WQ0043121_Application (FTSE)_20220318

State of North Carolina
Department of Environmental Quality
-DWRDivision of Water Resources
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
Application Number: W tad Q 4svZ1 (to be completed by DWR)
All items must be completed or the application will be[gturned
1. APPLICANT INFORMATION:
1. Applicant's name: company,municipality,HOA,utility,etc.)
2. Applicant type: ❑Individual ❑Corporation ❑General Partnershi ❑Privately-Owned Public Utility
❑Federal ❑State/County ®Municipal r
3. Signature authority's name: per 15A NCAC 02T.0106(b)
Title:�o;et/+ En, r...,• •- 7 �"
4. Applicant's mailing address: TO �
City'Y C State:IJL Zip: Z 7*1 L � /
cp
5. Applicant's contact information: ���pArr
Phone number: 011 S LI"EmaiI Address: `"o�"'�'y�"` `sf ,
11. PROJECT INFORMATION:
1. Project name: WHISPERING MEADOWS_SUBDIVISION,PHASES 1i
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project
If a modification,provide the existing permit number:WQ00 and issued date:
If new construction but part of a master plan,provide the existing permit number:WQ0036103
3. County where project is located:CIIATHAM
4. Approximate Coordinates(Decimal Degrees):Latitude: 79 68° Longitude:
5. Parcel ID(if applicable): 7712&7713
(or Parcel ID to closest downstream sewer) ���u1\ -�G1 ,\`S M6\?j
III. CONSULTANT INFORMATION:
1. Professional Engineer: SAMIR BAHRO,PE License Number: 1§94,1
Firm.CIVIL AND STRUCTURAL ENGINEERING SERVICES LICENSE#P-0537
Mailing address:4612 KAPLAN DRIVE
City:RALEIGH State:NC Zip:27606-
Phone number:(_9�,851-1642 Email Address:ba.casespllcagmail.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:?t�T,51'.ro WwrP Permit Number: N4 C)Z 0 15P5L}
Owner Name:
V. RECEIVING DOWNSTREAM SEWER INFORMATION(if different than WWTF):
1. Permit Number(s):W(L— Downstream(Receiving)Sewer Size: inch
System Wide Collection System Permit Number,(s),(if applicable):WQCS
Owner Name(s):
FORM:FTA 04-16 Page I of 5

VI. . GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Develo er's Operational Agreement FORM:DEV been attached?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association.has an Operational Ap-reement(FORM•BOA)been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater:(check all that apply):
®Residential Owned ❑Retail(stores,centers,malls) ❑Car Wash
❑Residential Leased ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care ❑Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑Food and drink facilities ❑Church ❑Swimming Pool/Filter Backwash
❑ Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
Industrial(See 15A NCAC 02T.0103(20))
1 1,Is there a Pretreatment Program in effect? ❑Yes ®No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ®No
➢ Imes.provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 221.01140 Daily Design Flow a" No.of Units Flow
Phase II-4 Bedrooms unit 480 gal/day 4 1920 GPD
Phase II-3 Bedfrooms unit 360 gal/day 7 2520 GPD
gal/ GPD
t gat/ GPD
gal/ GPD
gal/ GPD
Total 4440 GPD
a See 15A NCAC 02T.0114(b), M) (e)(1)and(e)(2)for caveats to wastewater design flow rates(i.e.,minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S.42A-4).
b Per 15A NCAC 02T.0114(c), design flow rates for establishments not identified [in table l5A NCAC 02T.01141 shall
be determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:4440 GPD(per 15A NCAC 02T.0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,indicate why:
❑Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑Flow has already been allocated in Permit Number:
❑Rehabilitation or replacement of existing sewer with no new flow expected
Co Other(Explain): PHASE II OF THE SAME SUBDIVISION:PHASE i WAS PERMI ED:PERMIT#W 0 36103
FORM:FTA 04-I6 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravih Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 '00 PVC
➢ Section H&ID of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: . " Longitude:
3. Design flow of the pump station: millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): gal:ons per minute at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1)
❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B):
➢ Required for all pump stations with an average daily now greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation,quick-connection receptacle and telemetry- 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry- 15A NCAC 02T.0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant(draft agreement)
and is compatible with the station.
➢ if the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes,shall be
provided in the case of a multiple station power outage.
FORM:FTA 04-16 Page 3 of 5

