of the Environmental Management Commission

Er T,\lJG 28 1665
ro^ Wesferrt k ;irnai Cz.f fife
hevilla
State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
' Governor DIVISION OF ENVIRONMENTAL MANAGEMENT S. 'Thomas Rhodes Secretary
)amen G. Martin,
August 26, 1985.
Mr. David L. Owens, President
Sugar Mountain Utilities
2335 Sanders Road
Northbrook, Illinois, 60062
SUBJECT: Fercn t No��J208,2
L p0 �Z`rpr7
iA
Sugar Mountain Utilities
Mossy Creek, Block F
Sewer Collection System
Avery County
Dear Mr. Owens:
In accordance with your application received July 15, 1985, we are
forwarding herewith Permit No. 12087, dated August 26, 1985,to the Sugar
Mountain Utilities for the construction and operation of the subject
wastewater collection system extensions.
This permit shall be effective from the date of issuance until rescinded,
and shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing
before a hearing officer upon written demand to the Director within thirty
(30) days following receipt of this permit, identifying the specific issues
to be contended. Unless such demand is made, this permit shall be final
and binding.
One (1) set of approved plans and specifications is being forwarded
to you. If you have any questions or need additional information concerning
this matter, please contact Ms. Cyretha Irving, telephone number 91*9/733-
5083, extension 138.
Sincerely yours,
Original Signed By
_:.." MOUBERRY
R.:Paul Wilms
Director
cc: Avery County Health Department
Asheville Regional Supervisor
Mr. Dennis R. Ramsey
Parrish and Associates
CI /gwt P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal -Opportunity / Affirmadve Action Employer

q C EJ V D
Water Qc!ality Divi
.Sion
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION AUG 28 i5;,,�
Western Regional off.
c®
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENTASheville, North Carolina
RmLEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules
And Regulations
PERMISSION IS HEREBY GRANTED TO
Sugar Mountain Utilities
Avery County
FOR THE
construction and operation of approximately 855 linear feet of 8-inch gravity
sewer to serve Mossy Creek, Block F and to discharge collected domestic
wastewater into Sugar Mountain Utilities' existing sewerage system,
pursuant to the application received July 15, 1985, and in conformity with
the project plans, specifications and other supporting data, subsequently
filed and approved by the Department of Natural Resources and Community
Development and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded,
and shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed
in accordance with the approved plans, specifications and other supporting
data.
2. This permit is effective only with respect to the nature and volume
of wastes described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. This permit shall become voidable unless the agreement between the
Elk River Facilities and Sugar Mountain Utilities, Incorporated for
the collection and final treatment of domestic wastewater is in full
force and effect.
5. The sewage and wastewater collected by this system shall be adequately
treated in the Sugar Mountain Utilities Wastewater Treatment Plant
prior to being discharged into the receiving stream.

Permit No. 12087
® Page 2
6. This permit is not transferable.
7. Construction of the sewers shall be so scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
Permit issued this the 26th day of August, 1985.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R Original Signecl Py
A
BUR MOUE; �Y
For:
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
PermNo 142a87

State of North Carolina
Department of Natural Resources and Community Development
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor. DIVISION OF ENVIRONMENTAL MANAGEMENT S. Thomas Rhodes, Secretary
July 10, 1985
Mr. David L. Ownes, President
Sugar Mountain Utilities, Inc.
P.O. Box 337
Banner Elk, North Carolina 28604
SUBJECT: Pe_zm;t N91188'3 p 0
Sugar Mountains Utilities - NCO
Extend Sewer and Sewerage System
Avery County
Dear Mr. Ownes:
In accordance with your application received June 10, 1985, we are forwarding
herewith Permit No. 11883 dated July 10,. 1985, to the Sugar Mountain Utilities, Inc.,
for the construction and operation of the subject wastewater collection system
extensions.
This permit shall be effective from the date of issuance until rescinded and
shall -.be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable
to you, you have the.right to an adjudicatory hearing before a. hearing officer upon
written demand to. the"Director within thirty (30) days following receipt of this
permit,. identifying the specific issues to be contended. Unless such demand is made,
this permit shall he final and, binding.
One (1) set of approved plans and specifications is being forwarded to you. If
you have any questions or need additional information concerning this matter, please
contact Ms. Cyretha Irving,. telephone No. 919/733-5083, ext. 138.
Sincerely yours,.
Grb�iiP,3r �'� F
ARTHI.iR mof ;
R. Paul Wilms
Director
cc: Avery County Health Department
Davis -Martin -Powell & Associates, Inc.
Mr. Dennis R. Ramsey
Asheville Regional Supervisor
Cl/gwt
PO Box 27697, Raleigh, North Carolina 27611-7687 Telephonc 919-733-4984
An Equal Opportunity / Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, Or -Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Sugar Mountain Utilities
Avery County
FOR THE
construction and operation of approximately 350 linear feet of 8-inch gravity sewer
to serve Sugar Mountain Utilities, Incorporated, and to discharge collected domestic
wastewater into the Elk River Wastewater Treatment Plant's sewage collection system,
pursuant to the application received July 10, 1985, and in conformity with the project
Plans, specifications, and other supporting data, subsequently filed and approved
by the Department of Natural Resources and Community Development and considered a
part of this permit.
This Permit shall be effective from the date of issuance until rescinded and shall
be subject to the following specified conditions and limitations:
I. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. This permit shall become voidable unless the agreement between .County of Avery
and Sugar Mountain Utility Company for the collection and final treatment of
domestic wastewater is in full force and effect.
5. The sewage and wastewater collected by this system shall be adequately treated
in the Elk River Wastewater Treatment -Plant.prior_-.to it. being discharged --
into the receiving stream.
6.. This permit is not transferable.
7. Construction of the sewers shall be so scheduled so as not to interrupt service
by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

Permit No. 11883
Page 2
Permit issued this the loth day of July, 1985.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed By
ARTHUR MOUBERRY
Far.
R..Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

