NC0076350_Regional Office Historical File Pre 2018

SOC PRIORITY PROJECT: No
To: - Permits and Engineering Unit
Water Quality Section
Attention: Charles Weaver
Date: March 8, 2000
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Iredell -
NPDES -Permit No.: NCO076350
MR0 No.: 00-17
- PART -1- GENERAL INFORMATION
.1. Facility and Address: Crescent Resources_(formally Pinnacle. Shores Development) - - - --
- 400 South Tryon Street-,-
�- Suite 1300 - -
- - - - - _ —---CliarZotte, N.C. 282017-1003
2. Date of -Investigation. March 3, 2000. -
3. Report Prepared By: Michael L. Parker,. Environ. Engr. -II
4. Person Contacted and -Telephone Number: Steve Schreiner [phone]
- - 5. Directions -to Site: Travel west from-the-jct. of-Hwy.-150 andi-77-4.5miles. The
proposed development (and WW'IP site) is located on the left (south)-side.ofHwy.150
justbeforecrossing-the Catawba River
6. Discharge Point(s), List -for all discharge Points:-- -
-Latitude: 35 °- 36' .04"
j Longitude: 80 ° 56' 24"
Attach a USGS Map Extract and indicate treatment plant site and discharge point on map.
i
USGS Quad No.: E 15 SW
7. -Site size and expansion area consistent with application: Yes. The site encompasses z
250 acres, which provides ample area for WWTP construction.
8. Topography (relationship to flood plain included): Hilly, 5-15% slopes.
9. Location of Nearest Dwelling: There are several dwellings in various phases of
construction on the peninsula where the WWTP would be constructed. The nearest
dwelling appears to be -at least 200 feet from -the proposed WWTP site.

Page Two
10. Receiving Stream or Affected Surface Waters: Catawba River (Lake Norman)
a. -Classification: WS-IV, B
b. River Basin and Subbasin No.: Catawba 030832
C. Describe receiving stream features and pertinent downstream uses: Discharge
will enter main channel of the Catawba River, which is used for both primary and
secondary -recreation and as -a source of drinking water (there is no water intake -
within 5 miles downstream of the proposed discharge point). There are- two -
permitted WWT facilities located less than 0.5 mile upstream (NC0074535 and
_-NC00749.00)._
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS -
_ 1:_ = a. , __- Volume- of Wastewater: 0.450 MGD (Design Capacity) -- __
_ - b. -- What is the current -permitted capacity_: 0-.450 MGD -
- C. Actual treatment capacity of current facility- (current design capacity): N/A
d. Date(s) and construction activities allowed by previous ATCs issued in the
previous two years: There'has been no ATC issued for this facility.
- e. Description of existing or substantially constructed-WWT facilities: There are.no - -
- - existing WWT facilities nor are any proposed -at this time.
-Description of proposed WWT facilities: At the. -time the permit was originally
issued, the permittee submitted a proposed WWTP-design which incorporates the
following WWT units: equalization, aeration (extended), clarification, tertiary
- -- - filters, disinfection,dechlorination, post aeration, effluent flow -measurement, --
- - aerated sludge holding tanks; -an -influent and effluent -pump station, and stand-by
.power. We are -unaware of any changes -to -this proposed design. - -
---Possible toxic'impactsto surface -waters: Chlorine will -be added to the waste
stream.
h. Pretreatment Program (POTWs only): Not Needed.
2. Residual handling and utilization7disposal scheme: Residuals will -be removed and
disposed of in a.yet-to-be-determined municipal WWTP.
3. Treatment Plant Classification: unknown at this time, however, based on proposed WWT
units the facility may -meet the -Class III criteria.
4. SIC Code(s): 4952 -
Wastewater .Code(s): 04, 02
5. MTU-Code(s): 06107

Page Three
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved (municipals only)? No public monies are involved.
2. Special monitoring or limitations (including toxicity) requests: None at this time.
1- Important SOC/TOC or Compliance Schedule dates: N/A
4. - Alternative Analysis Evaluation
a. Spray Irrigation: Site topography and proximity to surface waters prohibits the
use=of this site -for spray -irrigation. - - - - - -- -
__ b. Connect to regional sewer system: When: this.permit-was_originally issued there _
was no regional sewer system available to this site. Recently-, however, a WWTP -
(Hwy. 150 WWTP--NC0074900)lias been constructed less than a mile from the
existing Crescent site, which, upon expansion would -have the capability of
serving Crescent's.property as well as_adjoining:properties. -(See-Part IV)
C. Subsurface..:Subsequent-to the -issuance _of the -original permit, -Crescent chose to - _-
construct thee-Piinnacle Shores development using subsurface disposal (septic
- tanks, LPP systems)_as their wastewater disposal -option: Based=on a review-ofthe_
original soils evaluation performed on this site, a portion of the Crescent property
-may -not support any type of subsurface -disposal due to the density- and type
- - - -- -- (commercial) of development proposed. There are no plans to construct.a WWTP -
- - - - - at this.time:.(See-Part IV). -- - - - - -
-- PART .IV-- EVALUATION AND RECOMMENDATIONS
Crescent Resources (CR) has requested that the subject Permit be renewed. There have
been no WWT-facilities constructed since:the Permit was originally issued nor are any proposed
at this time. Crescent's original intent for this permit was not only to serve their proposed
- Pinnacle -Shores (PS) development, but to serve other -Crescent land in the vicinity, and
potentially other adjacent properties not owned by Crescent. Since the majority of the residential
I portion of this site has been developed, Crescent's immediate need -for wastewater -disposal has
somewhat diminished. We (WQ staff). haveeven been told by speculative NPDES permit
applicants on the Catawba County side of Lake Norman that Crescent has. even offered to sell the
i subject permit to interested parties that may be contemplating amain stem discharge to Lake
Norman.

Page Four
Subsequent to the original issuance of this permit, Crescent made a decision to install
subsurface disposal systems for the residential portion of the PS development in lieu of
constructing a WWTP. This decision resulted in larger lot sizes necessary to accommodate the
area required for subsurface system installation. With the residential lots utilizing subsurface
disposal, this left an estimated 0.054 MGD of proposed commercial wastewater flow expected
from -the remaining PS -property (based on Crescent's original wastewater flow estimates for PS's
residential and commercial sites). There is no documented timetable available for when Crescent
plans to initiate the commercial development on this property.
It should be pointed out that a WWTP permitted to Mid -South Water Systems (MSWS)
exists=less than a mile from -the Crescent property that could serve the remaining portion of
_ Crescent'-s_property._. The permitted_name of this facilify_is-NC.Hwy_. 1-50/Knotts Landing WWTP
_ - NC0074900. The WWTP has a permitted flow of 0.300 MGD. An ATC has been issued to
MSWS and a 0.100 MGD WWTP has-been -constructed; -however, -a paperwork error between
Duke.Power-and FERC -granting the.easement-for-the WWTP"-s outfall-line into Lake Norman
has temporarily delayed MSWS from fully activating this facility. Approval of this easement
from the FERC is expected in the near future. The Hwy. 150/Knotts Landing WWTP has been
constructed in alocation that Will allow it -to -eventually serve -the Hwy. 1.50 corridor from SR
1303 (Perth -Church Road) all the way to the NC Highway -150 bridge over Lake Norman.
Various commercial and residential wastewater -sources along the highway'. s corridor will
eventually be connected to this facility, including the wastewater currently tributary to an existing
WWTP owned by. heater Utilities, which serves .the Pier 16 Marina (NC0074535) and other
- - --commercial establishments adjacent to Crescent's PS development. Since the MRO files
document numerous effluent violations at -the Pier 16 Marina WWTP, the elimination of this
- WWTP is also recommended. The Pier 16-WWTP'site would-be converted to a pump station
and all wastewater would be pumped back to the Hwy. -150/Knotts Landing plant. It is also our
understanding from -phone conversations with Carroll Weber, -President, Mid -South Water
Systems, that MSWS plans :to sell the Hwy. 150/Knotts Landing WWT-P to Heater Utilities once
FERC .approval of the outfall easement has been obtained -and -the plant -is fully operational.
It should also be noted that in the past few months there has been considerable public
concern regarding the Hwy. 150/Knotts Landing WWTP, especially from the Catawba River
Keeper. The River Keeper.is generally opposed to main stem discharges to Lake Norman from
small privately operated WWTPs, and is focusing on regionalization by counties which border
the Lake. Unfortunately, these border counties, with the exception of Catawba, Lincoln, and
Mecklenburg County, generally have no real interest in constructing or operating -a "regional"
WWTP. Furthermore, even though the Town of Mooresville has extended municipal sewer as
far -as SR 1303, they have no plans (according to a phone conversation with the Town's engineer)
to extend sewer further out Hwy. 150 so that it would be available to the Crescent property, nor is
there any guarantee that sufficient capacity would be available in the Town's existing lines to
adequately serve Crescent's property.

Page Five
-This Office recommends that Crescent's request for reissuance of the subject permit be
denied. Upon full operation of the NC Hwy. 150/Knotts Landing W v TP, sufficient wastewater
capacity to accept and treat the estimated 0.054 MGD expected from Crescent's remaining PS
development should be available.
— -- - - - = Signature of -Report Preparer -Date _
Water Quality Rego al Supervisor- _ _ _-_ Date_
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
)F'A
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IN. CDENR
'.t`jOfj^aT,'GG.AR0,-1 1L A DEPARTMENT OF
ENYRONN�EN N� NATYRAL RESOURCES
January 11, 2000
Mr. Stephen M. Schreiner
Crescent Resources, Inc.
400 South Tryon Street, Suite 1300
Charlotte, North Carolina 28201-1003
Dear Mr. Schreiner:
t, Ml9/ 19 2000
'��'V�i`Sq or
� jAi!
a 1 ,,.
Subject: NPDES Permit Renewal Application
Permit NCO076350
Crescent Resources
Iredell County
The NPDES Unit received your permit renewal application on January 7, 2000. Thank you
for submitting this package.
The permit renewal for this facility will be assigned to a member of the NPDES Unit staff.
That staff member will contact you if further information is needed to complete the permit
renewal. Please note that the NPDES Unit has several vacant positions. This staff shortage has
lasted for over a year and is delaying all permit renewals. Our remaining permit writers are
currently reviewing Authorizations to Construct, speculative limit requests, major permit
modifications and 201 plan updates ahead of permit renewals. This is necessary due to a variety
of factors, including mandatory deadlines in the statutes which govern our program.
If this staff shortage delays reissuance of NC0076350, the existing requirements in your
permit will remain in effect until the permit is renewed (or the Division takes other action). We
appreciate your patience and understanding while we operate with a severely depleted staff. If you
have any additional questions concerning renewal of the subject permit, please contact me at
[phone], extension 511.
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
cc: Moores�'� e egional Oaff ce11
, Waiter Quality Section
NPDES File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 511 (fax) 919 733-0719
VISIT us ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES [e-mail]

NPDES PERMIT APPLICATION - SNORT FORM C
For maufacturing or commercial facilities with a discharge < 1 MGD (or WTPs)
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
North Carolina NPDES Permit Number NC00 76350
Please. print or type
1. Applicant and facility producing discharge
A. Name Crescent Resources, Inc.
B. Mailing address of applicant:
1. Street address 400 South Tryon Street Suite 1300
2. City Charlotte 3. County Mecklenburg
4. State North Carolina 5. Zip Code 28201
C. Location of facility:
1. Street NC-150 @ Lake Norman
2. City 3. County Iredell
4. State 5. Zip Code
D. Telephone Number ( )
E.. Fax Number ( )
F. e-mail address
2. Standard Industrial Classification (SIC) code(s): NA
3. Number of employees: NA
4. Principal product(s) produced: NA.
Principal raw material(s) consumed: NA
5. Principal process(es): NA
6. Amount of principal product produced or raw material consumed
(List specific amounts consumed and/or units of oroduction)
Product Produced or Raw Material Consumed
(AVERAGE)
Product Produced or Raw Material Consumed
(PEAK)
per Day
per Month
NA
per Year
NA
7. (a) Check here if discharge occurs all year ® , or
(b) Circle the month(s) in which discharge occurs: January February March April
May June July August September October November December
(c) Days per week discharge occurs: 7
NOTE: If the facility has separate discharge points (outfalls) or multiple industrial processes, include a schematic diagram
of wastewater flow at the facility.
i
Page 1 of 2 Version -6-99

P
NPDES PERMIT APPLICATION - SNORT FORM C
For maufacturing or commercial facilities with a discharge <1 MGD (or WTPs)
8. Types of wastewater discharged to surface waters only (check as applicable).
Discharge per operating day
Flow
(GALLONS PER OPERATING DAY)
Volume treated before discharging
(PERCENT)
Sanitary - daily average
450,000
100
0o ing water, etc. - daily average
Process water - daily average
Maximum per operating day for
total discharge (all types)
9. If any of the types of wastewater identified in item 8 (either treated or untreated) are discharged to places
other than surface waters, record the amount(s) discharged below:
NA
A. Municipal sewer system and
B. Underground well and
C. Septic tank and
D. Evaporation lagoon or pond gpd
E. Other, specify and
10. Number of separate discharge points: one
11. Name of receiving stream(s): Catawba River/Lake Norman
12. Does your discharge contain or is it possible for your discharge to contain one or more of the following
substances added as a result of your operations, activities, or processes? Circle all that apply:
aluminum ammonia beryllium cadmium chromium chlorine (residual)
copper cyanide lead mercury nickel oil and grease
phenols selenium zinc None of the above
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.
Steve Schreiner Vice President
Printe o Signing Title
North CaroNZKeral ute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in any
application, r or , report, plan, or other document files or required to be maintained under Article 21 or regulations of the Environmental Management
Commission mplementin at Article, or who falsifies, tampers with, or knowingly renders inaccurate any recording or monitoring device or method
required to b 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 $10,000, 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 $10,000 or imprisonment not more than 5 years, or both, for a similar offense.)
Page 2 of 2 Version —6-99

State of North Carolina
Department of Environment,
Health and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor.
Jonathan B. Howes, Secretary
Linda Diane Long, Regional Manager.
1DEHNR
DIVISION OF ENVIRONMENTAL'MANAGEMENT
June 6, 1995
Mr. Gilbert D. Stephenson
Crescent Resources, Inc.
Post Office Box 1003
Charlotte, North Carolina 28201
Subject: NPDES Permit No. NCO076350
Pinnacle Shores WWTP
Iredell County, NC
Dear Mr. Stephenson:
Our records indicate that NPDES Permit No. 'NC0076350 was
issued on May 30, 1995 for the discharge of wastewater to the
surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and
the liabilities in the event of failure to comply with the terms
and conditions of the Permit. If you have not already done so, it
is suggested that you thoroughly read the Permit. Of particular
importance is Page.4.
Page 4 sets forth the effluent limitations and monitoring
requirements for your discharge(s). Your discharges) must not
exceed any of the limitations set forth. The section headed
"Monitoring. Requirements" describes the measurement frequencies,
sample types and sampling locations. Upon commencement of your
discharge (or operation), you must initiate the required
monitoring. The monitoring results must be entered on the
reporting forms furnished to you by.this Agency. If you have not
received these forms, they should be arriving shortly. If you fail
to receive the forms, _please contact this Office as quickly as
possible. I have enclosed a sample of the "Effluent" reporting
form (DEM Form MR-1), plus instructions for completing the form.
It is imperative that all applicable parts be completed, and the
original and one copy be submitted as required.
The remaining Parts of the Permit set forth definitions,
general conditions and special conditions applicable, to the
operation of wastewater treatment facilities and/or discharge(s).
The conditions include special reporting requirements in the event
of noncompliance, bypasses, treatment unit/process failures, etc.
Also addressed are requirements for a certified wastewater
treatment plant operator if you are operating wastewater treatment
919 North Main Street, Mooresville, North Carolina 28115 Telephone 704=663-1699 FAX [phone]
A6 Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Mr. Gilbert D. Stephenson
June 6, 1995
Page Two
facilities. Any changes in operation of wastewater treatment
facilities, quantity and type of wastewater being treated or
discharged, expansions and/or upgrading of wastewater treatment
facilities must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES
Permit subjects' the Permittee to enforcement action pursuant to
Section 143-215.6 of the North Carolina General Statutes. A civil
penalty of up to $10,000 per violation (and/or criminal penalties)
may be assessed for such violations. If you find at any time that
you are unable to comply with the terms and conditions of the
Permit, you should contact this Office immediately. A Consent
Order may be necessary while pursuing action to obtain compliance.
As a final note, an NPDES Permit is normally -issued for a
five-year period. Permits are not automatically renewed. Renewal
requests must be submitted to this Agency no later than 180 days
prior to expiration. Please make note of the expiration date of
your Permit. - This date is set forth on Page 1 of the Permit. Also
note that NPDES Permits are not transferable. If you, as the
Permittee, cease to need this Permit, then you should request that
the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you.of the importance of your NPDES Permit. Please read the
Permit and contact this Office at 704/663-1699 in Mooresville if
you have any questions or need clarification. We look forward to
providing any assistance.
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG:s1