IX. - SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(o):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f)&(g) ® Yes ❑No
➢ 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer systems:
f Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 24 inches
Water mains(vertical-water over sewer including in benched trenches) 18 inches
Water mains(horizontal) 10 feet _
Reclaimed water lines(vertical -reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
"*Any private or public water supply source,including any wells,WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking;water 100 feet '
**Waters classified WS(except WS-I or WS V),B,SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands(see item IX.2) 50 feet
"Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches 10 feet
Anv building foundation — _ 5 feet
4 Any basement_ 10 feet
Top slope of embankment or cuts of 2 feet or more vertical hei&ht_ 10 feet
Drainage systems and interceptor drains _ 5 feet
Any swimmin8 pggls -- — - -- 10 feet__
Final earth grade(vertical) 36 inches
➢ 15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(f)cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(f)or(g).see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ❑Yes ❑No ®N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B.0200? ❑Yes ❑No ®N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or [:]Yes ®No
individual permits or 401 Water Quality Certifications?
➢ Infonnation can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC_02T.0105(c)(6), directly related environmental permits or certification applications are being prepared,have
been applied for,or have been obtained. Issuance of this permit is contingent on issuance of dependent permits(erosion and
sedimentation control plans,stormwater management plans,etc.).
6. Does this project include any sewer collection lines that are deemed"high-priority?"
Per 15A NCAC 02T.0402,"high-priority sewer"means"any aerial sewer,sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑Yes [:]No ®N/A
D If yes,include an attachment with details for each line,including type(aerial line,size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permitee's individual System-Wide Collection permit.
FORM:FTA 04-16 Page 4 of 5

X.. CERTIFICATIONS:
1. Does the submitted .system comply with 15A NCAC 02T,the Minimum-Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravitv Sewer Minimum Design Criteria(latest version)as applicable?
®Yes ❑No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supporting
documents.
2. Professional Engineer's Certification: p
attest that this application for
(Professional Engineer's name from Application Item 11I.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast-Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.
........................................
__........__.............................
North Carolina Professional Engineer's seal,signature,and date: CAR "it s
Off• o� o A
�;4 s
S 0 16%) g
41
40 z alN •''ri
sacs ��
3, Applicant's Certification per 15A NCAC 02T.0106(b): � Z, �'� Z,aZI
1,_Kent Jackson,Town Engineer _ _ _ attest that this application for
(Signature Authority's name&title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non-
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included,this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6., any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: Date: 21 October 2021
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Windstar Properties, LLC
Project Name for which flow is being requested: Whispering Meadows, PH II
More than one FTSE nmv he required for a single project if the ou ncr of the WWTP is not responsible for all pump
stations along the route of the proposed wastenvrter flo►i.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Pittsboro Wastewater Treatment Facility _
b. WWTP Facility Permit#: NCO020354
All flows are in MGD
c. WWTP facility's permitted flow .750
d. Estimated obligated flow not yet tributary to the WWTP .183
e. WWTP facility's actual avg. flow .446
f. Total flow for this specific request .0044
g. Total actual and obligated flows to the facility .633
h. Percent of permitted flow used 84
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx, Not Yet Total Current
Station Firm Flow*' Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
*The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
*'*Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor(pf)not less than 2.5.
***A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is<0.
Downstream Facility Name(Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