DIVISION OF
ENVIRONMENTAL
,yyTo North Carolina Department of Natural MANAGEMENT
Robert F. Helms
Resources & Community Development Director
James B. Hunt, Jr., Governor James A. Summers, Secretary Telephone [phone]
�`°""�• July 18, 1984 RECEIVED
Water Quality Division
Mr. Perry B. Owens, President
Sugar Mountain Utility Company
2335 Sanders Road
Northbrook, Illinois 60062
JUL 20 1984
Western Regional Office.
Asheville, North Carolina
SUBJECT: Perot No•F1.0�+3
Sugar Mountain Utility Company N'ca� 2 ��
Canaan Properties-Shallowford Walk
Sewer Collection System
- Avery County --- - -
Dear Mr. Sanders:
In accordance with your application received May 11, 1984, we are forwarding
herewith Permit No. 10447, dated July 18, 1984, to the Sugar Mountain Utility
Company for the construction and operation of the subject wastewater collection
system extensions.
This permit shall be effective from the date of issuance until r `-cl ed
and shall be subject to the conditions and limitations as specified tein.
If_any parts, requirements., or limitations contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be con-
tended. Unless such demand is made, this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to
you. If you have any questions or need additional information concerning this
matter, please contact Mr. Cecil G. Madden, Jr., telephone No. 919/733-5083,
ext. 119.
cc: Avery County Health Department
Mr. Hiram J. Marziano, P.E.
Mr. Forrest R. Westall
Asheville Regional Supervisor
CGM/cgc
Sincerely yours,
Original Signed By
A. PRESTON HOWAR©, 1R
For
Robert F. Helms
P. O. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION .
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P R R M T T
For the Discharge of Sewage, Industrial Wastes, or other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
Sugar Mountin Utility Company
Avery County
FOR THE
construction and operation of approximately 450 lineal feet of 8-inch gr�vity
sewer to serve Sugar Mountain Utility Company -Canaan Property and the discharge
of collected domestic wastewater into the `.Sugar Mountain` Utility Company's existing
sewerage system,
pursuant to the application received May 11, 1984, and in conformity with the
project plans, specifications, and other supporting data, subsequently filed and
approved by the Department of Natural Resources and Community Development and
considered a part of this permit.
This Permit shall be effective from the date of issuance until rescinded,
and shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. Construction of the sewers shall be so scheduled so as not to interrupt service
by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
3. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
4. The facilities shall be properly maintained and operated at all times.
5. The sewage and wastewater collection by this system shall be adequately treated
in the Sugar Mountain Utility Company Wastewater Treatment Plant prior to being
discharged into the receiving stream.

Permit No. 10447
Page Two
6. This permit shall become voidable unless the agreement between Sugar Mountain
Utility Company and Canaan Property for the collection and final treatment
of domestic wastewater is in full force and effect.
7. This permit is not transferable.
Permit issued this the 18th day of July, 1984.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed By
A. PRESTON HOWARD, JR
For
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
MP°erisit L�No^�1U4..4.7,�,

North Carolina Department of Natural
Resources &Community Development
James S Hunt. Jr., Governor Joseph W. Grlrnsley, Secretary
December 22, 1983
Mr. Robert D. Woody, Executive Vice -President
Sugar Mountain Utilities, Incorporated
Post Office Box 337
Banner Elk, North Carolina 28604
SUBJECT: "P tNca9`$2x2,
Sugar Mountain Utilities,
Mossy_Creek Condominiums
Temporary• Pump Station. and
Avery County
Dear Mr. Woody:
DIVISION OF
ENVIRONMENTAL
MANAGEMENT
Robert F. Helms
sec -
Telephone [phone]
RECEIVED
Water Quali`,, Division
DEC w3 N83
Western fie-rional Office
Asheville, North Carolina
Incorporated -i"L049�o
Force Main
In accordance with your application received October 21, 1983, we are
forwarding herewith Permit No. 9822, dated December 22, 1983, to Sugar Mountain
Utilities, Incorporated for the construction and operation of the subject
wastewater collection system extensions in the form of a. temporary pump station
and forte main.
This permit shall be effective from the date of issuance until December 31,
1984, and shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be contended.
Unless such demand is made, this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you.
If you have any questions or need additional information concerning this matter,
please contact Mr. A. R. Hagstrom, telephone No. 919/733-5083, ext. 102.
cc: Avery County Health Department
Davis -Martin -Powell and Associa es
Mr. Forrest R. Westall
Asheville Regional Supervisor Asheville
Asheville Regional Office Manager
ARH/djb
Sincerelv yours,
Robert F. Helms
POLL UTION PRE VEIVTION PA YS
P. O. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
Sugar Mountain Utilities, Incorporated
Avery County
FOR THE
construction and operation of a 20 GPM dual alternating grinder pump station with
an on -off -alarm system, securable hatch, and a vent with bug screen, and approximately
3625 lineal feet of 3-inch diameter force main to serve the Mossy Creek Condominium
Development.and the discharge of the collected domestic wastewater into the Sugar
Mountain Utilities, Incorporated's sewerage system,
pursuant to the application received October 21, 1983, and in conformity with the
project plans, specifications, and other supporting data, subsequently filed and
approved by the Department of Natural Resources and Community Development and con-
sidered a part of this permit.
This permit shall be effective from the date of issuance until December 31,
1984, and shall be subject to the following specified conditions and limitations:
I. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the
Sugar Mountain Utilities, Incorporated's Elk Creek Wastewater Treatment Plant
prior to being discharged into the receiving stream.

Perm±t No. 9822
Page Two
S. This permit is not transferable.
6. Construction of the sewers shall be so scheduled so as not to interrupt
service by the existing utilities nor result in -an overflow or bypass discharge
of wastewater to the surface water of the State.
Permit issued this the 22nd day of December, 1983.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
FORREST R.
FOR
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

North Carolina Department of Natural
Resources &Community Development
James B. Hunt, Jr., Governor Joseph W. Grimsley, Secretary
December 22, 1983
Mr. Robert D. Woody, Executive Vice -President
Sugar Mountain Utilities, Incorporated
Post Office Box 337
Banner Elk, North Carolina 28604
Dear Mr. Woody:
DIVISION OF
ENVIRONMENTAL
MANAGEMENT
Robert F. Helms
Director
Telephone [phone]
R'FcE _1 V1ED
Water C?ua!ity Division
DEC N9 1983
Western Remional Office
Asheville, North Carolina
SUBJECT: 1%
Sugar Mountain Utilities, Incorporated /'CDa -_)'2'16'
Mossy Creek Development, Phase I
Gravity Sewer Extension
Avery County
In accordance with your application received October 25, 1983, we are
forwarding herewith Permit No. 9821, dated December 22, 1983, to Sugar Mountain
Utilities, Incorporated for the construction and operation of the subject
wastewater collection system extensions.
This permit shall be effective from the date of issuance until rescinded,
and shall be.subject to the conditions and limitations as specified therein.
If any p arts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit,_ identifying the specific issues to be con-
tended. Unless such demand is made, this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you.
If you have any questions or need additional information concerning this matter,
please contact Mr. A. R. Hagstrom, telephone. -No. 919/733-5083, ext. .102.
Sincerely yours,
Origipa! �igr'�d BY, �
FORPt- T ..
Robert F. Helms
cc: Avery County Health Department
Davis -Martin -Powell and Associates, Incorporated
Mr. Forrest R. Westall J
Asheville Regional Supervisor
Asheville Regional Office Manager
ARH/djb
POLL UTION PRE VENTION PA YS
P. 0. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COM@ffSSION
DEPARTMENT.OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT::
RALEIGH
P E R M I T
For the -Discharge of-Sewage,.Industrial.Wastes, or.Other Wastes
In accordance with the provisions of Article 21.of Chapter 143, General
Statutesof North Carolina as amended,.and other applicable Laws, Rules, and
Regulations.
PERMISSION IS HEREBY GRANTED TO
Sugar Mountain Utilities, Incorporated
Avery County
FOR THE
construction and -:operation of gpproxima.tely..,`5960 _.lineal _feet of 8—inch: iameter
ravit sewer line .to serve the Mossy Creek-Development,>,.Phase Iand the discharge
of, collected' domestic .�,rastewater into the Sugar .Mountaiir:Utilities,- Inenrporated's
sewerage. system
:.
pursuant to the application received October 25, 1983, and'in conformity with "the
--project plans,., specifications, and other s.upporting.__data,,subsequently filed and
approved by the Department of Natural Resources and Community Development and =
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. -This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the
Sugar Mountain Utilities, Incorporated's-Elk Creek Wastewater Treatment Plant
prior to being discharged into the receiving stream.

