WQ0044968_Application (FTSE)_20240313

State of North Carolina
LIU
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (GravitySewer & Pumo Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T: 0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in L54MWC 02T.0303.
ep 01 krwromllezital QuafijtY
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T; ➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pump ,
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems. kaleigh Regal 01221 cxncC
General - When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number,'status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $600.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/b;'a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item II.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page l of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be addcd/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(I ), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T..0115(a)r 1 1 provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the Nur[h Carolina Utilities Commission's Watcr and Scwer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Proocrty Owners' Associations
❑ Per 15A NCAC 02T .01 15(cl, submit the properly executed Operatimal_ ftrccment (FORM; HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement ( FORM: DEW
For more information, visit the Division 's collection systems wehsite
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
(919) 7914200
Northampton, Orange, Person, Vance, Wake,
(919) 5714718 Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
January 29, 2024
To: Susan Wilson
Company: NCDEQ - DWR
Project Role: Environmental Engineer
Address: Raleigh Regional Office
5410 Trinity Road P 919.866.49S1
Suite 102 F 919.859.5663
Raleigh, NC 27607 www.timmons.com
NC Dept of Eimr rot~alie;,:t l Q` I;ty
JAN 3 0 2024
RE: Fast Track Sewer Extension Permit Application - Westford (ref. WQ0044968) (2nd Submittal)
Dear Ms. Wilson,
Please see the following responses to your comments for Fast Track Sewer Extension Permit Application
- Westford (ref. WQ0044968), issued on 1-10-24 via email.
Review Comments
1. Please provide a basic sewer flow schematic indicating where the gravity sewers will be and where it
es -in with the downstream gravity sewer. It can be fairly simplistic (I-ve attached an example).
Response: Updated USGS map included in resubmittal.
2. Does Sanford have a permit number for the downstream gravity sewer (indicated as 15-inch GS on
Part V. of the application)?
Response: The permit number is unknown and an email from the City as proof indicating so.
3. Could you reconfirm the absence of aerial sewer lines (Part IX.7. of the application)?
Response: Aerial Sewer is part of plan. Sheets included as well as update to application.
4. Pursuant to Secon 18.1.(e) of SL 2023-137, there is a proposed new design flow rate of 75 gallons per
day/bedroom rate for permits issued on or after November 1, 2023. You may modify the flow in Part VI.7
and 8 to reflect 75 gpd/bedroom. Just be aware that portion of the application should be corrected and a
new FTSE submitted/signed reflecting the new project flow.
+ Response: Application updated.
If you have any questions or comments, please do not hesitate to reach out by email
allison.stoneO-timmons.com or phone [phone].
Thank you,
Allison Stone
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

g
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
PROJECT ENGINEERS' REPORT
Project Name:
Westford
Location:
Sanford, Lee County, NC
PIN:
9641-09-5617
Owners:
1715 Carthage Street, LLC
','���Illrlrrrrr�r
4�`[\A CARO(�''%,
105 Weston Estates Way
= tiS o' .?'y
Cary, NC 27513
��
SEAL =
Developer:
Pulte Home Company, LLC
— 053562
1225 Crescent Green Dr.; Suite 250�4
?�
Cary, NC 27518
%,9C(�'' ••...
SON
��rrrrrllll���'` pi i i°I
Consultant:
Timmons Group
Allison Stone, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
The proposed development is located south of the intersection of Carthage Street (SR 1237) and
Gloucester Drive in Sanford, NC. The project proposes the construction of 115 Single -Family lots. The
project is anticipated to generate the following wastewater flows:
115 (4-BEDROOM) UNITS AT 75 GPD = 34,500 GPD
The proposed gravity sanitary sewer system will consist of approximately 524 LF of 8" Ductile Iron, 4,426
LF of 8" SDR-26 PVC, and 268 LF of 16" DIP casing.
The new gravity sanitary sewer system will be owned, operated, and maintained by the City of Sanford,
NC.
40I 404 Permit Approval NUmbers:
401= DWR #20231077
404 = SAW-2022-01007

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: W00044968 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
l . Applicant's name: City of Sanford (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State;County ® Municipal
3. Signature authority's name: Paul M. Weeks Jr-P.E. per I SA NCAC.02T 0106rb1
Title: Utilities and Engineering Director
4. Applicant's mailing address: 225 E Weathers000n St. P.O. Box 3729
City: Sanford State: NC Zip: 27331-3729
5. Applicant's contact information:
Phone number: [phone] Email Address: paul.weeks[@sanfordnc.net
II. PROJECT INFORMATION:
1. Project name: Westford
❑ Privately -Owned Public Utility
❑ Other
NC Dept of Ervirorl;-
Le;Itaf Qtlaliry
JAN 3 4 2024
Raleigh Rcg:e11a.I G,-,
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Lee
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.453429" Longitude:-79.200850"
5. Parcel ID (if applicable): 9641-09-5617 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Allison Stone, PE License Number: 053562
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo Wastewater Treatment Plant Permit Number: NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ Unknown
2. Downstream (Receiving) Sewer Information: 8 inch
® Gravity 'J Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00047
Owner Name(s): City of Sanford
FORM: FTA l 0-23 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 ® NfA
2. If the Applicant is a Developer of lots to be sold, has a DcvcIoper's Opcrat ioil al Agreement (FORM: DEV) been attached?
❑ Yes (—]No ®NIA
3. If the Applicant is a Home.'Property Owners' Association, has an HOAlPQA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ® NA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation?service ❑ Hotel and/or Motels
❑ School.-' preschool / day care ❑ Medical {dental I veterinary facilities ❑ Swimming PoollClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses 1 offices!' factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic . % Commercial % Industrial (See,. I 5A NCAC, 02T .0193(20i)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(fl? ❑ Yes ® No
If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
Residential (4-bedrooms)
300 gall
115
34,500 GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
34,500 GPD
a See 1.5A NCAC 02T .01 14(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. 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_N.CAC 021.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 34,500 GPD (per I SA NCAC 02T .01 14 and G.S, 143-215.1)
Y Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump StationlForce 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: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
4426
PVC SDR-26
8
524
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains infonnation 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
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (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: 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 2.01 C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T _03051h)(11:
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ 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 15,000 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 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(_fl & (g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
ZWater 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 II impounded reservoirs used as a source of drinking water, and associated wetlands.
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 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
➢ If noncompliance with 02T.0305( or (g), see Section X.1 of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes [—]No [_]N/A
➢ 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
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for 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: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual 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 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0I05(c)(6), 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.
➢ 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 10-23 Page 4 of 5

vuw�ryn urv�tiuNG iu. Donor ia�-orun-Yaov-rswo-��.�r+cu incno
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 2J, the M initnurn DC?,jBFt CriWFiO for thy- Perni ittijig g P im p St ti n
a t Fj2Nc Mains Uatcst vt:rsip[r), and the CirAviLX Sewer Minimum bcsign C'ritcria (latest version] as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the reguest will be issued
concurrentiv with the approval of the Permit, and projects reauirine a variance approval may be subject to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, Allison Stone, PE , attest that this application for Westford
(Professional Engineer's name from Application Item [If. I.) (Project Name from Application Item 11.1)
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,
Minimura i)csign Criteria for gravity Scwcrs (Intcst versionit. and the Mtinirnum lC)gittnl QrJliria fi2r the Fast=Track Pcrmittiag
of Puma Stations and Forcc MAi,Its (latest versiodi. 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: _ \00 yCAR r
SEAL
053562
GIN
IIrr1 ,�\
3. Applicant's Certification per 15A NCAC 02T .0106(b): l l l t t t l
I, Paul M. Weeks Jr., PE , attest that this application for Westford _
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11 '. )
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, 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 143-215.6B, 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:
EPpocuSigned by:
A k. k,t s Y, P,f. 11/13/2023
E666784489 Date:
FORM: FTA 10-23 Page 5 of 5

SCALE 1:24 000
1 0.5 0 KILOMETERS 1 2
1000 500 0 METERS 1000 2000
1 -70.5 , r�0 1 1y
MILES
[ fdent`dl Quality
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard.
Rab,iiEh ,f2c-
N{�TH
�,C NX,K
QUADRANGLE.U:ATIUN
1 Goldston
1
2
3
2 Colon
3 Moncure
q
5
4 White Hill
5 Broadway
6 Vass
6
7
8
7 Murchisontown
8 Olivia

