NC0087602_Renewal Application_20170327

Is
r
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Water Resources
ENVIRONMENTAL QUALITY
March 2q, 2017
Mr. Dan Harbaugh, Executive Dir.
Tuckaseigee Water & Sewer Authority
1246 West Main Street
Sylva, NC 28779
Subject: Permit Renewal
Application No. NCO087602
Whittier WWTP
Jackson County
Dear Mr. Harbaugh:
ROY COOPER
Governor
MICHAEL S. REGAN
Sea-etary
S. JAY ZIMMERMAN
Director
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on March 27, 2017. The primary reviewer for this renewal
application is Joe Corporon.
The primary reviewer will review your application, and he will contact you if additional
information is required to complete your permit renewal. Per G.S. 150B-3 your current permit
does not expire until permit decision on the application is made. Continuation of the current permit
is contingent on timely and sufficient application for renewal of the current permit.
Please respond in a timely manner to requests for additional information necessary to
complete the permit application. If you have any additional questions concerning renewal of the
subject permit, please contact Joe Corporon' at 919-807-6394 or [e-mail].
cc: Central Files
NPDES
Asheville Regional Office
Sincerely,
70" %4*id
Wren Thedford
Wastewater Branch
State of North Carolina I Environmental Qaality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300

TUCKASEIGEE WATER & SEWER AUTHORITY
SERVING JACKSON COUNTY
1246 West Main Street
Sylva, NC 28779
Phone: [phone] • Fax: [phone]
March 24th, 2017
NCDENR/DWR
NPDES Unit
1617 Mail Service Center
Raleigh NC 27699-1617
Subject: Permit Renewal
1V� �,10,AI-&
NPDES Permit # NCO087602
Jackson County
Attn: Wren Thedford,
RECEIMNMEOIDWR
MAR 27 2011
P, WatefQuality
With this letter and completed application, the Tuckaseigee Water and Sewer Authority
requests renewal of the NPDES permit for the Whittier Sanitary District's WWTP facility.
In accordance with a Contract and Agreement dated April 23, 2007, by and between the
Whittier Sanitary District and the Tuckaseigee Water and Sewer Authority, the Authority
agreed to act as the agent for the Whittier WWTP, including all necessary administrative and
fiscal actions such as this NPDES permit renewal application. Please accept the attached three
(3) copies of the Permit Renewal for the Whittier WWTP, NPDES # NC0087602.
I trust the application is complete, but if there are any questions or if you need additional
information please contact me at the letterhead address, or if you prefer directly at:
Office Phone-828-586-9318
Cell Phone- 828-508-1072 or
E-mail- [e-mail]
Sincer ly,
Stan Bryson
Wastewater Plant Operations Superintendent
Tuckaseigee Water and Sewer Authority
xc: Mr Mitchell Jenkins, Chairman, Whittier Sanitary District
Mr Dan Harbaugh, Executive Director, TWSA
Mr. Harvey Bingham, ORC, Whittier WWTP

{I FACILITY NAME AND PERMIT NUMBER: I PERMIT ACTION REQUESTED: I RIVER BASIN:
Whittier Sanitary District WWTP, NCO087602 Renewal
FORM
2A NPDES FORM 2A APPLICATION OVERVIEW
NPDES
APPLICATION OVERVIEW
Little Tennessee
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
LIAR 2.7 201
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.B. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12. _ Water uafib
B. Additional Application Information for Applicants with a Design Flow z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCLA Wastes). SIUs are defined as:
1. All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter 1, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
C. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22

Y FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Whittier Sanitary District WWTP, NCO087602
Renewal
Little Tennessee
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.I. Facility Information.
Facility Name Whittier Sanitary District, c/o Mr. Mitchell Jenkins
Mailing Address 145 Passmore Lane
Whittier, NC 28789
Contact Person Mr. Mitchell Jenkins
Title Chairman
Telephone Number [phone]
Facility Address 294 Clearwood Drive
(not P.O. Box) Whittier, NC 28789
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Tuckaseigee Water & Sewer Authority
Mailing Address 1246 West Main St.
Svlva NC 28779
Contact Person Stan Bryson
Title WWTP Operations Supt.
Telephone Number [phone]
Is the applicant the owner or operator (or both) of the treatment works?
owner X operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
❑ facility X applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state -issued permits).
NPDES NC 0087602 PSD
UIC Other
RCRA Other
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
Whittier 85-150 Separate Municipal
Total population served 85-150
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22