�z
Permit No. 9821
Page . Two
6. Construction of the sewers shall be so scheduled so as not to interrupt service
by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface water of the State.
Permit issued this the 22nd day of December, 1983.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Origin- [Sijui d 6y
rl9fJ _
Robert 'iuelms "Director
Division of Environmental Management
By Authority of the Environmental Management Commission
ermt=='No-�9'82;1v

Q.
North Carolina Department -'of Natural
�- Resources'&Community Development
James B: Hunt, Jr., Governor Joseph W. Grimsley, Secretary
QU_
December 22, 1983
Mr. Robert D. Woody, Executive Vice -President
Sugar Mountain Utilities, Incorporated
Post Office Box 337
Banner Elk,. North Carolina 28604
SUBJECT: _%� To 982�0 k
Sugar Mountain Utilities,
Chestnut Ridge Development
Sugar Mountain Resort
Sewer Line Extension
Avery County
Dear Mr. Woody:
DIVISION OF
ENVIRONMENTAL
MANAGEMENT
Robert F. Helms
Director
Telephone [phone]
RECEIVED
M/ate,r Qu3!17y Division
DEC a9 1933
YVestern Regional Office
Asheville, North Carolina
Incorporated lVd-'19-22'700
In accordance with your application received October 21, 1983, we are
forwarding herewith Permit No. 9820,. dated December 22,-1983, to Sugar Mountain
Utilities, Incorporated for the construction and operation of the subject
wastewater collection system extensions.
This..permit shall be effective, from. the.: date..: of ;.issuance--u- r-i-l-:rescinded. _
and-'shall.be subject to the `conditions -and ,limitations-;-as:-sge:cified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to an adjudicatory.hearing before a
hearing officer upon written demand to the Director 4ithin.;thiray__(•30.)�
following receipt of this permit, identifying the sp ecific.issues tobe con-
tended. Unless such demand is made, this permit shall be.final..and-binding.
One (1) set of approved plans and specifications is being forwarded .to
you. If you have any questions or need additional information concerning this
matter, please contact Mr. A. R. Hagstrom, telephone No. 919/733-5083, ext. 102.
Sincerely yours,
�ri9iaal Signed BY
i t P.gEST Ft. WESTALL
FOR
Robert F. Helms
cc: Avery County Health Department
Davis -Martin -Powell and Associ'tes, Incorporated
Mr. Forrest R. Westall
Asheville Regional Supervisor
Asheville Regional Office Manager
ARH/djb
i
POLL UTION PREVENTION PA YS
P. O. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Afflrmotive Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH .
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other -Wastes
In accordance with the provisions of Article 21 of Chapter_ 143., General._;.,.
Statutes of North Carolina as amended, and other applicable.Laws,.,Rules..,..and.
Regulations
PERMISSION IS HEREBY GRANTED TO
Sugar Mountain Utilities, Incorporated
Avery County
FOR THE
construction and operation of approximately 1880 lineal feet of 8-inch gravity
sewed -.ripe to. serve. the. Chestnut;:.Rldge Devel"optseat' 3acated=� - he�Sugar i�fbuntaan - - -
- .Resort area -and --the discharge o=f.-the collected_domes tic was-tewater. into_ -the .Sugar.
Mountain Utilities, Incorporated sewerage system, - -
pursuant to the application received October 21, 1983.,.. nal ,in conformity with the..
project plans, specifications, and other supporting da.t,a:,,,suhs_equently filed. and _..
approved by the Department of Natural Resources and Community -Development. and
considered a part of this permit.
This permit shall be effective from the date of issuance until.rescinded,
and shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless.the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall b_e.treated. in.the....- ..
Sugar Mountain Utilities, Incorporated's Elk Creek Wastewater Treatment Plant
prior to being discharged into the receiving stream.
5. This permit is not transferable.

Permit No. 9820
Page Two
6. Construction of the sewers shall be so scheduled so as not interrupt service
by the existing utilities nor result in an overflow or.bypass discharge of
wastewater to the surface water of the State.
Permit issued this the 22nd day of December, 1983.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed By
R. WESTALL
cn o
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

~' WA.o- North Carolina Department of Natural
Resources &Community Development
�C James B. Hunt, Jr., Governor Joseph W. Grimsley, Secretary
September 9, 1983
Mr. Perry B. Owens, President
Utilities, Inc.
2335 Sanders Road
Northbrook, Illinois 60062
Dear Mr. Owens:
DIVISION OF
ENVIRONMENTAL
MANAGEMENT
Robert F. Helms
Director
Telephone [phone]
RECEIVED
Water Quality Division
SUBJECT: P,e_mtr,No=oi 7,-53_451`.
SEP 16 1983
Utilities, Inc. Western Regional Offica
Sugar Mountain Utilities, Inc.
Sewer Line Extensions ll1CDO.2zgOO Asheville, North Carolina!
Avery County
In accordance with your past and present applications and letter of request for
amendments .received April. 19, 1982, O�_Lobet 14, 1982, November 15;._.1982, . Dec;eiliatt1 22,
1983, February 3, 1983, and August 2, 1983, we are forwarding herewith Permit No. 7535R,
dated September 9, 1983, to Utilities, Inc® (Sugar Mountain Utilities) for the construc-
tion and operation of the subject wastewater collection system extensions, except no
wastewater shall be discharged into this collection sewer system until the expansion
of the Sugar Mountain Wastewater Treatment Plant has been completed and all units are
operational.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the conditions and limitations as specified therein; and shall void
Permit No. 7535, issued September 16, 1982, and Amendments 1 and.2 dated November 18,
1982, and December 6, 1982, respectively.
If any parts, requirements, or limitations contained in this permit are unaccept-
able to you, you have the right to an adjudicatory hearing before a hearing officer
upon written demand to the Director within thirty (30) days following receipt of this
permit, identifying the specific issues to be contended. Unless such demand is made,
this permit shall be final and binding. Y
One .(1) set of approved plans and specifications is being forwarded to you. If
you have any questions or need additional information concerning this matter, please
contact Mr. A. R. Hagstrom, telephone number 919/733-5083, extension 102.
Sdrlglnal- iingMys'
FORREST R. WESTALL
FOR
Robert F. Helms
cc: Avery County Health Department
Mr. Michael C. Hammack
Johnny T. Johnson & Associates /
Mr, Forrest Westall /
.Asheville Regional Supervisor
Asheville Regional Manager
POLL UTION PREVENTION PAYS
P. 0. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Actlon Employer