MI l 8s
9
CO OVN
w Q
0

DocuSign Envelope ID: 2DC9378B-CEBB-4104-B280-B409BF4563EC
DW . R
Division of. Water Resources
Application Number:
Entity Requesting Allocation:
FT-364
City of Sanford
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Project Name for which flow is being requested: Westford (f.k.a. 1719 Carthage St.)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO024147
All flows are in MGD
c.
WWTP facility permitted flow:
12.0000
d.
Estimated obligated flow not yet tributary to the WWTP:
2.3645
e.
WWTP facility's actual average flow:
3.4800
f.
Total flow for this specific request:
0.05520
g.
Total actual and obligated flows to the facility:
5.8997
h.
Percent of permitted flow used:
49%
II. Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP.
(A)
(B)
(C)
(D) = (B+C)
Pump
Pump
Firm
Design
Approx.
Obligated,
Total Current
Station
Station
Capacity'
Average
Current
Not Yet
Flow Plus
(Name or
Permit
Daily Flow
Avg. Daily
Tributary
Obligated
Number)
Number
(Firm/nf1_
Flow,
Daily Flow,
Flow
MGD
MGD
MGD
MGD
MGD
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
#N/A
1. The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
2. Design Average Flow is the firm capacity of the pump station divided by the peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
3. 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:
III. Certification Statement
City of Sanford Collection System
WQCS00047
(E)=(A-D)
Available
Capacity3
MGD
#N/A
#N/A
#N/A
#N/A
#N/A
Page 1 of 6 FTSE 10-23

DocuSign Envelope ID: 2DC9378B-CEBB-4104-B280-B409BF4563EC
I, Paul Weeks, Jr. PE, 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 certifies that the receiving collection system or treatment works
has adequate capacity to transport and treat the proposed new wastewater.
IpDocuSigned by:
au h. (1 Qks y' P.f.
BBC39E6667844B9...
Signing Official Signature
Utilities & Engineering Director
Title of Signing Official
11/13/23
Date
Page 2 of 6 FTSE 10-23

vu0004yu cuvurupu w. eeur i� rteJ-uenowe u-aya�-rrur�wournuu
1.
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
October 3, 2023
Pulte Group, Inc
Attn: Chris Raughley
1225 Crescent Green Drive
Cary, NC 27518
(ria email chris.rayghlel;Ca ryult4 Zrolrp,c-one
NORTH CAROLINA
Environmental Quality
Subject: Approval of Individual 401 Water Quality Certification
Westford
USACE Action ID. No. SAW-2022-01007
Dear Chris Raughley:
DEC 0 12023
DWR # 20231077
Lee County
Attached hereto is a copy of Certification No. WQC006322 issued to Chris Raughley and Pulte Group,
Inc, dated October 3, 2023. This approval is for the purpose and design described in your application. The
plans and specifications for this project are incorporated by reference as part of this Water Quality
Certification. If you change your project, you must notify the Division and you may be required to
submit a new application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this Certification and is responsible for complying with all conditions. [I 5A NCAC 02H
.0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State, or Local approvals before proceeding with the project, including those required
by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user.
Upon the presentation of proper credentials, the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Pen -nit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and/or civil penalties.
\orth Carolina Depanutent of hitv tronmental Quality I Division of Water Resources
QE Q> Raleigh Regional Office I 1800 Barrett Drive I Raleigh. NonhCarolma _7l09
+i�csaoi�nu
��� 91�1.79i.a21N1

aJur.uaiyti cuvviuNtt tu. ceui Westtbrd
DWRr� 20231077 !
Individuaal Certification PWQC006322
Page 2 of 15
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Raleigh Regional Office within 24 hours (or the next business day if a weekend or holiday) from the
time the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with, and/or any violation
of, stream or wetland standards [15A NCAC 02B .0200] including but not limited to sediment impacts to
streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a
weekend or holiday) from the time the permittee became aware of the non-compliance circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.51.
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
htti2_---',-'www.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Joe Myers at 919-791-4256 or joseph.myersAdey.nc.gov ifyou have any
questions or concerns.
Sincerely,
Doeusign�d by:
�/owc.t,SSa f. Atill ,l d
62916E8AB321"F
Vanessa Manuel, Assistant Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Morgan Gilbert, Timmons Group (via email: morgan.gilbert-,ei!titmmons.com)
USACE Washington Regulatory Field Office (via email)
NC Wildlife Resources Commission (via email)
DWR 401 & Buffer Permitting Branch Electronic file
i Nwh � Carolina Department ul hnvirumncntal (2uplit}r I Nv"iun of Water Resources � Raleigh Rcguntal OiTIC'e 1 3800 R+rce'u Drive I Ralcigh. Nonh CAFRAina 27009
V 19.791.4200
o.w.e..n rrmremr+w Ww,�

uut.uolylI C11vulupw lu. ccu( llinu-ucrvo-4c iu-.uvv,)-rruruYovruuJ
Westtord
DWR# 20231077
Individual Certification #WQC006322
Page 3 of 15
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC006322 is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to North Carolina's Regulations
in 15 NCAC 02H .0500 and 15A NCAC 02B .0200, to Chris Raughley and Pulte Group, Inc, who
have authorization for the impacts listed below, as described within your application received by
the N.C. Division of Water Resources (Division) on August 1, 2023, payment received August 1,
2023, and public notice date August 4, 2023, and additional information received August 4,
2023.
The State of North Carolina certifies that this activity will comply with water quality
requirements and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public
Laws 92-500 and PL 95-217 if conducted in accordance with the application, the supporting
documentation, and conditions hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including
incidental impacts. [15A NCAC 02H .0506(b)]
Type of Impact
Amount
Approved
Permanent
Amount
Approved
Temporary
Mitigation
Amount
Required
Riparian Wetlands
W I: (Impact 1 Road Fill
0.103 acres
0 acres
0.103 credits
W2: (Impact 1 5' Construction Buffer
0 acres
0.011 acres
0 credits
W3: (Impact 2 Drainage Construction
0 acres
0.004 acres
0 credits
W4: (Impact 2 Dissipation Pad
0.001 acres
0 acres
0.001 credits
W5: (Impact 3 Manhole Installation
0.001 acres
0 acres
0.001 credits
W6: (Impact 3 Utility Construction - Conversion
0.030 acres
0 acres
0 credits
W7: (Impact 4 Aerial Construction - Conversion
0.129 acres
0 acres
0 credits
W8: (impact 4 Aerial Footing Construction
0.001 acres
0 acres
0-001 credits
W9: (Impact 5 Drainage Grading
0.002 acres
0 acres
0.002 credits
W 10: (Impact 5 Drainage Construction
0 acres
0.007 acres
0 credits
W 11: (Impact 6 Indirect Loss — Retaining Wall
0.111 acres
0 acres
0.111 credits
W 12: Im act 7 Indirect Loss — Retaining Wall
0.052 acres
0 acres
0.052 credits
Perennial Streams:
S1: (Impact 4): Aerial Construction Access
0 linear feet
25 linear feet
0 credits
This approval requires you to follow the conditions listed in the certification below:
CONDITIONS OF CERTIFICATION 115A NCAC 02H .0507(c)]:
1) Erosion and Sediment Control:
Appropriate measures should be installed prior to any land clearing activities to protect wetlands,
streams, and/or buffers from turbidity and/ or sedimentation. These measures should be
�D.F
Gpr4wH ul �iwYe1v�M Dv1�
Nwth (arolma hcparuncnt of FiLmonmcnlal Qtta'ry I Dlvlalon of Water RC50tIrCCS
Ral4ip Re4ional Office _ 3800 Barmtt Drice i Raleigh, North Carolina 2-609
91.1 791 4160

