WQ0043520_Modification Application (FTSE)_20240416

DocuSign Envelope ID: E5129E07-A364-480D-BC36-CCCEC13C8262
NC Dept of Environmental Quality State of North Carolina
Apr 15 2024 Department of Environmental Quality
DWR Raleigh Regional Office Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: WQ0043520 Mane completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuquay-Varina(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:Michael Wapner per 15A NCAC 02T.0106(b)
Title:Public Utilities Director
4. Applicant's mailing address: 134 N Main St.
City:Fuquay-Varina State:NC Zip: 27526-
5. Applicant's contact information:
Phone number: [phone] Email Address:mwagner9fuquay-varina.org
II. PROJECT INFORMATION:
1. Project name:Atwater Station-Phases 1,2,3,&6
2. Application/Project status: ❑Proposed(New Permit) ® Existing Permit/Project
If a modification,provide the existing permit number:WQ0043520 and issued date: 07/21/2022,
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:Wake
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.625172' Longitude:-78.787468'
5. Parcel ID(if applicable): 0668224658,0668420610,0668338441 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Bryant Inge,PE License Number: 050756
Firm:WithersRavenel
Mailing address: 115 MacKenan Drive
City: Caa State:NC Zip:27511-
Phone number: [phone] Email Address:bineeawithersravenel.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Terrible Creek WWTP Permit Number:NC000066516
Owner Name:Town of Fuquay-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQCS00193
2. Downstream(Receiving)Sewer Information: 6 inch ❑ Gravity ❑x Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 10-23 Page 1 of 5

DocuSign Envelope ID:E5129E07-A364-480D-BC36-CCCEC13C8262
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(FORM: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
4-Bedroom Single Family 300 gal/day 73 21,900 GPD
3-Bedroom Single Family 225 gal/day 72 16,200 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 38,100 GPD
a See 15A NCAC 02T .0114(b), L), (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.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 0 GPD(per 15A NCAC 02T.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:WQ0043520 Issuance Date: 07/21/2022
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 10-23 Page 2 of 5

DocuSign Envelope ID: E5129E07-A364-480D-BC36-CCCEC13C8262
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 3,080 SDR-35
8 1,294 C-900
8 1,127 DIP
➢ 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
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:Atwater Station Pump Station
2. Approximate Coordinates(Decimal Degrees):Latitude: 35.623666' Longitude:-78.782966'
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.295 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): 205 gallons per minute(GPM)at 60 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
6 2,134 C-900 DR-18
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.Lb. ❑ 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

DocuSign Envelope ID:E5129E07-A364-480D-BC36-CCCEC13C8262
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 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:Neuse ❑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

DocuSign Envelope ID: E5129E07-A364-480D-BC36-CCCEC13C8262
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(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 request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times.For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project,the full technical review is required.
2. Professional Engineer's Certification: Atwater Station Phases 1,2,3,&6,
excluding sewer pump station design criteria,
I, Bryant Inge,PE attest that this application for which is certified by David McClure
(Professional Engineer's name from Application Item 111.1.) (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,
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains(latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.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)
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3. Applicant's Certification per 15A NCAC 02T.0106(b): Atwater Station Phases 1,2,3,&6,
excluding sewer pump station design criteria,
I, Michael Wagner attest that this application for which is certified by David McClure
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, 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.
Do°uSigned by:
SigQnature: E Date: 4/1/2024
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FORM: FTA 10-23 Page 5 of 5

DocuSign Envelope ID: E5129E07-A364-480D-BC36-CCCEC13C8262
X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(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 request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times.For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project,the full technical review is required.
2. Professional Engineer's Certification:
Atwater Station Phases 1,2,3,&6
I, David McClure,PE attest that this application for pump station design criteria
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item IL 1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications,engineering calculations,and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains(latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.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)
.......................................................................................
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
Atwater Station Phases 1,2,3,&6
I, Michael Wagner attest that this application for pump station design criteria
(Signature Authority Name from Application Item L3.) (Project Name from Application Item IL 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, 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.
DoeuSlgned by:
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FORM: FTA 10-23 Page 5 of 5

