WQ0045224_Application (FTSE)_20240424

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DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number:"cc)c#�Z� I (to be completed by DWR)
.,, QIv1rar lle"tal
Qilality
All items must be completed or the application will be returned MAR
12 Z�Z4
I. APPLICANT INFORMATION:
1. Applicant's name: City of Sanford (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State. -County ® Municipal
3. Signature authority's name: Paul M. Weeks Jr., P.E. per 15A NCAC 02T .0106ibM
Title: Utilities and Engineering Director
4. Applicant's mailing address: 225 E Weathers oon St. P.O. Box 3729
City: Sanford State: NC Zip: 27331-3729
5. Applicant's contact information:
Phone number: (919) 777-1 122 Email Address- naul.weeks(a),sanfordnc.net
11. PROJECT INFORMATION:
1. Project name: Mare] Ii Phase I A
0_ft1C
El Privately -Owned Public Utility
❑ Other
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/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: Lee
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.46289' Longitude:-79.13485
5. Parcel ID (if applicable): 9652-85-8589-00 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Allison Stone, PE 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. stoneaa.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: 8 inch ® Gravity ; Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00047
Owner Name(s): City of Sanford
FORM: FTA 10-23 Pagel of 5

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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 ®NiA
2. If the Applicant is a Developer of lots to be sold, has a Devclo, cr's Opura[ionai Agrecrrrngni (FORM: DFV) been attached?
❑ Yes [:]No ON!A
3. If the Applicant is a Home/Property Owners' Association, has an IJOA.`P0 A {operational Agrecment;FORM: Ho.j4� 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 andlor Motels
❑ School / preschool / day care ❑ Medical / dental I veterinary facilities ❑ Swimming Pool'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (ScL! 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 .01 14(0? ❑ 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.0I14(f))
Daily Design Flow',h
No. of Units
Flow
Residential (4-bedroom)
300 gall
22
6,600 GPD
Residential (3-bedroom)
225 gal/
93
20,925 GPD
gal;'
GPD
gall
GPD
gal:'
GPD
gal?
GPD
Total
27,525 GPD
a See 15A NCAC 02T .01 14{bl, td1, te]l 11 all tell? t 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 .01 14(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: 27,525 GPD (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
5,646
PVC SDR-26
8
48
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 (Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: - Longitude: - I I
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 NCAt= 02T _0305(h)t 11:
❑ 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 3 of 5

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IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in I $A NCAC 02T .03Q5(f) & 1 g)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'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-1 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-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g). see Section X.I of this application
"15A NCAC 02T.0305 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 Class&ations wcbmo
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 ❑ NIA
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separatiog.reguirements 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 I SA NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coveragc,'authorization under a 404 Nationwi deh ndivi dual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit numberipermitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A LNCAC 02T_0105{cl(fr) )(additional permitslcertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(61, 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 l 0-23 Page 4 of 5

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X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the.1'ermitting of Pump lations
and Farce Mains f I e t versio!!), and the Gravity Sc.wcr Minimltm Dcsipn Criteria tlatest 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. Asproval of the request will be issued
concurrently with the approval of the permit, and proiects requiring a variance approval may be subject to longer
review times. For proiects 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:
I, 1 Ii soV ��[}(. , attest that this application for M_Wf,1 ` j e holL & I
(Professional Engineer's name from App ication Item 111.1.) (Project Name from Application Item If. I )
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,
Wnimum Design Criteria for Gravity. $ewers ( latest ver iorll, and the Minimum Design {'riteria for the Fast -Track Pcrmitttnl}
Of Pump Stations and Force Mains (latest vension). 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I Paul M. Weeks Jr. P.E. , attest that this application for
(Signature Authority Name from Application Item 1.3.)
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SEAL
053562
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Marelli Phase Ia
(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 arc 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:
Pa k, at,t s Y. P.f. 3/6/2024
BBC39Ea887844B9.
Signature: Date:
FORM: FTA 10-23 Page 5 of 5