uuuua yn a mmupC mi. ar=ur Westford
DWR## 20231077
Individual Certification ##WQC006322
Page 4 of 15
routinely inspected, and properly maintained, and excavated materials should be contained
outside wetland, stream, and/or buffer boundaries. Excessive silt and sediment loads can have
numerous detrimental effects on aquatic resources including destruction of spawning habitat,
suffocation of eggs, and clogging of gills of aquatic species. Citation: 15A NCAC 02H.0506
(b)(1) and (2)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity, wildlife, secondary contact recreation,
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
2) Stormwater Management Plan:
The Permittee shall secure an approved stormwater management plan (SMP) from the
appropriate locally delegated government programs before any impacts authorized in this
certification occur. The applicable portion of the approved SMP shall be constructed and
operational before any permanent building or other permanent structure is occupied at the site. If
any of the SCMs are used as an Erosion and Sediment Control device, it must be restored to the
approved stormwater design condition within 30 days of close-out of the Erosion and Sediment
Control Plan.
Citation: 15A NCAC 02H .0506; 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
3) If this Water Quality Certification is used to access residential, commercial or industrial building
sites, then all parcels owned by the permittee that are part of the single and complete project
authorized by this Certification must be buildable without additional impacts to streams or
wetlands.
Citation: 15A NCAC 02H . 0502(a);15A NCAC 02H . 0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed activity
will comply with state water quality standards (including designated uses, numeric criteria,
narrative criteria and the state's antidegradation policy), the Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards or would result in secondary or cumulative impacts
4) For road construction purposes, this Certification shall only be utilized from natural high ground
to natural high ground.
Citation: 15A NCAC 02H. 0502(a); 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
�FQ
North ( am,ma Mparlmcnt nl'l-nvimrinvnral Quality I Uivhsion ofWater Resources
Raleigh Regional OrT;w k 3Et00 Harreu nnlc I Raleigh. Uurth Cwulma 27609
90 -91 4 90
eq1.4 ` r

UuwOiVii r-mmupa 1u. ceur Westtord
DWR# 20231077
Individual Certification #WQC006322
Page 5 of 15
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
5) Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained
jurisdictional wetlands, waters, and state regulated riparian buffers within the project boundaries
in order to assure compliance with NC Water Quality Certification Rules (15A NCAC 02H
.0500), NC Isolated Wetland Rules (15A NCAC 02H .1300), and/or State Regulated Riparian
Buffer Rules (15A NCAC 02B .0200). These mechanisms shall be put in place at the time of
recording of the property or individual parcels, whichever is appropriate.
Citation: 15A NCAC 02H .0502(a);15A NCAC 02H . 0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation ofstandards
or would result in secondary or cumulative impacts.
6) For all dam removal projects meeting the definition under G.S. 143-215.25 and requirements
under G.S. 143-215.27 of a professionally supervised dam removal, the applicant shall provide
documentation that any sediment that may be released has similar or lower level of
contamination than sediment sampled from downstream of the dam in accordance with Session
Law 2017-145.
Citation: 15A NCAC 02H.0502; 15A NCAC 02H.0506(h); 15A NCAC 02H.0507(c); 15A
NCACO2B .0200; S.L. 2017-145
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
7) If this Water Quality Certification is used for utility related impacts, then the following Activity
Specific Conditions shall apply to those impacts.
a) All sewer lines shall be designed, constructed and maintained in accordance with Title 15A
NCAC Chapter 02T, applicable Minimum Design Criteria (MDC), and/or Alternative Design
Criteria.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: The referenced Minimum Design criteria and 02T rules were adopted to ensure
that conditions of waters be suitable for all best uses provided for in state rule
Vur[h C'arnhnu Department kill-nvirnnmcntal tivaLiry I fhvi;wn ul 14atea i2ewsiwces
Raleigh Regional Office 3800 Harren Dmc 9 Raleigh. Vurth CafUhna 2?609
owue.�nw� a r6�r�, 919 791 4200

uur.uoiyn Westtbrd
DWR# 20231077
Individual Certification #WQC006322
Rage 6 of 15
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife: secondary contact recreation: agriculture); and that activities must not
cause water pollution that precludes any best use on a short-term or long-term basis.
b) Any utility construction corridor that is parallel to a stream or open water shall not be closer
than 10 feet to the top of bank or ordinary high-water mark.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
c) Where there are temporary or permanent impacts from stream crossings, utility lines shall
cross the stream channel at a near -perpendicular direction (i.e., between 75 degrees and 105
degrees to the stream bank).
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
d) Construction corridors in wetlands and/or across stream channels shall be minimized to the
maximum extent practicable and shall not exceed 40 feet wide for utility lines.
For construction corridors in wetlands and across stream channels, stumps shall be grubbed
only as needed to install the utility and remaining stumps shall be cut off at grade level. The
general stripping of topsoil within wetlands along the construction corridor is prohibited.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
e) Permanent maintained access corridors in wetlands and across stream channels shall be
restricted to the minimum width practicable and shall not exceed 30 feet wide except at
manhole locations.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
��� Vurth Land ua [): parinxN W.E mmmrrn:mal l�uahly I fhvisum of 'Aatcr Resources
Rale gh Regkosul Office I 3800 13.uu rl renec I Raleigh' uRwh Carolms 276M
DF �� '91 42n0
oea_ r u.nr.ir 9urh

uuwory" r-uveruve iu. i-t=ur IUML -ur_no-yr_ ru-mziyu-i rui wtiour UVO Westford
DWR# 20231077
Individual Certification #WQC006322
Page 7 of 15
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
f) For all utility lines constructed within wetlands, an anti -seep collar shall be placed at the
downstream (utility line gradient) wetland boundary and every 150 feet up the gradient until
the utility exits the wetland. Anti -seep collars may be constructed with class B concrete,
compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled,
and perpendicular wetland crossings that are open cut and less than 150 feet long do not
require anti -seep collars. The compacted clay shall have a specific infiltration of 1 X 10'
cm/sec or less. See Water Quality General Certification No. 4256 for a section and plan view
diagram for the anti -seep collars.
The following specifications shall apply to class B concrete:
i) Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5.0
ii) Minimum cement content, sacks per cubic yard with angular coarse aggregate 5.5
iii) Maximum water -cement ratio gallons per sack 6.8
iv) Slump range 2" to 4"
v) Minimum strength - 28-day psi 2,500
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
g) The permittee shall have a specific plan for restoring wetland contours to pre -construction
conditions. Any excess material will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will
be piled separately from subsoils and will be backfilled into the trench only after the subsoils
have been placed and compacted.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
�FQP_
North Carolina DepaeLnent ul`I_nvirumrkn[al Quality Y I)rvi;um "f N'ater ResuurLes
Raleigh Regimtul OITILC 1 3900 BarrCtt [)Mu I Raleigh. North Carolina 2-609
aw.at Mra+.r V 919 791 4200

uui.uoiyr c i vriupv su. CGFJf ik mL#-ucno--rc iv-aayv-rrurv"uvrvw Westtbrd
DWR# 20231077
Individual Certification #WQC006322
Page 8 of 15
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
8) The permittee shall report to the DWR Raleigh Regional Office any noncompliance with, and/or
any violation of, stream or wetland standards [I 5A NCAC 02B .0200], including but not limited
to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours
(or the next business day if a weekend or holiday) from the time the permittee became aware of
the non-compliance circumstances.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H . 0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing
detrimental impacts to water quality and avoiding impacts due to water pollution that precludes
any best use on a short-term or long-term basis.
9) No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
Citation: 15A NCAC 02H .0506; 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
10) All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality
impairments and further protect existing uses.
11) When applicable, all construction activities shall be performed and maintained in full compliance
with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of
applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate
Best Management Practices for the control of sediment and erosion so that no violations of state
water quality standards, statutes, or rules occur.
Design, installation, operation, and maintenance of all sediment and erosion control measures
shall be equal to or exceed the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the North
Caroline Department of Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor -owned or leased borrow pits associated with the project. Sufficient
materials required for stabilization and/or repair of erosion control measures and stormwater
routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
�Dg `Iixlh (and na hcpagmc11l FH I nvirunmdni.11 Qualn}' M Division ul'V4alrr Resources
Raleigh RegFo ial (]ITi.c 1 3800{)Five I RalciLh. Vtxlh Camlca 2 609
91 �1 -91 4200

u�r u Bryn ciw�iuNC ru. cur r� Mu-o�nowr ro-aa��-rror�ywrvu� Westtord
DWR# 20231077
Individual Certification #WQC006322
Page 9 of 15
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and
the Mining Act of 1971.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCACO2B . 0200; 15A
NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(I) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
12) Sediment and erosion control measures shall not be installed in wetland or waters except within
the footprint of temporary or permanent impacts otherwise authorized by this Certification. If
placed within authorized impact areas, then placement of such measures shall not be conducted
in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt
fence installed within wetlands shall be removed from wetlands and the natural grade restored
within two (2) months of the date that DEMLR or locally delegated program has released the
specific area within the project to ensure wetland standards are maintained upon completion of
the project.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A
NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
North Carolina Deparrnrcor ui i-nv,nmmenral Quality Division of Wafer Resoumes
II VRaleigh Regumal Office i 3k00 harreu Dr.ve Raleigh \orth Carolina 2`609