{ YState of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
SJonathan 8. Howes, ,Secretary
L A. Preston Howard, Jr., P.E., Director
I
I
Mr. Gilbert D. Stephenson
P.O. Box 1003
Charlotte, North Carolina 28201
Dear Mr. Stephenson:
g41
F=l
N.C. nkp I'. 6&
ENVIRONMENT, HEALTH,
May 30, 1995 & NATURAL RESOURCES
JUN 2' 1995
Subject: NPDES Permit IssuanceDIVISION OF. ENVIRONMENTAL MANAGEMENT
Permit No. NCO076350 �OOOESVILLE REGIONAL OFFICE
Crescent Resources, Inc.
Iredell County Q /J .,-) 0,
In accordance with the application for a discharge permit, the Division is forwarding herewith the
subject NPDES 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 US Environmental
Protection Agency dated December 6, 1983.
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, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is
made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part H, E.4. addresses the requirements to be
followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirements to obtain other permits which maybe required by
the Division of Environmental Management or permits required by the Division of Land Resources,
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 Mr. Greg Nizich at telephone
number [phone], extension 541.
SincereI t
Original �ign+�d By
David A. Goodrich
A. Preston Howard, Jr., P.E.
cc: Central Files
Mooresville Regional Office
rRoosevelt Childress, EPA
Permits and Engineering Unit
Facilities Assessment Unit
Operator Training and Certification Unit
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

ENVIRONMENT. HEALTH,
.r & NATURAL RESOURCES
JUN 1995
DIVIS1011 OF ENVIRONMENTAL MANAGEMENT Permit No. NC0076350
MOORESVILLE REGIONAL OFFICE
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
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,
Crescent Resources, Inc. .
is hereby authorized to discharge wastewater from a facility located at
Pinnacle Shores Development
N.C. Highway 150
Lake Norman
Iredell County
to receiving waters designated as the Catawba River (Lake Norman) in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective July 1, 1995
This permit and authorization to discharge shall expire at midnight on June 30, 2000
Signed this day, May 30, 1995
Original Signed By
®avid A. Goodrich
J
A. Preston Howard, Jr., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0076350
SUPPLEMENT TO PERMIT COVER SHEET
Crescent Resources, Inc.
is hereby authorized to:
1. Enter into a contract for construction of a wastewater treatment facility, and
2. Make an outlet into Catawba River. (Lake Norman), and
3. After receiving an Authorization to Construct from the Division of Environmental
Management, construct and operate a 0.450 MGD wastewater treatment facility located at
Pinnacle Shores Development, N.C. Highway 150, Iredell County (See Part III of this
Permit), and
4.- Discharge from said treatment works at the location specified on the attached map into
Catawba River (Lake Norman) which is classified class WS-IV and B, CA waters in the
Catawba River Basin.

A. (). EFFLUENT LIMITATIONS' AND MONITORING REQUIREMENTS FINAL
Permit No. NCO076350
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as
specified below:
,
Effluent Characteristic Discharge Limitation:
Monitoring
Regulrements
Measurement
Sample
*Sample
Monthly Avg Weekly Avg. Daily Max
Freauencv
Ty"
Location
Flow 0.450 MGD
Continuous
Recording
I or E
BOD, 5 day, 200C 15.0 mg/I 22.5 mg/I
3/Week
Composite
E
Total Suspended Residue 30.0 mg/I 45.0 mg/I
3/Week
Composite
E
NH3 as N 4.0 mg/I
3/Week
Composite
E
Dissolved Oxygen"
3/Week
Grab
E
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml
3/Week
Grab
E
Total Residual Chlorine 28.0 µg/I
3/Week
Grab
E
Temperature
3/Week
Grab
E
Total Nitrogen (NO2 + NO3 + TKN)
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
* Sample locations: E - Effluent, I - Influent
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
The pH'shall not be less than 6.0 standard units nor greater than 9.0 standard units -and shall be
monitored 3/week
at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

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PART I
Section B. Schedule of Compliance
1. The. permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below..
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
"existing facilities at optimum efficiency.
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3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.
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Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITION
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
Means the Division of Environmental Management, Department of Environment, Health and
Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Actor "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33
US C 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are sampled
and measured, divided by the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by the number of days
the tests were reported. The limitation is identified as "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during
a calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge. This limitation is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found
,each day of the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the permit.

Part II
Page 2 of 14
6. Concentration Measuremen
a. The "average monthly concentration," other than for fecal coliform bacteria, is the. sum of
the concentrations of alldaily,discharges sampled and/or measured during a calendar month
on which daily discharges are sampled and measured; divided by the number of daily
discharges sampled and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to,the concentration of a.
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average monthly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar, month: This limitation is identified as "Monthly Average" under "Other Limits" in
Part .I of- the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week (arithmetic mean of
the daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted by
-flow value) of all the samples collected during that calendar day. The average weekly count
for fecal coliform bacteria is the geometric mean of the counts for samples collected during
a calendar week. This limitation is. identified as "Weekly Average" under "Other Limits" in
Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar.day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as
"Daily Maximum" under "Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the
concentrations.of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such year (arithmetic mean of the daily .
concentration values). The daily concentration value is. equal to the concentration of a
composite .sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during. that calendar day. The average yearly .count for
fecal coliform bacteria is the geometric mean of the counts- for samples collected during a
calendar year. This limitation is identified as "Annual Average" under "Other Limits" in
Part I of the permit.
e.. The "daily average concentration" (for dissolved oxygen) is the minimum'allowable amount
i of dissolved oxygen required to be available in the effluent prior to- discharge averaged
over'a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the
sample is considered to .be the "daily average concentration" for the discharge. It is
identified as "daily average" in the text of Part I.
f. The "quarterly average concentration". is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March, April through June, July.through September, and October through December.

Part II,.
Page 3 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the'arithmetic mean of the total daily flows recorded
during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling,
when both the sample and flow will be representative of the total discharge..
c. A "continuous flow measurement" is a measure of discharge flow from the facility which
occurs continually 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.
8. Types of Sam>l lu
a. Composite Sample: A composite sample shall consist of:
(1) 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
(2) 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 present gallon interval between sample
collection fixed at no greater than 1/24 of the expected total daily flow at the treatment
system,: or
(3) a single, continuous sample collected over a 24 hourperiod proportional w the rate of
flow.
In accordance with (1) above, the time interval between influent -grab samples shall be no
greater than once per hour, and the time interval. between effluent grab samples shall be no
greater 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 time
intervals evenly spaced- over the 24 hour period which are equal in number of hours to the
detention time of the system in number of days. However; in no case may the time interval
between.effluent grab samples be greater than six (6) hours nor the number of samples less
than four (4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time, not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set -of values is the summation of the
individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of
the individual values where N is equal to the number of individual values. The geometric
mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual
values. For purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1).

Part II
Page 4 of 14
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows.
10. Calendar Day.
A calendar day is defined as 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.:
A hazardous substance means .any substance designated under 40 CFR Part 116 pursuant to
Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
SECTION B. GENERAL CONDMONS
1. Duty to Comply
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.
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 a permit condition is subject to
a civil penalty not to exceed $25,000 per day for each violation. Any person who
negligently violates any permit condition is subject to criminal penalties of $2,500 to
$25,000 per day of violation, or imprisonment for not more. than 1 year, or both. Any
person who knowingly violates permit conditions 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. Also,
any person who violates a permit condition may be assessed an administrative penalty not
to exceed $10,000 per violation with the maximum amount not to exceed $125,000. [Ref:
Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)]
c. Under state law,, a civil penalty of not more than ten thousand dollars ($10,000) 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. [Ref: North Carolina General Statutes
§ 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
section 301, 302, 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 4.02 of the
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.

Part II
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Penalties for Class II 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.
The permittee.shall take all reasonable steps to minimize 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.
3. Civil and Criminal Liabili
Except as provided. in permit conditions on "Bypassing" (Part H, C-4) and "Power Failures"
(Part II, 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, thepermittee 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 asz fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
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.
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. Severability
The provisions of this permit are severable, and 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.
L-M• • • •__9014
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 to be kept by this permit.

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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.
10. E2Wiration 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 143-21.5.6 and 33 USC 1251 et. seq.
11. SSiignatoryReauiremen
All applications, reports, or information submitted to the Permit Issuing Authority shall be
signed and certified.
a. All permit applications shallbe 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
employing more than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if 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.
b. _ .All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described 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.

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c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
'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 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 Action
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.
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. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The
exclusive. authority to operate this facility arises under this permit. The authority to operate the
facility under previously issued permits bearing this number is no longer effective. ) The
conditions, requirements, .terms, and provisions of this permit authorizing discharge under the
National Pollutant Discharge Elimination System govern discharges from this facility.
�.1.1•, -�. *Nrsl •
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities.
Such operator must hold a certification of the grade 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 any
grade to comply with the conditions of Title _ 15A, Chapter 8A .0202. The ORC of the facility
must visit each Class I facility at least weekly and each Class II, III, and IV facility at least
daily; excluding weekends .and holidays, and must properly manage and document daily
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 shall submit a letter to the
Certification Commission which designates the operator in responsible charge within thirty
days after the wastewater treatment facilities are50% complete.

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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 operation of back-up or auxiliary facilities or similar systems which are
installed by a permittee only -when the operation is necessary to achieve compliance with the
conditions of the permit.
c . MMM-Yino rt�
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.
4. Bypassing of Treatment Facilities
a. Definitions
(1) 'Bypass" means 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.
(2) "Severe property damage" means 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 does not mean economic loss caused by
delays in production.
b. Bypass not exceeding limitations.
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 c: and d. of this section.
c. Notice
(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 affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II, E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass 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

Part II
Page 9 of 14
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 c. of this section.
(2) The Permit Issuing Authority mayapprove an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determinesthat it will meet the three
conditions listed above in Paragraph d. (1) of this section.
5. upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include noncompliance
to the extent caused by operational error, improperly designed treatment facilities,
inadequate treatment facilities, lack of preventive maintenance, or careless or improper
operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with
such technology based permit effluent limitations if the requirements of paragraph c. 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.
c. Conditions necessary fora 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) (B) of this
permit.
(4) The permittee complied with any remedial measures required under Part II, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof..
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. The permittee shall comply with all existing federal

S' .
Part II
Page 10 of 14
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 Part 503. The permittee shall comply with applicable 40 CFR Part 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 DEM
Regulation, Title 15A, North Carolina Administrative Code, Subchapter 211, .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.
• • e) 014 1 Z I LN I N e=
.1. 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
which 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.
Monitoring results obtained during the previous month(s) shall be summarized for each month
and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1,1.1, 2,
3) or alternative forms approved by the Director, DEM, postmarked no later than the 30th day
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:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
91 ro., u . - -
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 are 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

Part II
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discharge volumes. Once -through condenser cooling water flow which is 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..
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 Federal Water
Pollution Control Act, as Amended, and Regulation 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.
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 Tam ring
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.
• ' -. 47, •
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 and all original strip
chart recordings for continuous monitoring instrumentation, copies of all reports require&.by
this permit,. 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.
7. Recording Results
For each measurement or. sample taken pursuant to the requirements of thi's permit, the
permittee shall record the following information:
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.

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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 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 Clean Water Act, any substances or parameters at any
location.
• ' 9 0 Mi ' •
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. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one. of the criteria for determining
whether a facility is a new source in 40 CFR Part 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 which are subject neither to
effluent limitations in the permit,,nor to notification requirements under 40 CFR Part 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 alternation, 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 in the permitted
facility or, activity which may result in noncompliance with permit requirements.

Part II
Page 13 of 14
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director
may require modification or revocation and reissuance of the permittee and incorporate such
other requirements as may be necessary under the Clean Water Act. '
5. _ Monitoring Reorts
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.
D. 2 of this permit) 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 the permit, using
test procedures specified in Part II; D. 4. of this permit or in the case of sludge use or
disposal, approved under 40 CFR 503, or as specified in this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger 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.
b. The following shall be included as information which must be reported- within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2) Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under,
paragraph b. above of this condition if the oral report has been received within 24 hours. .
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.

Part 11
Page 14 of 14
8. Other Information
Where the permittee becomes aware that it failed tosubmit 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.'
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
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 5 days following first knowledge of the occurrence.
FIMMMM � • a••
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 of Environmental Management. 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.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statements
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 $10,000 per
violation, or by.imprisonment for not more than two years per violation, or by both.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until
Final Plans and Specifications have been submitted to the Division of Environmental
Management,and written approval and Authorization to Construct has been issued.
a.• •� &• •
The permittee shall, upon written notice from the Director of the Division of Environmental
Management, conduct groundwater monitoring as may be required to determine the
compliance of this NPDES permitted facility with the current groundwater standards.
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:
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 ug/1);
(2)Two hundred micrograms per liter (200 ug/1) for acrolein and acrylonitrile; five
hundred micrograms per liter (500 ug/1) for 2.4-dinitrophenol*and for 2-methyl-4.6-
dinitrophenol; and one milligram per liter (l mg/1) for antimony;
(3) Five (5) 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 ug/1);
(2) One milligram per liter (1 mg/1) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the
permit application.
D. �uirement to Continually Evaluate Alternatives to Wastewater Discharges
J.
The permittee shall continually 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
sixty (60) days of notification by the Division.

Part III
Permit No. NCO076350
E. Toxicity Reopener
This permit shall be modified, or revoked and reissued to incorporate toxicity limitations and
monitoring requirements in the event toxicity testing or other studies conducted on the effluent or
receiving stream indicate that detrimental effects may be expected in the receiving stream as a result
of this discharge.
F. If this facility is built in phases, .plans and specifications for the next phase shall be submitted
when the flow to the existing units reaches 80% of the design capacity of the facilities on line. At
no time may the flow tributary to the facility exceed the design capacity of the existing units.
G. The outfall line shall be extended into the Main Chanel of Lake Norman.
H. Nutrient Control
This permit may be modified, or revoked and reissued to include an effluent limitation on nutrients
for this discharge depending upon the following:
1. The findings of a study by the Division of Environmental Management determine nutrient
control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.
11

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(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)(4) may cause this Division to initiate action to
revoke the permit.

Permit No. NCO076350
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
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,
Crescent Resources, Inc.
is hereby authorized to discharge wastewater from a facility located at
Pinnacle Shores Development
N.C. Highway 150
Lake Norman
Iredell County
to receiving waters designated as the Catawba River (Lake Norman) in the Catawba River Basin
I in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
' Parts I, II, and III hereof.
This permit shall become effective
This permit and authorization to discharge shall expire at midnight on June 30, 2000
Signed this day
A. Presto , Jr., Director
Division o nmental Management
By Authority f the Environmental Management Commission

Permit No. NC0076350
SUPPLEMENT TO PERMIT COVER SHEET
Crescent Resources, Inc.
is hereby authorized to:
1. Enter into a contract for construction of a wastewater treatment facility, and
2. Make an outlet into Catawba River (Lake Norman), and
3. After receiving an Authorization to Construct from the Division of Environmental
Management, construct and operate a 0.450 MGD wastewater treatment facility located at
Pinnacle Shores Development, N.C. Highway 150, Iredell County (See Part III of this
Permit), and
4. Discharge from said treatment works at the location specified on the attached map into
Catawba River (Lake Norman) which is classified class WS-IV and B, CA waters in the
Catawba River Basin.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO076350
During the -period beginning owthe effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below: .
Effluent Characteristic
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric. mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Discharge Limitations
Monthly Ava Weekly Avg. Daily Max
0.450 MGD
15.0 mg/I 22.5 mg/I
30.0 mg/I 45.0 mg/I
4.0 mg/I
200.0 /100 ml
* Sample locations: E - Effluent, I - Influent
400.0 /100 ml
28.0 µg/I.
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
Monitoring
Requlrementc
Measurement
Sample
*Sample.
Frequency
Type
Location
Continuous
Recording
I or E
3/Week
Composite
E
3/Week
. Composite
E
3/Week
Composite
E
3/Week
Grab
E
3/Week
Grab
E
3/Week
Grab,
E
3/Week
Grab
E
Quarterly
Composite
E
Quarterly
Composite
E
The pH shall not. be less than 6.0. `standard units nor greater than 9.0 standard units and shall be monitored 3/week at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit No. NCO076350
., E. Toxicity Reopener
This permit shall be modified, or revoked and reissued to incorporate toxicity limitations and
monitoring requirements in the event toxicity testing or other studies conducted on the effluent or
receiving stream indicate that detrimental effects may be expected in the receiving stream as a result
of this discharge.
F. If this facility is built in phases, plans and specifications for the next phase shall be submitted
when the flow to the existing units reaches 80% of the design capacity of the facilities on line. At
no time may the flow tributary to the facility exceed the design capacity of the existing units.
G. The outfall line shall be extended into the Main Chanel of Lake Norman.
H. Nutrient Control
This permit may be modified, or revoked and reissued to include an effluent limitation on nutrients
for this discharge depending upon the following:
1. The findings of a study by the Division of Environmental Management determine nutrient
control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.