State of North Carolina
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Department of Environmental Quality W- Rr f -=
Division of Water Resources
'D[vision of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Atwater Station - Phases 1, 2, 3, & 6
More than one FTSE maybe 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: Terrible Creek WWTP
b. WWTP Facility Permit#: NCO066516
Ali flows are in MGD
c. WWTP facility's permitted flow 3.000
d. Estimated obligated flow not yet tributary to the WWTP 1.072
e. WWTP facility's actual avg. flow 1.400
f. Total flow for this specific request 0.031
g. Total actual and obligated flows to the facility 2.503
h. Percent of permitted flow used 83.4%
I1. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity,* (Firm,po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
*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): Terrible Creek WWTP
Downstream Permit Number: NCO066516
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Michael Wagner 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.
&- 12/22/2023
Signing Official Signature Z Date
Public Utilities Director
Title of Signing Official
Page 2 of 8
FTSE 10-23

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is<0.
Pump Station(Name or Number):
Given that:
a. The proportion and amount of Obligated,Not Yet Tributary Daily Flow(C)accounts for
%and MGD of the Available Capacity(E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year;and that
c. A funded Capital Project that will provide the required planned capacity,namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over-allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215,67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature Date
Page 3 of 8
FTSF 10-23

NC Dept of Environmental Quality
Atwater Station Apr 15 2024
Raleigh Regional Office
.,
ATWATER STATION
SITE
PROPOSED PUMP STATION
PROPOSED FORCE MAIN
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EXISTING ABANDONED 6"
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RETURNED TO SERVICE -_
EXISTING ACTIVE 6"
PVC FORCE MAIN
_ EXISTING ACTIVE 6"
PVC FORCE MAIN
DISCHARGE INTO
EXISTING 8"PVC
GRAVITY SEWER
3/29/2024, 2:32:42 PM 1:18,056
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0 0.2 0.4 0.8 km
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Program, Geographic Names Information System, National Hydrography
Dataset, National Land Cover Database, National Structures Dataset, and
National Transportation Dataset; USGS Global Ecosystems; U.S. Census
Bureau TIGER/Line data, USFS Road data; Natural Earth Data, U.S.
USGS
2021 USGS

NC Dept of Environmental Quality
Atwater Station Apr 15 2024
Raleigh Regional Office
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3/29/2024, 2:48:51 PM 1:18,056
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August,2023.
USGS
2021 USGS

1/ W i t h e rs R a v e n e l NC Dept of Environmental Quality
1/ Apr 15 2024
Our People.Your Success. Raleigh Regional Office
March 291h 2024
Department of Environmental Quality
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
RE: Atwater Station Phases 1, 2,3, & 6
Modification to Sewer System Extension Permit#WQ0043520
To Whom It May Concern:
On behalf of Baker Residential, please find the attached documentation in support of a modified Fast Track
Application (FTA 10-23) for the referenced project. The primary reason for the requested permit modification is
due to a request by the Town of Fuquay-Varina to utilize an alternate force main route to the Terrible Creek
WWTP. The objective of the Town's request is to bypass the existing Basal Creek Sewer Pump Station. The
quantity of proposed force main and discharge location remains unchanged, but an alternate segment of an
abandoned force main will be returned to service and utilized to convey flow to the Terrible Creek WWTP.
The proposed sewer quantities stated in the application have remained unchanged from the approved permit.This
project will consist of 1,127 LF of 8" DIP and 1,294 LF of 8"C-900, and 3,080 LF of SDR-35 gravity sewer as well
as 2,134 LF of 6" C-900 sewer force main located along Bass Lake Road and James Slaughter Road in Fuquay-
Varina. The approved permit proposed sewer service for 145 single family homes and the flow values have
remained unchanged.
The proposed project will meet all of DWR's minimum design criteria for sanitary sewer extensions as well as
DWR's minimum design criteria for pump stations/force mains. The design flow rate for this project remains at
38,100 gpd based on NCAC 2T.
The proposed project has received 401/404 authorization under USACE Action ID: SAW-2019-02194
Please find attached the following information in support of the modified application:
• Fast Track Sewer System Extension Application properly executed and includes separate signature pages
for gravity sewer and pump station/force main (FTA 10-23)
• Flow Tracking/Acceptance Form for Sewer Extension Applications(FTSE 10-23)
• USGS Map
• Street Level Map
• Check for$600.00 to NC DEQ
If you have any questions regarding this request or if you require any additional information, please feel free to
contact me at 919-469-3340 or [e-mail].
Sincerely
WithersRavenel
Bry nt Inge, PE
Project Manager
115 MacKenan Drive I Cary, NC 27511
t:919.469.3340 1 f:919.467.6008 www.withersravenel.com I License No. F-1479
Cary I Greensboro Pittsboro I Raleigh I Wilmington