UULU• IylI LIIVCIUIIC IU. LLUI Ix MU-UCM0-4CIV-VUn0-rrUrV-tM0rL)UJ Westtord
DWR# 20231077
Individual Certification VWQC006322
Page 10 of 15
13) Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.050'(c)
Justification: A project that affects waters shall not be permitted unless the existing uses
(including aquatic life propagation and biological integrity), and the water quality to protect
such uses, are protected. Protections are necessary to ensure any remaining surface waters or
wetlands, and any surface waters or wetlands downstream, continue to support existing uses
during and after project completion. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would
result in secondary or cumulative impacts.
14) If the project is covered by NPDES Construction Stormwater Permit Number NCGO 10000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
conditions including the erosion & sedimentation control plan, inspections and maintenance,
self -monitoring, record keeping and reporting requirements is required.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H .0507(c); 15A NCAC 02B . 0200; 15A
frrC�CKIj-i:�l ►I#�1
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
15) All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with the disturbed area. Approved best management practices from the most current
version of the NC Sediment and Erosion Control Manual, or the NC Department of
Transportation Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B .0200
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
Vorlh C'arollrla DeparU7xnt affimfonmental Quality' I DIvi;Iun of AA'atcr kesourcea
D E QZ� Kalc•gh Regional 01'6cc 1 390013arrelt I)rnc I Raleigh \brlh Carolina 2"(0)
r
919 't) 1 .4 Ana

vtir.uoryn cnverupo mi. r-cui Westtbrd
DWR# 20231077
Individual Certification #WQC006322
Page I I of 15
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU,• if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased.
16) In -stream structures installed to mimic natural channel geomorphology such as cross -vanes, sills,
step -pool structures, etc. shall be designed and installed in such a manner that allow for
continued aquatic life movement.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that in -stream structures
are installed properly will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
17) Culverts shall be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension, pattern, and
profile of the stream above and below a pipe or culvert shall not be modified by widening the
stream channel or by reducing the depth of the stream in connection with the construction
activity. The width, height, and gradient of a proposed culvert shall be such as to pass the
average historical low flow and spring flow without adversely altering flow velocity. if the width
of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes,
baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple
culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and
additional culverts/pipes shall be installed such that they receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the
strearnbed by one foot for all culverts with a diameter greater than 48 inches, and 20° o of the
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow
passage of water and aquatic life. If the culvert outlet is submerged within a pool or scour hole
and designed to provide for aquatic passage, then culvert burial into the strearnbed is not
required.
For structures less than 72" in diameterlwidth, and topographic constraints indicate culvert
slopes of greater than 2.5% culvert burial is not required, provided that all alternative options for
flattening the slope have been investigated and aquatic life movement/connectivity has been
provided when possible (e.g. rock ladders, cross -vanes, sills, baffles etc.). Notification,
including supporting documentation to include a location map of the culvert, culvert profile
drawings, and slope calculations, shall be provided to DWR 30 calendar days prior to the
installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting
documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall
be provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If
bedrock is discovered during construction, then DWR shall be notified by phone or email within
24 hours of discovery.
D E Q�� NoahC'andma [}epar[mcwt ul 4•ur.ronnrcnra'- OrLdny I l}n'd;iun uFA%arer Rrsuunes
Italcrgh Regional Offiicr I U00 Baffm lkk%c I Raleigh. \urlh Carolina 2 60'
��riapv�np.�dFwrarrw•ul tle.4r 919 791.4100

VVL.UOIVl1 LIIVCIUVC IU• r-CV1 Westtbrd
DWRV 20231077
Individual Certification aWQC006322
Page 12 of 15
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other
fill projects are constructed across FEMA-designated floodways or wetlands, openings such as
culverts or bridges shall be provided to maintain the natural hydrology of the system as well as
prevent constriction of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques
shall be used where practicable instead of rip -rap or other bank hardening methods.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
18) Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas
and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal,
State and Local regulations. Fertilizer application shall be accomplished in a manner that
minimizes the risk of contact between the fertilizer and surface waters.
Citation: 15A 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A NCAC
02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters far any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fall or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
19) If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state.
Citation: 15A 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0200; 15A NCAC
02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
r North Carolina Department of h.nvironmental QuaLky I f hvi:um of %k atcr Rcsuurccs
D E QRaleigh
Rcgion,il Office 1 3800 S#RCIL prise I Raictgh \oqh Carohim 2 '609
� � 919 791 a'4p
.y„n,.M ae i�.nfwwanr ovary

vu( uoiyt enve uNC ru. ceur i�.nv oenc re w-yy.-rr urW��tirnuu Westford
DWR# 20231077
Individual Certification #WQC006322
Page 13 of IS
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
20) All proposed and approved temporary fill and culverts shall be removed and the impacted area
shall be returned to natural conditions within 60 calendar days after the temporary impact is no
longer necessary. The impacted areas shall be restored to original grade, including each stream's
original cross -sectional dimensions, planform pattern, and longitudinal bed profile. All
temporarily impacted sites shall be restored and stabilized with native vegetation.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Protections are necessary to ensure any
remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue
to support existing uses after project completion.
21) All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands
shall be installed as outlined in the most recent edition of the North Carolina Sediment and
Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or
the North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use
of this Certification.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
22) Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall be placed such that the original streambed elevation and
streambank contours are restored and maintained and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Placement of rip -rap or other approved materials shall
not result in de -stabilization of the stream bed or banks upstream or downstream of the area or be
installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H .0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
23) Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows, and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except
DHE��� North ('aruluea Uepnnnlent u(i-nviromt>L•rita! [)unlit}1 Division of\Lauer ResourcesRaleigh Regwn:d Ofl-K'e 1 3800 Minot Nice I Raleigh.North Cawluia 27609
919 791 4200
�rhwnl eI Snrllon.witN �1�

uut.uotyt e+iveiupw +u, ccu+ r+.r+v-oerrowt ru-aaau-rr ur v4uuruuu Westtbrd
DW R# 20231077
Individual Certification #WQC006322
Page 14 of 15
in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0201
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
24) All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and
general equipment maintenance shall be performed in a manner to prevent, to the maximum
extent practicable, contamination of surface waters by fuels and oils.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B .0200; 15A
NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
25) Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B .0231
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and physical
characteristics are protected; populations of wetland flora and fauna are maintained to protect
biological integrity of the wetland; and materials or substances are not present in amounts that
may cause adverse impact on existing wetland uses.
26) In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or
more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill
regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less
than 25 gallons that cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H.0507(c); N.C.G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of
discharge must immediately notify the Department, or any of its agents or employees, of the
North Cartjhu Department oi'htntromnentel Qualn} I Division of Crater Resources
4:5 DF
Q:�
Raleigh Regional Office c 3900 Barrett Drive I Raleigh, North ("arahna 27(AM)
919 791 4200

