WQ0044870_Application (FTSE)_20231214 (2)

State of North Carolina
Department of Environmental Quality
PW.Division of Water Resources
+�� FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by MR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Rocky Mount (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Brad Kerr, PE per 15A NC'AC 02T .0106 b
Title: Public Works Director
4. Applicant's mailing address: PO Box 1180
City: Rock MTount State: NC Zip: 27802-
5. Applicant's contact information:
Phone number: [phone] Email Address: brad.kerr ock m untne. ov
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Otbi*C
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1, Project name: Hunter Hill Town Homes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Pennit/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: Nash
4. Approximate Coordinates (Decimal Degrees): Latitude: li.-9849° Longitude:-77.8464'
5. Parcel ID (if applicable): 3841 1304 9237 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: JJMichael Stocks License Number: 19843
Firm: Stocks Engineering
Mailing address: 801 E Washington St
City: Nashville State: NC Zip: 27856-
Phone number: [phone] Email Address: mstocks _stocksensineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1, Facility Name: Rocky Mount WWTP Permit Number: NC0030317
Owner Name: Town of Rocky Mount
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ�
2. Downstream (Receiving) Sewer Information: _ _ inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS!
Owner Name(s):
FORM: FTA 06-21 Page 1 of 5

V1. 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: HOB and
supplementary documentation as required by 15A NCAC 02T.01 15(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 PooliClubhouse
❑ 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. Has a flow reduction been approved under 15A NCACO2T .0 1 14 ? ❑ Yes ❑ No
➢ If yes provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(o)
Three Bedroom Town Home Units
Daily Design Flow a,b
225 gal/day
No. of Units
79
Flow
17,775 GPD
Single Family Homes
300 gal/day
106
31,800 GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
Total
49,575 GPD
See 15A NCAC 02T .0114 d . e 1 and e 2 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 49,575 GPD (per I A NCAC 2T .0114
➢ 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 06-21 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" 4714 PVC
9 Section 11 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
9 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
Vlll. 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 .0305(h)(1):
❑ Standby power source or ❑ Standby pump
D 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
D 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:
9 Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
9 If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separationsfalternatives found in 15A NCAC 02T.0305to & ® Yes ❑ No
SA NCAC 02T 0305 contains minimum se arations that shall be Drovided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'--Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'-Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source, including any wells, WS. I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
"Waters classified WS (except 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(0 or (p_). see Section X. l of this application
*15A NCAC 2 . 30 contains alternatives where separations in 02T,0305 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 S qe Water Classifications wetiaee
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.
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 draftjs aration reguirert t#ts 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 I 07 .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
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 coveragelauthorization is required.
6. Does project comply with 15A NCAC 02T.0105((additional permits/certifications)? ® Yes ❑ No
Per I SA NCAC 02T.0 I 05(glfft 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 06-21 Page 4 of 5

• X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC4ET, the Minimum Design Criteria for the Permitting ofPtttl:_1n Stations
and Fong Mns Llatev rsiQn], 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 reuuest will be issued
concurrentIX with the anproval of the vermit, and prowects reguiring a variance approval may be subject to Ion er
review times For Droiects reouiring two or more variances or where the variance is determined by the Division to be a
sienifrcant portion of the nroiect, the full technical review is required.
2. Professional Engineer's Certification:
1, J. Michael Stocks . attest that this application for Hunter Hill Town Homes
(Professional Engineer's name from Application Item Ill. 1.) (Project Name From Application Item II.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,wers (latest version), and the Minimum D i n is f h t-`rack Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materia's 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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North Carolina Professional Engineers seal, signature, and date: .. H GARS 4s
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Brad Kerr. PE , attest that this application for Hunter Hill Town Homes
(Signature Authority Name from Application Item 1.3.) (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.
Signature: Date; [l Z
FORM: FTA 06-21 Page 5 of 5

NC Dept of Environmental Quality
Dec 6 2023
Raleigh Regional Office
Entity Requesting Allocation: Rocky Mount
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: Hunter Hill Townhomes
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:
b. WWTP Facility Permit 9
,cky Mount WWTP
NC 0030317
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
21.00
0.000
9.44
0.0496
9.4896
45.2%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet Total Current
Station
Station
Firm Daily Flow**
Current
Tributary Flow Plus
(Name or
Permit
Capacity, * (Finn / 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): Rocky Mount WWTP
Downstream Permit Number: NC 0030317
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Brad Kerr. 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.
Signing Mltt.Kl S 9671—Ire Date
'e,
Title of Signing Official
Page 2 of 8
FTSE 10-23

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Sewer Project Narrative
For
Hunter Hill Town Homes
Hunter Hill Town Homes in Rocky Mount is a residential development that consists of
106 single family lots and 79 town homes and will be located on a 33.96 Ac. parcel. The
wastewater generated by this residential area was calculated using the daily flow of 225
gal day for town homes and 300 gal day for single family lots. The flow allocated per lot
is for 3 bedrooms in each town home and 4 in each single family and which totals a daily
flow for the project of 49,575 GPD. It will consist of 1000o residential flow. The sewer
system will be constructed of approximately 4,714 LF of 8-inch SDR-35 PVC and
gravity sewer line including 27 new manholes. The wastewater treatment plant facility
that will be handling this flow is the Rocky Mount WWTF (Permit # NC 0030317). The
permitted flow for the WWTF is 21.00 MGD and after the allocation of the Hunter Hill
Town Homes's flow the WWTF will be allocated ±45% of its total capacity.
NC Deer of i'r nvI �•o.3r,�ertal: ,
YuaItty
Raleigh�15gion . r Y.
M

