WQ0044950_Application (FTSE)_20240624

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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DNIslon of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number:V4000 if*00 MOD(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
l. Applicant's name: City of Sanford(company,municipality,HOA,utility,etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑Other
3. Signature authority's name: Paul M. Weeks Jr.,P.E. per 15A )s'AC 02T.0106Lb)
Title: Utilities and Engineering Director JUIV 4 2024
4. Applicant's mailing address: 225 E.Weathers000n St. P,O. Box 3729
City: Sanford State:NC Zip: 27331-3729
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name:Ashby Village Subdivision
2. Application/Project status: ❑ Proposed(New Permit) ® Existing Permit/Project
If a modification,provide the existing permit number:WQ0044950 and issued date: January 22,2024,
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number: WQ00
3. County where project is located: Lee
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.450643 Longitude:-79.126535"
5. Parcel ID(if applicable): 9661-28-0538-00(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Allison Stone License Number: 053562
Firm: Timmons Groun
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: allison.stonena timmons.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Big Buffalo Wastewater Treatment Plant Permit Number: NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ unknown
2. Downstream (Receiving)Sewer Information: 12 inch ® Gravity Ll Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS0047
Owner Name(s):City_of Sanford
FORM: FTA 10-23 Page ] of 5

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Vl. GENERAL REQUIREMENTS
I. 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 Revd is Operational Agreement I FORM: DEV)been attached?
❑ Yes ❑No ® N/A
3. If the Applicant is a Home/Property Owners'Association,has an IIOAiPOA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
❑ Yes ❑No ®NiA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores,centers,malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation-'service ❑ Hotel and/or Motels
❑ School/preschool/day care ❑ Medical/dental/veterinary facilities ❑ Swimming PoollClubhouse
❑ 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 I SA NCAC 02T.0103(20))
1f 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"I No.of Units Flow
Residential Single-Family(4-bedroom) 300 gal/day 3 900 GPD
gal/day GPD
gal/ GPD
gal/ GPD
gall GPD
gal/ GPD
Total 900 GPD
a See I SA NCAC 02T .01141b1.Id1.tel( I and(e)(21 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.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: 900 GAD(per 15A NCAC 02T.01 14 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

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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 12,887 SDR 26 PVC
8 419 DIP
12 240 DIP
12 1,260 SDR 26 PVC
➢ 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:
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.Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NC AC 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

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IX. SETBACKS& SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)& (k)? ® 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
'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 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) J 36 inches
➢ If noncompliance with 02T.0305(f)or(g).see Section X.I of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.0305(fl 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 webuas
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑N!A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes [:)No ❑N!A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear ❑ No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02 B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per I SA 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 021,0105(c)(6)(additional permits/certifications)? ® Yes ❑ No
Per I SA NCAC 02T.0 I 05(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

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X. CERTIFICATIONS:
1. Does the submitted system comply with ISA NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the(iravity 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 reauirine two or more variances or where the variance is determined b, t�vision to be a
significant portion of the project,the full technical review is reauired.
2. Professional Engineer's Certification:
r'
1, N l i 5M +OY)L ,attest that this application for /)M�/1 v 111 a 2 SA bd i,41 S)00
(Professional Engineer's name from Application Item III I ) (Project Nalne from Appli ation Item If.l)
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 versions,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 seat 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 NgACQ %V61)i,
�.
North Carolina Professional Engineer's seal,signature,and date: \ O� '
~ SEAL 9�
053562
'SON 9
3. Applicant's Certification per 15A NCAC 02T.0106(b): 1
Paul M. weeks Jr. P.E. Ashby village subdivision
I, ,attest that this application for
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.I)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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,
6ocuftned by:
��
f� al l., tNt as Y. �.�. 6/3/2024
Signature: o,,;.,;,�,,,,M�9___ Date:_
FORM: FTA 10-23 Page 5 of 5