P
Y'
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Utilities, Inc.
Avery County
FOR THE
construction and operation of approximately 7,368 lineal feet of gravity sewer lines
consisting of approximately 7,204 lineal feet of 8-inch line, 82 lineal feet of 10-
inch line, and 82 lineal feet of 12-inch line to serve Sugar Top Condominiums, Sugar
M6LTtain Sni and Country Club and other- Sugar Mountain area de.-�Telopments and t::c dis-- -
charge of collected domestic wastewater into Sugar Mountain Utilities, Inc., sewerage
system,
pursuant to the past and present applications and letters of request for amendments
received April 19, 1982, October 14, 1982, November 15, 1982, December 22, 1982,.
February 3, 1983, and August 2, 1983, and in conformity with the project plans,
specifications, and other supporting data, subsequently filed and approved by the
Department of Natural Resources and Community Development and considered a part of
this permit.
This permit shall be effective from the date of issuance until rescinded and
shall be subject to the following specified conditions and limitations; and shall
void Permit No. 7535, issued September 16, 1982, and amendments 1 and 2 dated
November 18, 1982, and December 6, 1982, respectively:
1. This permit shall become voidable unless the facilities were and are constructed
in accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.,
4. The sewage and wastewater collected by this system shall be treated in the
Sugar Mountain Utilities, Inc. Wastewater Treatment Plant prior to being dis-
charged into the receiving stream.
5. No wastewater shall be d scharged into these collection systems until the e.-,
pansion of the Sugar Mountain Utilities, Inc. Wastewater Treatment Plant from
.2 MGD to .5 MGD has been completed and all units are operational.
6. Construction of the sewers shall be so scheduled so as not interrupt service
by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface wasters of the State.
Cont'd.

0
Permit No. 7535R
gPage 2 ~�
Permit issued this the.9th day of September, 1983.
NORTH CA�OLIdNA ENVIRONMENTAL MANAGEMENT COMMISSION
Original igne my
FO RREST R. WESTALL
FOR
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
?aerm%t I3`o- r---7- 3.5R:

DIVISION OF ENVIRONMNTAL HMAGEMENT November 18, 1982
RECEIVED
Hr. Perry B. Oat ass President Water Quality Division,
Utilities, Inc. (Sugar Mountain Utilities)
2335 Sanders Read P.80V 24
Northbrook, Illinois 60062
ili.ttea, Inc.
sugar Mountain Utilities g Ine. _ r�i C 00 9 o v
Mower Liz Extension
Avery County
Dear Mr. Ovens:
Plans aen4 a parmilt APPllcation from Util3.tles Inc. (Sugar fountain Utilities)
were reaaived October 140 iMp for the addition and relocation of sewers to serve
the Susar Mouutain Sk! slid Country Club, Phase 1. The plans have been reviewed
and found to be satisfactory..
Par ett No. 7535, dated September li, 1982, is harehy amnded to revise the
total lineal feet (L.P.) of gravity sowers from 49235 L,F, to 30868 L.F. of 8-inch
diammter pipe.
This permit awaiduent does not alter the conditions, limitations, or expira-
tion date spacif led In Permit No, 7335..
0ae (1) set of approved plazas are being forwarded to you. If you have any
question or used additional Information emcearning this matter,, please contact
H r. A. R. H agatrous telaphoae number 919/733-7120,
slum
mf �y�r
FORREST R. VIRSTALL,
FOR
Robart P.. Halms
Director
ccs Avery County Uealth Department
Lott Parrish Associates
ter.. Ray. Davis
fir. Forrest Wastall
Ashevilla Regional Manager

North Carolina Department of Natural
Resources &Community Development
James B. Hunt, Jr., Governor Joseph W. Grimsley, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. ferry B. Owens,
Utiities, Inc.
233: Sanders Road
Nortabrook, Illinois
Dear ': .r. Ovens:
President
60062
September 16, 1982
RECEIVED
Water Quality Division
SEP 21 1882
SUBJECT: Rani _*&-i-Nx>i 7 9 A Western Regional Office
Utilities, Inc. Asheville North Carolina
Sugar Mountain Utilities, Inc._NLOOZ2gov
Sewer Line Extension
Avery County
-n accordance with your application received April 19, 1982, we are
forwa.Yding herewith Permit No.. 7535, dated September 16, 1982, to Utilities,
Inc.(Sugar Mountain Utilities) for the construction and operation of
the s'ibject wastewater collection system extensions, except no wastewater
shall be discharged into this collection sewer line until the expansion
of the Sugar Mountain Wastewater Treatment Plant has been completed
and all units are operational.
This permit shall be effective from the date of issuance until rescinded,
and shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing before
a hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be con-
tended. Unless such demand is made, this permit shall be final and binding.
Oae.(1).set of approved plans and specifications is being forwarded to
you. If you have any questions or need additional information soncerning
this matter, please contact Mr. A. R. Hagstrom, telephone No..919/733-7120.
Sincerely yours,
Robert JR., fo
Director
cc: Avery County Health Department
Mr. William T. Knowles, P.E.
Mr. W. Lee Fleming, Jr.
Mr. Roy Davis r/
Asheville Regional Office Manager
P. 0. Box 27687 Raleigh, N. C. 2.7611-7687

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL. RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P ERN.I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastas
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
Utilities, Inc.
Sugar Mountain Utilities, Inc.
Avery County
FOR THE
construction and operation of approximately 4235 lineal feet of 8-inch
diameter gravity sewer line to serve Sugar Top Condominiums and other
Sugar Mountain area developments and the discharge of collected domestic
wastewater into Sugar Mountain Utilities, Inc., existing sewerage system,
pursuant to the application received April 19, 1982, and in conformity with
the project plans, specifications, and other supporting data, subsequently
filed and approved by the Department of Natural Resources and Community
Development and considered a part of this Permit.
This Permit shall be effective from the date of issuance until rescinded,
and shall be subject to the following specified conditions and limitations:
1. This Permit shall become voidable unless the facilities are
constructed in accordance with the approved plans, specifica-
tions and other supporting data.
2. This Permit is effective only with respect to the nature and
volume of wastes described in the application and other
supporting data.
3. The facilities shall be properly maintained and operated at all
times.

