WQ0042276_Application (FTSE)_20240430

NC Department of Environmental Quality
State of North Carolina
FEB 13 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
WQ0042276 MOD
Application Number: (to be completed by DwR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. 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.,PE per 15A NCAC 02T.0106(b)
Title:UTILITIES AND ENGINEERING DIRECTOR
4. Applicant's mailing address:P O BOX 3729
City: SANFORD State:NC Zip:27331-
5. Applicant's contact information:
Phone number: [phone] Email Address:PAUL.WEEKSkSANFORDNC.NET
II. PROJECT INFORMATION:
1. Project name:Laurel Oaks Phase 1
2. Application/Project status: ❑Proposed(New Permit) ® Existing Permit/Project
If a modification,provide the existing permit number:WQ0042276 and issued date: 3/16/2022,
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:LEE
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.4207' Longitude:-79.1319'
5. Parcel ID(if applicable): 9660-15-0255-00,9650-97-7167-00,9660-07-7558-00,9660-18-6263-00,9660-17-4596-00,9650-
96-8137-00,9660-18-5664-00,9660-16-4708-00,9660-26-2753-00 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:JASON M. SMITH,PE License Number: 034070
Firm:J M SMITH ENGINEERING,LLC
Mailing address:P O BOX 331
City: CORNELIA State: GA Zip: 30531-
Phone number: [phone] Email Address:JMSMITH(&JMSMITHENGINEERING.COM
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:Big Buffalo Wastwater Reclamation Facility Permit Number:NCO024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s).W10#040#0#2. Downstream(Receiving)Sewer Information: 12 inch ® Gravity ElForce Main /"n
CLd.&
3. System Wide Collection System Permit Number(s)(if applicable):WQCS(N/Al WQCS00047
Confirmed with Jason on Apr 30, 2024
FORM: FTA 10-23 Page 1 of 5

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Owner Name(s): CITY OF SANFORD
FORM: FTA 10-23 Page 2 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
[:]Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(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
SF RESIDENTIAL TH—3 BR 225 gal/Unit 112 25,200 GPD
SF RES HOMES-3 BR 225 gal/Units 78 17,750 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 42,750 GPD
a See 15A NCAC 02T .0114(b)(d), (e (1) and(e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A 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:42,750 GPD(per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 10-23 Page 3 of 5

DocuSign Envelope ID. 15B8151E-BD16-46EA-9EE7-16763422COF6
VI I. GRAVITY SEWER DESIGN CRITERIA(If Applicable)- 021 .0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8" 8,664 PVC
8" 123 DIP
12" 2,691 PVC
12" 1,728 DIP
➢ Section If & 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
VI[I. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& 11DC(Pump Stationsr'Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees): Latitude: Longitude:-
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen []Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T j0305Ihk I t:
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(13):
➢ 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 4 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(_f &(g,)? ®Yes ❑No
15A NCAC 02T.0305 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: ®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 5 of 5

DocuSign Envelope ID: 15B8151E-BD16-46EA-9EE7-16763422COF6
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:
1, Jason M Smith, PE attest that this application for Laurel Oaks Phase 1
(Professional Engineer's name from Application Item III.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 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)
.......................................................... ........ ..........
North Carolina Professional Engineer's seal,signature,and date:
�f
340TO r
3. Applicant's Certification per 15A NCAC 02T.0106(b):
Paul M. Weeks Jr. P.E. Laurel oal<s Phase 1
I, ,attest that this application for
(Signature Authority Name from Application Item L3.) (Project Name from Application Item II.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.
DocuSigned by::'11 /�
�aU h. N ,ukS r. r .-E. 1/30/2024
BBC39E6667844B9...
Signature: Date:
FORM: FTA 10-23 Page 6 of 5

DocuSign Envelope ID: BD2A9F46-DCD8-47F6-8lC4-FC32BC39F852
State of North Carolina
Department of Environmental Quality
DWRDivision of Water Resources
It -i Flow Tracking for Sewer Extension Applications
Division of Water Resources (FTSE 10-23)
Application Number: FT-354
Entity Requesting Allocation: City of Santord
Project Name for which flow is being requested:Laurel Oaks,Ph. 1
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility name: Big Buffalo Wastewater Treatment Plant
b. WWTP Facility Permit#: NCO024147
All flows are in MGD
c. WWTP facility permitted flow: 12.0000
d. Estimated obligated flow not yet tributary to the WWTP: 1.7196
e. WWTP facility's actual average flow: 4.0280
f. Total flow for this specific request: 0.04275
g. Total actual and obligated flows to the facility: 5.7904
h. Percent of permitted flow used: 48%
II. Complete this section for each pump station you are responsible for along the route of this proposed
List pump stations located between the project connection point and the WWTP.
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Pump Pump Firm Design Approx. Obligated, Total Current Available
Station Station Capacity' Average Current Not Yet Flow Plus Capacity3
(Name or Permit Daily FlowZ Avg.Daily Tributary Obligated
Number) Number (Firm/nfl_ Flow, Daily Flow, Flow
MGD MGD MGD MGD MGD MGD
Gasters Creek #002 4.0291 1.6116 1.0195 0.4672 1.4868 0.1249
#N/A #N/A #N/A #N/A #N/A #N/A #N/A
#N/A #N/A #N/A #N/A #N/A #N/A #N/A
#N/A #N/A #N/A #N/A #N/A #N/A #N/A
1.The Firm Capacity(design flow)of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
2.Design Average Flow is the firm capacity of the pump station divided by the peaking factor(pf)not
less than 2.5,per Section 2.02(A)(4)(c)of the Minimum Design Criteria.
3.A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is<_0.
Downstream Facility Name(Sewer): City of Sanford Collection System
Downstream Permit Number: WQCS00047
III. Certification Statement
I,Paul Weeks,Jr. PE, certify to the best of my knowledge that the addition of the volume of
Page 1 of 6 USE 10-23