UU4:UJIl�II CfIVCIVj.1C IV. GCV! Il.•hU'UCI1O-YC IU-:77.7U-f rUf UYVVrUUJ Westtbrd
DWR# 20231077
Individual Certification #WQC006322
Page 15 of 15
nature, location, and time of the discharge and of the measures which are being taken or are
proposed to be taken to contain and remove the discharge. This action is required in order to
contain or divert the substances to prevent entry into the surface waters. Surface water quality
standards require that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause
water pollution that precludes any best use on a short-term or long-term basis.
27) The permittee and their authorized agents shall conduct all activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with
§303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal
Law.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
28) The permittee shall require its contractors and/or agents to comply with the terms and conditions
of this permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project with a
copy of this Water Quality Certification. A copy of this Water Quality Certification shall be
available at the project site during the construction and maintenance of this project.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 02H . 0507(c)
Justification: Those actually performing the work should be aware of the requirements of this
401 Water Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted
in your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in
effect on the date of issuance shall remain in effect for the life of the project, regardless of the
expiration date of this Certification. [15A NCAC 02H .0507(c)]
This, the 3rd day of October 2023,
DacuSigned by:
i%tln.t SSa f. i�t.aln,tRt.,j,
82916E6AB32144F
Vanessa Manuel, Assistant Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
JM - WQC006322
�:jrl North Carolina Department of l,nvnnmrnental Quality I Urvimon of Water Resources
9 4� 1) 1610gh Rcgtunal OCftte l 3;t00 Harrcu [)rtcc I Valeigh, North Carohna 27609
` �/ 410 791 4'00

WE
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-01007 County: Lee U.S.G.S. Quad: NC -Sanford
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Pulte Group
Chris Raughley
1225 Crescent Green Drive
Cary, NC 27518
Size (acres) 47.37
Nearest Waterway Persimmon Creek
USGS HUC 03030003
Agent: Timmons group
Morgan Gilbert
5410 Trinity Road
Suite 102
Raleigh, NC 27607
Nearest Town Sanford
River Basin Cape Fear
Coordinates Latitude:35.4528
Longitude:-79.19999
Location description: Pro'ect area is located southeast of the intersection of Carthage Street and Gloucester Drive in Sanford
Lee County, North Carolina.
Description of projects area and activity: This verification authorizes the discharge of fill material into 0.108 acre of wetlands
and the permanent conversion of 0.159 acre of wetlands for the construction of a residential subdivision and associated
infrastructure. There are an additional 0.022 acre of temporary impacts and 0.163 acre of indirect impacts to
wetlands and 0.003 acre of temporary impacts to streams associated with construction and access.
Applicable Law(s): ®Section 404 (Clean Water Act, 33 USC 1344)
El Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 18 & 29
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Yourworkis authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 8/1/2023,and the enclosed plansCWI-2.0-CW1-3.1 dated 9/25/2023. Any violation
of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration
order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
perm it authorization is reissued and/or modified, this verificationwill remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are undercontract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification orrevocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization_
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
Foractivitics occurringwithin the twentycoastal counties subjectto regulation underthc Coastal Area Management Act(CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Depa rtment of the Army verification does not relieve the permittecof the responsibility to obtain any other required Federal, State
or Iota I approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Rachel Canito at919-440-1823or Rachel.A.Capitoausaee.army_mil.
CAPITOAACHEL.ANNA 536 D q t.uy 9gned b,
Corps Regulatory Official:
276790 oats Q331016 DOAACHEL NOS46-04* ' Date: 10/26/2023
Expiration Date of Verification: 3/14/2026

LN
SPECIAL CONDITIONS
SAW-2022-01007
a. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special conditions
listed on this form, are hereby incorporated as special conditions of this permit authorization.
Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the site. On September 14,
2022, the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered
under the Endangered Species Act (ESA). The permittee understands and agrees that all work
associated with the clearing and removal of trees and removal or modification of culverts must be
completed prior to the effective date of the final listing in the Federal Register. Work associated with the
aforementioned activities not completed by that time must cease and the permittee must contact the
Corps' Rachel Capito, Rachel.A.Capito�d.usace.army.mil, to determine if additional coordination with
the United States Fish and Wildlife Service is required under Section 7 of the Endangered Species Act
prior to continuing work.

Compensatory Mitigation_ Responsibility Transfer Form
Permittee: Pulte Group, Chris Raughley
Project Name: 1715 Carthage Road
Action ID: SAW-2022-01007
County: Lee
I nstructionsto Permittee:The Permittee must provide a copy ofthis form to the Mitigation Sponsor, either an approved Mitigation
Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation
responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project
Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise
specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the
impacts and/or the mitigation will occurin more than one 8-digit Hydrologic Unit Code (HUC), multipleforms will be attachedto the
permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are
available at the identifieds�te. By signing below, the Sponsor is accepting full responsibility forthe identified mitigation, regardless of
whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and
provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank
Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030003, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.267
*If more than one mitigation sponsor will be used forthe permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030003, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cpld
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.538
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for
the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation
identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify
that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available at the
mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the
USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation
requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this documenthas beensigned by the Mitigation Sponsor and the District is in receipt of the signed form, the Permittee is
no longer responsible for providingthe mitigation identified in this form, though the Permittee remains responsible forany other
mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the
District is in receipt of a copyof this document signed bythe Sponsor, confirming that the Sponsor has accepted responsibility for
providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted bythe
North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance.
NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained bythe Permittee, Mitigation Sponsor, and in the USACE administrative records
for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager
(address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the District,
the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina Interagency Review Team
(NCIRT). If approved, higher mitigation ratios maybe applied, as per current District guidance and anew version of this form must
be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS confirming they r willing and able to accept the al2plicants
comi2ensatory mitigation res onsibili dated 9 25 2023 was included with the lareconstruction notification.
This form is not valid unless signed below by the District Protect Managerand by the Mitigation Sponsor on Pagel. Oncesigned, the
Sponsor should provide copies of this form along with an updated bank ledgerto:1) the Permittee, 2) the District Project Manager
at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District Mitigation Office, 3331 Heritage Trade
Drive, Suite 105, Wake Forest, NC 27587{or by email to SA Questions regarding this form or any of the
permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Rachel Capito
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
CAPITO.RACHEL.ANN_153 Digitally signed by
CAPITO.RACHEL ANNA 536276790
6276790 Date: 2023,10 26 10:119 5.04'00'
USACE Project Manager Signature
10/26/2023
Date of Signature
Current Wilmington District mitigation guidance, including informationon mitigation ratios, functional assessments, and mitigation
bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at
http://ribits.usace.army.mi1.

2 S1OVdWI 1V1N3WNObIM13 llVJ3AO ^ i •
' S L I YNI+Ot1Y] .iaou .w,no] i3i 'avolNrs iiaau »wullv7 ire+
,no6io volLAli $ GdOJ LS3M
«. rzuin ue .+ll sea sirele •u • d n Ow o S N O WWII
1W127,'oaanl rnr +w•5 ro.op av,i am �smNa+oruawinY,osu+ro• � • •
1]IIIO M9[]lYY
iN. lY OlYF13iL �riIiiYbO Slr. r• •
E8 GVN
1�
\\
U
/ r
-
w
i10�_s
a
cr
CL
z
It
g
I-
4
�Il
ui
w
' w
[7 �O O w
it
z
z a g
'
l \
g
s W>
w Z '� a
O
a N
1 _
z
z ir
�04
0
w
IL
w w LU
ix
E
0
Z
(W
V
W