II1. Certification Statement:
I Kent Jackson certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
March 18 2022
Signing Official Signature Date
Page 2 of 6
FTS E 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is-0.
Pump Station(Name or Number):
Given that:
a. The proportion and amount of Obligated,Not Yet Tributary Daily Flow(C)accounts for
%and MGD of the Available Capacity(E) in Pump Station
; and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately
_MGD per year;and that
c. A funded Capital Project that will provide the required planned capacity,namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification
to allow this flow to be permitted, without a significant likelihood of over-allocating capacity in
the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S.
143-215.67(a) which prohibits the introduction of any waste in excess of the capacity of the
waste disposal system.
Signing Official Signature Date
Page 3 of 6
FTS E 04-16

Instructions for Flow Tracking/Acceptance form (FTSE)and Planning Assessment Addendum(PAA)
Section I
a. WWTP Facili Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit M Enter the NPDES or Non-Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's ermined flow, MGD: From WWTP owner's NPDES or Non-Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, Mfp: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records,to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP,in accordance with local policies and
procedures employed by the reporting entity.
e. WWTP facility's actual avg. flow,MGD: Previous 12 month average.
f. Total flow for this specific request,MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility,MGD Equals [d+e+ fJ
h. Percent of permitted flow used: Equals [(g?c)*100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD,reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15,2008 may have numbers like this:
c. - 6.0 MGD
d. — 0.5 MGD
e. — 2.7 MGD
f. — 0.015 MGD
g. — 3.215 MGD
h. = 53.6"o
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. — 6.0 MGD
d. = 0.515 MGD
e. — 2.73 MGD
f. —0.102 MGD
g. — 3.349 MGD
h. = 55.8°-o
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

Section 1I
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E—A-D). Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary(Q.
Finn capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor(pf) of
not less than 2.5.
If the available capacity(E) for any pump station is 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process.
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Design Approx. Not Yet Total Current
Firm Average Current Avg. Tributary Flow Plus
Pump Station Capacity Daily Flow Daily Flow, Daily Flow, Obligated Available
(Name or Number) MGD (Firm pf) MGD MGD Flow Capacity*
Kaw Creek PS 0.800 0.320 0.252 0.080 0.332 -0.012
Valley Road PS 1.895 0.758 0.472 0.135 0.607 0.151
Page 5 of 6
FTS E 04-16

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available
capacity is-0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated,not yet tributary flow accounts for 24°-o and 0.080
MGD of the committed flow in Pump Station Kaw Creek;and that
b. The rate of activation of this obligated,not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity,namely
_is in design or under construction with
planned completion in ;and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scope and funding for a_capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This promect is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital proiect as a condition of this Flow Tracking/Acceptance for Sewer Extension Permit Application
elevates this Rroiect's priority for funding and construction to be implemented ahead of the activation of
obligated, not yet tributa flows in amounts that exceed the firm 12ump station capacities identified in
Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over-allocating capacity in the system
infrastructure.
Page 6of6
FTSE 04-16

1 -Pitts�i V
�_ \,\`' Hach .. .i: •�y ..a •, •..•1 .4
OR 3�5
0 • Norio
High Sch.
ago 1\ 59 isr j+ y wakes o.
' \ - �• A),,posa�
r '
1,127
e /
Job 501 T
\. 1012 G eel`-,
`•. -,` :�,ems ` .
� •
- - i M 1.ipn Ch .
/ \ Cem
� Substation
Bh1395
m
b 1
yA
C3
Ir
.45.7 \
d
\ 506
45"
z 72
-IN
y
` I 1
a89�,•
i n

LM 'IR xlow.
Ir"
IV
th
FA
t ril �-LF f
WA)k I-
rl-
it
cFo>t,c J ,- \r
i „�'!`�si J i `��
28
11 T C'I
"Zf.)
t4 I-I-Aki
J66
7v
d-Us*
A It kf-k!
'r,G ail r w.er
EY-15-rw(a
ArL