Permit No. 7535
Page Two
4. The sewage and wastewater collected by this system shall be
treated in the Sugar_ Moutain Utilities, Inc. Wastewater Treatment
Plant prior to being discharged into the receiving stream.
5. No wastewater shall be discharged into this collection system
until the expansion of the Sugar Mountain Utilities, Inc. Waste-
water Treatment Pl.-mt from .2 MGD to .5 MGD has been completed
and all units are operational.
6. Construction of the sewers shall be so scheduled so as not to
interrupt service by the existing utilities nor result in an
overflow or bypass discharge of wastewater to the surface waters
of the State.
Permit issued this the 16th day of September, 1982.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original C-i tn^d Eby
W. LEE FLEi���4s' G' A, for
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management
Commission
�Pe:.rmt>.No..75:A

;dmt&u
smse"m *DIM
*Ar
'sr 'NOIN39 'd I
Ag �a� tpu!RaJ�
TWOWOR nTvAvw
*Iuvw"* 4 " u *OJO
p: y
q%vmR Am" AROAV to
*lot i-al( O nos * *'Xr SftPeng on "14 *SK W04"* *"*" �+� •ilt�
VIM a W mom trow so Sams A*Atq
W* I '"Ra as poop% ► *3vm so #030mroux 4"d.Agar l%
D elp Pone at owsm"Im to Ow"'W"O avefoo, p".
O"010" E
VMS&"; saw as *111 Ott iruft peam" vmm m" 'ate *► "" Iq
ppb-e-epp-d'Al V-W ar5
a
euiloaEO g4JoN 'aliinaysy
a�a�,p leuoi�d� u�aA�aM
1661 6Z mr
• .UOISIAIa ,4!lena 1,24eM
I,qAIa:)a2I
1" *xH 2*06
"C '.SIR

2LI -% t. t
ftr the D'4char$* of Sswae$e, lmdastriai Wastes" or otb er wastes
ad thn �+aa of +#eiar#,� +eta:ati..ttatnt+�e
of morth oaroulks jw &waeded# Amd after OPUCAMA Uvef Rules.0, =4 �#�atie�ti
ticl�! 7777
.
Rae'` Usidth Corn motor
4vOry 40mey
eamotmette n and ove ratIm of ae 75 ad pwo attats m with daal #fovea utaa &Y pm*r,
#Ad * high water auk app"Xiaatell 13w un"t fect of aF-flsech Boom 'g and
aataecalettsd pff . valves, tad UWASO to save the 1*4�h Cam tstort
and the dia dmSo of collected dopestle sratttawataer jato tba SUM lk mt*U
vastisoateYr Tvoatwmt Mots
parer t to tho appucatiexs >aceeflved .*PAL 2401pol, and to eaanfondty math the
VIDJ ct Vlm*., spatificaetimm, M4 othot s g*ovtft$ duo, sabm gv4*tly i'ftiad =4
apprmd by tho jupartafti ot matursi ftsources and 'cosn witty itatvouvmt and
consida red as past eat this Pendt.
TUa pe¢Odt sb&U be, Of fiRctive from the dstc Of fts►arraMaa antil rsseladeda and
shaU be eevhje et tQ tha i'ollimInt. SV04 sd ee 4lti=w and Uv itattees s
I. This povdt sball boaaw `+vo dabl* u%Uos the fEil" tle s arse emstswteed in
w-cordaneme Frith tha rppro"A ,putt, specifitatiosss and other suppmus data.
;t. his roit Is *ff *ctflvO 441Y wIth raapseet to the #e we tad vole► of
v0stero 40stobod to the appuestion 444 other supportAng dots.
3. US fasil Utt" *k*U he p=porly saftt+ tn" and o"X*tsd at all time.
►. q'hU petwitat ee4il ha to aofteffe lee =1080 the 0greennt between n ths► Suge r
momuft sty commur and me. Michael SalEh (fir) for the coluett"
and dal treatment of dm"rAc wasuvats►r " its wl for" *U4 offset.

fol"it $0. 6720
0402
3- The swap mad wastowator colUMA4 by 040 oyotem of be &*Rust*ly
tract 4d to the Sugar Iftmteft wastavest Txoavmt pUn prift to ba"S
ascbjWS*d f4to the imodving atwowl6
60 us povidt 1* not trmstembu.
P*ndt los"d till* tb* 24a dw of J"7* lipa4.
L- P- BENTON, JR,
ftvtsloa Of lovivemm"al aft
a
dMott.U."d y ftVincomw mma"amt
IVA V 0-4�X. 0 Ldf C7, �2.t- I

T- 't
_ Sr 4- TIM, *. ;"A NM
;4z * �,
d I hunio MeAv
$can" AT
A
VP mq ftSTOG eta
solm 'assmas�"9tfl&
TTV;I.no UT T ;o w ; Town 6TT$Z, AT xp de ;G j%
. . 303 Ina '19 r TTv -T000 G OOTI ego mm suarl eta,
4uno.1 lumv
ae� #vw'
V+o,�jua�x� � aM dS
WIOMD quON `alllnagsy
Oar}}O leuolRaN u1a4sam
AT "'IxTvdi UST 91 AM
U®Isini® 1%4Ilenb ia4eM
C[aAIaDaU
foo a" -*ZVI Seoul
xa a.
urvmow zVom
VOPICOX-T 100TA "OQ e

Western Regional OtTiC6
MIvw1lorl of
Water M11-urm CoMraf
Dec -ember 9t 1971
mr. oeorg ae
,a D. llacR w Vice- prasident
Suga-v Nountalln.4 rnewporatod
P. 0. Dox 369
Banner 181k, No-rd. ir"arolim 286014"
Haag. Al 0- 0 0 :2 21 -0 0
llvawy county
Dear ",h.. NacRawow
bi aocord=we with yvdr appLization roceived Wmmbar 17.1 1971j,
we are forwar diM herewith Permit WO. 22,18s, di-Ated DOOMber 9r, 1971' tO
Sugar Mintaing luconvraUd,, kvary colaty,* for the coonstruction and
olvrat ion of approximevely Is600 lineal feet of $-inch seers to serve
the goiatheastern ewdominimv 5itesp and thz dischargre of the wastes
coUocted into the Company's endstlkg s-everage. Gy'SteM.
This motet shall be effectivo frwis the &ta of its Us-WO
=111 rzscUided, and- tw- subject to the cowl itions and limitati011c
as- spec:!,fied the -rein.
tire (1) set ok the arproved Plarts. and specificat.ow is being
realcurwd to you.
Enclosmmos
ecs mtheso% HUtz &- Asseciateslue.
1. T. P. Arl-atratV
bcc: Mr. Roy Davis
Mr. T. A. Wahab
Tffif/im
O=Oraly your
Hubbard
Assistant Director

NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOU 1&3 A&C, 71E I V E D
OFFICE OF WATER AND AIR RESOURCES Western Regional Office
Raleigh , North Carolina
P E R M I T D'ED(J' 17 1971
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
Division of
Water lPollufion Control
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
saga' Ivaauntains, Inc.
-1-Jr County
FOR THE
anwa orporation of kV'ro, :mtelly 13,60.0 lkioal- feet
of 8—kieh sz-vers to --ex-'re th,'e southeastorn cowaomimim S-1to"Is
and the dischargo of t",,- wastes 0032ected :J�nto the Comp airy ls,
eyistin see era'r System.,
in accordance with the application received 71
3.7 ------- 19----, and in conformity with
the plans, specifications, and other supporting data, all of which are filed with the, Office of
Water and Air Resources and are considered a part of this Permit.
This Permit shall be effective from the date of its issuance until --- ra-scinde'd ----------- and
shall be subject to the following specified conditions and limitations:
1. This peralt, zlla7a bf.'Com.'e, void lulless tho faxilit.-'Les ax-re
eoustructv-d in accor&nce .4th tile aIsproved plans.9 spocifications
md other spWparting data aw.31 taro cop!�leted wul placed in operation
on or baf ore . b"
1, or as Vhds date may - arranded.
2. T12is permit is effcctkura only tffth raspect to the nature and
volume of izastos described i7a �te-pjicatiojj adothor sulyport—
p
iug dwta.
3. The facilities sliall be pro-,parly mc-liftVaIM,d ari oPerated tit
y a1A times,
4. The ua-ste-vater conectod by these facilities ssbell b--,"ado-quatelY
trzate-d ki. Vaea Connpwyls eAstiq% -aastm;atcr treatment plant prior
to being discLarged into Flattop CMel:-
Permit issued this the
91111 USC12-60011 71
-------- day of ------------------- 19---•
-
Assam nt By -Director

TE -�
'Ciffice
Divi,,;.--)n of
Water Poijution Control
P. 0. Box 27687
OFFICAE OF
4 R0, AMR AID AR IMSOUI PS
se".,- 919-6291-300-3, '
Octob,or 7., .1973.
Mr. George MacRae, Vice-I'Tresident
Su,gvar Momi tain Coui'-p aAy
P - C - Box 36 -9
Bamer EA., Nort-111 Darolin-a 28604
"' C- eg-I's i4oj'l
.3-0JECT: Ttl Oin� .., -146�14 5evv'L"X'-0 :2 2q
sugar Mowitain Coppainy - A/
Avery County
Dear Mr. KawRw�so
in ,tecordzzec with your a0l licatiou dated Sept embor "'j, 1971s '40
ar$ foxwardinga herewith Permit No. 21681 ".11ted September 30, 19711, to
Sugar mountain Conrpanyv livery Countys, for the cowtruotion and operation
of approx1mate.1y 1.q 300 n; -Leal feat of sewers to serve- ' t-wuutY-s:".-I- (2`6)
condominium apartzeLitz., aid Vue discharge of the wasuls call-ect8d into
the oom,%.4 is wastivq; ivracstewator treatment plant,
ay
T "I permt shCLI be effective from the date. Of its issuancO
tEl rescinded,, amd sha-1:1 bc: subject to the cond-Itions and limitations
as specifled there -In"
one (1) set of tht, awproved plws and specifications is being -
returned to you.
V Enclosure's
ce.- indLldle- Enggineering Co.
'I T F AgIstong,
bee: 0: RSy hav , r-
Mr. T. A. Wahab
TAW/im
Sinceroly YMV'S.,
A .,.ssistant Dircetor

NORTH. CAROLINA
.�1
l�l
E
BOARD OF WATER AND AIR RESOURCES
RALEIGH
PERI+fi[IT
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21. of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules and Regulations,
PERMISSION IS HEREBY GRANTED TO
Sugar Mountain Company
Avery County
FOR THE
construction and operation of approxi.
ma.tely 1t30Q lineal feet of sewers to
serve 26 condominium apar€men.tsoand
the discharge of the wastes collected
into the Company's existing wastewater
treatment plant#
September 22
in accordance with the application dated -------------------------, and in conformity with
the plans, specifications, and other supporting data, all of which are filed with the Department of
Water and Air Resources and are considered a part of this Permit.
This Permit shall be effective from the date of its issuance until _ rescinded ---__----_-, and
shall be subject to the following specified conditions and limitations:
1, This permit shall become void unless the facilities are:
constructed in accordance with the approved plans': specifications
and other supporting data and are completed and placed in operation
on or before. January l . 1972 p or as ti�zs date a�ay be amended.
1972
2, This permit is effective only with respect to the nature and
volume of wastes described in the application and other supporting
data.
3. The facilities shall be properly maintained and operated at
all times.
4. The sewage and wastes collected by those facilities shall be
adequately treated in the S�ig4r Mountain Company's existing wastewater
treatment,p nt prior to being discharged into Bee Branchp tributary
to elk PiV.gr in the Watauga River Basin.
30TIl
Permit issued this the
l'.
ItNo. ---- -- -
EPTIZ ER 71
------ day of ------------------,19----•
B - --
y C, _ ubbard� Assi t Director
Department of Water and Air Resources