� ,�j
{ �
� Z
C �
� 2
319VI SIOVdWI l71N3WNONIAN3
p
! h
5 3
YMI�'}tlY]14ilON a]ryfW]33l 'ntlpilns '133tl153mn11tl11]S[(1
g
s
s
O'30=I1S3M
wwo�sw wlslu. stb
_ �...j1Yf/Y.16x�i IS6e.M616 L
�lWl ?��' 3i1lM MJITn ISWi OIK
11N0'Gwl airlfVf W154.�p�
��• ••
• d f o b o S N O W W 1333E
iwl Iv piYW ly/'Jv:NYyd 51N1
� � �
0
3
a
a
a
M
�
N
w V
eel
•" i
N
M
�
0
O
O
O
u
a
z
�

c 2 91 19VdW1 1V1N3WNOWAN3 g 3 M1
wlmvY lad. l,lllllll]3ll 'OMolxYs 1i31/L535N mslit q
wl W nose xnsu[r 6 d 2i O=11S 9 M
...NIY[ta'st4 ai'9sP'616'i4 1WMYgi•lapa npeYO. •- d o ov J S N O W W 11
�1f91[ ri'Vb4Rtl 1 IOt etws bnb w+l OlK
nluo xanm
3�1.y amuw yn.xreo sr.4 *� � •
Z W
Q Q a W U J
F h UQWuq}� Q
D 2 Y U W W p a m
C7 "---0 2 DMZ U
W t=—�m QL.IAJ Ding �
z z _l ��w.0 LJ w
WOaul0 NY'�(n 3i U 0
g g �?y�zto (E C7(7 a uWi
3 LaaI0y Oatgop
HW5(�LO ZZZ w z of W*Xx a Q�
Z a a a a co a a 0 LL W W D d
Luau
I '
0 a
w �� W •
EB UVN
c
N
a4 LL N _l4 t11 N
_ N Q
ZO a Fz U
Zo a. QO Ui
ti 1 w7UQ A L)
q b WO U 1z
K [�jb H4 C 10
z0. p� a W Q
:—=- 4LU q n W N g LL K 4
LLtl fQ, O zo
Wee Ir LL N
A aLL tl X,[L
Mog �w
~O J
W
f I CO)
UL
� o - oa
ar �♦ '.- 5 N O
z
z
1-
z LL k
a
31z<LL \.
J
a o AIbS s� l— r; 1 i j
�--- - — W
Jai— , o
21.
r
lV
�7
4Q
��s

^
i T
I
i 3
^
s
C
' ^
c
`+
S-£ 13VdWI 1V1N3WNOa[AN3
, °'
4 N
a
n.['4arj xlbOx'nIWIW i31 'tlxp�nr5'lllxl5 i�x[xh G[rJ
021031S3M
on..Y3.w� Hq'[p.E1C ri1 [TC. 991.6[6 [i!
� 1C,J ]N'Ybilnll i0[1Y5'aN, wi�xl,IK
ulllo x�[,ml
'fV0 /}tllw Olnll VO[SA dry
.•
� • •
d I'1 O 9
S N O W W I 1
dxl YUlaml,J'J41MV Q",
•�•
z
W U J
~' ¢ 3 2 twit S
Ki r w
Z y 4, r N y-! W r n W W Z C.7 N h
r . �O 1F1 i W - 0z /' TZYL)w O
T �r a� z3�la rn/ ��Uo�ir 02 U
zc3acgW� w TFadww Uag
0 ` arc0� a" Y�*' }J}waOwoLurwn �F-w w
�� aI - 0' O F� W�� W w} Q d N Q W
.2�^r�a4v�N '� aJtANZNIUrd' ZZZ �
aZ z¢g> - { ww0o—o4�ao 0
w� LL W � 4LL `1a�y 2 O4NOO�O-ZO0 LZl! O
�Wa o`WI � w u \�Wom ��� aM CLCLCOCLOdIJi uXlw O d
yt7 r W R� G aLLa.
2
19,
O
l
boo :Z, I'Z' I I
z ,6 _ r w
0 F W -C n
W a U m b J
�gae a
Z 2 u ti Er
ZON r 7
z 'Z' i a
i
Lo
W ix o =
o � z cnOf0 CMy
O U 2 a0U Nqp lwL W �f 4O
[ \� Z. r ac U
zap a to
LU
o O p
Z [J O K VJ a
Z ow V
W w N
zZ
z� 1,
w �
2 ir
WLL 4
k a 4
- H N azd4 w W
tL rcgU�
w o o;;
W C
J
O w i
a ir
o a u
/ Z
CO nVN F
W L
O
fJ F J
N Z Q
Z C
r2 C
of �
w w E
a f

Y
3IIAOtid 1V1113V C L7VdW11V1N3WNOH1AN3
^
a
VN[IOWS NIXON I,L nM gll'OVWf 'LMLS I' -M V I&
MdO=IlS9M
t
155.9ip516'l.
Lp9L[?Y 'rs+Nl1 T0l lyrs W511 �Yu+I 616-3
351 CIO NlIl1VY
pdgb-nN}:4]�Ygfu
iM�
� • •
• • d n o u J
S N 4 W W 11
iM� i � Oie�e3�11']N:Mrip S1N�
�� �
� W
J
a
U
W
,.I
LL
O
oa
�n o
m m
m
m
m
m m
0
m
N
Z
S 2
tll M N W
o
U3 X
LL1 -
+
O
= co
O o ua
=p>-T7
rz �
-
a w
'
az
of
J Z
" O
<
°5
u
} Ul
0
S OS£ +
m
m J
N W
m
w
J
�z
" (n
ma
U..
N
U
o
x
LULL
J
pom
Q
MboaO
,r.
vi��
�
JLU
o
o
Jy"1SE N W
L4
o
CY)°x�
h U)
LU
UQ
/
U z
w
W
r
z
W (� G a o
L z"'
^^
LL
�w
_
O
(9
POU o�
tr O
c
z
Lti
V
O
U&J
X
w
QQ
w
Op
v
m roc,
z Q
LLw
a:
8'89E
r:
W
cc Ir
O
CL
m z z 0
H
0 7 7 7
Z z Z
W Z
F
U W
w r
9'i9E +o
RH
O
�z
d LL
p
0.o�'i
roi
M
M a
4
ao
gm
Y3

iiN
3 �
� �
a
s _ �'- �
e
�
-
L 19 17VdW11tl1N3WNNOIAN3
A'NIWYY]HlYtln +JJJ+'9a i�+'gtlOJMK IiitllS 3yimltl�]S1[1
(121031S3M
�T
.wA•xaninxo�s��n
wMWW.i'W KII E[I'6[6rii ISSYaiY'6161ii
Ni[S ]Y 11W.e( t0i q'K'O.W Asw10[K
1i1>v0 NJ1iM
SMp YlitlWI WAJINiWRIi Y'pi
•� • d n O m o S N O W N' I
• •
iw i�0imiee 9N1��lq Slxl
���
\ 1
H
W
Z
LU Z 10 H
OWZYUWp p
2 Z =U
W
?J
Lw w
-m-JUMWW
930W,'u
? a
�1mtn�uf(7�?1�U' [7 a w
wfu 00Z OQ ¢o zz Z v) p
H
;ta
d ya dpfl?F02H Z d
W it�m�i,�ap
<XX a
~
Nc
aaaamaaU)tL ww O a
N.
0.
�e
cc
r
gry
,
Li
III ! 1

a � #
� � �
I
9 f
y
V ASN1
YI+IiO1fY]X1tlON AI W10]lll 'OaOiNK'133tl-S i']Yl1ltlY]S'..1
a
P ^
� 7
x a
aao�ls�m
ar�tiwtiri'rwn f[i9'[[i'6 [6 rii [5a.'99i'616 iit
1]]i10 XYIl1Rl
• r�
d n O w s S N O W W' L
i+l sY OFE W iJi?YI4MJ0 S[wl
� � �
1
■
f
LL
r
1
1
4
°
■
� r
r
I
SI
I
04
sse
�Ob �
_CO3 ` 1~
�Ob
I
I
O
V
G
f8 OVN
Eva
w
J
/ \ d
y
Pww Z
ydw
a Kw
go�

Action ID Number: SAW-2022-01007 County: Lee
Permittee: Pulte Group, Chris Raughley
Project Name: 1715 Carthage Road
Date Verification Issued: 10/26/2023
Project Manager: Rachel Capito
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Rachel Capito
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