DocuSign Envelope ID:BD2A9F46-DCD8-47F6-81C4-FC32BC39F852
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.
DocuSigned by:
k' wtus Y. P.-C.
BBC39E66678"B9...
01/30/24
Signing Official Signature Date
Utilities &Engineering Director
Title of Signing Official
Page 2 of 6 FTSE 10-23

LAUREL OAFS SUBDIVISION
PHASE 1 GRAVITY SEWER, WATER & SEWER OUTFALL
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e4Smith
ENGINEERING, LLC
January 24,2024
Laurel Oaks Phase 1 Proiect Narrative
This is a modification to WQ0042276 MOD for the Phase 1 for Laurel Oaks Development to correct
deficiencies discovered during the review and construction permitting of the project. Unit counts were
stated incorrectly as 79 previously and stated as 70 in the letter of approval, and the associated flows
were incorrect. As well, Phase 1 was always inclusive of both Townhomes and Lots and was
mistakenly stated otherwise in previous Modification. The subject site was permitted under 401/404
program USACE Action ID. No. SAW-2019-01553. Lastly, the City of Sanford is adopting the sewer
flows per Session law 2023-137.
This development proposes 112 three BR single family townhomes on and 78 Single Family
Residential homes are 3 bedroom on approximately 78 acres. The development is part of an approved
master plan that includes 622 total units. The Phase 1 gravity sewer system consists of 66 manholes
and totals 13,205 LF in pipe length. The material used will be 8"PVC pipe (8,664 LF), 12"PVC pipe
(2,691 LF), 8"DIP pipe (123 LF) and 12"DIP (1,728 LF).
The proposed project will meet all of DWR' s minimum design criteria for sanitary sewer extensions.
The design flow rate for this project is calculated at 42,750 GPD based on NCAC 2T Rules for
wastewater flow rates as revised per Session Law 2023-137—Changes to Wastewater Design Flow
Rates in 15A NCAC 02T .0114(b) and the anticipated flow from the aforementioned homes. The
proposed sanitary sewer line sizes are more than adequate to convey the design flow rates. Additional
future sewer services are proposed to be installed along the route but will not be placed into service
until lots are permitted by the City of Sanford and NCDEQ. Please find attached the following
information in support of the application:
• Fast Track Sewer System Extension Application(FTA 10 - 23)
• Flow Tracking/Acceptance Form for Sewer Extension Applications (FTSE 10 - 23)
• USGS Map
• Aerial Map
• Boundary Map
• $600 Check for payment of Application Fee provided with original submittal
Should you have any questions,please contact me at(678)267-3690 or jmsmith&jmsmithen ing eering com
Sincerely,
Jason M. Smith, P.E.
155 Clarkesville Street
Post Office Box 331
Cornelia,GA 30531
Main Line:706-894-2331
Cell:706-244-8180
Atlanta Area Phone:[phone]
Fax:[phone]
[e-mail]

6*eA,t avi W115on
TRANSMITTAL
LDP Transmittal LO-PH1-004
PDate: February 8th, 2024
•t,iiiL.?i
la�c�n �ra
1)a;rucc:c lic;,ch, 1 1. 1 l
1'1d.1715ow. /malook.corn
State of North Carolina
Department of Environmental Quality
Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
Office Phone:[phone]
TO Whom it may concern:
Please find enclosed the Laurel Oaks Subdivision- Phase 1—Sewer Application for Modified Permit located
in Sanford, Lee County, North Carolina.
Please let us know if you have any questions.
Item Job Name Job Number
Laurel Oaks Subdivision Phase 1 22-018
Date Description Quantity
02/08/24 Project Narrative 2 Copies
02/08/24 Fast Track Sewer System Extension Application (FTA 10-23) 2 Copies
Flow Tracking/Acceptance Fornm for Sewer Extension Applications
02/08/24 (FTSE 10-23) 2 Copies
02/08/24 USGS Map 2 Copies
02/08/24 Aerial Map 2 Copies
02/08/24 Boundary Map 2 Copies
02/08/24 $600 Check for payment of Application Fee 1 Check
Page i of 1