;0 WithersRavenel Letter of Transmittal
Our People.Your Success.
NC Dept of Environmental Quality
115 MacKenan Drive Apr 15 2024
Cary, NC 27511 Raleigh Regional Office
t: 919.469.3340 1 f: 919.467.6008
04/01/2024 ••• • 02180718.00
• Water Quality Section
NCDEQ
TO: Raleigh Regional Office-Water Quality
Section Atwater Station- Phases 1,2,3,6
3800 Barrett Drive Raleigh,NC 27609 Revised Sewer Submittal
[phone]
WE ARE SENDING YOU THE FOLLOWING ITEMS:
❑x Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Disk 0 Other Flash Drive
1 Cover Letter
1 Modified FTA-FTSE Combined
1 Atwater Station - Phases 1, 2, 3,&6 Approved Construction Drawings
1 USGS Site Map
1 Street Level Map
1 Flash Drive of All Submittal Items
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑ Other
❑ For bids due ❑ Prints returned after loan to us
REMARKS:
Amanda Martinez Bryant Inge
COPYTO: [e-mail] SIGNED: [e-mail]
QA/QC:
RECEIVED:
If enclosures are not as noted,kindly notify us at once.

♦I WithersRavenel Letter of Transmittal
Out Peopte.Your Success
115 MacKenan Drive
Cary, NC 27511
t 919.469.3340 f f: 919.467.6008 �ZQZ NdC
r C>> 1/5/2024 '• • 02180718.00
�ati�l' • Water Quality Section
NCDEQ
TO: Raleigh Regional Office Water Qd3lity
Section Atwater Station-Phases 1,2,3,6
3800 Barrett Drive Raleigh,NC 27609 Revised Sewer Submittal
[phone]
WE ARE SENDING YOU THE FOLLOWING ITEMS
® Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of Letter ❑ Change Order ❑ Disk ® Other Flash Drive
1 Cover Letter
1 Application Form (FTA 10-23)
1 Modified FTA FTSE Combined 20231222
1 USGS Site Map
1 Street Level Map
1 Permit No. WQ0043520
1 Application Fee -$600 Check#8152
1 Flash Drive of All Submittal Items
THESE ARE TRANSMITTED as checked below
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑ Other
❑ For bids due ❑ Prints returned after loan to us
REMARKS:
Amanda Martinez Bryant Inge
COPY TO: [e-mail] SIGNED binge@ withersravenel.com
QA/QC.
RECEIVED:
If enclosures are not as noted,kindly notify us at once.

From: Michael Waaner
To: Inge.Bryant;Wild,Elaine; Martinez,Amanda
Cc: McClure, David
Subject: Re: [External]Re:Atwater Station-Phases 1,2,3,&6 Modification—Additional Information Request
Date: Tuesday,April 16,2024 10:25:23 AM
Attachments: imaae002.Dna
imaae003.Dnq
imaae004.Dna
imaae005.Dnq
imaae006.Dna
imaae007.Dnq
imaae009.Dna
imaae010.Dnq
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.
concur with the statement.
Mike
Michael Wagner 1415 Holland Road
Public Utilities Director Fuquay-Varina, NC 27526
Town of Fuquay-Varina www•fuquay-varina.orq
Office: Facebook Instagram Twitter
01
E-mail correspondence to and from this address is subject to North
Carolina's Public Records Act, N.C. Gen. Stat. Sec. 132, and may be
disclosed to third parties. However Federal and State law protects
personal health and other information that may be contained in this
e-mail from unauthorized disclosure. If you are not the intended
recipient, please delete this e-mail and any accompanying
documents and contact the sender immediately. Unauthorized
disclosure, copying or distribution of any confidential or privileged
content of this e-mail is prohibited.
From: Inge, Bryant<[e-mail]>
Sent:Tuesday,April 16, 202410:05 AM
To: Wild, Elaine<[e-mail]>; Michael Wagner<[e-mail]>;
Martinez, Amanda <[e-mail]>
Cc: McClure, David <[e-mail]>
Subject: RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Mod ification_AdditionaI Information
Request
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attachments unless you recognize the sender and know the content is safe.
Elaine,