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
i
F
Mr. Dale Stewart
Land Design Engineering Services Inc.
1700 East Boulevard
Charlotte, NC 28203
Dear Mr. Stewart:
November 3.0, 1994
E: >EF =1
N.C. DEPT. OF
ENVIRONMENT, HEALTH,
& NATURAL RESOURCES
D CC 5 1994
DIVISION OF EIIVIRMIENTAL ii,I IIOGEMENT
MOORESVILLE IIEGIONHL OFFICE
Subject: NPDES Permit Renewal
NPDES Permit # NCO076350
Pinnacle Shores
Iredell County
The following answers are in response to your letter of October 17, 1994:
• Reissuance schedule -The effective date for the reissued permit is scheduled to be July 1, 1995. The
permit's public notice date would be late March to early April, 1995 to meet this schedule.
i S�� • Changes in limits - DEM policy requires that a total residual chlorine limit be implemented for all new
or expanding facilities. Such a limit (probably 28 ug/1) will be included in the new permit. The
monitoring frequencies for all parameters presently specifi fed as "daily" would change to 'Tweek" in
i?y accordance with current regulations. Although the wasteload allocation has not been completed, no
changes are anticipated to the current permit limits.
• Authorization to Construct - The Division would accept and, upon approval, issue an ATC.
Dechlorination facilities should be provided if the effluent is chlorinated for disinfection.
• Problems with continuation of permit - None are apparent at this time. Any public opposition would
probably not be known until Notice of Intent to renew the permit is published next year.
If you have any questions, please call me at 919-733-5083.
Sincerely,
�y
Gregory.S. N` 'ch, Environmental Engineer
NPDES Permits Unit
cc: Mooresville Regional Office ,/
Permit File
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

SOC PRIORITY PROJECT: No
To: Permits and Engineering Unit
Water Quality Section
Attention: Greg Nizich -
Date: March 21, 1994
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Iredell
NPDES Permit No.: NC0076350
MRO No.: 94-83
PART I - GENERAL INFORMATION
1. Facility and Address: Pinnacle Shores Development
2
3.
4
5,
6
7.
8.
a
c/o Crescent Resources, Inc.
Post Office Box 1003
Charlotte, N.C. 28201-1003
Date of Investigation: March 18, 1994
Report Prepared By: Michael L. Parker, Environ. Engr. II
Person Contacted and Telephone Number: Dale Stewart, P.E.
[phone].
Directions to Site: Travel west from the jct. of Hwy. 150
and I-77 x 4.5 miles. The proposed development (and WWTP
site) is located on the left (south) side of Hwy. 150 just
before crossing the Catawba River
Discharge Point(s), List for all discharge Points: -
Latitude: 35` 36' 04"
Longitude: 80° 56' 24"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: E 15 SW
Site size and expansion area consistent with application:
Yes. The site encompasses ti 250 acres, which provides ample
area for WWTP construction.
Topography (relationship to flood plain included): Hilly,
5-15% slopes.
Location of Nearest Dwelling: There are no dwellings
presently constructed on the site.

Page Two
10. Receiving Stream or Affected Surface Waters: Catawba River
(Lake Norman)
a. Classification: WS-IV, B
b. River Basin and Subbasin No.: Catawba 030832
C. Describe receiving stream features and pertinent
downstream uses: Discharge will enter main channel of
the Catawba River, which is used for both primary and
secondary recreation and as a source of drinking water
(there is no water intake within 5 miles downstream of
the proposed discharge point)..There is one permitted
facility located less than 0.5 mile upstream
(NC0074535).
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume- of Wastewater: 0.450 MGD (Design Capacity)
b. What is the current permitted capacity: 0.450 MGD
C. Actual treatment capacity of current facility (current
design capacity): N/A
d. Date(s) and construction activities allowed by previous
ATCs issued in the previous two years: N/A
e. Description of existing or substantially constructed
WWT facilities: There are no existing WWT facilities.
f. Description of proposed WWT facilities: The permittee
has submitted a proposed WWTP design which incorporates
the following WWT units: equalization, aeration
(extended), clarification, tertiary filters,
disinfection, dechlorination, post aeration, effluent
flow measurement, aerated sludge holding tanks, an
influent and effluent pump station, and stand-by power.
9. Possible toxic impacts to surface waters: None
i expected.
h. Pretreatment Program (POTWs only): Not Needed.
I
2. Residual handling and utilization/disposal scheme: Residuals
will be removed and disposed of in a municipal WWTP.
3. Treatment Plant Classification: Less than 5 points; no
rating (include rating sheet). Class III (based on proposed
WWT units).
4. SIC Code(s): 4952
Wastewater Code(s): 04, 02
5. MTU Code(s): 06107

Page Three
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only)?
No
2. Specialmonitoring or limitations (including toxicity)
requests: None at this time.
3. Important SOC/JOC or Compliance Schedule dates: N/A
4. Alternative Analysis Evaluation
a. Spray Irrigation: Site topography and proximity to
surface waters prohibits the use of this site for spray
irrigation.
b. Connect to regional sewer system: There is no regional
sewer system presently available to the site nor is one
planned in the foreseeable future.
C. Subsurface: There has not been an extensive evaluation
of this site as to it's suitability for the use of
subsurface disposal systems. A review of existing soils
information was conducted by the applicant and a
determination was made that the majority of the site
would not support ground absorption WWT systems.
Residential densities proposed for this site would make
individual septic tank systems impractical.
PART IV - EVALUATION AND RECOMMENDATIONS
Crescent Resources (CR).requests that the subject Permit be
reissued for a proposed residential and commercial development on
Lake'Norman. The WWT facilities proposed by CR appear to be
suitable to comply with the limitations as contained in the
Permit. Any changes and/or modifications to the proposed
components will be addressed prior to the issuance of the ATC.
In the past few months there has been considerable public
opposition to this and other CR developments planned for the Lake
Norman area with wastewater disposal being�a large part of the
opposition's primary focus. Based on existing site constraints,
it appears that the decision to construct a WWT facility is the
best option until a connection to a regional POTW is available.
CR's proposed development is not expected -to generate the
0.450 MGD flow as contained in the Permit. The additional flow
was added by CR anticipating a need by adjacent property owners
who may want to utilize available treatment capacity. There has
also been some consideration as to the possibility of connecting
the existing discharge from the Pier 16 Marina (NC0074535) into
the proposed WWT facility. Such a connection would be encouraged
by this Office.

Page Four
Pending receipt of the WLA, it is recommended that the
Permit be renewed as requested.
r
Signature 01IR9,vort Preparer Date
Water Quality P_ ional Supervisor Date

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(TROUTMAN) 506
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RATING SCALE FOR CLASSIFICATION OF FACILITIES
Name of Plant:
Owner or Contact Person: G, % Fn d e-tjre,J �T ,-
Mailing Address:_ 0.1 dox 100 3
Cl A-Ah-;,r. w •C. 2�zal- ioo3
County: Telephone:
NPDES Permit No. NC00 *350 Nondisc: Per. No.
IssueDate: Expiration Date:
Existing Facility New Facility es�
Rated By:��i�,Vr_R Date: 9er0 z
Reviewed (Train. & Cert.) Reg. Office
Reviewed (Train. & Cert.) Central Office
ORC Grade
r �M POINTS
ITEM
' POIf
(1) Industrial Pretreatment Units and/or
(4) PRIMARYTREATMENT UNITS
Industrial Pretreatment Program
(a)
Septic Tank (see definition no. 43) ............. .
(see`delinition No. 33)
4
(b)
Imhoff Tank . .
12) D SI +N FLOW OF PLANT IN GPD
(c)
• . . . .
Primary Clarifiers .
(not applicable to non•conlaminaled cooling
(d)
Seilling Ponds of Settling Tanks *for Inorganic
waters, sludge handling facilities for water
Non -toxic Materials (sludge handling facilities
purification plants, totally closed cycle
for water purification plants, sand, gravel,
systems (del. No. 11). and facilities
stone,, and other mining operations except
consisting only of Item (4) (d) or Items (4) (d)
recreational activities such as gem or gold
and (11) (d))
mining)
0 » 20,000 ...........................
.
1
. .. .
(5) SECONDARY TREATMENT UNITS
20.001 -• 50.000.................. . ...
2
(a)
Carbonaceous Stage
50.001 100.000 ..........................
100.001 250,000
3
(i)Aeration - High Purity Oxygen System . 2
..........................
250.001 •• 500.000 ...................... ..- .
4
©
Diffused Air System . . .
500.001-•1,000,000 ..........................
a
Mechanical Air System (fixed,
1.00D.001 •. 2,000,000 ........................
10
floating or rotor) . .
2.000.001 (and up) - rate 1 point additional for each
Separate Sludge Reaeration
(ii) Trickling Filler
200,000 gpd capacity up to a
High Rate . • . . • .
maximum of 30
Standard Rate
Packed Tower ...............
Design Flow (gpd) �i D �i�
`Y J
(tii) Biological Aerated Filter or Aerated
Biological Filler ...................... 1
(iv) Aerated Lagoons ..................... . 1
(v) Rotating Biological Conlactors .......... 1
,(3) PRELIMINARY UNITS (see definition no. 32) �
(vi) Sand Filters -
(a) Bar Screens ................................
1
intermittent biological .....
or
recirculating biological .... .
(b) Mechanical Screens, Static Screens or
Comminuting
(vii) Stabilization Lagoons ...................
(viii)Clarilier
Devices
2
. , , , . C
(e) Grit Removal,�•�-�,�•
(ix) Single stage system for combined
, • • • • ...
or
I
carbonaceous removal of SOD and
(d) Mechanical or Aerated Grit Removal ..........
2
nitrogenous removal by nitrification
•
(e) Flow Measuring Device .......................
I
(see del. No. 12) (Points for this item
or
have to be in addition to items (5) (a)
(1) Instrumented Flow Measurement
(i) through (S) (a) (v"ui) ................. E
...............
(g) Priaeralion .. , .............................
2
(x) Nutrient additions to enhance SOD
(h) Unguent Flow Equalization
removal. c
(xi) Biological Culture ('Super •Bugs'). addition
.
'' '' '''''''to
V
() Grsase or t '
Oi Separators - Gravity ....••
enhance organic compound removal ..
Mechanical ..........
3
Dissolved AirFlotation.
ii1Prechlorinalion
8
..............................
S

clot N�.�w.�s s�•��a
(i) Aeration - High Purity Oxygen System .....
Diffused Air System . . .
Mechanical Air System (fixed,
toiling, or rotor) ..... ......
Saparale Sludge Reaeration .....
(Ii) Trickling -Filter -
High Rate . .......... .
Standard Rate ............
Packed Tower..... ......
(Ili) Biological Aerated Fitter or Aerated
Biological Filler .... ................... .
(iv) Rotating Biological Contactors ........... .
(v) Sand Filler -
intermittent biological ........
recirculating biological ........
(vi) Clarifier ................................
(6) TERTIARY OR ADVANCED TREATMENT UNIT
(a) Activated Carbons Beds -
without carbon regeneration ...................
with carbon regeneration ............ .. .
(b) Powdered or Granular Activated Carbon Feed -
without carbon regeneration .. ............. .
with carbon regeneration ...................
(c) Air Stripping ............................ .
(d) Denitrification Process (separate process) .... .
(e) Electrodialysis ...............................
(1) Foam Separation ... ....................... .
(g) ton Exchange ................................
(h) Land Application, of Treated Effluent
(see definition no. 22b) (not applicable for
sand, gravel, stone and other similar mining
operations)
'(i) on agriculturally managed sites (See del.
No. 4)............. ...............
Vi) by high rate infiltration on non -agriculturally
managed sites (includes rotary distributors
and siFWdar fixed nozzle systems) ...........
(iii) by subsurface disposal (includes low pressun
pipe systems and gravity systems except at
plants consisting of septic tank and nitrifica-
Non Tines only) ..........................: .
(I) Microscreens......................
U) Phosphorus Removal by Biological Processes
(See def. No. 26) ......... ...... ........ .
(k) Polishing Ponds - without aeration .. . .
with aeration ...........
(1) Post Aeration - cascade ..............
diffused or mechanical .. .
(m) Reverse Osmosis . .... ...........:...... .
(n) Sand -or Mixed -Media Fillers -low rate ...........
high rate ..........
(o) Treatment processes for removal of metal or
cyanide..... .... ............... .....
(p) Treatment processes for removal of toxic
materials other than metal or cyanide .........
(7) SLUDGE TREATMENT
(a) Sludge Digestion Tank - Healed .................
Aerobic . ............ .
Unheated . ... . .
(b) Sludge Stabilizalion'(chemical or thermal) .... .
(e) Sludge Drying Beds - Gravity .. .......... .
Vacuum Assisted .......
(d) Sludge Elutrialion .... ................
(e) Sludge Conditioner (chemical or tharntat) .........
(1) Sludge Thickener (gravity) ................
(8) Dissolved Air Flotation Unit
(not applicable to a unit rates as (3). (i) .........
IN Sludge Gas Utilization (including gas storage) .
20
10
e
3
7
5.
5
10
10
2
3
5
5
15
5
15
5
10
5
5
5
10
4
5
20
2
5
3
2
D
(I) * Sludge Holding Tank - Aerated ......
% Non -aerated . :
U) 4
Sludge Incinerator • {not including activated
carbon regeneration) .. 10
(k) Vacuum Filter, Centrifuge or Filler Press or other
similar dewatering devices .................... 10
(8) SLUDGE DISPOSAL (indtxft incinerated ash)
(a) Lagoons . .2
(b) Land Application (surface and subsurface)
(see definition 22a) -
✓where the facility holds the land app. permit ... 1 p
-by contracting to a land application operator who
holds the land application permit ... . .. . . . . . . . . 2
-land application of sludge by a contractor who' does
not hold the permit for the wastewater treatment
facility where the sludge is generated ......... 10
(c) Landfilled (burial) .. 5
(9) DISINFECTION
(a) Chlorination ................... ..
(b) Dechlorinalion ........................
(c) Ozone...... ........................ 5
(d) Radiation . .. 5
(10) CHEMICAL ADDITION SYSTEM (S)(Seedefinition No. 9)
(not applicable to chemical additions rated as item
(3) 0). (5) (a) (xi). (6) (a). (6) (b). (7) (b). (7) (e).
(9) (a), (9) (b), or (9) (c) 5 points each: List:
.....
5
..
5
...
5
MISCELLANEOUS
...
UNITS
5
(a)
Holding Ponds, Holding Tanks or Settling Ponds
for Organic or Toxic Materials including wastes
from mining operations containing nitrogen and/or
phosphorous compounds in amounts significantly
greater than is common for domestic wastewater .......... 4
(b)
Effluent Flow Equalization (not applicable to storage
basins which are inherent in land application systems). 2
(c)
Stage Discharge (not applicable to storage basins
(d)
inherent in land application systems .. ................................
....
..
(e)
Stand -By Power Supply............................. 3
.....»._»........»._»:_.»_.
(f)
Thermal Pollution Control Device .... »... ».................. ...............
3
TOTAL POINTS -
CLASSIFICATION
15 Class I.__...».».......»..» ...... ............... ..... _... 5 - 25 Points
Class II ..... _...»......_.».............................. 26. 50 Points
15 Class III..._»...».» _.„. 51- 65 Points
Class IV....».__»».» 66- Up Points
Facilities having a rating of one through four points, inclusive,
10 do not require a certified operator. Classification bf all other
5 facilities requires a comparable grade operator in responsible
3 charge.
5
2 Facilities having an activated sludge process will be assigned
5 a minimum classification of Class 11.
5
5 'Facilities having treatment processes for the removal of metal
.5 or cyanide will be assigned a minimum classification of Class II.
6 Facilities having treatment processes for the biological removal
2 of phosphorus will be assigned a minimum classification of Class,
111.

