NC0069761_Permit Issuance_20071026

NPDES DOCUHEN'1' !iCANNINO COVER !MEET
NPDES
Permit:
NC0069761
Beech Mountain / Pond Creek WWTP
Document
Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
October 26, 2007
This document is printed on reuse paper - ignore any
content on the reirerse side

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
October 26, 2007
Mr. Michael Boaz, Town Manager
Town of Beech Mountain
403 Beech Mountain Parkway
Beech Mountain, NC 28604
Subject: Issuance of NPDES Permit
Permit NC0069761
Pond Creek WWTP
Watauga County
Dear Mr. Boaz:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued
pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of
Agreement between North Carolina and the U.S. Environmental Protection Agency dated May 9, 1994
(or as subsequently amended).
This final permit contains no significant change from the draft permit dated August
29,2007.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such
demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Water Quality or permits required by the Division of Land Resources, the
Coastal Area Management Act or any other Federal or Local governmental permit that may be
required.
If you have any questions concerning this permit, please contact Agyeman Adu-Poku at
telephone number [phone], extension 508.
cc: Central Files -/-‘)
NPDES File
Winston-Salem Regional Office / Surface Water Protection
Aquatic Toxicology Unit
Sincerely
1
Coleen H. Sullins
One
Carolina
atural/f
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: www.ncwaterquality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Permit NC006976 1
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
Town of Beech Mountain
is hereby authorized to discharge wastewater from a facility located at the
Pond Creek WWTP
364 Locust Ridge Road near Beech Mountain
Watauga County
to receiving waters designated as Pond Creek in the Watauga River Basin in accordance with effluent
limitations, monitoring requirements, and other conditions set forth in Parts I, II, III and IV hereof.
This permit shall become effective December 1, 2007.
This permit and authorization to discharge shall expire at midnight on September 30, 2012
Signed this day October 26, 2007.
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0069761
SUPPLEMENT TO PERMIT COVER SHEET
E Permits issued to this facility,whetherfor operation or discharge are hereby
previous NPDES p g
revoked. As of this permit issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
The Town of Beech Mountain is hereby authorized to:
1. Continue to operate an existing 0.40 MGD contact stabilization wastewater treatment system with
the following components:
• Influent screening
• Flow measurement
• Ultraviolet disinfection
• Sludge drying beds
The facility is located near Beech Mountain at the Pond Creek WWTP off Locust Ridge Road in
Watauga County.
2. Discharge from said treatment works at the location specified on the attached map into Pond Creek,
currently classified C-Trout waters in the Watauga River Basin.

Pond Creek WWTP
Receiving Stream: Pond Creek Subbasin: 04-02-01
Drainage Basin: Watauga River Basin Latitude: 36° 12' 49" N
Longitude: 81° 52' 30" W Permitted Flow: 0.40 MGD
Stream Class: C-Tr Grid/Ouad: C 11 NE, Valle Crucis
North
NPDES Permit No. NC0069761
Watauga County

Permit NC0069761
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on effective date of this permit and lasting until expiration, the Permittee is
authorized to disFharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as
specified below: I
it
••, .-
'l - •
LIMITS _
���..c . , -
r` +.
z �:, MONITORING.RE QUIREMENTS,
', a s9 '• - k 4ir• T - :; ' , ,
•is `�+ 'Ur .r,,..` s,s, r-, ,+.� �,
PARAMETER
+ .:1•
. - . ,
3 ..
-is s _ r,° + .. cr' : y' '
';'t' 4�, �:;��s" "% �,�, �:•: •
Monthly_.
• Average .
Weekly „
Average ,
Daily .
' Maximum
Measurement:
. Frequency . s
Sample
'.:;':Type >
Sample Location!,F.'
< <' > w` r gNxti* w �<<i
Flow
0.40 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (20°C)Z
30.0 mg/L
45.0 mg/L
Weekly
Composite
. Influent & Effluent.
Total Suspended Solids2
1.
30.0 mg/L
r 45.0 mg/L
Weekly
Composite
Influent & Effluent
NH3 as N
2/Month
Composite
Effluent
Dissolved Oxygen
(April 1— October 31)
Weekly
Grab
Effluent,
Upstream &
Downstream
Fecal Coliform 1
(geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chll rine4
28.0 ug/L
2/Week
Grab
Effluent
Temperature (°C)
Daily
Grab
Effluent
Temperature (°C)1
Weekly
Grab
Upstream &
Downstream
Total Nitrogen 1
(NO2+NO3+TKN)
Semi-
Annually
Composite
Effluent
Total Phosphorus
Semi-
Annually
Composite
Effluent
Chronic Toxici1
Quarterly
Composite
Effluent
pH('
Weekly
Grab
Effluent
Footnotes:
1. Upstream = 00 feet above discharge. Downstream = 300 feet below discharge.
2. The monthly average BOD5 and Total Suspended Solids concentrations shall not exceed 15% of the
respective influent value (85% removal).
3. The daily dissolved oxygen concentration shall not be less than 5.0 mg/L.
4. Limit and monitoring requirements apply only if chlorine is used for disinfection.
5. Chronic Toxicity (Ceriodaphnia) P/F at 51%; January, April, July & October (See A. (2).)
6. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