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State of North Carolina
JUN -4 2024 Department of Environmental Quality
DW pr' Division of Water Resources
Flow Tracking for Sewer Extension Applications
nivicinn of Resourr— (FTSE 10-23)
Application Number: FT-379
Entity Requesting Allocation: City of Santord
Project Name for which flow is being requested: Ashby Village SD(MODIFIED)
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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit#: NCO024147
A11,/lows are in MGD
c. WWTP facility permitted flow: 12,0000
d. Estimated obligated flow not yet tributary to the WWTP: 1.93178
e. WWTP facility's actual average flow: 4.02800
f. Total flow for this specific request: 0.00090
g. Total actual and obligated flows to the facility: 5.96068
h. Percent of permitted flow used: 50%
11. Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP.
(A) (B) (C) (D)-(B+C) (E)=(A-D)
Pump Pump Firm Design Approx. Obligated, Total Current Available
Station Station Capacity' Average Current Not Yet Flow Plus Capacity'
(Name or Permit Daily Flow= Avg Daily Tributary Obligated
Number) Number (Firmtnt)_ Flow, Daily Flow, Flow
MGD MGD MGD MGD MGD MGD
Carr Creek #001 1.2816 0.5126 0.3658 0.1811 05468 -0.0342
Gasters Creek 4 029i 1.6116 1.0195 0.4718 1.4914 0.1203
x #N A #NIA #N A #N,A #MA #N-A
x #N A #N A #N,A W A #N-A #N-A
1.The Firm Capacity(design flow)of any pump station is defined as the maximum pumped now that
can be achieved with the largest pump taken out of service.
2.Design Average Flow is the firm capacity of the pump station divided by the peaking factor(pf)not
less than 2.5,per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
3.A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is 5 0.
Downstream Facility Name(Sewer): City of Sanford Collection System
Downstream Permit Number: WQCS00047
III. Certification Statement
1, Paul Weeks,Jr. PE, certify to the best of my knowledge that the addition of the volume of
Page 1 of 6 FTSE 10-23

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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 lI 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.
DocuSigned by:
k. ht. s Y. P.t,
E660784489 05/21/24
Signing Official Signature Date
Utilities & Engineering Director
Title of Signing Official
Page 2 of 6 FTSE 10-23

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
PROJECT MODIFICATION NARRATIVE
Project Name: Ashby Village Subdivision
Location: Sanford, Lee County, NC
PIN: 9661-19-7499-00
Owners: Ashby Village Holdings, LLC
5 Century Drive
Greenville, SC 29607 1U� 4
Developer: Contender Development
5 Century Dr, Suite 210
Greenville, SC 29607
Consultant: Timmons Group
Allison Stone, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
There will be a modification to existing permit WQ0044950 which was issued on January 22, 2024 for 176
single-family lots (4-bedroom) at 300 GIRD and 174 townhomes (3-bedroom) at 225 GPD for a total of
91,950 GPD. A factor of 75 GPD per bedroom was considered.
The existing permit WQ0044950 also allowed for approximately 13,429 LF of 8" SDR 26 PVC and 792 LF of
8" DIP gravity sanitary sewer to be owned, operated, and maintained by the City of Sanford, NC.
The modification is warranted due to three (3) additional single-family lots were added to the site plan
and the addition of 12" segments of pipe added.
The modification aims to factor in the addition of the following generated wastewater flows:
• 3 (4-BEDROOM) SINGLE FAMILY UNITS AT 300 GPD=900 GPD
The modification also requests to remove all previously permitted pipe quantities and replace with the
following:
• 12,887 LF of 8" SDR 26 PVC
• 419 LF 8" DIP
• 1,260 12"SDR 26 PVC
• 240 12" DIP
ROAD, 27607 • •

TIMMONS GROUP
YOUR VISION ACHIEVEO THROUGH OURS.
The new gravity sanitary sewer system will be owned, operated, and maintained by the City of Sanford,
NC.
401 &404 Approvals:
401 = DWR#20220602
404 =SAW-2021-00602
5410 TRINITY • ► . . •