State of North Carolina LT
Department of Environment, W PFA
Health and Natural Resources 4
Division of Environmental Management N.C. DEPT. OF
ENVIRONMENT, HEW
James B. Hunt; J� , Governor*A
NATuxAL RESOv
Jonathan B. Howes, Secretary C) E
A. Preston Howard, Jr., P.E., Director MAR I's 1994,
If
1
1
Crescent Resources, Inc.
PO Box 1003
Charlotte, NC 26201-1003
D S(QN Of ERVIRah-MENTAL MANAGERPi
0lJIlESVltEE 8EGlONAL 9E1G /
V
VVV
March 15,1994
Subject: NPDES Permit Application
NPDES Permit No . N00076350
Pinnacle Shores Development
Dear Mr. Stephenson Iredell Count y
This is to acknowledge receipt of the following documents on March 15, 1994:
Application Form
Engineering Proposal (for proposed control facilities),
Request for permit renewal,
Application Processing Fee of $250.00,
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other ,
The items checked below are needed before review can begin:
Application Form ,
Engineering proposal (see attachment),
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
Other
1
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 60% recycled/ 10% post -consumer paper

If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete.
This application has been assigned to Greg Nizich
(919/733-5083) of our Permits Unit for review. You W111 be advised or any
comments recommendations, questions or other information necessary for the
review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge. If you have any questions regarding this applications,
please contact the review person listed above.
Sincerely,
� �Cole�n H . Sullins, P.E.
Mooresville Regional Office
A

11 DESCRIPTION OF PROPOSED DEVELOPMENT
A. . General
The general location of the Pinnacle Shores and Brawley Peninsula Projects is shown
on a Vicinity Map included as Figure 1. Both areas are located on Lake Norman in
southern Iredell County with extensive lake frontage, otherwise the sites are unique
with substantially different acreages and land characteristics. There is no existing
development nor housing on either tract and both tracts are wholly owned by Crescent
Resources, Inc.
Master Plans of each site have been developed and served as the basis for filing the
respective rezoning petitions. Zoning in existence is significantly different for each site
and the - rezoning petitions thus request changes to current zoning based on the
proposed Master Plans.
Neither site is presently served, nor adjacent to, any existing public utility service area.
There are no known wells or other potable water supply, septic systems or other
waste treatment systems in existence on either site.
B. Pinnacle Shores Site
The Pinnacle Shores Site consists of 250.46 acres. Within this acreage is also
included 5.09 acres leased to the Queen's Landing Development, which is already
zoned for the current business use and is not a part of the rezoning petition.
A commercially zoned parcel (G-B) of 14.87. acres on the south side of NC 150 is
proposed for continued designation for commercial use, but under a new zoning (C-B).
Crescent proposes to develop 415 single family lots in the Peninsula Shores project.
No other development is proposed on the site.
-2-

C. Brawley School Road Peninsula
Crescent presently owns extensive acreage along the Brawley School Road corridor
heading south toward the Mecklenburg/lredell County boundary. From the County line
northward to, and 'along Chuckwood and McKendry Roads, Crescent proposes to
utilize approximately 1,955 acres for a major new, master planned, golf course
community. A substantial portion of this acreage is presently zoned industrial (1-2) and
the rezoning petition requests down -zoning to residential use.
The proposed master plan calls for development of two commercial sites totalling 64.4
acres, and a golf course and clubhouse on 167.5 acres. Residential single family lots
are proposed on 1,298.9 acres with a total of 2144 units. In addition to the golf
course, over 52 acres of undeveloped common open space are provide for in the
Master Plan.
-3-

FIGURE 11
FINAL PUMP STATION
\\ FROM COLLECTION
SYSTEM
FLOW DIVERSION STATION
FLAW EQUALIZATION -
-
00
°
I
pp
STANDBY POWER
I
GENERATOR
I
I ¢I
I
I
Z
p,
AERATION BASINS
.I
-
wl
a
(E%TENDED AERATION ACTIVATED
SLUDGE "BIOLOGICAL TREATMENT)
alyl
O
I
i
vl
al
WASTE. SLUDGE TO OFF SITE
I
a
ml
ul
TREATMENT
WASTE SLUDGE TO
a
I
OFF SITE TREATMENT
U
I
\
AERATED SLUDGE HOLDING
TANKS'
I
l
U.
/
I
ISOLIDS
SETTLING
I
ICLARIFIERS
L_
I
oo
_
DUAL MEDIA FILTRATION
00
DISINFECTION
(CHLORINATION)
DECHLORINATION
POST AERATION AND
EMERGENCY STORAGE
EFFLUENT FLOW
MEASUREMENT B SAMPLING
SAMPLINGS MONITORING MANHOLE
EFFLUENT PUMP STATION
PUMPED DISCHARGE TO
MAIN CHANNEL OF
LAKE NORMAN
11
PINNACLE SHORES TYPICAL
k
CRESCENTTREATMENT Lc�nbDe51fRESOURCES, INC. CHARLOTTE, N.C. PROCESS
{ k
9 FLOW SCHEMATIC Engineering Services, Inc...
i
1700 East Boulevard Charlotte. NC 28203

F
NTRTH CAROLINA DEPT: OF -NATURAL RE'SOURCES',AND COMMUNITY
ENVIRONMENTAL MANAGEMENT COM7MISSI'N
NATIONAL POLLUTANT DISCHARGE ELIMINATION'SYSTEM
APPLICATION FOR' PERMIT TO DISCHARGE - SHORT FORM -
To To be filed only by services, wholesale and retail trade, "
and other commercial establishments including vessels / "
DEVELOPMENT
FOR
AGENCY
USE
Do not attempt to complete this form without reading the accompanying instructions
Please print or type
APPLICATION NUMI3[.R
DATE RECEIVED
E FRONIIRrMT, HEAWH,
& NATU12AL Rn, SOURCES
1. Name, address, and telephone number of facility producing discharge flIVIS1011 OF ENYMMIMENdTAL YiA ADIMEIIT--
A. Name Crescent Resources, Inc. M00AESV(LLE GEG1041A1 OFFICE
B. Street address Post Office Box aa&kx 1003
C. City Charlotte D. State NC
E. County Mecklenburg F. ZIP ggg3@ 28201-1003
G. Telephone No. [phone]
Area
Code
2. SIC
(Leave blank)
3. Number of employees N/A (SEE ATTACHED ENGINEERING REPORT)
4. Nature of business Residential subdivision and shopping center
5. (a) Check here if discharge occurs all yearff, or
.:.
(b) Check the month(s) discharge occurs:-
1 , o January 2. ❑ February 3. ❑ March 4. ❑ April 5. ❑ May
6, o June 7. ❑ July 8. ❑ August 9. ❑ September 10, o October ^�� cZD
11. ❑ November.• 12. ❑ December - =ra
(c) How many days per week:
1.111 2. ❑ 2-3 3. ❑ 4-5 4.6 6-7
6. Types of waste water discharged to surface waters only (check as applicable)
Flow, gallons per operating day
Volume treated before
discharging (percent)
-
Discharge per.
operating day
0.1-999
1000-4999
5000-S999
10,000-
50,000
None
0.1-
30-
65=
95-
49,999
or more
29.9
64.9
94.9
100
(1)
(2)
{3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
A. Sanitary, daily
average
450,000
X
B. Cooling water, etc.,
daily average
C. Other discharge(s),
daily average;
Specify
D. Maximum per operat-
ing day for combined
discharge (all types)

1. If any of the types of waste identified in item 6, e'ither treated or un-
treated, are discharged to places other than surface waters; check below
as applicable. N./A
Waste water is discharged to:
0.1-999
(1)
1000-4999
(2)
5000-9999
(3)
10;000-49;999
(4)
50,000 or.more
(5)
A. Municipal ,ewer ,ystem
(I. Iliuli•riirnnnd well
C. Septic tank
D. Evaporation lagoon or pond
E. Other, specify:
B. Number of separate discharge points:
A. CXl B. o 2-3 C.0 4-5 D. o 6 or more
9. Name of receiving water or waters Lake Norman — Catawba River
10. Does your discharge contain or is it possible for your discharge to contain
one or more of the following substances added as a result of your operations,
activities, or processes: ammonia, cyanide, aluminum, beryllium, cadmium,
chromium, copper, lead, mercur , nickel, selenium, zinc, phenols, oil and
grease, and chlorine (residual_
A, Byes B.o no
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_
Gilbert D. Stephenson, Jr.
Printed Name of Person Signing
Vice President — Residential Development
Title
March 2, 1994
Date Application Sigi
Sfanature Zif Adel i:'an
>rttI Carolina General Stac t-eJ1.49-215 .6 (b) (2) provides that: Any person who l�nowingly makes
ti
iy falsma.statement representation, or certification in any application,'record, report, plan,,
other document files or required to be maintained under Article 21 or regulations of thcL
ivi.ro-nmeatal 'Management Commission implementing that Article, or who falsifies, tampers
knowly renders. inaccurate any recording or -monitoring device or method required to be
)erated or maintained under Art;ale 21;a regulations.of the Environmental Management Comaissi.o
nplemenf'i'ng that -'Article, s.ha1•1'be�.'.` J, .tv:--q.f 'a misdemeanor punishable by a -fine not to e.�ceed
10,000, or by imprisonment—n6t to exceed six months, or by both. (18 li.S.C. Section 10�;1 prov_=
punishment by 'a fine of"jiot more than 810,000 or imprisonment not more than 5 years, or loot`',
_)r a similar. offense.)

Date: March 16, 1989
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Iredell
NPDES Permit No. NC 0076350
PART I - GENERAL INFORMATION
1. Facility and Address: Crescent Land and Timber Corporation
Post Office Box 30817
Charlotte, North Carolina 28230
2. Date of Investigation: March 15, 1989
3. Report Prepared By: Michael L. Parker, Environmental
Engineer I
4. Person Contacted: Mr. Dale Stewart, P. E.; telephone
number [phone]
5. Directions to Site: Travel west on Highway 150
approximately 4.5 miles from the junction of Highway 150
and I-77 in southwestern Iredell County. The site for the
proposed wastewater treatment plant is on the left•.side of
Highway 150 just before crossing the Catawba River.
6. Discharge Point - Latitude: 350 36' 04"
Longitude: 800 561 24"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: E 15 SW
7. Size (land available for expansion and upgrading): Ample
area is available for the construction of the proposed
wastewater treatment facilities.
8. Topography (relationship to flood plain included): Hilly,_
5-15o slopes. Proposed site is located above the 100 year
flood plain.
9. Location of Nearest Dwelling: No existing dwellings within
300 feet of wastewater treatment plant site.
10. Receiving Stream or Affected Surface Waters: Lake Norman
(Catawba River)
a. Classification: WS-III, B
b. River Basin and Subbasin No.: Catawba

r
Page Two
C. Describe receiving stream features and pertinent
downstream uses: Discharge would enter main channel
of river. Area has various recreational uses per its
designated classification. No water intake exist
within 5 miles of this site. One other permitted (not
yet built) wastewater treatment facility exist within
0.5 mile upstream of this site (NC 0074535-Pier 16
Marina).
PART II DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of Wastewater: 100o Domestic
0% Industrial
a. Volume of Wastewater: 0.600 MGD
b. Types and quantities of industrial wastewater: N/A
C. Prevalent toxic constituents in wastewater: None
expected
d. Pretreatment Program (POTWs only): Not needed
2. Production Rates (industrial discharges only) in Pounds:
N/A
3. Description of Industrial Process (for industries only) and
Applicable CFR Part and Subpart: N/A
4. Type of Treatment (specify whether proposed or existing):
The proposed facilities will consist of an influent pump
station, flow splitter basin, flow equalization basin,
three (3) 0.200 MGD extended aeration wastewater treatment
plants with standby power, aerated sludge holding tank,
chlorine disinfection, tertiary filters, post aeration and
effluent flow measurement.
5. Sludge Handling and Disposal Scheme: Not submitted at this
time. Should be required prior to issuance of an
Authorization to Construct.
6. Treatment Plant Classification: Class III (based on
projected wastewater treatment plant units)
7. SIC Code(s): 4952
Wastewater Code(s): 05
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)? No
2. Special monitoring requests: See below
3. Additional effluent limits requests: See below
4. Other: N/A

Page Three
PART IV - EVALUATION AND RECOMMENDATIONS
Crescent Land and Timber Corporation proposes to construct
a 0.600 MGD wastewater treatment facility to serve a residential
development, which, according to the application, may ultimately
comprise as many as 1600 single and multi -family residential
units. The applicant's engineer, however, has indicated that
the development probably will substitute some commercial
development (domestic waste only) for some of the residential
flow capacity.
The proposed site appears suitable for wastewater treatment
plant construction provided applicable buffers as specified in
NCAC 0.0200 are incorporated into the design of this.facility.
Historically, effluent limitations for proposed discharges
directly into Lake Norman have received secondary limitations by
Technical Services. All currently available information
indicates that Lake Norman is not considered eutrophic nor has
adverse water quality problems been documented as a result of
point source discharges. This lake area has, however,
experienced rapid development in recent years and all
indications are that this development will continue. Predicting
potential water quality degradation from point sources may be
difficult if not impossible due to inaccuracies in the lake
model used by Technical Services for effluent limitations
promulgation. Therefore, effluent requirements as have recently
been specified for dischargers into Lake Wylie (BPJ) should be
included in this Permit in order to prevent the potential
occurrence of eutrophic conditions and ultimately water quality
degradation. Furthermore, Lake Norman is currently utilized as
drinking water sources for two (2) municipalities and a third is
proposed (Lincoln County). The protection of this reservoir as
a drinking water supply and major recreational area should be
paramount and future water quality should not be compromised.
This Office recommends the following limitations be
included in the Permit:
BOD 515 mg/1
NH3as N 4 mg/1
D. 0. 5 mg/1
Pending receipt and approval of a Waste Load Allocation,
and -concurrence by DHS, it is recommended an NPDES Permit be
issued.

Page Four
The combining of this proposed discharge with the adjacent
(permitted) discharge referenced in Part I. 10(C) is recommended
and will be discussed with each Permittee.
Sig ture of Report Preparer
Water Quality R ional Supervisor

1 -'
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ro
t;
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street a Raleigh, North Carolina 27611
James G. Martin, Governor R`�'� �•'` `'� R. Paul Wilms
S. Thomas Rhodes, Secretary j ` { I� r Director
I:',fi�;✓ri 7 i�."57 1.sE+=.`Vrj\ i�f_�'-- ��.G.IL�{.e-�_#"�t'f..1..�x!-k'\.C%ij�.,..._-..e"
`` .F•'. r- [ _ [ ( "� t -7 i N= b'rf'
S ��.t
RESOURCES AND NPDES Permit Application _
N• (C. DUPT. ®>F A' NPDES Permit Nod. NC00 `7I 350
� i
�ELOnh' LNTc.f
PUIBIuNaTx F ,
' . ,
A County
Dear 1989
This is to acknowledge receipt of the �f{q wing documents on
Application Forg�{G(1 OF Eli4:i�:':E.ill i'.�.'•"he;
Engineering Propy;W4Td (tj-rposed control facilities),
Request for permit renewal,
Application Processing Fee of $
Other
The items checked below are needed before review can begin:
Application form (Copy enclosed),
Engineering Proposal See Attachment),
Application Processing Fee of $ ,
Other
If the application is not made complete within thirty 30 days, it will
be returned to you and may be resubmitted when complete.
)f
This application has been assigned to ,,j I-,)
(919/733-5083) of our Permits Unit for review. You will be advised of
any comments recommendations, questions or other information necessary
for the review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge. If you have any questions regarding this application, please
contact the review person listed above.
c c
Sih,cerely,
J)
Ar'thur Mouberry,, P.E.
i` `` Supervisor, Permits and
G1.
Pollution Prevention Pays
Engineering
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

N C_ DEPT.
RECE
F Lb 1 U�
OF NATURAL RESOURCES A11D 'COMMUNITY DEV
ENVIRONMENTAL f'!.NAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE E'. IMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWgTER
4_ ; .STANDARD FORM C —MANUFACTURING.' AND COMMERQ@ L
176 35-6
FOR AGENCY USE
SECTION I. APPLICANT AND FACILITY DESCRIPTION
Unless otlte(w.se to,•Citied on this form all items are to be completed. If ar. Item is -not aoolicatile indicate 'N.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET A - !NtJ9=WrEO. REF -En TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Legal Name of Anplleant
(See Instruction;)
2. Mailing Address )f Applicant
(see instructions)
Number 4 Street
City
Slate
Zip Code
3. Applicant's Authorized Agent
(see Instructions)
Name and Title
Number L Street Address
City
State
Zip Code
Telephone
4. Prevlout Application
If a previous application for a
National or Federal discharge per-
mit has been made, gave Inc date
of application. Use numeric
designation for date.
Please Print or Type
Crescent Land and Timber Corporation
22-4 West 2nd Street P.O. Box 30817
Charlotte
North Carolina
Robert B. Dienst
224 West 2nd Street P.O. Box 30817
Charlotte
North Carolina
28230
704 382-2041
Area Number _
Code
N/A
YR MO DAY
I certify that 1 am famfliar with the information contained In this application and that to the best of my knowledge and belief such information
is' true. complete, and accurate.
Robert B. Dienst 102e Vice -President - Residential Dev.
Printed Name of Person Signing Title
2 22 89
YR MO DAY
10V
Signature of Applicant or Authorlted Agent Date Application Sicked
Carolina General StztLtra 143-215.6(h) (2) prov!des that: Any. -person t=ho }:.-rnc ir.r-'_;' rakes
ialo2 szaterie:t reprPren: .tlnn, or recc•'d, repert, PIZ-:-,
zhcr documeLt files or renuired to be rm-intnined under t.rticle 21 or regu :lion:' cf =tie
ro=enLal "tanagemcat Co^-jf:•sion implemenLinr thnt Article, or uhn falsiiir ., taw.T'er!z
ncrtz1= renders 4riaccura-_�fs zry recording or rinnitori.nr dex-ice or method rec::JJr0t: to lie
ated 'c_ mGa-mtzined under L=ticlr: 21 or regulzrior.S of t!rc• F nv'_rormentzl 'M::nzt•emcr.L Corm^-i.ss:c;�
ementin,, that A-r::icle, Ehcil he guilt_ c.'r. n r.:i.sdemeznor nur.;_sh•:hlr by afi-n nc: to exceed
0:1-!, or by ir_prisonmer.t not to exceed si:� months, or b-, hot:t. (1: r.S.C. Sect; on 1901 preridc
visa r_= z by 3 fine OF noc mr.-P.. Than S10,00.0 c.r" inTpriso`inc—, t not nore than 5 vcLr s. or bf't^.