Permit NC0069761
A. (2) CHRONIC TOXICITY PERMIT LIMIT (Quarterly)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia
dubia at an effluent concentration of 51.0%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the `North Carolina
Ceriodaphriia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina
Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will
be performed during the months of January, April, July and October. Effluent sampling for this testing shall be
performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then
multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North
Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration
having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable
impairment of reproduction or survival. The definition of "detectable impairment," collection methods, exposure regimes,
and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test
Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring
Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and
THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address:
Attention:
NC DENR / DWQ / Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days after
the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response
data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the
effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee
will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit
number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the
form. The report shall be submitted to the Environmental Sciences Branch at the address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required, monitoring will be required
during the following month. Should any test data from this monitoring requirement or tests performed by the North
Carolina Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specked in the cited document, such as minimum control organism survival,
minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will
require immediate follow-up testing to be completed no later than the last day of the month following the month of the
initial monitoring.

NORTH CAROLINA
FORSYTH COUNTY
AFFIDAVIT OF PUBLICATION
Before the undersigned, a Notary Public of said County and State, duly
commissioned, qualified, and authorized by law to administer oaths, personally
appeared D.H. Stanfield, who being duly sworn, deposes and says: that he is
Controller of the Winston-Salem Journal, engaged in the publishing of a newspaper
known as Winston-Salem Journal, published, issued and entered as second class mail
in the City of Winston-Salem, in said County and State: that he is authorized to
make this affidavit and sworn statement: that the notice or other legal advertisement,
a true copy of which is attached hereto, was published in Winston-Salem Journal on
the following dates:
September 1, 2007
and that the said newspaper in which such notice, paper document, or legal
advertisement was published was, at the time of each and every such publication, a
newspaper meeting all the requirements and qualifications of Section 1-597 of the
General Statutes of North Carolina and was a qualified newspaper within the
meaning of Section 1-597 of the General Statutes of North Carolina.
This 4th day of September, 2007
(signature bf p
n making affidavit)
Sworn to and subscribed before me, this 4th day of September, 2007
My Commission expires: September 28, 2010
KIMALEY JOHNSON
NOTARY PUBLIC
FORSSSIONYTH COUNTY
STATE OF NORTH CAR ' I
MY COMMIEXPIRES
PUBLIC NOTICE
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT
COMMISSION/NPDES UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NC 27699-1617
NOTIFICATION OF INTENT TO ISSUE
A NPDES WASTEWATER PERMIT
On the basis of thorough staff review and applica-
tion of NC General Statute 143.21, Public law 92-500
and other lawful standards and regulations, the
North Carolina Environmental Management Com-
mission proposes to issue a National Pollutant Dis-