Whittier Sanitary District WWTP I Renewal I Little Tennessee
.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes X No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
X Yes No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 12'" month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 0.100 mgd
Two Years Ago Last Year This Year
b. Annual average daily flow rate .009(2014) 0.008 mqd (2015 )_ 0.009 mad 12016)
C. Maximum daily flow rate .051 (41812014) 0.068 mqd (12129115) 0. 055mgd (2116/16)
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
X Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer %
A.B. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? X Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
I. Discharges of treated effluent one
ii. Discharges of untreated or partially treated effluent -0-
iii. Combined sewer overflow points -0-
iv. Constructed emergency overflows (prior to the headworks) -0-
v. Other -0-
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes X No
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
Location:
Number of acres:
Annual average daily volume applied to site:
Is land application ❑ continuous or ❑ intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works?
❑ Yes
mgd
mgd
VAMP,
X Yes ❑ No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22.
Page 3 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whittier Sanitary District WWTP, NCO087602 Renewal Little Tennessee
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe).
Digestor sludge will be hauled via tank truck to TWSA Plant #1 for treatment and disposal.
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number
For each treatment works that receives this discharge, provide the following:
Name TWSA Plant #1
Mailing Address
Svlva NC 28779
Contact Person Stan Bryson
Title Wastewater Plant Operations Supt.
Telephone Number [phone]
If known, provide the NPDES permit number of the treatment works that receives this discharge NC 0039578
Provide the average daily flow rate from the treatment works into the receiving facility. 0 gals hauled to date mgd
e. Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection): ❑ Yes X No
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous or ❑ intermittent?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA fors 7550-6 & 7550-22. Page 4 of 22