e- r•
C! (sc< ins truCtlonl)
Fa cl ytY/hctla
G;,.o tnc nark, Ownc(snt O. and
-
pnyslcal locZtlJn of tnc Olant or
oocrating facility whc(e d;t-
.
Otncr
Cna rgc IS) cost ur will Occur.
N.,mc
v
103.
•( wncrtnl0 (Public, Pfivatc Or
.
(loin 14i01 C and Pf:vate)
10.5o
Check block If Fcde(a( F1611ty
lase
and give GSA tnwentofl• COMCCI
ttumecr
IOSd
-L'Ocatton
Street 1. Number
105C
City
1051'
County •
105q
State
lash
taturc of tsuttncec State the
lock
ias))urc of.tnc business Ccnd UClcd
t the print -or coerating facillty.
-
loco
'aet(Ity Intake Water. (see (n$true-
ions). 1pd;eate water Intake volume
cr day by sources. Estimate
verage volume Per day In thousand
atlans per day.
:
I;
Munletpat or private water system
107a:;
v`
Surface water
1074.:
Groundwater
107e
otncr'
107d
Total Itch 7
107a
encre if intake watef •from
r
Lner,' SOCCi(y the source:
107s
I eitlty Water Use Estimate
-
crage �Olumc ocr day In tnoutartd
lions ocf day far Me following
pes of wafer usage at the fke.11ty.
cc instructions)
rYnncOnta Cl tooting watt(
lofts
Boiler feed water
106b
PfnCcls water (Including COntaCt
cooling water)
tote
San;ta(y wair:r
load
otnar'
too.
rotat Itcm C
•log(
snc•c ark dl:c nar pas t?
ter,' locclfy.
tort'
Inert ;t 'Sanitary- wale vt•c, p.vc
nvmocr or Oeoole served.
loch
Foss AGENCY USE
°f Catawba River Waste Treatment pI;; t
Off.NC 150 - Lake Norman•-
O PUO 'It' Pnv ❑ GPP
t - -
O FEo
N/A
NC 150
Iredell• County
North -Carolina
Residential
AGENCY USE
thousand gallons par day
thousand gallons Per day
600 thousand gationsper day
trtousand.galtons per day
600 thousand gallons ocr day
tnousand gallons per day
tnouiand gallons par day
thousand gallons oar day
600 (huusand pAI(ons per day
tnous.nd galLont par day'
thhutand cations par day
__ ��nn pooUla s.fvad
a
1-2

'" • _ j7
� 7
FOR ACEl" Y USC
All FaCillly Oit<hargel and other
Lotict; r(umbcr and Olscnargc (see
i inttructiontl Volume Socel(y the
numoer of ditenarge points and the
volume or water dlscr%&("d or
,
lost from the facility according to
- ••
v tnoealcgories•oelOvr. Estimate
'
(dumber of•
Total Volume Used
_,crage volume per day In thousa(td
Oltenarge
or Olschargcd• -
gallons pet day.
Points
Tnousand Cal/Oay
Svrface Water
= idlel•
�-
1d7a2
G
yoo
Sariilary—At tewatertransoort
lotlbi
1ovb2
system
Storm water transport System
?•tD9e1
,t09e-2•
••,
• f
_Combined unitary and Storm
:'
�,
water transport system
704Qt
;107d2•
�r
Surface Impoundment with no
:: '• -
_
effluent
'iD9ai'
i07e2
Underground percolation
fo9Lt•.
109M
Well tnjeetion
�7o7gt'
tog92
Walite acceptance firm
-10�ht
f07h2
Evaporation
tt?7It:'
:10712
Consumption
70711
109j2
Other-
1091C t
1 fY� K2
Faculty
discharges and volume
�•"
]
6
Total Item 9.
:109ii.
10772
-tf there are discharges to •other,°
`:•'ts
N/A
specify.
•
pcenlits. Lleenset and AppllCat(ont
Ust all existing• pending cc denied permits.
N/A
tieanscs and apptlCatldnt related to discharges from this facility (see Instruetionsl_
Issutng Agency
i
j For Agency Use
11
Type of Permit
or Llecnte
' 10 Number
Date
Filed
Yq/MO/OA
Oatc
Issued
YR/MO/OA
pate
Oenled
YR/MO/OA
Expiration
Oate
YR/MO/OA
<. (aj • " '
:(b7:
(C)
(d1'
(al.
�()
r.:"' • (q4:i, •
(hi
1
i
-
r•
Z.
Moot and Orawin9t See Attached
Atta<n all rcuuired maps and drawingt to the pack of lnts appll<Jt;On.(tee Inttruellont(
AQOitlonal Information
712
Item Humber I information
1
Preliminary ee '
2
Vicinity Ma
3
p .
4
Aerial Soils Map-
5C
r]
_ _ Treatment_
TYc�f-•rr. ...L T7 _ r'•: L_ T• _
• - --,- L .LQit ti. ---G L 1G LL - •-..

r STANDARD FORM C — MANI,..-.c,TU iNG AND C )MMERC(AL FOR AGENCY U:
SECTIONII- BASIC DISCHARGE DESCRIPTIOI
v - Comotcltt lnq section for ciCh discharge rndKatcd in Section 1, Item 9, that is to surface -alert. This •neludcs d.sCha(ges to municipal scwcra
syttc.ns oil wnoCn lnc•waSlcwater does not go thtough a'trcatmenl�workt prior to being discharged to ' •f(a CC.wJ(eff. O)sehafges to wells mull
be acwt.ocd wnere there are also discharges to surface waters from this facility. SEPARATE bF-SCR. rT(OMS OF EACH OfSCHARCE ARE
R-EQUIREO EVEN IF SEVERAL OISCHARCES ORIC(NATE IN THE SAME FACILITY,. AI( value: (or an exsStln-g discharge should be rec
:cnt.3jivc of the twelve brevious months of operation. 1f chit it a aroposea discharge• values tnould ref c•:t hest engineering eidrnates.
A0011. IONAL INSTRUC riot -is FOR SELECTEO ITEMS APPEAR IN,SEPARATE INSTRUCTION :OOKLET AS INOICATEO, REFER
T;) BOOKLET BEF(?R1: Fl: LIi.IG OUT THESE ITEMS. '
1. O.seharge Serial No, and Name J
a, Oischarge Serial No, 20I 001
(fee )ns:rtae::onS) ( -
Z. Oiteharge Name 201b
Catawba River Waste Treatment Plant
i _
moire name of discharge• if any.
:ee instructions)
C. Previous Discharge Serial No,
I • otcvious Permit application N/A
was made for this discnarge (see 201e
Item a, SeCtion•t)• orov;de prey.
ous discnarge serial nuinPs r. ;
2. Oisehargc Operating Dates
A. Okeharge Began Date if the
discnarge described below is in 89 .10
oocrasrnn,'give the date (within 202a —_ _,
best estlmalc) the alsctsargc YR MO
began.
b. Ditcharge to Begin Date It the - -
drsCnarge has never nCCUr(ed but p (h 1 O
is planned for some future date. 202b U 7
give the date (within best cstt- YR MO
mate) the discnarge will begin-
' C. Oiseharge to End Date If dis-
cnarge is scheduled to be diSCOn- ' N/A
t.nued within the next 5 years, 202e __.
give the date (within best csti• YR Mo
• mate) the d;SCna(ge will end,
], Engineering Report Available
Cneck it an engineering report is
avAttabte, to reviewing agency lronn fi�r5,
jcducs(. (tee ... $Ifuetransl
a, O.sehitge•l-oeiGdn: Maooe pro: - F
p•rlr:.t,.tt l.•rundaut: r.trura werath
ttr, I; I To( 17"! n:.rolq r\ IrAa:•:fl - - — ----
�. 2041 North- Carolina-.. .- - -- - ----_ -- 204d1 _
•.•. 204h Ined.e 1.1....... .. ..--...- 204e I —
fJ JUat.o•.tltlal (:olp r.r In.. . ' , 204C---'-'--'•----•---------- ••---- 2041 I --
I )
5. Oitchargc Point Ocicriot.on ,
f]itCnarar, .s into (eliec•, one);'
(see .nsiructonntl
Stream (onctunci dole lies, arruyut,
.and other intermittent watercduescsl 1205. OSTR
Lass �LKt•' .
Ocean 0oCI'
M.npr,. (..lf :annaiy 'l.'aa rw Alo;r
T rantnnrt wU.•n. �. Ir�11} .
• I
fAu n.C•roal t:n mnn,•v1 '..nnl.•o v A•od '

-• .) ---- ,.. ., 1 rl r
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VLN
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_
• .
aOAig Ogxpgpo - UUMION axPZ
(svol7DnJlfu! aas) a6,ru7slp )n
' •Lor 1
tUtna DU: )C ATh 1337M. ail: )UsVN
• -
awrN Ja)rM SUTAIiDay a6Jru0'9t0 'L
)35— Nlw— O3Q q.70
Dl.n)Ibuo-1
)35-- N)V)-- 030— *soZ
s
•Pn7!tcl
•
'PUODDL lsa,rau au) ul a6JVu>i!p )o
•
lu,od au7 )O UDI)PJOF aS!Jaly aul
:Suo•1/)r-l—lu!od aSPru Dt!Q '9 .
- -- - •ator
A)!DDdt "PD71D243 sI •IJL::O. ;( I
- .. H100
Jau:C
I 13M O
1u01}J> u1' LaG\
• S.LS ❑
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1Jootu r,t ,alrh\ u,DiS :c O!J!unw
3Sn AJN30H yQ�
'
T00

001
z • FOR AGENCY USE
t7. AetivityOctcription Civea
r;arratwc deserotton or aCtiv)ty I zt a ( Wastewaters generated ' from the •r�Avdl n mani-
• ' proaue.ng tn's dncnargc.(sce 1 I �� '
:tructiont) - -gill be strictly domestic in or.i gi n _from
residential sources.
• 14. Activity Causing Oischargc For N/A'
each SIC Code which describes
the activity Causing this discharge.
supply the type a'nd maximum
amount of either the raw mateetal '
consumed (Item 14a) or the product ,
produced (Item 14b) in the units
specified in Table I of the Instruct-
tion Booklet. For SIC Codes riot
listed in Table 1. use raw rhaterlal
' or otod'uetion units normally used .
for measuring production.(see
instructions) '
(; a. Raw Materials
( MaKIMUM Unit Snareo 04cltarges
t
I :SIC Code Name Amount/Oay (See Tabu t) (Serial Nuntbel7
21ta
•t
i
(1)
(2)
(3)
(4)
(5
I
1
.
1 --
h. Products
'SIC (_ride Name /t.11pun(•Ua�' I$a-�' iablC .1 ($C���t Nu•110c': _-. ..—. .
i
11 •.(

b�SC.r+nr. �t Sfr:a.:a. r:v�-•rr� r;
• nno�
rpn AGCNCY vSI111
I�. Ll
,;• W,rt< d t0 a -central
Wastewaters will Ue, conveye— _-.---
I schal;gfe of effluent to
tr..L:. ..•::..:.:: _ ... -point for trea-tment and dii - --- .
`0 Lake Wylie: _Treatment twill consist _of 'influent pumping
if required, along with the -following tr— e— atment com�;onentE
as a minimum: Flow Equalization, Long Term Aeration
(Activated Sludge), Mechanical Clarification with
. -sludge recirculation, chlorination and post aeration, ----- --
• • ' ,_and effluent filtration _•-_ _._------• •-
' BACTIV---
• ' � PF.nTTAT. � -. (31 -
b• Waste Abstcmcnt Codes (`1 PSGREF —
Vs(n9 the coats tistca III Table TXF�_ • (G1 -- MP(1STA
11 of tl-.e Instruction Booklet.
describe the waste abatcrncnt. •• CA ROB .01
processes for tnis dtsch1r90 In (7)
the orate 1n which they occur (10
1 (I1J (121 —'
'it post-01C.
(I�1 {141 (151 —�--•
(I61 (17)
• (191' .
(20) (217
(221 (231 (24)
(251

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tuntsauor)q
50900
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X
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09000
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t7:5C.'iA :CC :; C " 1 "' Z- " t-"" CC r
_9C)l FOR O C N C y VS:
17. t}..�rtoticn cr fntak• .nd 01'CA.rQ. Anticipated Limits _
For _cm of tn. O.f.rn1(.rI tftt.d 0-10—• .ntar In th. •oOro Pr f.(. t)OK tn, r.(ul or coo. 1.(t•r •nr•+af C•fl.d to f,(•�' In rt ry h.<kck.a C.,3
to .odltt6n• .nt.r tn. p•rmnn (te• r n•n and cod..nd .ft r.Oufr.d v•lu�a for •ny Or th. fono-+Inc P•r•r^•t`rr It .1 Nam' cIn aam ]G
cy•nkfa, aluminum: •rtanlc. brryllhrm. Cadm(um, chromlum. COPO+r. Innis, mercury, n(ckot, a.f. nlu m, tlnC;phonolt, oft •nd Grua
e r.d Cntorin. (r. ildu •Il: _ .
ln(lucnt
,L• fflucnt
r-trartctcr and Codc
U
V
u
O
a. ' 'a
S p K X
'.� n x
g c
E .--
o c
f
.cO
x
0W
(!) (2)
(3)
(4)
(S)
(6)
(7)
(8
Flow
Gallons per day 0. 5'
0.5
00056
PH
Uniu 6-9
6
9
00400
7Gnperatun: (wintcr)
'F
74028
7'cmperxv= (sus(tmct)
'F
74027
8i0chcmicl Oxya=n Dcm,.ttd
,ROD S-day) 250
30
-n&a
)0310.
�(cmics! Oxyscn Dcmtnd (COD)'
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See Attached.
' Ir�form7((on '
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k'roRCr<Cl' USE
MAni"p r-TURING AND COMMERCIAL
STANOARO FOi,fl�i C — - •
WASTE A(3ATrti'CNT
REOUIREMENTS & IMPLEMENTATION (CONSTRUCTION) SCHEDULE
SECTION EJ.
reovirei Infoemationton any
uneorno(ct, d (mplemantat(on sehedu(e which may have bcan Impos'd for Constfuetlon o,! waste abatf
b'y
. It ie=l'on court
.. It fac(tiltas• Suen ccoweamenis and ImPlemcntat ion sehodutes may have bcan <1L1DIIshad by toCal, State, or Fodafa( aganCf ns or
should be attached to this aop(Ieatlrin.
In addition to eomol'ting the fQitowln9 items• a C00Y of an off(C(a( IM01cmantatton sehedute
IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF O(FFERENT LEVER Of
- YOU,GRE SUBJECT TO SEVERAL (DIFFERENT
OtFFEREniTSCHEDULES (Item la.) ANC/OR STACEO CONSTRUCTION OF SEPARATE OPERATION UNIT!
;THO;ZlTY IN.POSlNC
•-n )c), SU9MIT A SEPARATE SECTIOrt lit FOR EACH ONE.
'
FOR AGENCY -USE
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FOR ACENCy USr
2. fmal,m—tAtIon 5ciieddle and 3- Actual C<)mP;-tl()n Olt;,c
dat-e of CbmpI.ticn for
-step !Ist-d 134'1ow-
Praddi dateslmp&ad by schedule and any
actual
Indicate dates AS AGCUCa tOly as 1305%lbl� (sea Ins-tructiorls)
•
Implementation Steps
2. Schedule (Yr./Mo. /Day.)
3- Actu:. Comp(-t)on (Yr-/Mo./0iy)
89 2 (.15,
Pr4liminary plan complete
89 5
b. Final plan Subnils%lon
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89 6' 15
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d. Financing complete 4 contract awarded
z¢r89
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Site Acquired
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f. ilegin action (e.g.. construction)
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89 10 1
1-:nd action (c.91. Construction)
DISCtlar9e, Be93n
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1. Operational level attAned
— —j1

i1. C_ DEPARTM=NT OF NATUFt7Lr, RESOURCES L CC)t'..,(,N.CTy [)E i< PMENT
ENVIT{ON-mz-NTAL HANACIDiENT CQJ-O�SSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SY-STEM
APPLICATION FOR PERMIT TO DISCHARGE
ADOITIONAl- REQUIRED INFORMATION
APPLICATION NUMBER
-a.... " -. O(SCKARGE SERIAL NUN18CR 001
REFER TO DIRECTIONS ON REVERSE S(OE BEFORE ATTEMPTINC TO COMPLETE THIS FORM
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REMARKS: '
• (Corilly lnat I am familiar wltn the In(ormlllon ContlIncd In snit rcOort And tnat to the
tl!st of my knowlodge and Della( SvCn In(Ormation IS true, comPlcta,and accurate.
.`,Iq nalurc
0.(a nrrn Cunloleled fY.+n �e of Aumorlced Aytnt
P