charge Elimination System (NPDES) wastewater
discharge permit to the person(s) listed below ef-
f?ctive 45 days from the publish date of this notice.
Written comments regarding the proposed permit
will be accepted until 30 days after the publish date
of this notice. All comments received prior to that
date are considered in the final determinations
regarding the proposed permit. The Director of the
NC Division of Water Quality may decide to hold
a public meetingfor the proposed permit should
the Division receive a significant degree of public
interest.
Copies of the draft permit and other supporting in-
formation on file used to determine conditions
present in the draft permit are available upon re-
quest and payment of the costs of reproduction.
Mail comments and/or requests for information
to the NC Division of Water Quality at the above ad-
dress or call Dina Sprinkle [phone], extension
363 at the Point Source Branch. Please include
the NPDES permit number (attached) in any com-
munication. Interested persons may also visit the
Division of Water Quality at 512 N. Salisbury Street,
Raleigh, NC 27604-1148 between the hours of 8:00
a.m. and 5:00 p.m. to review information on file.
Aqua NC, Inc. (4163 Sinclair Street, Denver, NC
28037) has applied for renewal of NPDES permit
NC0088498 for the Mitchell Bluff Subdivision WTP in
Surry County. This permitted facility discharges
0.0017 MGD treated wastewater to an unnamed
tributary to Mitchell Creek in the Yadkin -Pee Dee
River Basin. Currently total residual chlorine is wa-
ter quality limited. This discharge may affect future
TLZ ON 'S•M '80E#" lS
3 'M 000Z :ol uallai
00 8 awnsati •wdg-T
lauaaS/ '1d333i1 ld
16Z-4LL-9E£ :ol xe; Jo
u•ylnospagre sgolooe
wnsau Ilewe assaid
Ixa uo paseq iUeies
aumbau piag palelau
seal( 5-E •JIuoM azq
uolud of age aq pus
pis uolleolunwwoa
ieuoneZw26u0
ualla3xa envy Isnyy
snuoq a a6 alMouJl
s)f008Jloin�•lsnw e
sllpls Jalndwoo pus
SOZT
'3UI `iavw-581 olnd
SiVOIS3INV
006'9$ lsn f'sallw NEE
Jtluo'yleqq pue uayol!N
ling '3/v dollooa yeaH
•JoleuauaD'xls sdaalS
'341OH11O1OW 9Z
3ISSV13 58. N3INH3Y03
1
alq
C
rum
uoa
i
u00

IWC Calculations
Town of Beech Mountain
NC0069761
Prepared By: Agyeman Adu-Poku, NPDES Unit
Enter Design Flow (MGD):
Enter s7Q10(cfs):
Enter w7Q10 (cfs):
0.4
1.3
1.9
Residual Chlorine
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (l
IWC I(%)
Allowable Conc. (ug/I)
Fecal Limit
(If DF >331; Monitor)
(If DF <331; Limit)
Dilution Factor (DF)
Ammonia (NH3 as N)
(summer)
1.3 7Q10 (CFS)
0.4 DESIGN FLOW (MGD)
0.62 DESIGN FLOW (CFS)
17.0 STREAM STD (MG/L)
0 UPS BACKGROUND LEVEL
32.29 IWC (%)
53 Allowable Conc. (mg/I)
200/100mI
3.10
Ammonia (NH3 as N)
(winter)
7Q10 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL
IWC (%)
Allowable Conc. (mg/I)
Rule of tumb never give small facility <2 ug/L of NH3
NPDES ServorlCurrent Versions/IWC
1.3
0.4
0.62
1.0
0.22
32.29
2.6
1.9
0.4
0.62
1.8
0.22
24.60
6.6
8/28/2007

cc: Permits and Engineering
Technical Support Branch
County Health Dept.
Central Files
WSRO
SOC PRIORITY PROJECT: Yes No
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: Charles Weaver
Date: July 31, 2007
NPDES STAFF REPORT AND RECOMMENDATION
County Watauga
Permit No. NC0069761
PART I - GENERAL INFORMATION
1. Facility and Address: Pond Creek WWTP
364 Locust Ridge Road
Beech Mtn
Watauga Co
A U G 8 2007
2. Date of Investigation: March 21, 2007
3. Report Prepared by: Sue White
4. Persons Contacted and Telephone Number: Robert Heaton 828-387-4724
5. Directions to Site: 421 to Boone, 105S from Boone to Banner Elk, rt on Hwy 184 to
Beech Mtn.
6. Discharge Points(s), List for all discharge points: One discharge point into Pond Creek
Latitude: 36d 12' 45"_ Longitude: 81d 52' 37"
U.S.G.S. Quad No. C11NW_ U.S.G.S. Quad Name _ Elk Park
7. Site size and expansion area consistent with application? Yes
8. Topography (relationship to flood plain included): Mountainous
9. Location of nearest dwelling: 500 yards