That statement looks correct to me. Mike,can you please confirm?
Thanks,
%0 Bryant Inge, PE 8109100
1/ PROJECT MANAGER
t:919.469.3340 d:919.238.0330 Cary.INC WITH ERSRAVENEL.COM
From: Wild, Elaine <[e-mail]>
Sent:Tuesday, April 16, 2024 8:31 AM
To: Michael Wagner<[e-mail]>; Inge, Bryant<[e-mail]>;
Martinez, Amanda <[e-mail]>
Cc: McClure, David <[e-mail]>
Subject: [EXTERNAL] RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional
Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Hi All,
Please let me know if the below modification statement is accurate. If not, please alter accordingly.
"This modification will alter the location of the proposed force main to bypass the pump station at
Basal Creek Townhomes Phases 1-8, WQ0040523, and connect to the force main at Mill Ridge
Subdivision Phase 5, WQ0031520."
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
[e-mail]
�DHE Q��
n.wrt..,i of nvr�mir Uu,
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Water Quality Permitting I NC DEQ
PermittingPermittin�ProcessINC DEQDEQ

From: Michael Wagner<[e-mail]>
Sent: Monday, April 15, 2024 4:46 PM
To: Wild, Elaine <[e-mail]>; Inge, Bryant<[e-mail]>; Martinez,
Amanda <[e-mail]>
Cc: McClure, David <[e-mail]>
Subject: Re: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional Information
Request
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Elaine,
I think that the permit#for Mill Ridge Phase 5 forcemain was WQ0031520 4/3/07.
Mike
Michael Wagner 1415 Holland Road
Public Utilities Director Fuquay-Varina, NC 27526
Town of Fuquay-Varina www•fuquay-varina.org
Office: Facebook Instagram Twitter
E-mail correspondence to and from this address is subject to North
Carolina's Public Records Act, N.C. Gen. Stat. Sec. 132, and may be
disclosed to third parties. However Federal and State law protects
personal health and other information that may be contained in this
e-mail from unauthorized disclosure. If you are not the intended
recipient, please delete this e-mail and any accompanying
documents and contact the sender immediately. Unauthorized
disclosure, copying or distribution of any confidential or privileged
content of this e-mail is prohibited.
From: Wild, Elaine<elaine.wildPc1eq.nc.gov>
Sent: Monday, April 15, 2024 1:52 PM
To: Inge, Bryant<binge(@ withers raven e1.com>; Martinez, Amanda
<amartinez(@withersravenel.com>
Cc: Michael Wagner<[e-mail]>; McClure, David