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I't<<r•J�I S tk LI�G,rutl=�;�,
PRELIMINARY ENGINEERING REPORT
WASTEWATER TREATMENT FACILITIES
CATAWBA RIVER WASTE TREATMENT PLANT
DEVELOPED BY CRESCENT LAND &. TIMBER CORPORATION
IREDELL COUNTY
FEBRUARY, 1909
j_,an T-).o5 7
Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203
Y-

TABLE OF CONTENTS
I.
GENERAL
A.
Project Overview
B.
Regulations
11.
PROPOSED DEVELOPMENT
A.
Project Location
B.
Development Description
C.
Physical Features
III.
WASTEWATER PARAMETERS
A.
Description of Waste
B.
Projected Wastewater Flow
C.
Treatability of Waste
IV.
WASTEWATER.DISPOSAL ALTERNATIVES
A.
Public Utilities
B.
Individual On=Site Facilities
C.
Spray Irrigation
D.
Private Utilities
E.
Proposed Facilities
V.
PROPOSED
DISCHARGE
A.
Receiving Waters
B.
Impact of Proposed Discharge
VI.
WASTEWATER
TREATMENT FACILITIES
A.
Proposed Treatment Process
I
B.
Description of Proposed Treatment Facilities
VII.
OWNERSHIP,
OPERATION AND MAINTENANCE
A.
Ownership of Utilities
B.
Operation and Maintenance
C.
Enforcement of Water 0.uality Standards
D.
NPDES Permit Renewal
VIII. SUMMARY

Table of Contents
(Cont'd.)
APPENDICES
A. Process Basis of Design
B. Utility Company Listing
FIGURES
1. Vicinity Map
2. Topographic Map
3. General Soils Map
4. Treatment Process Flow Schematic
S. Preliminary Treatment Plant Site

I - GENERAL
A. PROJECT OVERVIEW
Crescent Land and Timber Corporation, Charlotte, North Carolina
proposes to develop a planned residential single and multi -family
community in Iredell County. The development is projected to occur
over a 5 ,year• period with construction of new homes beginning in late
1989. The project site is approximately 224 acres.
The following preliminary report has been prepared to convey the
proposed basis for water• and sewer service to the development.
B. REGULATIONS
In addition to compliance with laws, rules and regulations as required
by the State of North Carolina Mecklenburg County, all utility work
must comply with the following specific regulations as applicable to
the nature of the work proposed:
1. North Carolina. Administrative Code Title 15 Department of Natural
Resources and Community Development Chapter• 2 Environmental Management
Sub -Chapter 2C Well Construction Standards. (Latest Revision)
2. Rules governing public water supplies Section .0600 through
Service Sanitary Engineering Sub -Chapter 10D, Water Supplies. (Latest
Revision)
North Carolina Administrative Code Title 1S Department of Natural
Resources and Community Development Chapter 2 Environmental Management
Sub -Chapter =H Procedure for Permits. Approvals Section �.0100
Wastewater Discharge to the Surface Waters. (Latest Revision)

II - PROPOSED DEVELOPMENT
A. PROJECT LOCATION
The site of proposed development is located along North Carolina.
Highway 150 in Iredell County. A vicinity map is attached as Figure
1. The site has portions which lie on both sides of NC 150 and is
bordered by Lake Norman.
B. DEVELOPMENT DESCIRIPTION
The proposed development will consist predominately of single family
residential housing, but may also include sections of multi -family
housing, based on zoning.
No industrial development i� p planned. Access points to the Lake are
available on the site and common recreational areas will be considered
within the site as project planning progresses.
C. PHYSICAL FEATURES
The project site is representative of piedmont North Carolina with
medium to steep hills falling to the lake shoreline, the most
significant physical feature. The site is predominately wooded with
numerous small drainage ways leading to Lake Norman.
The land is marked with moderate to steep slopes with the exception
of a few areas immediately adjacent to drainage features where slopes
become severe in some areas (greater than 15%). A reproduction of a
portion of the U. S. Geological Survey Quadrangle Map covering the.
site is attached as Figure 2.
A reproduction of the Soil Conservation Service soils map for the site
is attached as Figure J. Soils on the site vary as shown on the soils
survey.

III,
A. DESCRIPTION OF WASTE
WASTEWATER PARAMETERS
The proposed development as described in Section II will be comprised
of single family homes and multi -family homes, and possibly a small
amount of commercial usage along NC 150 and only domestic wastewaters
will be generated.* No industrial use will be allowed. It is
anticipated that the wastewaters generated from general household and
sanitary use will exhibit characteristics typical of domestic sewage
as follows:
PARAMETER
Five Day Bio-Chemical
Total Suspended Solids
Ammonia Nitrogen
Chemical Oxygen Demand
Grease
Temperature (Approx.)
PH
CONCENTRATION
Oxygen Demand 200 mg/1
250 mg/1
25 mg/1
500 mg/1
100 mg/1
50 degrees F (Winter)
65 degrees F (Summer)
6.5 - O
B. PROJECTED WASTEWATER FLOWS
The development may comprise as many as1600 single and multi family
I i v i n g units. Based on demand, both three and four bedroom units
will be built with a predominance of three bedrooms. A flow
allowance of 360 gallons per day per residence is proposed as the
basis for projection of community total, based on an average of 120
gallons per dayper bedroom. On this basis the projected ultimate
daily flow for the entire development is 600,OOG gpd,
C. TREATABILITY OF WASTE
As the characteristic of the waste are expected to be typical of
domestic sewage, the waste will be treatable using conventional waste
treatment technology, i. e. biological and physical removal of waste
contaminants.

IV. WASTEWATER DISPOSAL ALTERNATIVES
A. PUBLIC UTILITIES
The proposed development is located entirely outside the
corporate limits of all local facilities installed in the general
vicinity, it is not economically feasible to connect to the
Mooresville system, nor are plans currently underway for any extension
to the project area.
B. INDIVIDUAL ON -SITE FACILITIES
The alternative exists for on -site water and sewer facilities assuming
the development plans were to allow for aproximately 3/4 acre lots for
individual wells and septic tank/drainfields. The development would
be reduced significantly on this basis.
A review of the soils maps indicate that an extensive proportion of
the property may encounter difficulty supporting drainfield disposal
due to shallow soils, poor'soils, excessive slopes and ground water
levels near the lake. An extensive detailed soils investigation has
not been performed. Based on experience and comparison with similar
land tracts, it is likely that Health Department approval for
subsurface disposal would be withheld for a significant proportion of
the site.
11 SPRAY IRRIGATION
The site is split into four general areas by topographic features and
NC 150 with respective areas of 129 ac., 34 ac., 34 ac., and 27 ac.
Due to the segmenting of the site, general severity of slopes,
proximity to the lake water, and proposed development density the use
of spray irrigation was not deemed a. viable alternative based on
economic and site evaluations.
D. PRIVATE UTILITIES
A third alternative for utilities service is a central water supply
and sewage collection and treatment system owned and operated by a
licensed private utiltity company.
This approach would provide for water supply from several deep wells
and central storage and distribution. Wastewaters would be collected
and transported via a central system to a waste treatment plant
serving the entire project.

E. PROPOSED FACILITIES
It is proposed that of the three alternatives, a. private utility be
chosen and become the basis for development of the property to allow
for the lands highest and best use.

El. Proposed Facilities.
(Con' t. )
This would also support a viable - stable neighborhood,
maximize flexibility and assure protected ground and surface
water supplies and provide a responsible vehicle for service
to the eventual homeowners.
Although public facilities may eventually be extended to
the property, the timing of such extensions is unknown and
the immediate cost is prohibitively expensive to the
developing company and consequently to the ultimate home
buyer. It is recommended however, that all ''facilities be
designed and built so.as to minimize the difficulty in the
integration of these facilities into a public system when
such extension becomes feasible.
The- use of intensive single family septic tanks for the
property is not recommended even at lower densities. The
potential for pollution of ground water and surface water
would be significantly increased with the extensive use of
sub surface disposal over the tract.
Private facilities, including a private waste treatment
plant are recommended on the basis that they will allow more
control over potential pollution in that treatment
efficiencies can be monitored and corrective' action taken
whenever necessary; 'whereas septic tank failures may not be
immediately detected. Repair of drainfield failures
frequently simply move problems tb the "reserve area"
included with the original design, and if so, then leaves the
homeowner with no other method of treatment when the
available lot area for disposal is depleted.

V. PROPOSED DISCHARGE
A. RECEIVING WATERS
Based on a development plan utilizing a private utility- and
treatment plant a National Pollutant Discharge Elimination System
(NPDES) Permit for discharge of tre-aced effluent to Lake Norman
has been prepared. During the permit application period, the NC
Division of Environmental Management will prepare a "Waste Load
Allocation".
.The purpose of the waste load allocation is to generate,
based on the characteristics and intended use of the receiving
stream, a sot of effluent standards to be included in the NPDES
permit. A part of the allocation procedure is the generation of
stream flow data by the US Geological Survey for the specific
discharge point .on Lake Norman.
The resultant required treatment limits established by the
waste load allocation process are dependent on the stream flow
thus determined by U.S.G.S., the physical characteristics of the
stream, and the stream's classification of use by NCDEM. Lake
Norman is classified for potable and recreational uses and design
of all facilities will be based upon the preservation of the
water quality of the Lake.
B. IMPACT OF PROPOSED DISCHARGE
The intent of the NPDES permitting process is to protect the
receiving stream while simultaneously allowing discharge of
treated wastewaters for various land use including. residential
development. The waste load allocation described above
ostablishes a degree of treatment required by the proposed plant
to minimize impact to the stream and allow for it's continued
present use. The allocation basis for stream flow is dependent
on statistical low flow figures to maintain stream quality during
low flow periods. Thus, in general, the lower the stream flow
observed during drought periods, the higher the degree of
treatment required. In' instances of extreme low stream flows,
appl'icati.on for permit. is denied.
The extent of the body of water comprising Lake Norman and
size of the drainage basin above the point of proposed discharge
is sufficiently large that it is anticipated that secondary
treatment- standards will be proposed.

Impact of Proposed Discharge
(Con' t. )
The following sections describe in more detail the
j facilities proposed. It should be noted that although the NPDES
permit now applied for allows for.the discharge of treated
effluent, an "Authorization to Construct" must be obtained prior
to construction and detailed plans and specifications must be
approved by NCDEM to obtain the Authorization.

VI. WASTEWATER TREATMENT FACILITIES
A. PROPOSED TREATMENT PROCESS
Due to the necessity of protecting the Lake Water Quality
for drinking water and recreational uses, the proposed treatment
plant will include several treatmen't processes. A Treatment
Process Flow Schematic is presented as Figure 4. The primary
treatment process will be biological assimilation of the domestic
wastewaters under aerobic (in presence of oxygen) conditions to
elimate sewage -odors.
It is anticipated that the development will occur in phases
as market demand dictates. It is necessary for proper operation
that the treatment facilities also be phased. This construction
phasing allows for a better matching of plant capacity with
sewage flows and increased long term flexibility of operation.
B. DESCRIPTION OF PROPOSED TREATMENT FACILITIES
B-1 General
The proposed treatment plant will include multi -stage
treatment of domestic wastewaters generated from the subdivision.
Construction of the plant will occur in phases provideing an
eventual multiple path treatment train for increased operational
flexibility. Plant component processes are shown on the Process
Flow Schematic (Figure 4) and a Preliminary Basis.of Design is
included as Appendix A.
B-2 General
Based on preliminary site evaluation of topography an
influent pumping station will be required to "lift" wastewaters
from the elevation of the influent gravity sewer line into the
plant. All plant mechanical components will be located at an
elevation above the 100 year flood level. The station will be
equipped with dual pumps for back-up capability in the 'event of a
pump failure. Controls will provide audible and visual alarms
for pump failure to alert operators.

B. Description of Proposed Treatment Facilities
(Con't.)
B-3 Flow Diversion Station.
Following the influent pump station, a flow 'diversion
system will be installed to allow splitting of flows as
additional plant phases are constructed and ;to provide the.
plant operating staff flexibility in, control. of flows during
repairs or maintenance.
B-4 Flow Equalization
It is anticipated that flows will be received at the.
plant with typical diurnal variations which tend to create
peaks or surges during high use periods i.e. early mornings
and around the dinner hour. To eliminate. the impact of these
surges on the plant and maintain average flow conditions, a
flow equalization basin will be installed. Dual pumps will
feed the main plant from the equalization basin at a constant
rate equal to average flow. The level in the equalization
basin will thus vary, increasing during peak flow periods and
falling during lower flow periods. Pump controls will be
equipped with high level alarm to signal any pump failure.
B-5 Aera-tion and Settling
The primary component of treatment for the plant will be
the main aeration basins followed by the Settling Tanks.
Although these processes, aeration and settling, occur i-n
separate basins or tanks, they operate together to accomplish
the principle treatment step,.in the plant.
In the aeration basin, wastewaters are retained for a
minimum of twenty four hours, mixed, and combined with large
volumes of air from the aeration blowers, to allow naturally
.occurring bacteria to assimilate the waste. The operator
will be provided facilities to vary the amount of air. and
mixing and the volume of activated sludge recycle. Sludge
recycle refers to the process whereby solids containing
"activated" or acclimated bacteria are- returned to the
aeration basin from the settling tanks. In the sett.ling
{ tanks, a quiesient area, solids in the treated wastewaters
are allowed to settle out and clarified liquid passes to the
i next treatment step. Settled solids are either pumped to the
aeration basin to enhance and control the treatment or are
wasted to a sludge digestion tank, wh.ere.it is aerated and
stared until taken off -site for ultimate disposal.

B. Description of proposed Treatment Facilities
(Con' t. )
B-6 Chlorination Disinfection
Following aeration and settling, the clarified effluent
will flow into a disinfection tank where chlorine will be
added to kill any deliterious bacteria. A minimum of thirty.
minutes detention will be provided to allow "contact" time
for reaction of the chlorine with the waste flow.
B-7 Dual Media Filtration
The. next treatment step will provide dual media (sand
and anthracite) filtration to filter out any suspended solids
not captured in the settling tanks. This step will assure
production of an effluent with minimal waste solids. Also in
the event of a plant upset in the aeration -settling tanks,
excess solids can be returned to the aeration basins after
capture on 'the filters to regenerate the treatment process
and protect the plant against discharge of partially treated
wastewater.
Backwash pumping facilities will be provided with
automatic controls and alarms to automatically backwash and
clean the filters at the appropriate time. Solids captured
on the filters will be returned to the treatment process via
the equalization basin to prevent surging of the aeration
basin.
B-8 Post Aeration
Following filtration the effluent will flow through
additional tankage providing approximately 15 minute retention
and aerated to elevate the dissolved oxygen level of the
effluent and dissipate excess chlorine from the disinfection
process. Elevating the dissolved oxygen content will help to
assure that the treated effIuent.pIaces no adverse impact on.
the receiving stream.
B-9 Effluent Flow Measurement and Sampling
The final components in the plant will include flow
measurement to assure that the .plant is not hydraulically
overloaded and.assist the operator in diversion of flows. A
sampling station will provide a permanent access for sampling
of effluent for testing purposes to assure the. plant is
meeting it's permit requirements.
B-10 Sludge Holding
The aeration -settling treatment process will gradually
produce excess solids, the natural result or by-product of
the treatment. These solids will be periodically wasted out
of the treatment system and stored in an aerated sludge
holdintank where digestion and treatment continues until
the solids
ids are transported off site for ultimate disposal.

B.- Description of Proposed Treatment Facilities
(Can't.)
B-ii Stand-by Power
Un the event of 'a power outage, it will be crucial to
maintain a level of treatment. Stand-by, power will be.
provided to operate o,ne of the influent pumps to eliminate
the potential for overflow of the station and one of the
aeration blowers to maintain aerobic conditions in the
aeration tank. A power outage will mean that water supply
will be discontinued since wells will supply the project's
water supply, thus flow to the plant will also gradually stop
with depletion of the water system's water storage tanks.
B-12 Plant Site
The treatment plant site will contain several acres of
the project to provide a buffer between the plant and new or
existing homes. In addition the plant will be completely
fenced for security.
To provide for possible future plant expansion and/or
upgrade, excess land will be provided within the plant site.
I

VII. OWNERSHIP, OPERATION AND MAINTENANCE
A. OWNERSHIP OF UTILITIES
It is intended that the water and sewer systems to be built
to serve the project .be conveyed entirely including land into the
ownership of a -private utility company. The utility company must
be duly licensed and regulated by the NC Utilities Commission.
The company must demonstrate the financial and physical ability
to properly respond to the eventual homebuyers and regulatory
agencies.
B. OPERATION AND MAINTENANCE
The private utility company must be able to demonstrate past
success in the operation of similar facilities and must maintain
a staff of licensed operators holding valid certificates
commensurate with the complexity of facilities to be operated.
The utility must be able to respond within a regulatory required
time period to any emergency.
The utility will also be responsible for continuing
maintenance of the plant. A stock of normally required spare
parts will be supplied during construction and should be
replenished as necessary by the utility.
C. ENFORCEMENT OF WATER QUALITY STANDARDS
The NPDES permit will provide for monitoring of the
performance of the waste treatment plant by the utility company.
Monthly reports of plant flow and performance must be submitted.
In addition, periodic non-announcdd site inspections and sampling
will be performed by representatives of the Regional Office of
NCDEM.
In the event the utility company fails to comply with any of
the provisions of the plant permit, NC and Federal law provide
for enforcement action and possible -fines of up to $10,000.00 per
day per violation.
D. NPDES PERMIT RENEWAL
The NPDES permit will be issued for a period of five years.
NCDEM reserves the right to modify, change, or make more
stringent the permit requirements at the time of permit renewal
based on changes in site conditions, stream conditions and
performance -of the plant and utility.