NC Dept of Env:rormentall Quality
SIG pspx Af Brtvirunu+r� ►' �� '
"4KN&T-
Mcigh Ro 009 Offico
Laurel Oaks Phl Project Narrative
This development proposes 79 three BR single family lots on 21.82 acres The development
�s part of an approved master plan that includes 622 total units The modified gravity
sewer system consists of 18 manholes and totals 4,553 LF in pipe length The material used
will be 8" PVC pipe (1744 LF), 10" PVC/DIP pipe (1 700 LF), and 12" DIP (',109 LF) This
design modifies permit number WQ0042276 per the attached map to include a new
gravity sanitary sewer route and exclude a previously permitted portion of the project
which included a lift station. The lots not included with this submittal but were part of the
referenced permit number will be re-permitted at a later date. The proposed project will
meet all of DWR' s minimum design criteria for sanitary sewer extensions. The design flow
rate for this project is calculated at 28,840 GPD based on NCAC 2T Rules for wastewater
flow rates and the anticipated flow from the 79 single family residential lots The proposed
sanitary sewer line sizes are more than adequate to convey the design flow rates.
Additional future sewer services are proposed to be installed along the route but will not
be placed into service until lots are permitted by the City of Sanford and NCDEQ
Please find attached the following information in support of the application:
Fast Track Sewer System Extension Application (FTA 04- 16)
Flow Tracking/Acceptance Form for Sewer Extension Applications ( FTSE 04- 16)
• Existing permit for Laurel oaks phase 1
• USGS Map
• Aerial Map
• Boundary Map
$480 Check for payment of Application Fee
If you have any questions regarding this request or if you require any additional
information, please feel free to contact me at

Pasha, Tanvir
From: Jason Via <via [e-mail]>
Sent: Tuesday, April 30, 2024 12:45 PM
To: Pasha, Tanvir
Cc: Jason M Smith, PE
Subject: [External] USGS (revA).pdf
Attachments: USGS (revA).pdf
IYou don't often get email from [e-mail]. Learn why this is important
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.
Tanvir,
Please see attached updated USGS map. Please let us know if this will suffice.
If there is anything more you need for the Application approval please let us know.
Thank you,
Jason Via
678-595-6945

Pasha, Tanvir
From: Jason Via <via [e-mail]>
Sent: Wednesday, April 24, 2024 5:04 PM
To: Jason Smith; Pasha, Tanvir
Subject: [External] RE: Laurel Oaks Phase 1_Additional Information Request
Attachments: FTSE_Laurel Oaks Ph. 1_Combined.pdf; OVERALL MAP ON AERIAL.pdf; project narrative
[conflicted].pdf; USGS.pdf;WQ0042276 MOD Laurel Oaks Ph 1 (Sanford).pdf,
BOUNDARY SEWER PERMIT - Phase 1 &outfall 12-17-23-COVER (2).pdf; FTA_Laurel
Oaks Ph 1_Combined.pdf
Follow Up Flag: Flag for follow up
Flag Status: Flagged
IYou don't often get email from [e-mail]. Learn why this is important
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.
Tanvir,
Please find the enclosed documents for Laurel Oaks Phase 1 Sewer permit as requested.
Please confirm receipt.
Thanks,
Jason Via
678-595-6945
From: Pasha,Tanvir<[e-mail]>
Sent:Tuesday, March 26, 2024 12:28 PM
To: Paul Weeks<[e-mail]>;Jason Smith <[e-mail]>
Subject: Laurel Oaks Phase 1_Additional Information Request
Hello Paul and Jason,
After reviewing the Fast Track Sewer System Extension Application for Laurel Oaks Phase 1, additional information is
required in order to further process the application. Please provide the following information by April 25,2024, 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. FTA section 11.4 coordinates are incorrect.
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3. FTA section V1.7 stated 78 SR RES HOMES- 313R; however, your narrative mentioned ".....between 3
and 4 bedrooms...". Additionally, design flow rate is calculated as 42,750 GPD; however is mentioned
as 45,675 GPD. Please provide correction on FTA section V1.7 and Vi.8, and in the narrative.
4. FTA sections IX.1, IX.4, and IX.5 need to be checked and additional information provided if needed.
Note:Any modification application is considered complete, and the previous permit is voided upon
issuance. The department thus requests applicants to submit appropriate documents and ensure proper
submission of the application.
5. USE sections I.f-h need correction. Please ensure that the values used are consistent with those
mentioned in section V1.7 of the FTA and in the narrative. The calculation should follow the instructions
from page 6 of the FTSE 10-23.
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,
A B M "Tanvir" Pasha, MS(he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
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3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D E
NORTH CAROLINA -
Department of Environmental Quality
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.
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