WQ0041721_Application (FTSE)_20220922

'Docu5ign#Envelope ID 32A1DA4C-2E51tc
D-9&14-
t+ ,
DW R
Division of Water Resources Cgi0t1a1 O,SMQrRACK SEWER SYSTEM EXTENSION APPLICATION
Raleigh K FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 1000 q \% Z 4e t:omptted by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
90060FC 91,11cnt`�I Quality
nv
4 of F.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
I. Applicant's name: Town of Pittsboro (company, municipality, HOA, utility, etc-)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public I Jtility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Kent. Jackson per i_ ;1 N C AC 01T 0l0(x0t
Title: 'Down Engineer
4. Applicant's mailing address: PO Box 759
City: Pittsboro Statc:NC Zip; 273t2-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
I. Project name: Chatham Park Section 5.1 Subdivision West Phase 1
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If modification, provide the existing permit number: W00041721 MOD and issued date: 9/30/2020; Modified 12/16/2021
for Change of Ownership
For modifications, also attach a detailed narrative description as described in Item G of the checklist. See
attached Cover Letter for narrative desert Lion of modification.
If new construction, but part ofa master plan, provide the existing permit number: WQ00
3. County where project is located: Chatham County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.726- Longitude:-79-161'
5. Parcel ID (if applicable): 7386 (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: Nicholas J. Antrilli. PE License Number: 38549
Firm: WithersRavenel, Inc.
Mailing address: 115 MacKcnan Drive
City: Car' State: NC Zip: 2751 l-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Pittsboro Permit Number: NCO020354
Owner Name: Town of Pittsboro
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0039848
2. Downstream (Receiving) Sewer Information: 8 inch El Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00146
Owner Name(s): Town of Pittsboro
FORM: FTA 06-21 Pagel of 5

Vocu&gnl=nvelope ID: 32A1DA4C-2E51-4E9D-9B44-90Cli0FC93927
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 ® NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agrccmcm I FORM: DEV I been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an I IOA,'POA Operational Agreement (FORM: H0A I and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparationfservice ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical ? dental! veterinary facilities ❑ Swimming Pool.fclubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103t?0 ))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hoc a flow reduction been approved under 15A NGAC 02T .01 14t ft? ® Yes ❑ No
Y if yes, provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow °,b
No. of Units
Flow
Single Family Housing
l80 gal/day
57
0 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gau
GPD
Total
1 0 GPD
a See 15A NCAC 02T .0114(b). (d), (e)(I) and (c)(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 15A NCAC 02T.0 1141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .01 14)
7 Do not include future flows or previously permitted allocations
If permitted now is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
® Flow has already been allocated in Permit Number: W00041721 MOD Issuance Date: 9/30`2020: Modified 9/1612021
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

'DocuSign'Envelope ID: 32A1DA4C-2E514E9D-91344-90C60FC93927
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC IGrarit% Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
1789
PVC
8"
612
DIP
_MN—MW
> Section I I & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T .0305 & iikIDC (Pump Stations�Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 3 Longitude: -
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
> This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical gar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 021 _01051h)O p:
❑ Standby power source or ❑ Standby pump
Y Must have automatic activation and telemetry - I5A NCAC 02T.0305(h)(1)(B)_
r Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than : 5,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

Vocu5ign*Envelope ID: 32A1DA4C-2ES1.4E9D-9B44-9oC6aFC93927
IX. SETBACKS & SEPARATIONS - (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separationslalternatives found in 15A NCAC 021- .030510 & t c i? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
--Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
100 feet
**Waters classified WS (except WS4 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
*"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
it if noncompliance with 02T.0305(-f) or t,), see Section X.1 of this application
* I5A NCAC 021,0305t,_,1 contains alternatives where separations in 02T.0305i I cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications wcbpai>e
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE. verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
Y Please provide supplementary information identifying the areas of non-conformance.
i- See the Division's ra[ �a� t� gQyicialsatfor situations where separation cannot be met.
> No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Haw River ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
I- This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage!authorization under a 404 Nationwidelindividual permits ❑ Yes ® No
or 401 Water Quality Certifications?
Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 021'.0105ic116) (additional permits!certifications)? ® Yes U No
Per 15A NCAC 02"I .0 [OSColr6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed `'high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402. "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
Y 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