<DMcClure(@withers raven eI.com>
Subject: RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional Information
Request
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.
Hello Bryant, David, and Michael,
This question may be best suited for Michael. Could you please provide me with the permit number
associated with the existing abandoned FM line that is going to be put in service at the completion of
this project? I tried digging through the drawings but was unable to find it (C11.0, C11.8, and
others). Additionally, was that permit (the abandoned FM) rescinded or is it still active? I am writing
the permit and need to include the diversion of the Basal Creek Sewer PS and the inclusion of the
former abandoned FM line in the modification description.
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
D_E Q��
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Water Quality Permitting I INC DEQ
Permitting Process I INC DEQ
From: Inge, Bryant<binge(@ withers ravenel.com>
Sent: Monday, April 15, 2024 11:25 AM
To: Wild, Elaine <elaine.wild(@deq.nc.gov>; Martinez,Amanda <amartinezPwithersravenel.com>
Cc: Michael Wagner<mwagner(@fuauay-varina.org>; McClure, David
<DMcClurePwithersravenel.com>
Subject: RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional Information
Request
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Good morning Elaine,
The 401 Authorization DWR#is 20211449—CORRECTED.
Please let us know if you need additional information.
Thanks,
1/ Bryant Inge, PE ®®!II O D
,/ PROJECT MANAGER
t:919.469.3340 d:919.238.0330 Cary.NC WITHERSRAVENEL.COM
From: Wild, Elaine <elaine.wild(@deq.nc.gov>
Sent: Monday, April 15, 2024 10:53 AM
To: Martinez, Amanda <amartinez(@withersravenel.com>
Cc: Michael Wagner<mwagner(@fuquay-varina.org>; McClure, David
<DMcClure(@with ersravenel.com>; Inge, Bryant<binge(@ withers ravenel.com>
Subject: [EXTERNAL] RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional
Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Amanda, Michael, David, and Bryant,
Thank you for updated documents. I appreciate your quick response regarding the ShareFile link as
well. Please review my responses below in purple and provide the additional clarifications by April
26, 2024, and note that the requested information must be submitted by this date, or the applicant
will be required to submit a new application and application fee in accordance with 15A NCAC 02T
.0107.
Best Regards,
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov

�D.F
UronnnMl M flllvomr�W qrM,�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Martinez, Amanda <amartinez(@withersravenel.com>
Sent: Monday, April 15, 2024 8:30 AM
To: Wild, Elaine <elaine.wildPdeq.nc..gov>
Cc: Michael Wagner<mwagner(@fuquay-varina.org>; McClure, David
<DMcClure(@withersravenel.com>; Inge, Bryant<binge(@ withers ravenel.com>
Subject: RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional Information
Request
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Good Morning,
The issue has been corrected and you should be able to open without sign in now.
https://withersray.sharefile.com/public/share/web-s46cf732el de74f28811 aa2b58c296ca0
Thanks,
1/ Amanda Martinez O © in O G
140 PROJECT COORDINATOR II
t:919.469.3340 d:919.678.3807 Cary.NC WITH ERSRAVENEL.COM
From: Wild, Elaine <elaine.wild(@deq.nc.gov>
Sent: Monday, April 15, 2024 8:24 AM
To: Martinez, Amanda <amartinez(@withersravenel.com>
Cc: Michael Wagner<mwagner(@fuquay-varina.org>; McClure, David
<DMcClure(@withersravenel.com>; Inge, Bryant<binge(@ withers ravenel.com>
Subject: [EXTERNAL] RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Mod ification_AdditionaI
Information Request

CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Good Morning,
The Sharefile link provided requires a username and password, see screenshot below.
1% WitherSRavenel
Our people Your S.Cces,
EnmA'
E,v,
Password'
I Remember Me
F1'SaGY�_�lGY
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
Email correspondence toand from this address is subject to the North
Carolina Public Records Cary and may be disclosed to third parties.
Water Quality Permitting I INC DEQ
Permitting Process I NC DEQ
From: Martinez, Amanda <amartinez(@withersravenel.com>
Sent: Monday, April 1, 2024 3:50 PM
To: Wild, Elaine <elaine.wild(@deq.nc.g_ov>
Cc: Michael Wagner<mwagner(@fuquay-varina.org>; McClure, David
<DMcClure(@withersravenel.com>; Inge, Bryant<binge(@ withers ravenel.com>
Subject: RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional Information

Request
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Good Afternoon,
Please use the link below to access the documents.
https://withersray.sharefile.com/d-s560348afa7e3457c98fc2d48ed35236a
Thanks,
Amanda Martinez 81IT10 0 0
PROJECT COORDINATOR II
t:919.469.3340 d:919.678.3807 Cary.NC WITHERSRAVENEL.COM
From: Inge, Bryant<binge(@withersravenel.com>
Sent: Monday, April 1, 2024 3:35 PM
To: Wild, Elaine <elaine.wild(@deq.nc.gov>
Cc: Martinez, Amanda <amartinez(cDwithersravenel.com>; Michael Wagner<mwagner(CDfuquaY-
varina.org>; McClure, David <DMcClurePwithersravenel.com>
Subject: RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional Information
Request
Good afternoon Elaine,
Please see our responses below in red.Amanda Martinez will be sending a download link for the
requested items shortly.
Let us know if you have any questions or need additional information,
Respectfully,
%o Bryant Inge, PE 0 © 0 © o
10/ PROJECT MANAGER
t:919.469.3340 d:919.238.0330 Cary.NC WITHERSRAVENEL.COM
From: Wild, Elaine <elaine.wildPdeq.nc.gov>
Sent:Thursday, March 28, 2024 9:50 AM