DEPARTMENT
ROBERT W.SCOTT
GOVERNOR
P. D. DAVIS
J. NELSON GIBSON. JR.
WAYNE MABRY
HUGH L. MERRITT
LEE L. POWERS
J. AARON PREVOST
W. GRADY STEVENS
IN "InvfING RZEM Tut
tits T F a'
.x Mad'10-e
Vice President
F. 01 BOY 369
`r lha V=Raes
STATE OF NORTH CAROLINA `
OF WATER AND AIR RESOURCES
GEORGE E. PICKETT. DIRECTOR
TELEPHONE [phone]
E. C. HUBBARD. ASST. DIRECTOR
TELEPHONE [phone]
RALEIGH. N. C. 27611
P. 0. BOX 27048
ti1621TXL
S. VERNON STEVENS, JR.
CHAIRMAN
P. GREER JOHNSON
VICE-CHAIRMAN
RAYMOND S. TALTON
JOSEPH E. THOMAS
GLENN M.TUCKER
H. W. WHITLEY
Divissior; o
Waler Pca lutic'n n"0j
su ar mo mtain ca-la ny -Ar z aR av
Av=y Coutety
In accordance with 1 applic�atiO dolt td i; Y 69 1 ? s Kati c—a a`' -va Tdi w
11 a 114 .t X110� G 0 di d Vla 140 1971, to t SuMountain C. anyq
piva-y 119 for t1' 0 01 nolt ` ttuct an oporald � of ro ately ;� $000
JU 1 foot o i h aa,t,i n a on type war, G-
s,ttreatment, plant moth a sludge holding teak owl Chlorination faO!Iltiass,
to sezv tie .jqa,-,K F:�ountEijn al Reaoxto and the d1sc1=g-a of the treated
Qf j into rla'Lt (*eiqk,g a tributavy in the datauga Rived min.
his xt sh�1U be �' iv fxom the de°� � � t � s�uano
June 30.v 19769 and si-la-1 be subject to the .rtd .tlons and 12m tat ons a
specilied theca n.
u () Sot $ tle pjgjs ajvj specifications awe "- retuMed.
to y �Q
Sincerely yo sy
S i • . zn g * Hoed +# . Wry an ii
be s k1r, R o P41, Davis
Rr. To' h. Wahab

NORTH CAROLINA
BOARD OF WATER AND AIR RESOURCES
R.ALMGH
is PERMIT
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21, of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules and Regulations,
PERMISSION IS HEREBY GRANTED TO
Suagaar 111c i to in Company
Ave--,y Count'y
FQR THE
Construction and operat�,oaa e�f approx tt�ate9y 89000
lineal feet of G-Inch sotmrs and a 25tOOO ,D exte-wed
aeration type wastowater treatment punt with a sludge
holding tank and chlorination facili ie; . to verve the
"'ugar sViounta n Ski Resorts and the discharge of the
treated effluent into Flattop Qn-'O €, a tributary in tile
datauga fig` av Basin,
in accordance with the application dated -_'' ,-,iy6____________, ___, and in conformity with
the plans, specifications, and other supporting data, all of which are filed with the Department of
Water and Air Resources and are considered a part of this Permit.
This Permit shall be effective from the date of its issuance until _`tune 2D9_1976and
shall be subject to the following specified conditions and limitations:
I* This pemit shall become void unless the facilities are constructed in accord-
ance with the appzoved planes sppcifications and other supporting data and are
completed and .placed in operation. on or before June 30R J9Z2, or as this data
mar be emended.
8 nis ��`emi t is effective only With respect to the nature area volume of wastes
osc bed in the app3.ication and other supporting data.
S. `1he uiastewater treatment facilities shall b properly operatod n such a
manner .a
as to effect Overall reductions in pollution ubstantial;l.y in beeping vAth
those incli:catecl � Za the applicatlon and othelIdi se to produce can effluent o-f, such
quality as to p otect the r ecc v ng ,rtat arse
s. he chlorination gar ::stltan facll ties shall be roperl.y operated to produoe a continuous
chloAne rest-66a! of not less t:han 0.5 L,1gf l in the plam, effluent after thirtt� (30)
minutes contact t :r,e at averago daily floviso
5& Reports are the operations of the facilities shall be submitted to the staff
spa"-lowth Cazol-ina Dapa ttuldnt of ikiter and OUr resources at megula«- irrteTval.s and
Y-qp;. such for and detail as may be required b`.r the. Board ar its adbli istratli vo staff,
6. The Co± 4My° i at least sex (6) months p�:ior to the e�tpiTation of this permitD shall
@.61L�' ,wit 3 4a €3 L4G:nsions upon receipt Of the-regE:x`�.st th"e Board 4ssf�l %wavl the adequacy
os the ,acrllt es Described therein and, if indicated: will extend the perralit for
zuch Period 3 time awd, iandor such. dondgtions and limai ations as de -erred }groper.
•
Permit issued this the _ P71 ------ day of _j' ` __-_ _, 1�
��
BY_= - --*-----------
• C. Hubbard9 Assistant Director
ermi:-Nod' __ Department of Water and Air Resources

STATE OF NORTH CAROLINA
DEPARTMENT OF WATER AND AIR RESOURCES
ROBERT W. SCOTT
GovERNOR
P. D. DAVIS
J. NELSON GIBSON. JR.
WAYNE MABRY
HUGH L. MERRITT
LEE L. POWERS
J. AARON PREVOST
W. GRA13Y STEVENS
GEORGE E. PICKETT. DIRECTOR
TELEPHONE [phone]
E. C. HUBBARD AssT. DIRECTOR
TELEPHONE [phone]
RALEIGH. N. C. 27611
P. 0. Box 27048
Fala-",vv Z-V
-fit P:��0-51 "j3nt
'panmq an'll'i, cavonfla,
v I
Avwy county
S. VERNON STEVENS. JR.
CHAIRMAN
P. GREER JOHNSON
VICE-CHAIRMAN
RAYMOND S. TALTON
JOSEPH E. THOMAS
GLENN M.TUCKER
H. W. WHITLEY
VV .q I "Office
M-Ap
r
Divislol'i 0"
\Nai-er R�llufion Control
in aenoordawe% ww1i yotm arpucatio ti t I- , -
Via W,70 fol-
th
t �,404, 176bro r -w-mary 260 1.9762. t, 0 Swpr
hbuntaill CW.r4Vjt10,-10 Avo:�-j r xuntlyo fox 4&4 ooiq4g�,tru�t:41,on and ek-w-atiorw of
ayvzoximtav lowo aneai- feet- 0i qutrtal somrst vgoase romoval $ys-
ter n we$ a 25,000 (�o4D* 031"ended aeratiowl t�Apo$. sewnda*--y
eff 14
Mqt With Ohldft 014a' u at n, to serve the
Slurax fkwr4lda Z&1* Rq-wrto and t'11Oharge of the into Bee Bria-w-%'r
pl, ua -1*1
11, nlliol pe n"It ahall, be erfe0tive fzim thin diate. af I Its iostvinte, until DMesimber 'It
197-5,oand whall be subjetot -to tho cork,11. .1
tulo llmltrA 0"s at sp,,001410-d therolne
yjpopn�lng p1mm, :ZOV fUtM-01 addit-ions to the , m
pw")v-sed wmst wtor trea,-
raw vt facaillt$ "%-p -anothor site 111'spe-OtIOT1 wat )X mar"ve, cwq to 1,110 10tv �j -,,,# 110
xi-emeld'ag str%=? t, � 01, In it, ,
a0t Of thO 4ppzWed 9M-0 And spflqala t" "atu,- to
on r, I
4t '4.
al
Ftrg� To F. Ai�alstrora�
be Air. 111. H. MullF,"
Ddr. 14. S. Hoffman

