WQ0045673_Application (FTSE)_20240823

Corrected and resubmitted 20240820; see response email
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: W0005673
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Warrenton (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Bill Perkinson per 15A NCAC 02T .0106(b)
Title: Public Works Director
4. Applicant's mailing address: PO Box 281
City: Warrenton State: NC Zip: 27589-
5. Applicant's contact information:
Phone number: [phone] Email Address: publicworksdirectorawarrenton.nc.gov
II. PROJECT INFORMATION:
1. Project name: Willams Ct. Sewer
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: W000 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: W000
3. County where project is located: Warren
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.399' Longitude:-78.154'
5. Parcel ID (if applicable): PIN 2946953214 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Chad E. Abbott License Number: 036242
Firm: P-1764
Mailing address: C3 Design & Engineering. PLLC
City: PO Box 0361 State: NC Zip: 27522-
Phone number: [phone] Email Address: chadna c3designeng.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Warren County Waste Water Treatment Plant
Owner Name: Town of Warrenton
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch
Permit Number: NCO020834
unknown downstream number.
Z Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WOCS00092
Owner Name(s): Town of Warrenton
FORM: FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORA: DEV? been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
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 / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ 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
75 gal/day
10
750 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
750 GPD
a See 15A NCAC 02T .01140), (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 NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 750 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: 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
8 212.95 PVC
round to 213
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Puma 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 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ 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(f) & (g)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
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(f) or gL 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: Tar -Pamlico ❑ 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.0105(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

X. CERTIFICATIONS:
1, Does the submitted system comply with 15A NCAC 0' . the Minimum Design Criteria for the Permitting ol' Pump Stalions
and Force Mains f latest version). and the Gravity Sewer Minimum Desian Critcriu (latest vcr,-Jon) as applicable"
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Varianl'cWternaii�c Design Request application
(VADC 10-1st and .upporting documents for review to the Central Office. ApproNal of the request mill be issued
concurrentiv %%ith the approval of the permit, and projects rectuirini a variance aopruval may be subject to loneer
review times. for proiects reuuiring tw_o or more variances or where the _variance is determined by the Division to be a
si nilicant portion of the proiect, the full technical review is re uired.
?. Prnfes�ional 1 nginccr's Certification: I, j{
attest that this application for i J l�+�. yet 5 ( ,f z��
I I'NACSSWN1 Enguaeer'% namr frian .1TPl1ea111) Rena Ill I 1 (Prquo Namc Irom Applicution Item ll 1)
has been reviewed b} 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 hest of my knowledge the proposed design has been prepared in accordance with the applicable regulations.
Minimum Design Criteria for Gravity Sewers ( latest version), and the Minimum Dctiign-Criteria for the Fast -Track Permitting
of PAimp Stations and Force Mains (latest vcrsionl. 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 io be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6f3. any person who knowingly makes any false
statement, repr,;untation. or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $1 O,t100, as well as civil penalties up to S25,000 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-liccnscd Professional Engineer to referral u) the licensing board. (2)1 NCAC 5(, l )'111 1
North Carolina Professional Engineer's seal, signature, and date:XOE
N111
SS
O. �d
2
3. Applicant's Certification per 15A NCAC 02T A106(h):
1. AV- �1 sAf attest that this application for
(Sa� re Autriorm Name tram Application Item t.3 i JProieCt Name I'mm Application Itcm It. I)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 understand that it 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/orcriminal prosecution, I will make no claim against the Division
of Water Resource~ should a condition of this permit be violated. I also understand that if all required parts of this application
package arc 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 43-2I5. and 143-215.6 , any person who knowingly makes any false
statement, representation. or cenification 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: �.b A44—)er1 Datc �r
FORM: F7`A 10-23 Page 5 of ;

3 �
Dk Is on of Water Re-,ources
Entity Requesting Allocation
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Town of Warrenton
Project Name for which flow is being requested: Williams Ct. Sewer
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 wastewaterflow.
low.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Warren County WWTP
b. WWTP Facility Permit #: NCO020834
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
2.0 MGD
0.0
0.417 MGD
0.000750 MGD
0.417 MGD
20.85
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
I Riggan
WQCS00092
0.375
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current Flow
Flow* *
Avg. Daily
Tributary
Plus
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
0.150
0.089
0.0
0.089
0.061
* 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.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Warrenton
Page 1 of 9
FTSE 10-23

Downstream Permit Number: WQCS00092
III. Certification Statement:
I Bill Perkinson 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.
Signing Official Signature Date
Title of Signing Official
Page 2 of 9
FTSE 10-23