10. Receiving stream or affected surface waters: Pond Creek
a. Classification: C-Trout
b. River Basin Watauga and Subbasin No.: 040201
c. Describe receiving stream features and pertinent downstream uses: General use
Part II - DES RIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater to be permitted: MGD (Ultimate Design Capacity)
0.4 MGD
b. What is the current permitted capacity of the Waste Water Treatment facility?
0.'4 MGD
c. Actual treatment capacity of the current facility (current design capacity)?
04MGD
d. Date(s) of construction activities allowed by previous A/Cs issued in the previous
two years. N/a
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities; Influent bar screen, flow measurement, UV disinfection,
sludge drying beds.
f. Please provide a description of proposed wastewater treatment facilities. N/a
g•
Possible toxic impacts to surface waters: fecal
h. Pretreatment Program (POTWs only): n/a
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
Other disposal/utilization scheme(Specify): Solids pumped on as -needed basis and taken
iP
to municipal WWTP
3. Treatment plant classification (attach completed rating sheet).
SIC Code (s):
NPDES Permit Staff Report
Version 10/92
Page 2

Primary Secondary
Main Treatment Unit Code:
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds or are any public monies
involved. (municipals only)? N/a
2. Special monitoring or limitations (including toxicity) requests: none at this time
3. Important SOC, JOC or Compliance Schedule dates: (Please indicate) n/a
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all of the non -discharge
options available. Please provide regional perspective for each option evaluated.
N/a
5. Other Special Items: N/a
PART IV - EVALUATION AND RECOMMENDATIONS No issues with this plant at this
time.
Signature of report preparer
Water Quality Regional Supervisor
NPDES Permit Staff Report
Version 10/92
Date
Page 3

SUMMER
MODEL RESULTS
Discharger : POND CREEK WWTP
Receiving Stream : POND CREEK
The End D.O. is 7.55 mg/1.
The End CBOD is 22.02 mg/l.
The End NBOD is 44.22 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/I) (mgd)
Segment 1 6.34 0.00 1
Reach 1 45.00 90.00 5.00 0.40000

*** MODEL SUMMARY DATA ***
Discharger POND CREEK WWTP Subbasin : 040201
Receiving Stream : POND CREEK Stream Class: C-T
Summer 7Q10 : 0.6 Winter 7Q10 : 0.9
Design Temperature: 23.0
LENGTH
mile
SLOPE VELOCITY DEPTH Kd Kd I Ka Ka KN
ft/mi fps ft design @20° design @20° design
Segment 1
Reach 1
0.64
444.00
0.519
0.40
1.13 10.99 153.37
50.00
0.63
Flow CBOD NBOD
cfs mg/1 mg/1
Segment 1 Reach 1
Waste 0.620 45.000 90.000
Headwaters 0.600 2.000 1.000
Tributary 0.000 2.000 1.000
* Runoff 0.000 2.000 1.000
* Ruinoff flow is in cfs/mile
D.O.
mg/l
5.000
7.720
7.720
7.720

SUMMER
Seg # I Reach #
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Seg # I Reach #,
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Seg # I Reach #
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Seg # I Reach #
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Seg # I Reach #
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Seg # I Reach #
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Seg # I Reach 'I#
1 1
1 1
1 1
1 1
1 1
1 1
1 1
Seg # I Reach #
Seg Mi I
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi I
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi I
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi I
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi I
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi I
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi I
D.O.
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
CBOD
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
NBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
Flow I
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I