-DocuSign'Envelope ID- 32A1DA4C-2E5'-4E9D-9844-90C60FC93927
X. CERTIFICATIONS:
I. Does the submitted system comply with I SA `CAC 02T, the tilinimu_m Design Criteria f'or_the _Permitting or Puutp Stations
and Force Nlains (latest versions. and the Gravit% Sever Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Avoroval of the reguest- will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
1, _ Nicholas J. Antrilli, PE , attest that this application for Chatham Park Section 5.1 Subdivision West Phase 1
(Professional Engineer's name from Application Item Ill I y (Project Name from Application Item H.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,
Minimum Design Criteria for Gravity Sewers (latest version), and the .Minimum Design Criteria for the Fast -Track Permitting
of Punip Stations and Force Mains Liatest 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_ Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
_.. ....................
North Carolina Professional Engineer's seal, signature, and date: F °e°°11 °�AP0
e0 O� °pC°Ws�`°ppp ��ee
/0,�
i
SEAL °
i a $ 38549
E �y °p
poauti AOG t e; ry °e NCif (��'°p°e(�lvoeee
Ez1p; K. so....° °, 8.1 0 2 2
05r5490AWCE' 4394
Applicant's Certification per 15A NCAC 02T .0I06(b):
1, Kent Jackson , attest that this application for Chatham Park Spot n 5.1_ tabdiyl i n West Phase 1
(Signature Authority Name from Application Item 13 ) (Pru;ect Name from Application Item K 1)
attest that this application 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, th,*s 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 crimina: prosecution. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. 1 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 1=13-215.6A 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 S 10,000 as well as civil penalties up to $25,000 per violation.
1 r
Signature: Date: Cho " 0��-
FORM: FTA 06-21 Page 5 of 5

Dept of Environ'111 }1 ' '
duality
SEP 2 ?_ 7P? State of North Carolina
Department of Environmental Quality
t�.._- g�icigh KcgiQn$1 OfficO Division of Water Resources
Division of Watef Resourc ^ Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Chatham Park Investors LLC
Project Name for which flow is being requested: CP Section 5.1 Subdivision West Phase 1
Mure than une FTSE may be required fa- a single project if the owner of the WWTP is not iesponsiblefor all pump
.stations along the, route of the proposed wastewater.l7ow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Pittsboro WWTP
b. WWTP Facility Permit W NCO020354
AlMows are in MGD
c. WWTP facility's permitted flow 0. 5
d. Estimated obligated flow not yet tributary to the WWTP 0.1361
e. WWTP facility's actual avg. flow 0.5029
f Total flow for this specific request 0
g. Total actual and obligated flows to the facility 0.6390
h. Percent of permitted flow used 5 0
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(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 pt),
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): Town of Pittsboro WWTP
Downstream Permit Number: NCO020354
Page 1 of 6
FTSE 04-16

III. Certification Statement:
John Poteat
1 _ 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 perl'ormed 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 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form in0..icialSignatw
cceptanc this wart -ater flow.
�Y ,
_.— _..-....— - - - ..... S
Signin a Date
Page 2 of 6
FTSE 04-16

■■ WithersRavenet
'. Our People. Your Succe}�,.
September 22, 2022
Department of Environmental Quality
Division of Water Resources
Attn: Jason Robinson
3800 Barrett Drive
Raleigh, NC 27609
RE: Chatham Park - Chatham Park Section 5.1 Subdivision West Phase 1
Sewer System Certification - WQ0041721 MOD
Dear Mr. Robinson,
l`
JVCDept oFrnvironmcntal
Quality
SEp 2 ? 2072
Raleigh 1Z0;ar�a1 fJftice
On behalf of the Town of Pittsboro, please find the enclosed documentation in support of a Sewer Permit
Modification and revised Fast Track Application (FTA 06-21) for the referenced project. As noted in the application
and on the Record Drawings, this project will consist of 1789 LF of 8" PVC sewer lines and 612 LF of 8" DIP sewer
lines for a total of 2401 LF of gravity sewer,. This project is located north of Thompson Street and will connect to
sewer permitted and being constructed under separate cover, (WQ0039848). The sewer proposed within this
application will serve Phase 1 of Subdivision West containing 57 single family homes within this development.
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions. The design
flow rate for this project is calculated at 10,260 gpd based on NCAC 2T Rules for wastewater flow rates and the
DEQ approved sewer flow reduction of 60 gal/bedroom approved under separate cover for Chatham Park and
included with this submittal package. The proposed sanitary sewer line sizes are more than adequate to convey
the design flow rates.
Please find attached the following information in support of the application:
Record Drawings, Cover sheet revised to accurately reflect 2401 LF of grovitysewer
Fast Track Sewer System Extension Application (FTA06-21), revised to show 1789 LF of PVC sewer fines
and 612 LF of DIP sewer lines, per Record Drawings
➢ Engineering-Permittee Certification, previously submitted with Certification
➢ Certification Checklist, previously submitted with Certification
➢ Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE04-16), previously
submitted with Certification
➢ DEQ Sewer Permit #WQ0041721 MOD, previously submitted with Certification and Modified with
Change of Ownership
➢ Chatham Park Flow Rate Reduction Approval, previously submitted with Certification, prior to
Modification for Change of Ownership
➢ USGS and Street Level Maps, previously submitted with Certification
If you have any questions regarding this request or if you require any additional information, please feel free to
contact me at 919-238-0312 or gayant(d2� withersravenel_com .
Sincerely,
WithersRavenel
Gareth C. Avant, PE
Senior Project Manager

Street Level Map
7080
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Service Layer Credits:
Chatham County,
Chatham County GIS,
Chatham County EOC