CaDESIGN &
ENGINEERING, PLLC
CLIENT FOCUSED • COMPREHENSIVE • COST-EFFECTIVE
FIRM LICENSE #: P-1764
COVER LETTER
2537 East Lyon Station Road
Suite 012 (Physical)
PO Box 0361(Mailing
Creedmoor, NC 27522
919-230-0996
24-015 (C3 Project#)
Williamson Ct Sewer
212 Williams Ct.
Warrenton, NC 27589
C3 Design & Engineering, PLLC
2537 E. Lyon Station Road
Creedmoor, NC 27522
Engineer of Record: Chad E. Abbott, PE
[e-mail] / 919-230-0995 Ext. 101

CaDESIGN &
ENGINEERING, PLLC
CLIENT -FOCUSED • COMPREHENSIVE • COST-EFFECTIVE
FIRM LICENSE. r . P-1764
Project Description:
2537 East Lyon Station Road
Suite 012 (Physical)
PO Box 0361 (Mailing
Creedmoor, NC27522
919-230-0996
The proposed project is the extension of a segment of an existing sewer line that runs east to
west along Williams Court. Currently there is an existing 8" PVC Sewer line along N Bragg
Street. The proposed sewer line will be an 8" PVC pipe that extends from a proposed Doghouse
manhole # 1 on N Bragg Street that extends 212.95 linear feet along Williams Court to a
proposed manhole #2 in between lot 2 and lot 3. Lot 1 will connect to a proposed sewer
service. Where lot 4 and 5 will use a private sewer service. This sewer line will run into the
Warren County Wastewater Treatment Plant. As directed by Town or Warrenton this
application and information provided therein has been signed by the applicant and professional
engineer, Chad E. Abbott.
Please do not hesitate to contact us should you have any questions or comments regarding the
contents.
Regards,
Chad E. Abbott, PE
C3 Design & Engineering, PLLC
[e-mail]
1

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UTILITY NOTES:
1. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS OTHERWISE NOTED.
2. ALL PUBLIC UTILITIES AND CONNECTIONS TO PUBLIC UTILITIES SHALL CONFORM TO THE TOWN OF WARRENTON
STANDARDS AND SPECIFICATIONS.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS NECESSARY FOR CONSTRUCTION.
4. IF REQUIRED, PRIOR TO THE CONSTRUCTION OF ANY WATER/SEWER MAIN EXTENSIONS, TAPS OR RELOCATIONS,
THE ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERAL CONTRACTOR TO DISCUSS CERTIFICATION
REQUIREMENTS. FAILURE TO CONTACT THE ENGINEER OF RECORD OR PROVIDE ANY OF THE REQUESTED
DOCUMENTATION DISCUSSED MAY RESULT IN THE INABILITY OF THE ENGINEER TO CERTIFY THE LINE AND
POSSIBLE REPLACEMENT.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE LOCATION AND/OR RELOCATION OF ALL
EXISTING UTILITIES WITH THE APPROPRIATE UTILITY, AGENCY OR COMPANY.
6. THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS AND DISTURBANCES WITH EXISTING USERS
AND TOWN OF WARRENTON SO THAT ANY SERVICE INTERRUPTIONS ARE MINIMAL.
7. ALL PIPE INVERTS, TAP LOCATIONS & AVAILABLE CLEARANCES TO BE VERIFIED IN THE FIELD PRIOR TO
CONSTRUCTING STORM & UTILITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY. IF THESE
ITEMS ARE NOT VERIFIED AT THIS TIME, THE CONTRACTOR WILL BE WHOLLY RESPONSIBLE FOR THE FIELD
REVISIONS, INSTALLATION AND ASSOCIATED DESIGN COSTS OF THE SOLUTIONS PROPOSED.
8. NO IRRIGATION SYSTEM WILL BE INSTALLED ON STATE ROW.
9. CONTACT NC 811 PRIOR TO HAVE ALL UNDERGROUND UTILITIES LOCATED PRIOR TO ANY SUBSURFACE WORK.
10. APPLICANT SHALL PROVIDE OR OBTAIN AN ENCROACHMENT AGREEMENT FROM THE TOWN/NCDOT FOR UTILITY
INSTALLATION WITHIN RIGHT OF WAY.
N/F
CATHYA. LAWRENCE
TAX MAP # E6B 386
PIN # 2946-95-4263
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10 0 5 10 20 40
(IN FEET)
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NOTES:
1. TOWN OF WARRENTON STANDARDS AND SPECIFICATIONS ARE TO BE USED.
2. MINIMUM SEPARATION DISTANCES:
-100 FOOT HORIZONTAL SEPARATION FROM WELLS AND OTHER WATER
SUPPLIES.
-18 INCH VERTICAL SEPARATION FROM STORM SEWER OR FERROUS PIPE
SANITARY SEWER SPECIFIED.
-10 FOOT HORIZONTAL SEPARATION FROM WATER MAINS OR 18 INCH
VERTICAL SEPARATION OR FERROUS PIPE SANITARY SEWER SPECIFIED.
3. CONTRACTOR SHALL EXTEND SERVICES AT 2% MINIMUM SLOPE TOWARDS
THE LOTS. SERVICES SHALL NOT BE CONSTRUCTED AT A SLOPE STEEPER
THAN 2% WITHOUT AUTHORIZATION FROM THE OWNER.
4. DUCTILE IRON PIPING SHALL BE LINED WITH PROTECTO 401.
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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PRIM
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GRAPHIC SCALE
10 0 5 10 20 40
(IN FEET)
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NOTES:
1. TOWN OF WARRENTON STANDARDS AND SPECIFICATIONS ARE TO BE USED.
2. MINIMUM SEPARATION DISTANCES:
-100 FOOT HORIZONTAL SEPARATION FROM WELLS AND OTHER WATER
SUPPLIES.
-18 INCH VERTICAL SEPARATION FROM STORM SEWER OR FERROUS PIPE
SANITARY SEWER SPECIFIED.
-10 FOOT HORIZONTAL SEPARATION FROM WATER MAINS OR 18 INCH
VERTICAL SEPARATION OR FERROUS PIPE SANITARY SEWER SPECIFIED.
3. CONTRACTOR SHALL EXTEND SERVICES AT 2% MINIMUM SLOPE TOWARDS
THE LOTS. SERVICES SHALL NOT BE CONSTRUCTED AT A SLOPE STEEPER
THAN 2% WITHOUT AUTHORIZATION FROM THE OWNER.
4. DUCTILE IRON PIPING SHALL BE LINED WITH PROTECTO 401.
Know what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ". REPORT
ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
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SHEET #:
C-1.0