October 31, 2023
Wastewater Branch
Water Quality Permitting Section
Division of Water Resources
1617 Mail Service Center
Raleigh, NC 27699-1617
NC Dept of Environmental Quality
Nov 1 2023
Raleigh Regional Office
Subject: Delegation of Signature Authority
TAR RIVER REGIONAL WWTP FAST TRACK APPLICATIONS AND FTSE
10-18 FORM
NPDES Permit Number NC30317
To Whom It May Concern:
By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all
permit applications, discharge monitoring reports, and other information relating to the operations at
the subject facility as required by all applicable federal, state, and local environmental agencies
specifically with the requirements for signatory authority as specified in 15A NCAC 213.0506.
Individual #1
Name:
Brad Kerr, Pe
Title:
Director Of Public Works
Mailing Address:
331 S Franklin St
Rocky Mount, Nc 27804-5712
Physical Address:
(iJdilferent)
Email Address:
[e-mail]
Office Phone:
252 - 972 - 1120
Mobile Phone:
252 - 343 - 3220
Individual #2 (if�app[icable)
Scott Miles, Pe
Assistant City Engineer
331 S Franklin St
Rocky Mount, Nc 27804-5712
Scott. [e-mail]
252 - 972 - 1122
252 - 343 - 3169
If you have any questions regarding this letter, please feel free to contact me at
[e-mail] or 252-972-1131.
Sincerely,
Keith qokers Jr
City M na
331 S Franklin
Rocky Mount, Nc 278 1 -
[e-mail]
252-972-1 131

cc: Raleigh Regional Office, Water Quality Permitting Section

From: Wild, Elaine
To: Kevin Varnell
Cc: Scott Miles; Brad Kerr; Mike Stocks
Subject: RE: [External] RE: Hunter Hill Town Homes —Additional Information Request
Date: Tuesday, December 19, 2023 6:52:00 AM
Attachments: imaae001.pna
Hello Kevin,
Hi Kevin,
Thank you for the updated topo map. We will be able to process the FTA for Hunter Hill Town
Homes without the receiving sewer and collection system permit numbers.
Thank you,
Elaine Wild
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(cDdeq.nc.gov
zoe:f RE Q_ ��
GgN�I� �11r�
Email correspondence to and from this address is svbjecd to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf (state.nc.us)
From: Kevin Varnell<[e-mail]>
Sent: Thursday, December 14, 2023 3:29 PM
To: Wild, Elaine <[e-mail]>
Cc: Scott Miles <[e-mail]>; Brad Kerr <[e-mail]>; Mike
Stocks <[e-mail]>
Subject: [External] RE: Hunter Hill Town Homes —Additional Information Request
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.
Elaine,
Attached is the USGS Map. I had thought this had been submitted but you may have not received it.
On the Downstream Sewer, it goes straight to the WWTP and we do not know the number. Can we

just edit that line to say WWTP?
Sincerely,
P, �e ea llavxQe
•
ENGINEERING
PO Box 1108 Phone: [phone]
Nashville, NC 27856
For I am convinced Mot neither death nor life, neither angels nor demons, neither the present nor the future, nor any
powers, neither height nor depth, nor anything else in all creation, will be able to separate us from the love of God
that is in Christ Jesus our Lord. Romans 8:38-39
From: Wild, Elaine <elaine.wildna deq.nc.gov>
Sent: Thursday, December 14, 2023 10:22 AM
To: Brad Kerr <brad.kerr(a rock)tmountnc.gov>; mstocks(cDstocksengineering.com
<mstocks(cDstocksengineering.com>
Cc: Scott Miles <[e-mail]>
Subject: RE: Hunter Hill Town Homes —Additional Information Request
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is
safe.
Hello Brad and Michael,
Thank you for submitting the updated USE form on December 6, 2023. Please see my additional
comments below in red.
Please provide the requested information by December 27, 2023, 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.
If you have any questions, please feel free to reach out to me.
Best Regards,
Elaine Wild
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality

919.791.4254 Office
elaine.wiIdRdeq. nc.gov
e:. x5- f D E Q�
dwrow�� m rnnrnnr.w pain �
Ernaii correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t rules.pdf (state.nc.us)
From: Wild, Elaine
Sent: Wednesday, November 8, 2023 11:29 AM
To: Brad Kerr <brad.kerr(cDrockymountnc.gov>; mstocks(cDstocksengineering.com
Cc: Scott Miles <scott.miles(cDrockymountnc.gov>
Subject: Hunter Hill Town Homes —Additional Information Request
Hello Brad and Michael,
After reviewing the Fast Track Sewer System Extension Application for Hunter Hill Town Homes,
additional information is required in order to further process the application. Please provide the
following information by December 8. 2023, 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. Please provide the receiving downstream sewer information permit number, WQOOxxxxx, and
the receiving collection system permit number, WQCSOOxxx. Otherwise, please specifiy that
the gravity lines for this project are connected directly to Rocky Mount's Tar River Regional
WWTP sewer line. —Still NEED
2. According to the USE 10-18 form Section I.d., Rocky Mount's Tar River Regional WWTP
currently has zero (0) MGD of paper flow and all previous paper flow is currently tributary.
Please confirm the "Estimated obligated flow not yet tributary to the WWTP" (Paper Flow) or
submit a corrected USE 10-18 once the "paper" flow is verified. — Submitted 12/6/23
3. 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. —Still
NEED
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.wild(@deq.nc.gov
Ernaii correspondence to and from this address is subject to the North
Carolina Public Records Law 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.