Sondra Janssen
From: Simpson, Richard <[e-mail]>
Sent: Friday, April 12, 2024 7:31 AM
To: Sondra Janssen;Allison Stone
Cc: Simpson, Richard
Subject: Permit No.W000449SO Ashby Village Subdivision Fast Track Sewer Extension Permit
Sondra,
The existing permit does not have a 12" line thus a modification is needed to include it. Also you can
update the flow with the 75 GPD per bedroom which will decrease flow.
Respectfully,
Richard
From:Sondra Janssen<[e-mail]>
Sent: Wednesday, April 10, 2024 05:16 PM
To:Simpson, Richard<[e-mail]>;Allison Stone<[e-mail]>
Subject: [External] RE: Permit No. WQ0044950_Ashby Village Subdivision Fast Track Sewer Extension Permit
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.
Hi Richard!
This project has an existing 12"sewer main that runs through the middle of the site.
A portion of the existing 12" now needs to be rerouted slightly.
This permit(attached) is for the approval of 14,221 LF of 8" pipe—at the time we only had 8" pipe proposed.
Having rerouted a portion of the existing 12"we now have proposed 12" pipe, but the grand total between 8" and 12"
pipe is 14,806 LF-or 4%more total linear feet than originally approved.
Quantities are:
1,500 LF 12" pipe
13,306 LF 8" pipe
Is a modification warranted solely because of the proposed 12" pipe?
We are still within the 10%threshold of total LF permitted pipe.
Your feedback is very much valued.
Kind Regards,
Sondra Janssen
Project Manager
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 919.532.3237 1 Fax: [phone]
Mobile: [phone] sondra.ianssenWimrnons,com
Your Vision Achieved Through Ours

To send me files greater than 20MB click here
From: Simpson, Richard<richard,[e-mail]>
Sent: Monday,January 22, 2024 11:53 AM
To:Sondra Janssen <[e-mail]>;Allison Stone <[e-mail]>;
[e-mail]; [e-mail]
Cc: Simpson, Richard <[e-mail]>
Subject: Permit No. WQ0044950_Ashby Village Subdivision Fast Track Sewer Extension Permit
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.
Please see the link below for the Sewer Extension Fast-Track Permit for your records. Please note a hard copy will NOT
be mailed.
https://edocs.decl.nc.goy/WaterResources/DocView.aspx?id=3114819&db__id_-0_&___repo=WaterResources&searchid=aed3e
e81-be24-4923-b04b-388076293166
Please review and comply with all conditions in the permit.
ENGINEERING CERTIFICATIONS:
As noted in Section 11.7 of the Standard Conditions of the permit, an Engineering Certification and supporting
documentation shall be submitted upon completion of construction and prior to operation of this permitted
rp oiect. Any wastewater flow made tributary to the wastewater collection system extension prior to completion
and submittal of the Engineer's Certification and supporting documentation shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
Final Certifications must include plan and profile views of the sewer lines and force mains, pump station design
calculations, and other items noted in Part 11.7 of the permit for the entire permitted project, even if partial
certifications have been previously submitted.
FAILURE TO COMPLY
Section II. 10 of the permit notes failure to abide by the conditions and limitations contained in this permit; 15A
NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 and updated March 2008, as
applicable;the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains
adopted June 1, 2000 and updated March 2008 as applicable; and other supporting materials may subiect the
Permittee to an enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities, and or
referral of the North Carolina-licensed Professional Engineer to the licensing board. [15A NCAC 02T .0104; iSA
NCAC 02T .0108(b-c)]
PERMITS REQUIRED
You are reminded that a permit must be issued prior to construction or extension of a sewer system, and prior
to entering into a contract for the construction or extension of a sewer system, pursuant to N.C.G.S. 143-
215.1(a).
Please note that due to the high volume of applications that are submitted coupled with staffs other duties, it's
currently taking around 6-8 weeks to review applications and issue permits. Please plan accordingly. Sorry for the
delay.
2

Richard Simpson
Environmental Engineer
Division of Water Resources Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4239 Office
[e-mail]
Email correspondence to and tram 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 I tate..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.
3

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: Attn: Richard Simpson Date: 6/8/2023 Job #: 45609
NCDEQ DWR - Raleigh Regional Office Project: Ashby Village Subdivision
3800 Barrett Drive Reference:
Raleigh, NC 27609 Copies Sent To:
❑ ENCLOSED PLEASE FIND: n
0
❑ WE ARE SENDING UNDER SEPARATE COVER:
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COPIES DATE NUMBER DESCRIPTION 1°
s
1 1 Fast Track Sewer Modification Application (Incl. Flow
Acceptance Form/ Certification Statement
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1 2 Flow Tracking for Sewer Extension Applications N
1 3 Check for $600
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1 4 Project Narrative
1 5 Email Correspondence
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THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once. o a,
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COMMENTS: A modification to W00044950 is needed. See email correspondence included in packet for past vi
coordination with original permit reviewer/issuer. E
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Feel free to contact me with any questions at 919-532-3237 or sondra.lanssen(o-)_timmons.com 0
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Thank you, N
Sondra Janssen Ci
Project Manager 75
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SIGNED:
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