Sondra Janssen
From:
Sondra Janssen
Sent:
Monday, January 29, 2024 8:33 AM
To:
Mary DePina
Cc:
Allison Stone
Subject:
RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application -
Westford (ref. WQ0044968)
Good Morning — Noted. We will slip sheet in only the sheets that changed and keep the signed page.
Kind Regards,
Sondra Janssen
Project Manager
TIMMONS GROUP i http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 919.532.3237 1 Fax: [phone]
Mobile: [phone] sondra.janssenfctimmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Mary DePina <[e-mail]>
Sent: Friday, January 26, 2024 6:00 PM
To: Sondra Janssen <[e-mail]>
N� OePt ot'E,'!"011:1e�nta)
Qual;ty
'IN 3o�04
� t�l Reel-on?l011fice
Cc: Allison Stone <[e-mail]>
Subject: Re: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref. WQ0044968)
I thought you were going to use the signed doc that was edited with the correct information. We are good with doing it
that way if you are.
Thank You,
Mary DePina
On Jan 26, 2024, at 5:06 PM, Sondra Janssen <[e-mail]> wrote:
Hello — Checking in the signing of Westford FTA. We still have a few weeks before the 2/10 deadline.
Kind Regards,
Sondra Janssen
Project Manager
TIMMONS GROUP I http://www.timmons com
5410 Trinity Rd., Suite 1021 Raleigh, NC 27607
Office: 919.532.3237 1 Fax: [phone]

Mobile: [phone] sondra.ianssen(@timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Mary DePina <marv.der)[e-mail]>
Sent: Wednesday, January 24, 2024 8:52 AM
To: Sondra Janssen <[e-mail]>
Cc: Allison Stone <[e-mail]>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
It did; however, Paul was not available to sign so I thought an edit in BlueBeam would be prudent.
<image001.gif>
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E. Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: Macydeptoa0unfardne.n.�S
Direct: 919-777-1 121
Mobile: [phone]
From: Sondra Janssen <[e-mail]>
Sent: Wednesday, January 24, 2024 8:43 AM
To: Mary DePina <[e-mail]>
Cc: Allison Stone <allison.stoneCa)timmons.com>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
Good Morning Mary —
Yes that's ok, although I thought what I sent over (email attached) had that edited.
We are ok with your version too though.
Kind Regards,
Sondra Janssen
Project Manager
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 919.532.32371 Fax: [phone]
Mobile: [phone] sondra.ianssenOtimmons.com
Your Vision Achieved Through Ours
To send me files greater than 20M6 click here
From: Mary DePina <[e-mail]>
Sent. Tuesday, January 23, 20241:41 PM
To: Sondra Janssen <[e-mail]>
Cc: Allison Stone <[e-mail]>

Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
Sondra,
To save time, I changed the material using 8luebeam. Are you ok with that?
<image001.gif>
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E. Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: May.depinaQsanfordnc.net
Direct: 919-777-1 121
Mobile: [phone]
From: Sondra Janssen <Sondra.Janssen@_ immons.com>
Sent: Monday, January 22, 2024 6:20 PM
To: Mary DePina <[e-mail]>
Cc: Allison Stone <[e-mail]>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
Good Evening Mary —
Apologies on the material. Please find attached updated form.
The plans on the Cover Sheet have a material schedule specifying SDR-26 and the labeling within show
SDR-26 as well.
Kind Regards,
Sondra Janssen
Project Manager
TIMMONS GROUP I htto://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 919.532.3237 1 Fax: [phone]
Mobile: [phone] sondra.janssen _ timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Mary DePina <[e-mail]>
Sent: Monday, January 22, 2024 2:12 PM
To: Sondra Janssen <Sondra.Janssen [e-mail]>
Cc: Allison Stone <[e-mail]>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
Sondra,

Please make sure the plans state SDR 26 as well wherever pvc is being utilized for sewer.
<image001.gif>
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E. Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: Mary.de ina sanfordnc.nec
Direct: 919-777-1 121
Mobile: [phone]
From: Mary DePina <[e-mail]>
Sent: Monday, January 22, 20241:02 PM
To: 'Sondra Janssen' <[e-mail]>
Cc:'Allison Stone' <[e-mail]>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
Sondra,
I just noticed that SDR 35 was specified on the permit application. Please revise to specify SDR 26.
<image001.gif>
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E. Weatherspoon Sc
PO Box 3729
Sanford, NC 27331
Email: Mary.de ip naOsanfordnc.net
Direct: 919-777-1 121
Mobile: [phone]
From: Sondra Janssen <SondraJanssen @timmons.com>
Sent: Monday, January 22, 202411:21 AM
To: Mary DePina <[e-mail]>
Cc: Allison Stone <[e-mail]>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
Hi Mary —
Good question.
It's for 4-bedrooms so (475=300)
The old form had 480 gal/day which is why she made the comment to reduce from 120 to 75.
Below is a screen shot for Ashby, which was done similarly:
<image002.jpg>

Kind Regards,
Sondra Janssen
Project Manager
TIMMONS GROUP I htto://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office:919.532.3237 Fax:919.859,5663
Mobile:[phone] sondra.ianssenO-timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Mary DePina <mary.deoina0sanfordnc.net>
Sent: Monday, January 22, 202411:13 AM
To: Sondra Janssen <Sondra.Janssengtimmons.com>
Cc: Allison Stone <[e-mail]>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
Sondra,
Did you mean to change the demand to 75 gpd/bdrm? It is still listed as 300.
<image001.gif>
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E. Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: MaQc.depinaft-sanfordnc.net
Direct: 919-777-1 121
Mobile: [phone]
From: Sondra Janssen <[e-mail]>
Sent: Monday, January 22, 202410:55 AM
To: Mary DePina <mar_V.depina@sanfordnc.n_et>
Cc: Allison Stone <allison.stone(@timmons.com>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
W Q0044968)
Hi Mary— Please find attached the updated FTA with only the following revisions per the State review
comments:
1. 75 gpd/bdrm
2. Permit Number(s): WQ Unknown
3. 8" receiving downstream sewer
I called the State reviewer who understands sometimes permit numbers are unknown and she is
accepting of this.
Survey confirms it is an 8" line at our connection.

GIS shows a 12" line further North near Buffalo Church Road.
The resubmittal on this is time sensitive and we must resubmit no later than February 10.
Please also provide an updated FTSE if any values have changed due to the reduction.
Kind Regards,
Sondra Janssen
Project Manager
TIMMONS GROUP 1 htti)://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 919.532.32371 Fax: [phone]
Mobile: [phone] sondra.ianssen( timmons com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Mary DePina <[e-mail]>
Sent: Thursday, January 18, 2024 10:24 AM
To: Sondra Janssen <[e-mail]>
Cc: Allison Stone <[e-mail]>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
That's correct. The City has many sewer systems that were built prior to them being tracked. We have
not had any issues in the past. This may be a new reviewer. If they insist on a number, use the
systemwide permit number.
<image001.gif>
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E. Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: Mary.deRina sanfordnc.net
Direct: 919-777-1 121
Mobile: [phone]
From: Sondra Janssen <[e-mail]>
Sent: Thursday, January 18, 202410:20 AM
To: Mary DePina <[e-mail]>
Cc: Allison Stone <[e-mail]>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968 )
Hi Mary —
To clarify this permit number for Carthage is unknown?
If so, I'll need to coordinate that with the State so we don't get the same comment.
<image003.png>

Kind Regards,
Sondra Janssen
Project Manager
TIMMONS GROUP I hgtp:flwww.limmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office:919.532.3237 1 Fax:919,859.5663
Mobile: [phone] sondra.janssentimmons.com
Your Vision Achieved Through Ours
To send me files greater than 20Mi3 click here
From: Mary DePina <[e-mail]>
Sent: Thursday, January 11, 2024 8:52 AM
To: Sondra Janssen <Sondra.Janssen(Ptimmons.com>
Cc: Allison Stone <allison.stonetimmons.com>
Subject: RE: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
W Q0044968)
Hi Sondra,
It according to GIS, the existing sewer main being tied into is 8" and continues downstream to converge
with a 12" main. Was that surveyed for verification? Our records do go far enough back to know the
downstream permit number. In my experience, that line has been left blank when the permit number is
not known.
The City will sign a permit submitted with the 75 gpd/bdrm. A new FTA and FTSE will need to be
submitted for signature if you decide to change the demand.
<image001.gif>
Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E. Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: [e-mail]
Direct: 919-777-1 121
Mobile: [phone]
From: Sondra Janssen <[e-mail]>
Sent: Wednesday, January 10, 2024 2:25 PM
To: [e-mail]
Cc: Allison Stone <[e-mail]>
Subject: (Westford aka Carthage) RE: Fast Track Sewer Extension Permit Application - Westford (ref.
WQ0044968)
Hi Mary —
We received a few NCDEQ comments related to the Westford (aka Carthage) project in Sanford that
we'll need a little feedback from the City please.
Below are a few screen shots from the FTA form missing information.