Wilson, Susan A
From:
Chad Abbott <[e-mail]>
Sent:
Tuesday, August 20, 2024 9:31 AM
To:
Wilson, Susan A; publicworksdirector warrenton.nc.gov
Subject:
RE: [External] RE: Fast Track Sewer Application: Williams Ct Sewer (WQ0045673)
Attachments:
D - Williams Ct. - FTA 8-20-24 REV NE.pdf; A - 24-015_PP-C-1.0 WILLIAMS COURT PLAN
& PROFILE.pdf, F2 - USGS 1 REV SCHEMATIC NE.pdf
Follow Up Flag:
Follow up
Flag Status:
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 morning all, and thank you Bill for responding to what you could. Regarding the other items, please see
below in bold green italics:
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project number in your
response. No, to my knowledge, this is just a private developer, looking to build 5 homes.
2. Does Warrenton have an idea of what the name or number of the downstream sewer may be? Or is it so old
they may not know? I can try and look in our system if you folks can come up with a name (if the WQ
number is not known). By Others.
3. Part VI.7. I guess this is existing infrastructure/homes that will tie-in? I'm a little confused about what
exactly will tie-in to this new line. If it's old infrastructure -you will need to revert to the existing minimum
design flow of 120 gpd/BR [15A NCAC 02T .0114 (b)], unless the Town of Warrenton has received a flow
reduction letter (I have not been able to find anything on file). The 75 gpd/BR may be used for new
homes/infrastructure (as currently described in the recent legislation). Please modify Pat VI.7 and 8 if
necessary. Please see attached plan, yes this is new infrastructure to support new homes.
4. Likely 1'lljust round up your gravity sewer length to approximately 213 linear feet of 8-inch GS in the permit.
Yes, absolutely that's fine, intern filled this out for me so they were just trying to be exact.
5. You indicated in Part IX.5. of the application that a 404/401 certification would be necessary. Is this
correct? If so, please provide a reference number (either a USACOE reference number or a DWR 401
number). This was incorrect, and myapologies that) missed it. The intern used one that we had done
on a previous project and didn't edit those boxes as I had directed, and I unfortunately assumed they
did. Again, my apologies and I have attached the updated FTA.
6. Would you please provide a basic flow schematic for this project (and indicate direction of flow to the tie - in
and from the tie-in to the WWTP)? You mention different lot numbers in your narrative - but I do not know
what they refer to. I've attached a couple of examples - if you can provide something similar. I don'thave a
lot of knowledge about the existing infrastructure well beyond our property, and perhaps Bill can
chime in on this. I have attached a map similar to what you requested with as much information as I
can provide. Again, hopefully the attached plan and profile helps in understanding the narrative. I am
not sure why its not required to send the plans in, I used to send them anyways, but was told to stop
at some point.
7. Since there will be wastewater flow associated with this project -you'll need to provide Form FTSE 10-23
(attached) indicating that the Town of Warrenton's WWTP has capacity to accommodate the new flow.
believe that Bill has now provided this and the project flow should be fine with the 75 gpd/br as
provided with this new information.