FACILITY NAME AND PERMIT NUMBER: PERMIT ACTION REQUESTED: RIVER BASIN:
Whittier Sanitary District WWTP, NCO087602 Renewal Little Tennessee
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered "No" to question
A.8.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a. Outfall number
b. Location 294 Clearwood Drive
28789
(City or town, if applicable)
(Zip Code)
Jackson
NC
(County)
(State)
350 25' 72"
830 21' 60"
(Latitude)
(Longitude)
C. Distance from shore (if applicable)
ft.
d. Depth below surface (if applicable)
ft.
e. Average daily flow rate (2016)
0.009 mgd
f. Does this ouffall have either an intermittent or a periodic discharge? ❑ Yes
X No (go to A.9.g.)
If yes, provide the following information:
Number f times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
mgd
Months in which discharge occurs:
g. Is outfall equipped with a diffuser?
Yes X No
A.10. Description of Receiving Waters.
a. Name of receiving water Tuckaseegee River
b. Name of watershed (if known) Lower Little Tennessee Sub Basin
United States Soil Conservation Service 14-digit watershed code (if known): 0601023020010
C. Name of State Management/River Basin (if known): Little Tennessee
United States Geological Survey 8-digit hydrologic cataloging unit code (if known): 06010203
d. Critical low flow of receiving stream (if applicable)
acute
".
e. Total hardness of receiving stream at critical low flow (if applicable):
chronic
cfs
mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Whittier Sanitary District WWTP, NCO087602
Renewal
Little Tennessee
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
X Primary X Secondary
X Advanced Other. Describe:
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal 85-90 %
Design SS removal 85 %
Design P removal 0 %
Design N removal 0 %
Other %
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Ultra -violet
If disinfection is by chlorination is dechlorination used for this outfall? ❑ Yes ❑ No
Does the treatment plant have post aeration? ❑ Yes X No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent Is
discharued. Do not include Information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart
Outfall number. 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
pH (Minimum)
6.2
S.U.
pH (Maximum)
7.3
S.U.
Flow Rate
.055
mgd
.009
m d
365
Temperature (Winter)
16.8
°C
11.1
°C
22
Temperature (Summer)
32.0
°C
22.3
°C
30
• For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
ML/MDL
Conc.
Units
Conc.
Units
Numberof
METHOD
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
10.0
mg/I
< 4.6
mg/I
52
SM 5210-B
1.0 mg/I
DEMAND (Report one)
CBOD5
FECAL COLIFORM
168
cfu/100 ml
< 5
cfu'1100
52
SM 9222-D
Idu/100 ml
Total Suspended Solids
5.5
mg/I
< 3.2
mg/l
52
SM 2540-D
1.0 mgll
SS
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Whittier Sanitary District WWTP, NCO087602
Renewal
Little Tennessee
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate z 0.1 mgd must answer questions BA through B.S. All others go to Part C (Certification).
B.I. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
< 1000 qpd gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
Ongoing preventive maintenance program by TWSA collection system staff.
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within % mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redundancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram.
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? X Yes ❑ No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary).
Name: Tuckaseigee Water and Sewer Authority
Mailing Address: 1246 West Main st.
SyIva NC 28779
Telephone Number. [phone]
Responsibilities of Contractor: Operation and Maintenance of WWTP and collection system
B.5. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5
for each. (If none, go to question B.6.)
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
No scheduled improvements at this time
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
❑ Yes ❑ No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Whittier Sanitary District WWTP, NCO087602
Renewal
Little Tennessee
C. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
- Begin Construction
- End Construction /
- Begin Discharge
- Attain Operational Level
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly:
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY.
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and on -half years old.
Outfall Number:
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
ML/MDL
Number of
METHOD
Conc.
Units
Conc.
Units
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
CHLORINE (TOTAL
RESIDUAL, TRC)
DISSOLVED OXYGEN
TOTAL KJELDAHL
NITROGEN (TKN)
NITRATE PLUS NITRITE
NITROGEN
OIL and GREASE
PHOSPHORUS (Total)
TOTAL DISSOLVED SOLIDS
(TDS)
OTHER
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22, Page 8 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Whittier Sanitary District WWTP, NCO087602
Renewal
Little Tennessee
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
X Basic Application Information packet Supplemental Application Information packet:
❑ Part D (Expanded Effluent Testing Data)
❑ Part E (Toxicity Testing: Biomonitoring Data)
❑ Part F (Industrial User Discharges and RCRA/CERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE 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 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 fine and imprisonment
for knowing violations.
Name and official title Stan Bryson, WWTP OperatiQns Supt., Tuckasei ee Water and Sewer Authority
Signature
Telephone number [phone]
Date signed 3/24/2017
Upon request of the permitting authority, you must submit any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWR
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7560-22. Page 9 of 22

Whittier WWTP
Slue Management Plan
The sludge generated at the facility is stored Mi the aerobic digestor
(capacity 30,000 gals) before being hauled via tank truck to the `fuckaseigee
Water Sewer Authority's sludge handling facility located at:
TWS A Plant �Y1 (NCOO105 M
1 S71 )North River Rd.
Sylva NC 28779
The sludge is mixed into this facility's aerobic digestor and dewatered
through the belt press. Dewatered sludge is then disposed of either by
hauling to a landfill or by being treated to a class A residual under nGn-
discharge permit # WQ 0005763.

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Permit No. NC00E7602
ONE
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VICINITY MAP II
Whittier Sanitary District NCOGS750.2.
im
ar'1.0-9
FWhittier Sanatary district �r(Vdl P
t
Facility
1 .
A/
Location
Receiving Stream: Tuckaseegee River
USGS Quad#: FOSNE
SCALE
Stream Classification:. B
Whittier, NO
1:24,000
(1" = 2D0o� .
•River Basin: Little Tennessee
Sub -Basin #:. 04-04-02