1
• 1
1
1
1
1
1
Seg #
1
1
1
1
1
1
1
Seg #
1
1
1
1
1
1
1
Seg #
1
1
1
1
1
1
1
Reach #
1
1
1
1
1
1
1
Reach #
1
1
1
1
1
1
1
Reach #
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi
0.00
0.10
0.20
0.30
0.40
0.50
0.60
Seg Mi
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
6.34
6.90
7.20
7.37
7.46
7.51
7.55
D.O.
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
23.85
23.54
23.22
22.92
22.61
22.31
22.02
CBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
46.23
45.89
45.55
45.21
44.88
44.55
44.22
NBOD
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I
1.22
1.22
1.22
1.22
1.22
1.22
1.22
Flow I

S h,
TOWN OF
Beech
MOUNTAIN
Michael Boaz. Manager
David R. Patetta, Attorney
Town of
Beech Moantairl
403 Beech Mountain Parkway
Beech Mountain, North Carolina 28604-8012
Phone: [phone]
Fax: [phone]
www.townofbeechmountain.com
Carolyn Bryant
NC DENR-DWQ-Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
March 22, 200 7
Dear Mrs. Bryant,
ML k
Mayor
Rick Owen
Vice Mayor
Gil Adams
Council Members
Peter K. Chamberlin
Randy Corn
Paul Piquet
The Town of Beech Mountain is hereby requesting renewal of our NPDES Permit NC0069761,
NC0022730, and NC0088099. There have been no changes to any of these WWTP or discharges. If you
have any further questions feel free to contact me at 828-387-4236.
Sincerely,
Michael Boaz
Town Manager
Eastern America's Highest Town

A
8
C
D
F
G
H
M
N
53
STRUCTURE SCHEDULE
SLUDGE DRYING BEDS
LAB & BLOWER BUILDING
MECHANICAL BAR SCREEN
DIVERSION BOX
CONTACT STABILIZATION UNIT
WEIR BOX
()ARSON BOX
UV BUILDING
PROPOSED CLARIFIER /2
PROPOSED UV BUILDING
PROPOSED AEROBIC DIGESTER
PROPOSED DEWATERING BUILDING
PROPOSED SLUDGE VALVE VAULT
PROPOSED GENERATOR
WOODED
GATE
'?c I C-41tcj� �► 1%f 7 l" t,�.y�5,�e,- CoprjtL&c4•w f e-imett.441.b y Norco e4- Z-ad?
•
FF 3725.93
IN-3721.25. OUT-3720.B0
IN=3720.21, OUT=3719.56
t N 3704.55. OU T . 3703.55
IN=3702.09, OUT=3701.08, OUT=3701.01 (FUTURE)
FF 3701.50
FF 3726.00
FF 3728.00
1B
UU-W
182.16'
E 6•C6
1P391
A
�°hr4
PROP
Y rt W \T
_y1
vl
PLUG PIPE, TYP
EX SAN MH SCHEDULE
MH NO. TOP
E-1
E- 2
E-3
E- 4
E-5
E-6
E- 7
JB-1
3746.77
3727.67
3723.96
3708.75
3730.35
3727.41
3715.41
3747.18
INVERT
IN OUT
3706.55
3724.51
3741.57
3720.97
3720.89
3704.95
3724.60
3722.51
3712.41
3740.88
= �X
EX STM STRUCT. SCHEDULE
STRUCT.
NO. TOP
INVERT
IN OUT
DI-1
DI-2
DI- 3
J-1
3731.07
3726.59
3726.52
3727.14
3729.47
3725.49
3724.52
3723.74
PROP STM STRUCT. SCHEDULE
STRUCT.
NO. TOP
INVERT
IN OUT
DI-4 3724.50
01-5 3699.50
500"56.00"W-_1H).28'�x/-
�-
Ix
X ----- EX. 6' CHAIN UN`X �x
�INV.
3692.57
'CO
-1_W
W/M//
'Z WOODED
1s• ate'.-� _____
TPP3390
X
E-
PROP. 2•.2• TEE
4-2 OV & eox
W W
3721.50
3696.50
X--- -X
S00'56'00"W - 101.3
DI-3
X
INV.
. \ DEMOI
PROP
PROP
PIPE
X
EX. 6' C
-X--
f w j
i O64‘6'
DI-2
PRO -re -WAS
3722.45
PROPOSED PIPING PLAN
a' -
ov
PROP e
E-6
PROP. I
- - - 182.16'
EX. f
X --mac X --«-'
500'56'00"W -- 60.26�y4 -- ` - 500:6.00 W -- 1G1.33' _
N twOVE
ONG,