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NCDepi oFEnv:rol,n,entnl Q State of North Carolina
tl'`bD partment of Environmental Quality
Division of Water Resources
MAR 12 2024
+WFlow Tracking for Sewer Extension Applications
Division of Water Resources Raleigh P�g;0�ice (FTSE 10-23)
Application Number: FT-375
Entity Requesting Allocation: Uty of 5antord
Project Name for which flow is being requested: Marelli Ph. I A
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
All flows are in MGD
c. WWTP facility permitted flow: 12.0000
d. Estimated obligated flow not yet tributary to the WWTP: 1.87726
e. WWTP facility's actual average flow: 4.02800
f. Total flow for this specific request: 0.02753
g. Total actual and obligated flows to the facility: 5.93278
h. Percent of permitted flow used: 49%
iI. Complete this section for each pump station you are responsible for alonp, the route of this proposed
List pump stations located between the project connection point and the WWTP.
(A)
(B)
(C)
(D)=($+C)
(F)=(A-D)
Pump
Pump
Firm
Design
Approx
Obligated,
Total Current
Available
Station
Station
Capacity'
Average
Current
Not Yet
Flow Plus
Capacit}
(Name or
Permit
Daily Flow'
Avg. Daily
Tributary
Obligated
Number)
Number
(Firrn'nt)
Flow,
Daily Flow,
Flow
MGD
MCD
MGD
MGD
MGD
MGD
Kelly Drive
11005
0.2880
0.1152
00360
0.0303
0.0663
0.0489
Little Buffalo
6.3648
2.5459
L3046
0.5737
1,8783
0,6676
x
#N?A
#N'A
#N A
#NIA
#N.-A
#N.'A
x
#N+A
#NlA
#N A
#WA
#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 5 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
III. Certification Statement
City of Sanford Collection System
WQCS00047
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 IT 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.
DccuSigned by;
Patin, h. k,t s Y, P.f. .
BBC39E868784489
Signing Official Signature
Utilities & Engineering Director
Title of Signing Official
03'06;`24
Date
Page 2 of 6 PTSE 90-23

1 . V, ;R"SEX sting Pump Station
_Connect.to Existin
1 i II r1.
_Sanitary: Sewer �+
� _irk � �r•7. � ,
YAl
\�o� Conne`t t, Existing
,�. Sanitary Sewer. .
BUS
"k 421
70
�• 1. t,1s
yp
Legend
Proposed Sanitary Sewer Phase 1A
Existing Force Main
Existing Sanitary Sewer
Existing Pump Station
Phase 1 A
Phase 1
JPhase 2
0 1,000 2,000
Streams & Creeks Feet
MARELLI PHASE 1A
Inset Map
0 500 1,000
Feet
N13"', M I
.le
Connect to
Existing
!17411111117 VIIIIIII■
AERIAL MAP
SANFORD, LEE COUNTY, NC
TIMMONS GROUP
YOUR 115101+ I-EVED THROUGH OURS.

TJ
-� •� r Olhams;�
0
O``�e _ J ! • • _ •
Existing! =6 Station
`•-► ;� 1 r�i Tr ruit(tutf Connect to Existing Ir
�y A Sanitary Sewer
See Inset Map011
Sllp�
` � \ $
y• • • r
,,' Sdstatin -_•\4 y J _ 1 •
7t • -1 tS,1, .•. 1 ,��fj /{g=�s�c� ram- a • •nN
.
o —Connect to Existing; e , � Fish ,.
:•� 3'• Sanitary Sewer `o!C
• J Q� ,tea
� BUS `�� .� - `'ti• - •Ice
. • 4 • r. /
421
• •� W - 1
• , ��• ••• • • 1 WE$ b • _ ' •aC!
. 4h ` ate'` .r •.
• �r ''y1 1 •' Inset MapN
r
Legend �
Proposed Sanitary Sewer Phase 1A
--------• Existing Force Main •
Existing Sanitary Sewer T- Connect toy
•' �� Existing
Existing Pump Station
Q Phase 1 A
Phase 1 ''� � '~'~• - ' � � •.• o
Al
J Phase 2 0 1,000 2,000 0 500 1,000 ,
Streams & Creeks Feet Feet pphis 20 Society,
National
hic iety, i-cubed M
MARELLI PHASE 1A ••..
USGS TOPO MAP 00
TIMMONS GROUP
SANFORD, LEE COUNTY, NC YOUR
VISION
AOHIEVED T1111OUGH DURS

SCALE 1:24 000
1 0.5 0 KILOMETERS 1
1000 500 0 METERS 1000
1 0.5 0
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000
FEET
CONTOUR INTERVAL 10 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Pro&rt Stancard.
2
2000
i
9000 10000
NOqgTT H
CAR 4LINA
QUADRANGLE LOCATION
1 Goldston
1
2
3
2 Colon
3 Moncure
4
5
4 White Hill
5 Broadway
6 Vass
6
7
8
7 Murchisonto%
8 Olivia