To: Inge, Bryant<binge(@ withers ravenel.com>; Michael Wagner<mwagner(@fuquay-varina.org>;
McClure, David <DMcClure(@withersravenel.com>
Cc: Martinez, Amanda <amartinez(@withersravenel.com>
Subject: [EXTERNAL] RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional
Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Thank you for the follow up.
Have a great day!
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
D_EQ��
pnponiMnl of EnwromrMal OWI�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Inge, Bryant<binge(@ withers ravenel.com>
Sent:Thursday, March 28, 2024 9:47 AM
To: Wild, Elaine <elaine.wild(@deq.nc.gov>; Michael Wagner<mwag_ner(@fuquay-varina.org>;
McClure, David <DMcClure(@withersravenel.com>
Cc: Martinez, Amanda <amartinez(@withersravenel.com>
Subject: RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional Information
Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
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Good morning Elaine,
We are preparing a response for the outstanding items and will forward to you by the end of the week.

Respectfully,
1/ Bryant Inge, PE O © in O o
lop PROJECT MANAGER
t:919.469.3340 d:919.238.0330 Cary.NC WITHERSRAVENEL.COM
From: Wild, Elaine <elaine.wildPdeq.nc.gov>
Sent: Wednesday, March 27, 2024 11:27 AM
To: Michael Wagner<mwagner(@fuquay-varina.org>; Inge, Bryant<binge(@ withers ravenel.com>;
McClure, David <DMcClure(@with ersravenel.com>
Subject: [EXTERNAL] RE: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional
Information Request
CAUTION: This email originated from outside of WithersRavenel. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Mike,
Thanks for the clarification on items 1 & 5.
Best Regards,
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
Q E Q-�
N�.�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Michael Wagner<[e-mail]>
Sent: Wednesday, March 27, 2024 10:53 AM
To: Wild, Elaine <elaine.wild(@deq.nc.gov>; [e-mail];
dmcclure(@withersravenel.com
Subject: [External] Re: Atwater Station - Phases 1,2,3,&6 Modification—Additional Information
Request

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Elaine,
Good morning. Please see responses to#1 and#5 below.
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project number in
your response.
a. This is not an APRA funded project- ok
2. Section III only states Bryant Inge as the consultant for this project but the narrative states
there are two. Please provide David McClure's contact information since it is not provided in
the FTA.
a. According to the narrative, the FTA includes separate signature pages for the GS and
PS/FM. I only have one signature page from David McClure for the PS criteria. Please
provide the signature page for the GS.—completed 04/15/2024
Both signature pages are included in the combined FTA/FTSE.
Contact information for David McClure:
Professional Engineer: David McClure, PE
License Number: 030282
Firm:WithersRavenel
Mailing Address: 115 MacKenan Drive,Cary, NC 27511
Phone Number:919-535-5145
Email Address:dmcclure(a)withersravenel.com
3. According to the narrative, the flow rate for the project "remains 25,938 GPD", but according
to the existing permit the flow is 38,100 GPD. Please clarify and provide an updated Page 2 of
the FTA or narrative. FTA/narrative Corrected 04/15/24
a. Also, please update Section V1.7. of the FTA to reflect the correct flow of wastewater
generated by the project.
i. Section V1.8. is filled out correctly since this modification does not
change the wastewater generated by the project.
The cover letter/narrative has been revised to match the flow rate listed in the FTA. The FTA
has been revised to list the wastewater flow previously permitted. FTA/narrative Corrected
04/15/24
5. According to our records,the downstream sewer is WQ0040523 Basal Creek Townhomes
Phases 1-8, please confirm that this is no longer going to be the downstream sewer
connection due to relocating the GS and PS/FM.
a. This is "not" flowing downstream to Basal Creek Townhomes anymore.—ok
6. According to Section IX.5. of the FTA, 401/404 authorization is needed for the project. Please