TOWN OF
Beech
MOUNTAIN
Seth Lawless, Manager
David R. Palette, Attorney
TouOnrto
eecb Moanta ire.
403 BEECH MOUNTAIN PARKWAY
BEECH MOUNTAIN, �N.O�ReTH. CAROUNA, 28804-8012
704/387.4238 a%ef,. _
FAX: [phone]
MATERIAL HANDLING FOR BEECH MOUNTAIN COMPOST
Mayor
Fred Pfohl
Tim Holland
Count Members
Shhla H. Fletcher
Kakp Handley
Edward J. WaUgroaki
Sludge residual for Beech Mountain compost is a byproduct of the Pond
Creek Wastewater Treatment Plant, which also houses the compost facility. Sludge
is stored in three sand beds until it is mixed for compost. Leachate from the
compost mixing, aeration, and retention areas s r urne Into the wastewater
plant.
The composting process usually has a_ 50-90 day duration, but It may be
retained until it is needed. Finished��:compost is stored in the retention area
until the Town is ready ,for ,bulk distribution,. usually a complete composted
batch. Compost from Beech_:: Mountain` 'ix impost : is -used by the Town for
beautification projects within'the • Town;iimits;twith some being distributed for
home use. Total volume of compost produced 'per year:. 8-24 tons, with an 8-ton
sludge maximum.
PRA-lit- f -. Lt.ficiaA C.LII si r( wi bC I
Ej. trA_ lull-► C a s. U f a tic 4ptok., i C'41-k Cv At7! Y COO
c,i U Y P • - P— t4Je ZsZ3.

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
ial for expedited permit renewal
Reviewer/Date---- _- - i
4110/ i . ciOrv`i
Permit Number
0 Gad 64 76 I
Facility Name
Pots, C/L° VI !I
Basin Name/Sub-basin number
Octo2D 1
Receiving Stream
&I P C
Stream Classification in Permit
Gk
Does permit need NH3 limits?
N o
Does permit need TRC limits?
All, 'fti sr /J5 (ur No c e- l f t 3
Does permit have toxicity testing?
06 y es
Does permit have Special Conditions?
No
Does permit have instream monitoring?
Y 5
Is the stream impaired 303 d) list)?
p (on() )
wio
Any obvious compliance concerns?
— 5 one a —. lup A- 017-eb A.)0 vV
Any permit mods since last permit?
"—SEA 1/ t foci /ken)
Existing expiration date
1 /30/a7
New expiration date
cV Scit 2-
Miscellaneous Comments
-� NJ i 3 1/' ?j/o 4 ivto D TA I*) C4c 712Cr Am, o i /vo7
11#1 I N o1L itetmAiL
YES_ This is a SIMPLE EXPEDITED permit renewal (administrative
renewal with no changes, or only minor changes such as TRC, NH3,
name/ownership changes). Include conventional WTPs in this group.
YES / This is a MORE COMPLEX EXPEDITED permit renewal (includes
Special Conditions (such as EAA, Wastewater Management Plan), 303(d)
listed, toxicity testing, instteam monitoring, compliance concerns, phased
limits). Basin Coordinator to make case -by -case decision.
YES_ This permit CANNOT BE EXPEDITED for one of the following reasons:
p. ur nt.
'ri1'r lMP?C
tikt
• Major Facility (municipallindustrial)
• Minor Municipals with pretreatment program C? > - Po'Sdr 1 P0671.1- Tel e�
• Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS,
etc)
• Limits based on reasonable potential analysis (metals, GW remediation organics)
• Permitted flow > 0.5 MGD (requires full Fact Sheet)
• Permits determined by Basin Coordinator to be outside expedited process
TB Version 8/18/2006 (NPDES Server/Current Versions/Expedited Fact Sheet)
002- IS+4