VIII. SUMMARY
Crescent Land & Timber Corporation proposes to develop a new site in
Iredell County. The project to contain approximately 224 acres will
be served by central water and sewer facilities. Water facilities are
proposed on the basis of a central well supply, storage, and water
distribution. Wastewater facilities proposed include a sewage
collection system and a waste treatment plant with discharge of
treated effluent to Lake Norman.
An NPDES permit has been applied for the discharge and. the proposed
plant will be so designed and constructed to consistently achieve the
degree of treatment required by the permit. The plant will be owned
and operated by a. private utility company to assure responsiveness to
homeowners and regulatory agencies, and preserve the present
environmental quality of the area..

APPENDIX - A
WASTEWATER TREATMENT FACILITIES
CATAWBA RIVER - WASTE TREATMENT PLANT
1. Development Description
Type
Subdivision including
Commercial -Retail
Location
Mecklenburg County
Number of Acres
250+
Type Dwellings
Single Family and Multi -Family
Type Waste
Domestic
2. Process of Design
Projected Flow Per Unit
360 gpd
Projected Avg. Daily Flow
600,000 gpd
. Wastewater Characteristics
BOD
200 mg/1
�TSS
200-250 mg/1
NH N
25-30 mg/l
Discharge Stream
I
Lake Wylie
Effluent Limits (Anticipated)
Bob
30 mg/l
TSS
30 mg/1
! DO
5 mg/l
PH
6-9 SU
Fecal Coloform
100/100 ml
3. Treatment Process Components
Preliminary Treatment
Influent Pumping
Rough Screening, Influent
Flow Equalization
Secondary Treatment
Extended Aeration -Modified
Activated Sludge, Secondary
!
Clarification, Sludge Re -
Disinfection
Cycle
Chlorination - Gas
Solids Handling
Aerated Sludge Holding Tank
Final Treatment
Tertiary Filtration &
Post Aeration

PLANT COMPONENT DESIGN BASIS
(TYPICAL FOR EACH OF 3 PHASES)
1) Rouah Screening_.
Type
Manual Inclined 45
Bar Size & Spacing
1/2" Diameter x 1" Clear
Screeninq Area
3_Z SF
2) Flow Equalization
Type
Aerated, Variable Level
Tank
Volume
40,000 Gallons
Air Supplied
150 cfm C 5 psi
Blower -Size
7•.5 HP, '460 Volt, 3 Phase
Number
Two
Pumps
Type
Submersible-'
Number
Two
Capacity
140 gpm @ 18' TDH
Drive Size
7.5 SIP, 460 Volt, 3 Phase
60 Hertz
3) Biological Treatment
Type
Extended Aeration
24 Hour Detention
Aeration Tank
.Volume
Detention
'Free Board
Air Supplied
Blowers
Type
Number
Capacity
Drive Size
200,000 Gallons
24 Hours
12 Inches
3 cfm/lineal foot
Positive Displacement
Two
900 cfm @ 5 psi
40HP, 230 Volt, 3 Phase
60 Hertz

4) Settlino
Tanks
Number
Type
Volume Total
'Freeboard
Overflow Rate
C Average Rate
Detention @ Average Flow
Sludge Return
Type
Number
Capacity
Pipe Size
Scum Removal & Recirculation
Type
Pipe Size
5) Chrlorination
Tank
Volume
Detention
Chlorinator
Tvpe
Capacity
6) Pdst Aeration
Tank
Volume
Detention (w/o backwash)
Air Supply
7) Sludge Holding Tank
Tank
Volume -Total
Air Supply
0) Flow Measuring
Type Primary
Instrument
One
Mechanical
35,000 gallons
-i 2"
250 qpd/sf
4.2 'Hours
Air Lift Pump
Two, One Each Clarifier
0-150% of Design Flow
6 "'Di ameter
Airlift Surface Skim_mint_
311 Diameter
5000 Gallons
30 Minutes - Minimum
Gaseous - Dual V-Notch
100 •; /day
5000
30 Minutes j
1 cfm/lineal foot
20,000 Gallons
1 cfm/lineal foot from
Main Blower
45 V-Notch Weir
Flow Totalizer and
Recorder. Float Actuate(

9) Tertiary Fiters
,hype
Number
Diamerter
Filter Area -Total
Backwash
Type
Number of Pumps
Backwash Rate
Backwash Duration
Backwash Volume
Backwash Tank Volume
Dual -Medial (Gravel, Sand,
Anthracite), Gravity
Two
7' X 10' Each
70 sf
Water pressure & Air Scour
Reverse FLow
Two
15 gpm - Min.
15 gpm/sf
8,000 Gallons
2 Backwash Cvcles =
16,000 Gallons

UTILITY COMPANY LISTING
The following is a representative listing of private
utility companies presently active in the project 'area in the
ownership and operation of similar systems. The listing is
not intended to infer that these are the only companies
qualified nor an a recommendation of ownership.
1. Carolina Water Service Inc. of NC
(Mr. Carl Daniel) [phone]
2. Mid -South Water Systems, Inc.
(Mr. Carroll Weber) [phone]
3. Burnett Utilities
(Mr. William Burnett) [phone]
[phone]
4. Rayco Utilities
(Mrs. Rachel Stogner) [phone]

FIGURE 2
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CRESENT LAND a TIMBER CORP.*
TOPOGRAPHIC Lavib Des
N.C. 150 PROPERTY MAP Engineering Services, Inc.
I N. T. S. 1700 East Boulevard Charlotte, NC 28203

FIGURE 3
ICRESENT LAND a TIMBER CORP. � _L.JIT1QC�tJN.C. 150 PROPERTY SOOLS MAP Lanb
Engineering Services, Inc.
N. T. S. 1700 East Boulevard Charlotte, NC 28203

Z71'
4-
7'05
70,5
FIGURE
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FIGURE:':':5
FROM COLLECTION SYSTEM
. INFLUENT DUMP STATION
---�---- —--��FLON DIVERSION STATIN
r--t r
! -� rLOH EQUALIZATION l I
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HONIlORIN7
MANHOLE
LAKE NORMAN
CRESENT LAND a TIMBER CARP. TREATMENT Lan6D-es
N.C.150 PROPERTY e-
PROCESS Engineering Services,�lna
N.T. S. 1700 East Boulevard Charlotte, NC 28203

i
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 R.' Paul Wilms
September 1, 1989
William W. Cobey, Jr., Secretary Director
i
Mr. Robert B. Dienst
Post Office Box 30817
Charlotte, NC 28230
Subject: Permit No. NCO076350
Crescent Land and Timber Corporation
Iredell County
Dear Mr. Dienst:
In accordance with your 'application for discharge permit "-received on February
27, 1989, we are forwarding herewith the sub,je.ct State - NPDES 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 US Environmental Protection
Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in
this permit are unacceptable to you, you may request a waiver or modification pursuant
to Regulation 15 NCAC 2B .0508(b) by written request to the Director identifying the
specific issues to be contended. Unless such request is made within 30 days .following
receipt of this permit, this permit shall be final and binding.- Should your request
I be denied, you will have the right to request an adjudicatory hearing.
Please take notice that this permit is not transferable. Part II, D.3.
addresses the requirements to be followed in case of -change in ownership or control of
this discharge.
This permit does not affect the legal requirements to obtain other permits
which may be -required by the Division of Environmental Management or permits required
by the Division of Land Resources, 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 Jule Shanklin
at telephone number 919/733-5083..
y, DEFT. OF NATURAL
AND
oRieiNAL SIGNli BY
DENNIS. R. RAMSEY col,�n�u iTY nEVEi ®PititENT
R. PFa.Rl Wilms SEP p 7 1989
cc: Mr.
"x
Af RVI','.' "?' ��o�5�v_Lrle negicndl vr�aiCce Dlll. • E
uflN
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone].
An Equal Opportunity Affirmative Action Employer

Permit No. NCO076350
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
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,
Crescent .Land and Timber Corporation
is hereby authorized to discharge wastewater from a facility located on.
N. C. Highway .150
Lake Norman
Iredell County
to receiving waters designated as Lake Norman (Ca.tawba River) in the Catawba River
Basin
in accordance with effluent limitations, monitoring requirements, and other_
conditions set forth .in Parts I, II, and III hereof.
This permit shall. become effective September 1, 1989
This permit and the authorization to discharge shall expire at midnight on
August 31, 1994
Signed this day September 1, 1989
ditONAL SIGNED BY
QENNIS R. RAMSEY
FOR
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission. j

c
Permit No. NC0076350
SUPPLEMENT TO PERMIT COVER SHEET
Cresent Land and Timber Corporation
is hereby authorized to:
1. Enter into a contract for construction of a wastewater treatment facility;
and
2. Make an. outlet into Lake Norman (Catawba River); and
3. After receiving an Authorization to Construct from the Division of
Environmental Management, construct and operate 0.450 MCD wastewater
treatment facility located on N. C. Highway 150 at Lake Norman, Iredell
County (See Part III of this Permit); and
4. Discharge from said treatment works at the location specified on the
attached map into Lake Norman (Cata.bwa River_) which is classified Class
"WS-III & B" waters in the Catawba River Basin.

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A. (1). EFFLUENT LIMITATIONS
AND MONITORING REQUIREMENTS
NPDES No. NCO076350
During the period
beginning on the effective date
of the Permit
and lasting
until expiration, the
Permittee is authorized to discharge from outfall(s) serial number(s) 001.
Such discharges shall be limited
and monitored by the
Permittee as specified below:
Effluent Characteristics
Discharge Limitations
Monitoring
Requirements
.Lbs da Other Units
(Specify)
Measurement
Sample
*Sample
Monthly Avg. Weekly Avg. Monthly Avg.
Weekly Avg.
Frequency
Type
Location
Flow
0.450 MGD
Continuous
Recording
I or E
BOD, 5Day, 20 Degrees C
15.0 mg/1
22.5 mg/1
Daily
Composite
E
Total Suspended Residue
30.0 mg/1
45.0 mg/1
Daily
Composite
E
NH3 as N
4.0 mg/l
6.0 mg/1
Daily
Composite
E
Dissolved Oxygen (minimum)
5.0 mg/1
5.0 mg/1
Daily
Grab
E
Fecal Coliform (geometric mean)
200.0/100 ml
400.0/100 ml
Daily
Grab
E
Total Residual Chlorine
Daily
Grab
E
Temperature
Daily
Grab
E
Total Nitrogen (NO2 + NO3 + TKN)
Quarterly
Composite
E
Total Phosphorus
Quarterly
Composite
E
y Sample locations: E - Effluent, I - Influent
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be
monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
M3

Part J
B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for
discliarges in accordance with the following schedule:
Permi.ttee shall comply wi_tll Final Effluent Limitations by the effective
date of the permit.
2. Pe.rmit:tee shall at: all- times provide the operation and maintenance
necessary to operate the ex.i.sting facilities at optimum efficiency.
3. No later than 14 ca.lendnr days follOWAILg a date identified in the above
schedule of compliance, the permittee shall submit either a report of
progress or, in the case of specific actions being required by identified
daises, a written notice of compliance or noncompliance. In the latter
case., the notice shall include flip cause of noncompliance, any remedial
actions taken, and the pr.obabilli.y of meeting the next schedule
requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. GENERAL CONDITION
1. Duty to Comply_
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 for denial of a permit renewal application.
2. Penalties for Violations of Permit Conditions
Any person who violates a permit condition is subject to a civil penalty not
to exceed $10,000 per day of such violation. Any person who willfully or
negligently violates a permit condition is guilty of a misdemeanor punishable
by a fine not to exceed $1.5,000 per day of violation, or by imprisonment
not to exceed six months or. both.
3. Duty to Mitigate
The permittee shall take all reasonable steps to minimize any adverse impact
to navigable waters resulting from noncompliance with any effluent limitations
specified in this permit, including accelerated or additional monitoring as
necessary to determine the nature and impact: of the noncomplying discharge.
4. Permit Modification
After notice and opportunity for a hearing pursuant to NCGS 143-215.1(b)
(3) and NCGS 1.43-21.5.1(e) respectively, this permit may be modified, suspended,
or revoked in whole or in part during its term for cause including, but not
limited to, the following:
a. Violation of any terms or conditions of this permit;
b. Obtaining this permit by misrepresentation or failure to disclose fully
all relevant facts;
C. A change in any condition that requires either a temporary or permanent
reduction or elimination of the authorized discharge; or
d. Information newly acquired by the Division indicating the discharge poses
a threat to human health or welfare.
If the permittee believes that any past or planned activity would be cause for
modification or revocation and r.e.issuance, the permittee must report such
information to the Permit Issuing Authority. The submittal of a new application

Part II
Page 2 of 14
may be required of the permittee. The filing of a request by the permittee for
a permit modification, revocation and r.eissuance, or termination, or a
notification of planned changes or anticipated noncompliances, does not stray
any permit condition.
5. Toxic Pollutants
Notwithstanding Part IT, A-4 above, if a toxic effluent standard or prohibition
(.including any schedule of compliance specified in such effluent standard or
prohibition) is established Linder Section 307(a) of the Act for a toxic
pollutant which is present in the discharge, if such standard or prohibition
is more stringent than any limitation for such pollutant: in this permit, this
permit shall be revised or modified in accordance with the toxic effluent
standard prohibition and the permittee so notified.
The permittee shall comply with effluent standards or prohibitions established
under Section 307(a) of. the. Clean Water Act for toxic pollutants within the
time provided in the regulations that establish those standards or prohibitions,
even if the permit has not yet been modified to incorporate the requirement.
6. Civil and Criminal Liability
Except as provided in permit: conditions on "Bypassing" (Part II, B-3) and
"Power Failures" (Past I1, B-6), 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 compl.Once may be temporarily suspended.
7. 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 USC 1321. Furthermore,
the permittee is responsible for consequential damages, such as fish kills,
even though the responsibility for effective compliance may be temporarily
suspended.
8. 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.

Part II
Page 3 of 14
9. Onshore of 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.
i 10. Severabili
The provisions of this permit are severable, and 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.
11. Duty to Provide information
The permittee shall. :furnish to the Permit Issuing Authority; within a reason-
able 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 Issu.i.ng Authority upon request,
copies of records required to be kept by this permit.
SECTION B. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Proper Operation and Maintenance
The permittee shall at all. times maintain in good working order and operate
as efficiently as possible all treatment or control. facilities or systems
installed or used by the pe.rmIttee to achieve compliance with the terms
and conditions of this permit.
2. Need to Halt or Reduce not a Defense
I '
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
j order to maintain compliance with the condition of this permit.
3. Bypassing
Any diversion from or bypass of facilities is prohibited, except (i) where
unavoidable to prevent loss of life or severe property damage, or (ii)
where excessive storm drainage or runoff would damage any facilities
necessary for compliance with the effluent limitations and prohibitions of this
permit. All. permittees who have such sewer bypasses or overflows of this
discharge shall submit, not: later than six months from the date of issuance
of this permit, detailed data or engineering estimates which identify:
a. The location of each sewer system bypass or overflow;
1). .The frequency, duration and quantity of .flow from each sewer system
bypass or. overflow.

Part II
Page 4 of 14
This requirement is waived where infiltration/inflow analyses are scheduled
to be performed as part of an Environmental Protection Agency facilities
planning project.
The permittee shall report by telephone to either the central office or
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 division from or
bypass of facilities.
4. Upsets
"Upset" means an exceptional incident in which there is unintentional and
temporary noncompliance with technology based permit effluent limitations
because of factors beyond the reasonable control of the permittee. An upset
does not include noncompliance to the extent caused by operational error,
improperly designed treatment facilities, inadequate treatment facilities,
lack of preventive maintenance, or careless or improper operation. An upset
constitutes an affirmative defense to an action brought for noncompliance
with such technology.based permit limitation if the requirements of 40 CFR S
1.22.41(n)(3) are met.
5. -Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of
treatment or control of wastewaters shall be 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.
6. 'Power Failures
The permittee is responsible for maintaining adequate safeguards as required
by DEM Regulation, Title 15, North Carolina Administrative Code, Subchapter_ 211,
.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 C. MONITORING AND RECORDS
1. 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 ln.ss than daily shall be taken on a day and time that
is characteristic of the discharge over the entire period which 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 wastestr.eam, body of water, or substance. Monitoring points
shall not: be changed without notification to and. the approval of. the Permit
Tssuin,g Authority.