Also at the very bottom is a quick Vicinity map to help orient oneself to which project this is within the
City — we have a lot of concurrent projects!
Need Permit Number in #1 please (screenshot below)
<image004.jpg>
Also, at 4-bedrooms this project was still calculated at 120gpm, rather than the 75gpm.
I can make the change and swap the sheet out if the Town is ok with that?
It would now be 300 gal / 115 units / 34,500 GPD.
Or do you need the full FTA application to resign?
Please let me know how you wish to proceed.
<i m age005. j pg>
There is a time frame to resubmit back to the State, which is February 10, otherwise we start over and
the Client will need to pay another fee.
<image006.jpg>
Kind Regards,
Sondra Janssen
Project Manager
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 919.532.3237 1 Fax: [phone]
Mobile: [phone] sondra Janssentimmons com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here
From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, January 10, 202410:06 AM
To: Allison Stone <[e-mail]>
Cc: Paul Weeks <[e-mail]>; Depina, Mary <[e-mail]>
Subject: Fast Track Sewer Extension Permit Application - Westford (ref. WQ0044968)
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Hi Allison -
I've given this application an initial review.
1-----•- WillWill he ARd
-••-
2. Does Sanford have a permit number for the downstream gravity sewer (indicated as 15-inch GS
on Part V. of the application)?
E�.r_,.rr_rtF�

4. Pursuant to Section 18.1.(e) of SL 2023-137, there is a proposed new design flow rate of 75
gallons per day/bedroom rate for permits issued on or after November 1, 2023. You may modify
the flow in Part V1.7 and 8 to reflect 75 gpd/bedroom. lust be aware that portion of the
application should be corrected and a new USE submitted/signed reflecting the new project
flow.
Please provide the above information within 30 days. if additional information/corrected application is
not received within 30 days, your application will be returned, and you will need to resubmit along with
the fee [ref. 15A NCAC 02T.0107(e)(2)].
Feel free to contact me if you have any questions. (And likely easiest to reach me via email initially).
Respectfully,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
<image007.png>
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized stale official.
9

Wilson, Susan A
From:
Sent:
To:
Cc:
Subject:
Attachments:
Follow Up Flag:
Flag Status:
Allison Stone <[e-mail]>
Tuesday, March 5, 2024 4:50 PM
Depina, Mary; Wilson, Susan A
'Paul Weeks'
[External] RE: Westford WQ0044968 Fast Track Application
03 NEW FTA_Westford 10-23.pdf
Follow up
Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Good afternoon,
Please see attached the updated FTA with that sheet swapped out. The aerial crossing does meet the minimum design
criteria.
Thank youl
Allison Stone, PE
Project Engineer 111
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd. Suite 102 1 Raleigh, NC 27607
Office: 919.866.4518 1 Fax: [phone]
allison.stone(c�timmons.com
Your Vision Achieved Through Ours
To send me files greater than 20MB click here .
From: Mary DePina <[e-mail]>
Sent: Monday, March 4, 2024 1:28 PM
To: 'Wilson, Susan A' <[e-mail]>; Allison Stone <[e-mail]>
Cc:'Paul Weeks' <[e-mail]>
Subject: RE: Westford WQ0044968 Fast Track Application
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.
Susan & Allison,
The City is ok with the correction of the basin name in section IX.4 as Susan Wilson indicated.
�7,

Mary DePina
Civil Engineer II
City of Sanford Public Works/Engineering
225 E. Weatherspoon St
PO Box 3729
Sanford, NC 27331
Email: Mary.depina sanfordnc.net
Direct: 919-777-1 121
Mobile: [phone]
From: Wilson, Susan A <[e-mail]>
Sent: Monday, March 4, 2024 12:30 PM
To: Allison Stone <[e-mail]>
Cc: Paul Weeks <[e-mail]>; Depina, Mary <[e-mail]>
Subject: Westford WQ0044968 Fast Track Application
Hi Allison —
So sorry —just realized this was incorrect (and I left you a voicemail).
Technically, IX.4. is in the Cape Fear River Basin that is subject to buffer rules (Jordan Lake drainage). I realize the
way the question is worded is a bit confusing. But if you could submit a revised page I will put it into the application
if Paul is OK with that. Check yes, Cape Fear/Jordan; then check yes, as it complies since it is outside of the Jordan
drainage area.
Also — I've looked at the aerial crossing, but if you could review and confirm again that this will meet the minimum
design criteria, as listed below. DWR will put language in the permit requiring more frequent inspections (upon
completion) for Sanford.
F. Aerial Crossings
1. Proper joint technology, such as flanged or restrained, -adequate supports to prevent
excessive flexion, or a combination of both shall be provided for all aerial pipe crossings.
Supports shall be designed to prevent frost heave, overturning, and settlement.
2. precautions against freezing. such as insulation acid increased slope, shall be provided.
Expansion jointing shall be provided between above ground and below ground sewers.
Where buried sewers change to aerial sewers, special construction techniques shill be used
to minimize heaving.
, For aerial stream crossings, the impact of flood waters and debris shall be considered. The
bottom of the pipe should be placed no lower than the elevation of the 25 year flood.
Ductile iron pipe with mechanical joints shall be required. In the event that the 25 year
Ilood elevation can net be determined or the proposed gravity sewer most be placed below
the 25 year flood elevation, a letter shall be provided by the applicant upon certification
stating: "Regular and proper inspection and maintenance of the aerial crossing shall be
provided to insure that the creeklstrearn flow is not impeded and that no damage will be
caused to upstream or adjacent properties."
Thanks everyone! I'll be getting this up for review, but waiting on this information to finalize. Let me know if you
have any questions.

Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations - Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
Email cwzesporrdwxe ro arfd (morn rfv's address rs su4fw to Me Nwh
Carolina Pubh'c Rsoaads Law arrdmaybe drsabsed to thirdparte&
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.

VVl.U,714��11 CIIVI'+IUl1C IU. IOMDI' 1.7J'Or Vh'YJOY'� 1 VD-Jl.r.7YMCJ 1l1L/iV
State of North Carolina
DEL Department of Environmental Quality
DWIR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: w�)00q*q&6 (to be completed by DWR)
All items must be completed or the avOication will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: City of Sanford (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Paul M. Weeks Jr., P.E. per l5A NCAC,02T .0106tb)
Title: Utilities and Engineering Director
4. Applicant's mailing address: 225 E Weathersnoon St. P.O. Box 3729
City: Sanford State: NC Zip: 27331-3729
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
IL PROJECT INFORMATION:
1. Project name: Westford
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Lee
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.453429 Longitude:-79.200850
5. Parcel ID (if applicable): 9641-09-5617 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Allison Stone, PE License Number: 053562
Firm: Timmons Grout)
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo Wastewater Treatment Plant Permit Number: NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information. 15 inch ® Gravity F1 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00047
Owner Name(s): City of Sanford
FORM: FTA 10-23 Page I of 5

*00
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
DEC 0 ) z0 3
TO: NCDEQ DWR - Raleigh Regional Office Date: 11/13/2023 Job #: 49729
3800 Barrett Drive Project: Westford
Raleigh, NC 27609 Reference:
Copies Sent To:
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application (Inca. Flow Acceptance Form/
Certification Statement
1
2
Check for $600
1
3
Project Narrative
1
4
USGS ma
1
5
Vicinity Ma
ID
a rvr�
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Please process this submittal for sewer extension review. Feel free to contact me with any
questions at [phone] or sean.hein(&-timmons.com
Thank you,
Sean Hein
Senior Project Manager
Timmons Group
5410 Trinity Rd, Suite 102
Raleigh, NC 27607
0
cD
N
U rA
Z LD
tD
s '^
o� of
v in
c
N Cl
LL
a
Ln
o
.E
L
o_ a,
L w
in F
E
O
V
C
O
E
E