NORTH. CAROLINA
BOARD OF WATER, AND AIR. RESOURCES
RALEIGH
0 PERMIT
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
sugam c ibn'WU 00 howatlo 1'hw'n-1 County
FOR THE
const'-wo tors and opoxatlon of aj:44 x xi t y 1 �7 line 'A feet of
-ncoutl illfaid to �tilr�uius
0,0.1'*P $ D * oxtonaarl .aoxat on Vimet 50 1m7er Torras :ouster t
i n Ath sludgechi t, 0 air m in
gesorto and the d1schavilm 0 he off-lu nt into Ben Br a h! tri-
butary.
!Vk Rivdk- 4n the 140,-u 'River B a ins
KA
in accordance with the application dated _4 U-10a _ ���._____________, 1��__, and in conformity with
the plans, specifications, and other supporting data, all of which are filed with the Department of
Water and Air Resources and are considered a part of this Permit.
This Permit shall be effective from the date of its issuance until and
shall be subject to the following specified conditions and limitations:
is This pommit become VOWS less the" facIlitle q 40n-eft% ted in
j
f t 6,: � R� �r£a n � ; x . p
2. Th.i�-wr y is efia�Vo€ AXY V t r -spot to ale n e mid Valtur of woatf'4s
dezr'4 in tliw application and Q-thav nulvort .n i�a%
S. The uropo e? $0-CIU os, nclt c- 110 sludge bold{ "stI :l n .t ' P; ladd 0,44 operabod, dt �111 Uwe's In cuala manne'r air,
shall be to 9�t
oven--3 ! s uct w .rk P*- a to oubstantlally its keeping With thoso i= 0&1,ad in tho
€c an p w r.#p,� to o�:�w mn PfUlu nt of such qual i o �t a� ��a
receiving, eaters*
` 41■ . In he avont that. th +��u.;.v.:.�4wL�Ml bed'd t do qAai4?y o n VPOe futumv, W
5. R'opbrt4 oil the Off. -mat on oft IWhe f . l lit rag shall bt aubmitted. to the stiff d
s h t �� ia3 loam of anti JUr rtozomo.es at 1-- epla .` irr4wvals and In smeh
f and olatall as , fir Ix x0q;J#ed by 4.110 Board Or, its 4�a1 strive a "n'*
a Tta.e Coa a:. no et J a 4 six 06) ronths paAor to tAhe ex�i�� ��Ya ��" 3:�ts� T*xm.Its,
shkill a aqueat its eXtrAl.-S-10:1. Upoa x4a-&-i of UO .r€SCIuestp the .oaxd w,411 Veview the,
Mde glaa$ of tho d6s lbouxt hextin arvii, If Indicate g V 1l extend the ^ *.
nlli, for Su! rpoxiod Of Uwao and o r suen i 1+ios any 1�=ii p-ae ons as dee=--d pro -
Permit issued this the � :3__. _' day' of � s : = _, 1R '-4L
By ,
1,§1A-bzr i Assistant Director
hermit No _,_ :,r epar-tment o f W ater and Air Resources

STATE OF NORTH CAROLINA
DEPARTMENT OF WATER AND AIR RESOURCES
ROBERT W.SCOTT
GoveRmoR
P. D. DAVIS
WALTER M. FR'ANKLIN
J. NELSON GIBSON. JR.
4. M. JARRETT
WAYNE MABRY
J. EUGENIC PENLAND
J. 'AARON PREVOST
in -plying Refer To
GEORGE E. PICKER. DIRECTOR
TELEPHONE [phone]
E. C. HUBBARID ABET. DIRECTOR
TELEPHONE [phone]
P. O. Box Q392
RALEIGH. N. C. 27603
October 6, 1969
William. F. Freeman Associates
309 N. Hamilton Strae-t
High Point, North Carolina 27261
S. VERNON STEVENS. JR.
CHAIRMAN
P. GREER JOHNSON
VICE-CHAIRMAN
DR. ROBERT A. ROSS
W. GRADY STEVENS
,RAYMON'D S. TALTON
GUEN'N M. TUCKER
JR F ti .
waste Regiaml Office,
Divk-lon of
Water Pollution Control
SUBJECT: Application for Permit
Plats and Specifications
Sugar klo untain Corporation
?janner Elk, North Carolina
Avery County
Receipt Of tIes Subject Items 18 hereby aclinoxrledged and they have
been referred to our Engineering Section for reiriaTi. Their recommendations
ns
and comments v-111 be forwarded to you for resolution should this be
necessary prior to the issuance Of a Perrin.
Sincerely yours,
s,
J
T. �`. strong, Ci uez"
aicipal Waste Section
Water Pollution Control Division
m . W. 14. Apicall
A/b j

STATE OF NORTH CAROI.1NA
DEPARTMENT OF WATER ANp AIR RESOURCES
ROpgRT W. SCOTT
fjiOV¢RilOa
P. D. DAVIS
WALTER M. FRANKLI'N
J. NELSON GIBBON. JR.
J. M. JARRETT
WAYM6 MARRY
J. 'EUGENB PENLAND
J. BARON PREVOST
In Replying Refer 'dos
WP69TPA
GEORGE E. FICKETT, DIRECTOR
TC"PHONC 029•8009
E. C. HUBBARD AGST. DIRECTOR
TaLCrHONE 829.8006
P. O: pox asa2
RALRIGFi.. N. C. 27808
Xovetxlber 13 • 1969
William F. Freeman Asgtociates
Past € ffice 1802
tagh . Point , North Carolina -7261
Gentlemen:
S. VERUON STSVENS. JR.
CNAIRM►M
P. GREER JOHNSON
VICC•CH►IRMAN
DR. ROBERT A. ROBS
W. GRADY STEVENS
RAYMOND S. TALTON
GLENN M. TUCKER
Westerin Regional 'O-F--
NOV17 1969
Divisioll of
Water Paution cantrai
SUET: Review of Flans for
outfall Sewers & Wastewater
Treatment Facilities
Sugar Xiountain Ski Resort
Sugar Mountain Corporation
}fanner Elk, North Carolina
'the subJect plans have been renewed and the items shown on the
attached memorandum require further clarification,
Please review said items and resolve same with E. + �• r. @
_Chief_ of our � iu� 41 W%n 0 as so= as possible � the pes�eslit
way be issued for this jest.
Sincerely. ycvxs..
fpa�Ivt
as Sect3o�x
Water Pollution Control Division
Attachit
cc: Mr. W. E. Long, Jr.
N�tr. W, H. NU11 V
TF'A%biw