2
3
Part II
Page 5 of 14
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
(DEM No. MR 1, 1.1, 2, 3) or alternative forms approved by the Director, DEM,
postmarked no later than the 30th day .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 tliese, and all other
reports required herein, shall be submitted to the following address:
Division of Env.i.ronmental. Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 27687
Raleigh, North. Carolina 2761.1
Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted
scientific practices shall be selected and used to insure the accuracy and
reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to insure that the
accuracy of the measurements are 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. Once -through. condenser
cooling water flow which is monitored by pump logs, or pump hour meters as
specified in. Part T of this permit= and based on the mariufacti.rrer's pump
curves shall. not be subject to this requirement.
4. Test: Procedures
Test procedures for the analysis of pollutants shal.] conform to the EMC
regulations published pursuant- to NCGS 14-3-2.15.63 et seq, the Water and Air
Quality Reporting Acts, and to regulations published pursuant to Section 304(g),
33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and
Regulation 40 CFR 136.
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: he used.

Part II
Page 6 of 14
5. Penalties for Tampering
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, by punished by a fine of
not more than $10,000 per violation, or by imprisonment for not more than
six months per violation, or by both.
6. Records Retention
All records and information resulting from the monitoring activities required by
this permit including all records of analyses performed and calibration and
maintenance of instrumentation and recordings from continuous monitoring
instrumentation shall be retained for a minimum of three (3) years by the
permittee. This period of retention shall be extended during the course
of any unresolved litigation or if requested by the Division of Environmental
Management or the Regional Administrator of: the Enviro.nmen.tal. Protection Agency.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this
permit, the permittee shall record the following information:
a. The exact place, date, and time of sampling;
b. The dates the analyses were performed;
C. The person(s) who performed the analyses; and
d. The results of such analyses.
8. Right of Entry
The permittee shall allow the Director of the Division of Environmental
Management, the Regional Administrator, and/or their authorized representatives,
upon the presentations of credentials:
a. To enter upon the permittee's premises where an effluent source is located
or in which any records are required to be kept under the terms and
conditions of this permit; and
b. At reasonable times to have access to and copy any records required to be
kept under the terms and conditions of this permit; to inspect any
monitoring equipment or monitoring method required in this permit; and
to sample any discharge of pollutants.

Part II
Page 7 of 1.4
SECTION D. 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. Any anticipated facility
expansions, production. increases, or process modifications which will result
in new, different, or increased discharges of pollutants must be reported by
submission of a new NPDES application or, if such changes will not violate
the effluent limitations specified in this permit, by notice to the DEM of
such changes. Following such notice, the permit may be modified to specify
and limit any pollutants not previously limited.
2. Anticipated Noncompliance
The permittee shall give notice to the Permit Issuing Authority of any planned
change in the permitted facility or activity which may result in noncompliance
with permit requirements. Any maintenance of facilities, which might
necessitate unavoidable interruption of operation and degradation of effluent
quality, shall be scheduled during noncritical water quality periods and carried
out in a manner approved by the Permit Issuing Authority.
3. Transfer of Ownership or Control
This permit is not transferable. In the event of any change in name, control
or ownership of facilities from which the authorized discharge emanates or is
contemplated, the permittee shall notify the prospective owner or controller by
letter of the existence of this permit and of the need to obtain a permit in the
name of the prospective owner. A copy of the letter shall be forwarded to the
Division of Environmental Management.
4. Additional Monitoring by permittee
If the permittee monitors any pollutant at the location(s) designated herein
more frequently than required by this permit, using approved analytical methods
as specified above, the results of such monitoring shall be included in the
calculation and reporting of the values is required in the DMR. Such increased
frequency shall also be indicated. The DEM may require more frequent monitoring
or the monitoring of other pollutants not required in this permit by written
notification.
5. Averaging__of_Measurements
Calculations for limitations which require averaging of measurements shall
uti1.i.7,e an arithmetic mean unless otherwise specified by the Permit Issuing
Authority in the permit.

Part II
Page 8 of 14
6. 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 directly to receiving waters without treatment
of all or any portion of the influent to such station or facility.
d. Any time that self -monitoring information indicates that the facility has
gone out of compliance with its NPDES permit limitations.
Persons reporting such occurrences by telephone. shall also file a written
report in letter form within 15 days following first knowledge of the
occurrence.
7. Changes in Discha des of Toxic Substances:
The per_mittee shall notify the Permit lssui.ng Authority as soon as it knows or
has reason to believe:
a. That any activity has occurred or will. occur which would result in the
discharge, on a routine or frequent basis, of any toxic substance(s) (listed
at 40 CFR S 122, Appendix D, Table II and III) 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 ug/l.);
(2) Two hundred micrograms per liter (200 ug/1) for acrolein and
acryl.onitrile; five hundred micrograms per liter (500 ug/1)
for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one
milligram per liter (1 mg/l.) for antimony; or
(3) Five (5) times the maximum concentration value reported for that:
pol..lutant(s) in the permit application.

Part II
Page 9 of. 14
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
(listed at 40 CFR S 122, Appendix D. Table II and III) 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 ug/1);
(2) One milligram per liter (I mg/1) for antimony; or
(3) Ten (10) times the maximum concentration value reported for that
pollutant(s) .in the permit application.
8. E piration _of Permit
Per.mittee is not authorized to discharge after the expiration date. In order to
receive 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 discharge without a permit after the expiration will subject the permittee
to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et seq.
i
i
9. Signatory Requirements
All applications, .reports, or information submitted to the Permit Issuing
Authority shall be signed and certified.
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 employing more
than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter. 1980 dollars), if 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.

Part II
Page 10 of 14
b. All reports required by the permit and other information requested by the
Permit Issuing Authority shall be signed by a person described 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 environ-
mental 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.
C. Certification. Any person signing a document under- paragraphs a.. or b. of
this section shall making the following certification:
"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
manage the system, or those persons directly responsible for gathering the
information, the information submitted is, to the best of my knowledge and
believe, true, accurate, and complete. I am aware that there are
significant penalties for submitting fa..lse information, including the
possibility of fines and imprisonment for knowing violations."
10. Availability of Reports
Except for data determined to be confidential under NCGS 1.43-215.3(a) (2) or
Section 308 of. the Federal Act, 33 USC .1.318, all reports prepared in accordance
with the terms shall be available for public inspection at the offices of the
Division of Environmental Management. 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.
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 not more than $10,000 per violation, or by imprisonment
for not more than six months per violation, or by both.

Part II
Page 11 of 14
SECTION E. DEFINITION
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Natural
Resources and Community Development. 3. EMC:
Used herein means the North Carolina Environmental Management Commission.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal. Water Pollution Control Act, also known as the Clean Water Act, as
amended, 33 USC 1251, et. seq.
5. Mass Pay Measurements
a. The "monthly average discharge: is defined as the total mass of all
daily discharges sampled and/or measured during a calendar month on
which daily discharges are sample and measured, divided by the number
of daily discharges samples and/or measured during such month. It is
therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by
the number of days the tests were reported. The limitation is
identified as "Monthly Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of
all daily discharges sampled and/or measured during the calendar week
(Sunday -Saturday) on which daily discharges are sampled and measured,
divided by the number of daily discharges samples and/or measured
during such week. It is, therefore, an arithmetic mean found by
adding the weights of pollutants found each day of the week and then
dividing this sum by the number of days the tests were reported. This
limitation is ,identified as "Weekly Average" in Part I of the permit.
C. The "maximum daily discharge" is the total mass (weight) of a
pollutant discharged during a calendar. day. If only one sample is
taken during any calendar day the weight of pollutant calculated from
it is the "maximum daily discharge." This limitation is identified as
"Daily Maximum," in Part I of the permit.

6.
Part II
Page 12 of 14
d. The "average annual discharge" is defined as the total mass of all daily
discharges sample and/or measured during the calendar year on which daily
discharges are sampled and measured, divided by the number_ of daily
discharges sampled and/or measured during such year. It is, therefore, an
arithmetic mean found by adding the weights of pollutants found each day of
the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the
permit.
Concentration Measurement
a. The "average monthly concentration," other than for fecal. coliform
bacteria, is the sum of: the concentrations of all daily discharges
samples and/or measured during a calendar month on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled
and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected
during that calendar day. The average monthly count for fecal coliform
bacteria is the geometric mean of the counts for samples collected during a.
calendar_ month. This limitation is identified as "Monthly Average"
under "Other Limits" in Part I of the permit.
b. The "nver_age weekly concentration," other than for fecal coliform bacteria,
is the sum of the concentrations of all daily discharges sampled and/or
measured during a calendar week (Sunday/Saturday) on which daily discharges
are sampled and measured divided by the numbe.r. of daily discharges sampled
and/or measured during such week (arithmetic mean of the daily
concentration values). The daily concentration value is equal. to the
concentration of a composite sample or in the case of grab samples -is the
arithmetic mean (weighted by flow value) of all the samples collected during
that calendar. day. The average weekly count for fecal coliform bacteria is
the geometric mean of the counts for samples collected during a calendar
week. This limitation -is identified as "Weekly Average" under "Other
Limits" in Part I of the permit.
C. The "maximum daily concentration" is the concentration of a. pollutant
discharge during a calendar day. If only one sample is taken during any
calendar_ day the concentration of pollutant calculated from it is the
"Maximum Daily Concentration". It is identified as "Nil.y Maximum" under
If Other Limits" in Part 'I of the permit.

7.
8
Part II
Page 13 of 14
d. The "average annual concentration," other than for fecal coliform bacteria,
is the sum of the concentrations of all daily discharges sampled and/or
measured during a calendar year on which daily discharges are sampled and
measured divided by the number of daily discharges sampled and/or measured
during such year (arithmetic mean of the daily concentration values). The
daily concentration value is equal to the concentration of a composite
sample or in the case of grab samples is the arithmetic mean (weighted by
flow value) of all the samples collected during that calendar day. The
average yearly count for fecal coliform bacteria is the geometric mean
of the counts for samples collected during a calendar year. This
limitation is identified as "Annual. Average" under "Other Limits" in Part I
of the permit.
e. The "daily minimum concentration" (for dissolved oxygen only) is the
minimum allowable amount of dissolved oxygen required to be available in
the effluent prior to discharge. It is identified as "Daily Minimum" under
"Otherr Limits" in Part III of the permit.
Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours
average flow, averaged monthly. It is determined as the arithmetic mean
of the total. daily flows recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time
of sampling, when both the sample and flow will be representative of the
total discharge.
Tye es_of Samples
I. Composite Sample: These samples consist of grab samples collected at
equal_ intervals and combined proportional to flow, a. sample continuously
collected proportionally to flow, or equal volumes taken at varying time
intervals. If a composite sample is obtained from grab samples, the
following requirements apply. The intervals between influent grab
samples shall be no greater than hourly. Intervals between effluent grab
samples shall be no greater than hourly except where the detention time
of the wastewater in the facility is greater than 24 hours, in which
case, the interval between grab samples shall be no greater in number of
hours than the detention time in number of days; provided, however, in
no case may the time between effluent grab samples be greater than six
hours nor the number of grab samples less than four during any discharge
period of 24 hours or less.
b. Grab Sample: Grab samples are individual samples collected over a
period of time not exceeding 15 minutes; the grab sample can be taken
manually.

Part II
Page 14 of 14
9. Calculation of Means
a. Arithmetic Mean: The arithmetic mean of any set of values is the summation
of the individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of
the product of the individual values where N is equal to the number of
individual values. The geometric mean is equivalent to the antilog of
the arithmetic mean of the logarithms of the individual values. For
purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1).
C. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the
respective flows.
10. Calendar Day
A calendar day -is defined as 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.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116
pursuant to Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant -is any pollutant listed as toxic under Section. 307(a)(1) of
the Clean Water_ Act.
Revised 6/89

PART III
OTHER REQUIREMENTS
A. Previous Permits
All previous State water quality permits issued to this facility, whether for
construction or operation or discharge, are hereby revoked by issuance of this
permit. The conditions, requirements, terms, and provisions of this permit
authorizing discharge under the National Pollutant Discharge Elimination
System govern discharges from this facility.
B. Construction
No construction of wastewater treatment facilities or additions thereto shall
be begun until Final Plans and Specifications have been submitted to the
Division of Environmental. Management and written approval and Authorization
to Construct has been issued.
C. Certified Operator.
Pursuant to Chapter 90A-44 of North Carolina General Statutes, the permittee
shall employ a certified wastewater treatment plant operator_ in responsible
charge (ORC) of the wastewater treatment facilities. Such operator must
hold a certification of the grade equivalent to or greater than the
classification assigned to the wastewater treatment facilities, The
permittee shall notify the Division's Operator Training and Certification
Unit within five days of: any change in the ORC status.
D. Groundwater Monitorin
The permittee shall, upon written notice from the Director of the Division of
Environmental Management, conduct groundwater monitoring as may be required
to determine the compliance of this NPDES permitted facility with the current
groundwater standards.
E. Limitations Reopener
This permit shall be modified or alternatively, revoked and reissued, to comply
with any applicable effluent guideline or water quality standard issued or
approved under Sections 302(b) (2) (c), and (d), 304(b) (2), and 307(a.) (2)
of the Clean Water Act, if the effluent guideline or water quality standard
so issued or approved:
1. contains different conditions or is otherwise more stringent than any
effluent limitation in the permit; or.
2. controls any pollutant not limited in the permit.
The permit as modified or reissued under this paragraph shall also contain any
other requirements in the Act then applicable.

Part III
Permit No. NCO076350
F. Toxicity Reopener
This permit shall be modified, or revoked and reissued, to incorporate toxicity
limitations and monitoring requirements in the event toxicity testing or other
studies conducted on the effluent or receiving stream indicate that detrimental
effects may be expected in the receiving stream as a result of this discharge.
G. If this facility is built in phases, plans and specifications for the next
phase shall be submitted when the flow to the existing units reaches 80% of the
design capacity of the facilities on line. At no time may the flow tributary
to the facility exceed the design capacity of the existing units.
i
H. The outfall line shall be extended into the Main Chanel of Lake Norman.
I
I. The permittee shall properly connect to an operational publicly owned
wastewater collection system within 180 days of its availability to the site,
if the facility is in noncompliance with its permit effluent limitations for
three consecutive months.
J. Nutrient Control
This permit may be modified, or revoked and reissued to include an effluent
limitation on nutrients for this discharge depending upon the following:
1. The findings of a study by the Division of Environmental Management
determine nutrient control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the
receiving waters.
3. The onset of problem conditions in the receiving waters.

PART IV
ANNUAL ADMINISTERING AND COMPLIANCE FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a
timely manner in accordance with 15 NCAC 2H .0105(b)(4) may cause this Division
to initiate action to revoke the permit.

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC002 <0
FACILITY NAME: Cef--e_e4 ++ -Ct" 0-%J y`�+ Y Coves
Facility Status: EKSTM MWOM)
(circle ow.)
';Permit Status: RENEWAL- M00l1CA'ifON C�
• Wrcb o�
Major.
Pipe . Nos. 0O
y, ZED D-q-[��� D.600
Design..Capacity (MGD): - *
, Domestic (S of Flow): DO
Industrial (Z of Flow): /
!RECEIVING STREAM. -
class W S-1 (( Eb
Sub•Basln: Z
4sfsrence US.GS Quad: 'W,% !sass attach)
county:. T.✓� 2�� .
Regional Office: As Fa Mo Ra Wa WI . WS
iefirms one)
Requested By: i. ,Date: 3
Prepared 1
Reviewed
Modeler
Date .Rec.
+�
sM1J
3 i 8�
5153
TialGJ
Dra nage Area (m?) K'T Avg. Streamflow.
7Q10 (cfs) �� Winter 7Q10 .(cfs) 6230Q2 (cfs)
Toxicity Limits: IWC % (circle one) Acute / .Chronic
Instream Monitoring:, .
Parameters
ov
Ap RfFy741 MR�g6
Upstream N Location.. �' FEirSs.
IgR9 .
Downstream A/ Location• �b°R
Effluent
Characteristics
Sumner
Winter
BODE (mg/0
NHS N (mg/1)
D.O. (mg/1)
S
TSS (mg/1)
30
F. Col. (/100ml)
0200
pH (SU)
(- q
1l0Z-4'1VC) _3
h'

t v
A N
I �fe
c!
A'l A
U, I V f: F,
0 3 C! 8D
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b-I R C,
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0
"J -A Cl
15 W-
A K 'El 'ED
E T
T h I
f lo W
90
0. 2 0 Cl
6 Cj
30
A f n r6 c) n i t 09
gp,
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00
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754
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MAR 2'
1989
A"kESOILE RECENED
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