. STRUCTURAL
CIVIL AND STRUCTURAL ENGINEERING SERVICES, PLLC
SAMIR W. BAHHO, P.E. ---
Date: December 17, 2021 JCDcptep
F"'i�nnrx'm�l+Il�at
Department of Environmental Quality JqN Q 4
Division o Water Resources
Uelgh Regional
Reference: Whispering Meadow Phase II
Fast Track Sewer Extension Application
Cover letter
The Fast Track Sewer Application package includes the following:
1. Check $480.00 application fees
2. 2 sets of Fast Track sewer extension application
3. 2 sets of sewer plans
4. Included is a letter of approval for phase I of the project for better tracking the project
5. USGS 8.5x11 sheet showing project location with Town of Pittsboro plan showing sewer
systems in the area
Thank you. For any further question, Please call me or email me. My telephone number is (919)
621-0628. My email address is [e-mail]
Sincerely,
Samir W. Bahho, PE 1
Civil and Structural Engineering Services
Civil and Structural Engineering Services 14612 Kaplan Drive, Raleigh, NC 27606
Telephone Number(919) 851-1642. Email address: [e-mail]

WWI
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E Dee Freeman
Governor Director Secretary
August 21, 2012Jn
r A
L'
William G. Terry, Town Manager �, a� o
Town of Pittsboro
PO Box 759 Q/ 1
Pittsboro, NC 27312 Jr ,1
Subject: Permit No. WQ0036103 }
Whispering Meadows p
Wastewater Collection System Extj&sion
Chatham County
Dear Mr Terry:
In accordance with your permit application received August 3, 2012, we are forwarding herewith Permit
No. W00036103 dated August 21, 2012, to the Town of Pittsboro for the construction and operation of
the subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is, therefore, incorporated therein by reference.
Please pay particular attention to:
a) Permit Condition 3 that requires the wastewater collection facilities be properly
operated and maintained in accordance with 15A NCAC 02T .0403 or any
individual system-wide collection system permit issued to the Permittee, and
b) Permit Condition 6 that requires Engineering Certification prior to operation of
this collection system extension.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast-
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
a North Carolina-licensed Professional Engineer in the application. It shall be the Permittee's
responsibility to ensure that the as-constructed protect meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina-licensed Professional Engineer to the licensing board.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina, as
amended, and other applicable Laws, Rules, and Regulations permission is hereby granted to the
Town of Pittsboro for the construction and operation of:
N"pnc
��r nCarolina
,Xalmrally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protecton Phone[phone] Customer Service
Internet www ncwaterquaiity.org 1628 Mail Service Center Raleigh,NC 27699 1628 FAX [phone] 877-623-6748
An Equal Opportun-ty Affirmative Acts n Empcyer—-Recycled paper contains all`�post consumer fiber

Town of Pittsboro
Page 2
August 21, 2012
• Approximately 500 linear feet of 8-inch gravity sewer
To serve 8 - 4 bedroom and 4 - 3 bedroom dwellings as part of the Whispering Meadows project, and
the discharge of 5,280 gallons per day of collected domestic wastewater into the Town of Pittsboro's
existing sewerage system, pursuant to the application received August 3, 2012, and in conformity with
15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the Town of Pittsboro
Wastewater Treatment Facility, Permit number NC0020354, before being discharged to the receiving
stream.
Any wastewater flow made tributary to this wastewater collection system extension
prior to completion of the Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you have any questions or require any additional information regarding this permit, please contact
Barry Herzberg, Division of Water Quality, Raleigh Regional Office, at [phone], or by e-mail to
[e-mail].
Sincerely, _
for Charles Wakild, P.E., Director
Division of Water Quality
by S. Daniel Smith
Surface Water Quality Supervisor
Raleigh Regional Office
cc Chatham County Health Department
Raleigh Regional Office, SWP
Samir Bahho, PE; Civil & Structural Engineering, 4612 Kaplan Drive, Raleigh, NC 27606
Central Files