Thank you again Susan for your review and comments. Please let me know if you need anything else further from
US.
Regards,
Chad E. Abbott, PE
Principal Engineer
CSOESIGN &
ENGINEERING, PLLC
2537 E. Lyon Station Rd. — Ste 102 (Physical)
P.O. Box 361 (Mailing)
Creedmoor, NC 27522
919.230.0996 x101 (Office)
919.625.7368 (Mobile)
From: Wilson, Susan A <[e-mail]>
Sent: Monday, August 19, 2024 6:15 PM
To: publicworksdirector warrenton.nc.gov <[e-mail]>
Cc: Chad Abbott <[e-mail]>
Subject: RE: [External] RE: Fast Track Sewer Application: Williams Ct Sewer (WQ0045673)
Thanks for this Bill —yes, I was aware you folks had a collection system permit —just thought we may be able to
Look up the WQ00 number for the exact sewer that this will tie into. But- I realize this may be older infrastructure
and it may have been in place before sewer extension permitting was required.
Also thank you for the FTSE — although you may have to revise the project flow based on 120 GPD/bedroom.
From: publicworksdirector warrenton.nc.gov <[e-mail]>
Sent: Monday, August 19, 2024 2:12 PM
To: Wilson, Susan A <[e-mail]>
Cc: [e-mail]
Subject: [External] RE: Fast Track Sewer Application: Williams Ct Sewer (WQ0045673)
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.
Ms. Wilson,
The name for the downstream sewer is "Town of Warrenton" and the permit number is "WQCS00092".
Also, please see attached the completed FTSE 10-23.
Thanks,
Bill Perkinson,
Public Works Director
Town of Warrenton
PO Box 281

Warrenton, NC 27589
Phone [phone]
Fax [phone]
[e-mail]
From: Wilson, Susan A <[e-mail]>
Sent: Monday, August 19, 2024 1:37 PM
To: [e-mail]
Cc: publicworksdirector warrenton.nc.Rov <[e-mail]>
Subject: Fast Track Sewer Application: Williams Ct Sewer (WQ0045673)
Hi Chad -
Just a few questions after review of this application:
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project number in your
response.
2. Does Warrenton have an idea of what the name or number of the downstream sewer may be? Or is it so old
they may not know? I can try and look in our system if you folks can come up with a name (if the WQ
number is not known).
3. Part VI.7. I guess this is existing infrastructure/homes that will tie-in? I'm a little confused about what
exactly will tie-in to this new line. If it's old infrastructure -you will need to revert to the existing minimum
design flow of 120 gpd/BR [15A NCAC 02T .0114 (b)], unless the Town of Warrenton has received a flow
reduction letter (I have not been able to find anything on file). The 75 gpd/BR may be used for new
homes/infrastructure (as currently described in the recent legislation). Please modify Pat VI.7 and 8 if
necessary.
4. Likely 1'lljust round up your gravity sewer length to approximately 213 linear feet of 8-inch GS in the permit.
5. You indicated in Part IX.5. of the application that a 404/401 certification would be necessary. Is this
correct? If so, please provide a reference number (either a USACOE reference number or a DWR 401
number).
6. Would you please provide a basic flow schematic for this project (and indicate direction of flow to the tie-in
and from the tie-in to the WWTP)? You mention different lot numbers in your narrative - but I do not know
what they refer to. I've attached a couple of examples - if you can provide something similar.
7. Since there will be wastewater flow associated with this project -you'll need to provide Form FTSE 10-23
(attached) indicating that the Town of Warrenton's WWTP has capacity to accommodate the new 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)].
Thanks much. Let me know if you have any questions.
Respectfully,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations - Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240

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.

DESIGN I
ENGINEERING, PLLCLC
CLIENT -FOCUSED • COMPREHENSIVE • COST-EFFECTIVE
July 23, 2024
NCDEQ —Raleigh Regional Office
Attn: Division of Water Resources
3800 Barrett Drive Raleigh, NC 27609
[phone]
RE: 24-015 — Williams Ct.— 212 Williams Ct. Warrenton, NC 27589
Fast Track Sewer Extension Submittal #1
Enclosed are the following documents:
2M7 E. LYON STATION RD, STE 102
Po Box 3Bf
CREEDMOOR, NC 27522
919.230.0998
W.. Dept l}rEnvh_01M"-C:,1._ " ­ .- j
JUL 2 5 2024
QTY
DESCRIPTION
RECD BY
(1) ACTION REQ'D
or [21 FYI ONLY
1
Transmittal Letter
(2)
1
B — Cover Letter
(2)
1
C — Application Fee ($600.00 — C3 CK # 1814)
(2)
1
D — Fast Track Application
(1)
1
F -- Site Maps (USGS Topo Map, Aerial Map)
(2)
ACTION RiE!XD:
(1) Request approval for an extension of an existing sewer line.
Please do not hesitate to contact us should you have any questions or comments regarding the
contents.
Regards,
Daniel S. Fenton
C3 Design & Engineering, PLLC
[e-mail]