provide the Certification/ID Number and status for the 401/404 authorization. This
information can also be included in the narrative.
The USACE Action ID for 401/404 authorization has been added to the cover letter/narrative.
Thank you for providing the USACE 404 ID, SAW- 2019-02194. Please provide the 401 Authorization
DWR#associated with this project.
7. The topographical and aerial map submitted are not sufficient. According to Section F of the
Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an
aerial map should be included with the application. The maps need to clearly identify the
project area, including the closest surface waters, general location of the gravity sewer,
pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Please provide the required maps according to the application requirements.
The revised maps and approved construction drawings will be forwarded by Amanda
Martinez shortly.—Maps updated 04/15/24
Thanks,
Mike
Michael Waqner 1415 Holland Road
Public Utilities Director Fuquay-Varina, NC 27526
Town of Fuquay-Varina www•fuquay-varina.org
Office: Facebook Instagram Twitter
E-mail correspondence to and from this address is subject to North
Carolina's Public Records Act, N.C. Gen. Stat. Sec. 132, and may be
disclosed to third parties. However Federal and State law protects
personal health and other information that may be contained in this
e-mail from unauthorized disclosure. If you are not the intended
recipient, please delete this e-mail and any accompanying
documents and contact the sender immediately. Unauthorized
disclosure, copying or distribution of any confidential or privileged
content of this e-mail is prohibited.
From: Wild, Elaine <elaine.wild(@deq.nc.gov>
Sent: Wednesday, March 27, 2024 10:30 AM
To: Michael Wagner<mwagner(@fuquay-varina.org>; binge Cwithersravenel.com
<bingeP withers ravenel.com>; dmcclure(@withersravenel.com <dmcclure(@withersravenel.com>
Subject:Atwater Station - Phases 1,2,3,&6 Modification—Additional Information Request

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attachments unless you recognize the sender and know the content is safe.
Hello Michael, Bryant, and David,
After reviewing the Fast Track Sewer System Extension Application for the Atwater Station - Phases
1,2,3,&6 modification, additional information is required in order to further process the application.
Please provide the following information by April 26. 2024, and note that the requested information
must be submitted within 30 days of this request, or the applicant will be required to submit a new
application and application fee in accordance with 15A NCAC 02T .0107.
1. Is this an ARPA funded project? If so, please include the DWI assigned ARPA project number in
your response.
2. Section III only states Bryant Inge as the consultant for this project but the narrative states
there are two. Please provide David McClure's contact information since it is not provided in
the FTA.
a. According to the narrative, the FTA includes separate signature pages for the GS and
PS/FM. I only have one signature page from David McClure for the PS criteria. Please
provide the signature page for the GS.
3. According to the narrative, the flow rate for the project "remains 25,938 GPD", but according
to the existing permit the flow is 38,100 GPD. Please clarify and provide an updated Page 2 of
the FTA or narrative.
a. Also, please update Section V1.7. of the FTA to reflect the correct flow of wastewater
generated by the project.
i. Section V1.8. is filled out correctly since this modification does not change
the wastewater generated by the project.
4. According to our records,the downstream sewer is WQ0040523 Basal Creek Townhomes
Phases 1-8, please confirm that this is no longer going to be the downstream sewer
connection due to relocating the GS and PS/FM.
5. According to Section IX.S. of the FTA, 401/404 authorization is needed for the project. Please
provide the Certification/ID Number and status for the 401/404 authorization. This
information can also be included in the narrative.
6. The topographical and aerial map submitted are not sufficient. According to Section F of the
Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and an
aerial map should be included with the application. The maps need to clearly identify the
project area, including the closest surface waters, general location of the gravity sewer,
pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Please provide the required maps according to the application requirements.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
"(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to

make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be accompanied
with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of
October 3, 2023[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Stormwater Fees,Section 12.14(a)].
Sincerely,
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wildCcIdeg.nc.gov
�ieannrm a Emmwiwir owinr�
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Carolina Public Records la:-.,and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf(state.nc.us)
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.