0000* •
� 0 NcDePt ° T I M M O N S GROUP Env'r°r'' `°"raI
Qu'tlrt3
YOUR VISION ACHIEVED THROUGH OURS. 22 A
TRANSMITTAL
�j�� �'Eg��n�l
RA N S M ITTA L i -. olrioa
TO: NCDEQ DWR - Raleigh Regional Office Date: 3/11/2024 Job #: 47530
3800 Barrett Drive Project: Marelli
Ralei-gh, NC 27609 Reference:
Copies Sent To:
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application (Incl. Flow Acceptance Form/
Certification Statement
1
2
Check for $600
1
1
3
Project Narrative
1
4
USGS ma
1
5
Vicinity Ma
0
6
No Environmental Permitting required of this project no 401/404
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Please process this submittal for sewer extension review. Feel free to contact me with any
questions at [phone] or sondra.ianssen(@timmons.com
Thank you,
Sondra Janssen
Project Manager
Timmons Group
5410 Trinity Rd, Suite 102
Raleigh, NC 27607

•�0000
e
Y' MISM a N SD G R O U PNC Deptol'Env:rorj)iental QuTHROUGH OURS.,,ility
YOUR V
PROJECT ENGINEERS' REPORT
Project Name: Marelli Phase 1A
Location: Sanford, Lee County, NC
PIN: 9652-85-8480
Owners: GHD-Marelli LLC
1330 Sunday Drive, Suite 105
Raleigh, NC 27607
Developer: Greenhawk Corporation
1330 Sunday Drive, Suite 105
Raleigh, NC 27607
Consultant: Timmons Group
Allison Stone, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIP'TYON AND NARRATIVE:
LIAR 12 2024
Ralcih i'e�etial £'Nice
SEAL
053562
i -5'�NGINE��'
Id
The proposed development is located North of the intersection of Broadway Road/NC42 (SR 1579) and
Rosser Road in Sanford, NC. The project proposes the construction of 247 Single -Family lots for entire
build out however this first Phase 1A has 115 units being permitted_ The project is anticipated to generate
the following wastewater flows:
22 (4-BEDROOM) UNITS AT 75 GPD = 6,600 GPD
93 (3-BEDROOM) UNITS AT 75 GPD = 20,925 GPD
TOTAL= 27,525 GPD
The proposed gravity sanitary sewer system will consist of approximately 48 LF of 8" Ductile Iron and
5,646 LF of 8" SDR-26 PVC.
The new gravity sanitary sewer system will be owned, operated, and maintained by the City of Sanford,
NC.
No environmental permitting is required for Phase 1, thus no copies of 401/404.

[External] RE: Marelli Phase 1A_Additional Information Request
Clay Oliver <[e-mail]>
Wed 4/24/2024 2:54 PM
To:Pasha, Tanvir <[e-mail]>
Cc:Allison Stone <[e-mail]>;[e-mail] < [e-mail]>; Dexter Howell
<[e-mail]>;Jim Chandler <[e-mail]>
2 attachments (4 MB)
47530 Marelli USGS Topo FTA.pdf, 47530 Marelli Aerial FTA.pdf;
You 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.
Good afternoon, Tanvir. I have attached the requested revised US Topo Map and an aerial map for Marelli Phase
1A. Also, this is not an ARPA funded project.. Please let us know if you have any questions or need anything else.
Best regards,
Clay
Clay D. Oliver, PE
Project Manager
TIMMONS GROUP I http://www.timmons.com
5410 Trinity Rd., Suite 102 1 Raleigh, NC 27607
Office: 984.222.1613 1 Fax: [phone]
Mobile: [phone] [e-mail]
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From: Allison Stone <[e-mail]>
Sent: Tuesday, April 23, 2024 2:23 PM
To: Clay Oliver <[e-mail]>
Subject: FW: Marelli Phase 1A_Additional Information Request
Can you help me with this map please?
Thanks,
Allison Stone, PE
Project Engineer ///
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd. Suite 102 1 Raleigh, NC 27607
Office: 919.866.4518 1 Fax: [phone]
[e-mail]
Your Vision Achieved Through Ours
To send me files greater than 20MB click here.

From: Pasha, Tanvir <tanvir.pasha deq.nc.gov>
Sent: Friday, April 19, 2024 1:59 PM
To: Paul Weeks <paul.weeks(@sanfordnc.net>; Allison Stone <[e-mail]>
Subject: Marelli Phase IA —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 Paul and Allison,
After reviewing the Fast Track Sewer System Extension Application for Marelli Phase 1A,
additional information is required in order to further process the application. Please provide the
following information by May 18, 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 soplease include the DWI assigned ARPA project number in
your response.
Your current maps do not indicate sewer lines direction and Phase 1A clearly. In addition, it is too small to
see all the details and difficult to decide on the 401/404 certification for Phase 1A. 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 has 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 (he/him)
Environmental Engineer
Division of Water Resources — Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
E
NORTH CAROLINA
Department of Environmental Duality
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