,70361
722
F
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o
4.
7 26 r
a7226
{
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37 93
73 78
73
USGS MAP
SITE
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Legend
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Parcels
93771
♦'���■ wars
76
4377.5
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4y �� Service Layer Credits:
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Chatham County GIS,
♦ -,� = •' ... Chatham County EOC

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LMDA CULPEPPER
Director
Chatham Park Investors, LLC
c/o Tim Smith
100 Weston Estates Way
Cary, NC 27513
NORTH CAROL.INA
Environmental Quality
January 14, 2019
Subject: Adjusted Daily Sewage Flow Rate Approval
Chatham Park Development
Chatham County
Dear Mr. Smith:
t of �:.nviron�entalQu�litY
Nc Dep
�Jtx
galci�;h ltcbior'al office
On July 16, 2018, the Division of Water Resources (Division) received an adjusted daily sewage flow
rate (flow reduction) request that would apply to all permitted but not yet tributary residential
connections and all future residential connections within the Chatham Park Development service
area.
In accordance with 15A NCAC 02T .0114(f)(2), the Division has evaluated the request as well as
additional information received on October 15, 2018, and based on the data submitted and the
Division of Water and Infrastructure (DWI) guidance, the Division hereby approves for use by the
Chatham Park development an adjusted daily sewage design flow rate with the following
conditions:
• The flow reduction is applicable to residential single family dwellings only.
• The minimum flow for 1 and 2 bedroom dwellings shall be 120 gallons per day.
• Each additional bedroom above two bedrooms shall increase the volume by 60 gallons per
day per bedroom.
• This flow reduction shall not apply to sewer extension applications and/or permits for any
other public or private organizations whose wastewater flows are or might become
tributary to Chatham Park collection system.
Future sewer extension applications should be made using the flow reduction amount stated above.
All other aspects of the permitting process remain unchanged, and all applications must be in
compliance with the statues, rules, regulations and minimum design criteria as certified by the
owner and engineer.
Regardless of the adusted des ign.daily_wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the NPDES Permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extension or service connections}.
North Carolina Department ofF.nvlrnnmental Quality I Division of Water Resources
E Q
F D, 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh. North Carolina 2,7699-1617
919 707.9000

The granting of this flow reduction does not prohibit the Division from reopening, revoking,
reissuing and/or modifying the flow reduction as allowed by the laws, rules, and regulations
contained in 15A NCAC 02T, NCGS 143-215.1, or as needed to address changes In State and/or
Federal regulations with respect to wastewater collection systems, protection of surface waters
and/or wastewater treatment.
If you have any questions, please contact Christyn Fertenbaugh, P.F., at [phone], or via email
at Christyn.Fertenbaughdncdenr.p-o_v.
Sincerely,
for Linda Culpepper
Director, Division of Water Resources
by Deborah Gore, Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
Cc. Nisha Thuruthy, McKim & Creed (MThu(ut mckimcreed.com)
Mike Meyers, Old North State Water Company (mmeyersCenvirolinkinc.com)
Raleigh Regional Office, Water Quality Regional Operations
PERCS (electronic copy)

QuaVwi
40 WithersRavenel me"`
lipOur People Your Success.
lye ut. �' " ,� 1�?i
55 Grant Drive. Suite D by
Pittsboro, North Carohna 27312
t: 919.469.3340 1 f: 919.467-60081�hkl o�°�'a�
V-%1e
TO: NCDEQ- Division of Water Resources
3800 Barrett Drive
ATTN: Jason Robinson [phone]
Raleigh, NC 27609
Letter of Transmittal
9/22/2022 • : • 02150098.28
• Jason Robinson
Chatham Park Section 5.1 Subdivision West Ph. 1
NCDEQ Sewer Extension Permit Modification
WE ARE SENDING YOU ❑ Under Separate Cover via
THE FOLLOWING ITEMS ❑ Shop Drawings ® Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Diskette ❑ Other Check #
3
DESCRIPTION
Record Drawings - REVISED
3
Cover Letter - REVISED
3
Fast Track Sewer System Extension Application (FTA 04-16) - REVISED
3
Flow Tracking for Sewer Extension Applications (FTSE 10-18), no revisions
3
USGS Map, no revisions
3
Street Level Map, no revisions Owl OURL
3
Of MOM
Sewer Permit #WQ0041721 MOD
3
71
Chatham Park Flow Reduction Approval Letter, no revisions �, - . LLl
1
$480.00 Application Fee Ck # 6603 MOD
1
TD with PDFs of all submittal documents, REVISED
THESE ARE TRANSMITTED as checked below-
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑ Other
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
copies for approval
❑ Submit
copies for distribution
❑ Return
corrected prints
REMARha. Please contact Sue Morris via email at smorrisowithersravenel,com or via phone at 919-238-0303
with questions and/or comments.
COPY TO: SIGNED: Sue Morris, Project Coordinator
If enclosures are not as noted, kindly notify us at once.