WQ0043776_Application (FTSE)_20221109

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NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
NOV 9 2OZ2 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dirlslon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
n,roW R jai onal Office
Application Number: Wd004377 (to be completed by DWR)
MoD
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. 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 Weeks per 15A NCAC 02T .0106(b)
Title: City Engineer
4. Applicant's mailing address. 225 E Weathersaoon Street
City: Sanford State: NC Zip: 27330-
5. Applicant's contact information:
Phone number: (919) 777- 1119 Email Address: [e-mail]
II. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Pine Reserve Apartments - ft, 61-1 L
2. Application/Project status' ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ0043776 and issued date: 122012Q22
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: 35.457891 Longitude:-79.218235
5. Parcel ID (if applicable): 9632-52-0276-00 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Bill Keaton License Number: 045626
Firm: Timmons Groun
Mailing address: 5410 Trinity Road, STE. 102
City: Raleigh State: NC Zip: 27607-
Phone number: [phone] Email Address: bill.keaton(d),timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo Wastewater Treatment Plant Permit Number: NCO0204147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ 11042
2. Downstream (Receiving) Sewer Information: 12 inch ® Gravity 7 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00047
Owner Name(s): City of Sanford
FORM: FTA 06-21 Page] 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 ®NA
2. If the Applicant is a Developer of lots to be sold, has a Qm.-cloper's Operational Agreement (FORK DEV} been attached?
❑Yes El No ®NA
3. If the Applicant is a Home/Property Owners' Association, has an 110A. POA Operational grs mntit (FORM: I IOAI and
supplementary documentation as required by 15A NCAC 02T.01 15(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 preparationiservice ❑ Hotel andlor Motels
❑ School / preschool! day care ❑ Medical 1 dental ! veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
® Businesses 1 offices I factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : °-o Domestic °o Commercial AN Industrial (See I SA NCAC 02T 0103(201')
If Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC02T _01 14(t ? ❑ Yes ❑ No
7 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',b
No. of Units
Flow
gal/
GPD
gall
GPD
gall
GPD
gal/
GPD
gall'
GPD
gala
GPD
Total
GPD
a See ISA NCAC 02T .0114(bk (d3. fegi ) wid (i;1{!1 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_. 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: 0 GPD (per I SA NCAC 02T .0l 14)
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

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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
448
PVC
12
144
PVC
;e Section 11 & 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
VII1. 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: -
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)(I 1:
❑ Standby power source or ❑ Standby pump
> Must have automatic activation and telemetry - I SA 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 06-21 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 SA NCAC 02T .0305t f} &_(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-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
7 If noncompliance with 02T.0305(fl or (g), see Section X.l of this application
*I 5A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f1 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 webpgge
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [:]No ❑ N.-'A
If no, please refer to I SA 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 1 SA NCAC 02B .0200? ❑ Yes ❑ No
7 This includes Trout Buffered Streams per 15A NCAC 213_0202
5. Does the project require coverage/authorization under a 404 Nationwide 'individuaI permits ❑ Yes ®No
or 401 Water Quality Certifications?
Please provide the permit numberipermitting status in the cover letter if coveragelauthorization is required.
6. Does project comply with 15A NCAC 02T_0105(c 6) (additional permits/certifications)? ® Yes ❑ No
Per I. A_..``aI~'AC 02T.0105(c)161, 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

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X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design CriteriajQr She Perrnittii1g ef' Puntp tatiolts
and Force Mains {latest vcrsion)_ and the Gravity Sewer Minimum Design Criteria Ilatest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the VariancelAlternative 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 protects requiring a_ variance approval may be subject to longer
review times. For protects 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:
attest that this application for iAg ZX111,e A�-1�1_5rxlelll_
(Professionat Engineer's name from Application Item III. t.) (Project Name from Application ItemI1.1)
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. 1 further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum DesigH Criteria for Gravity Sewers I latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of PumR 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 S 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 .Oi06(b):
Paul M. weeks Jr. P.E.
I, , attest that this application for
(Signature Authority Name from Application Item 1.3.)
J I I
0 9SEAL
045626
Pine Reserve Apartments
(Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE R 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:
Piro(, k, UPI as Y. P.f. 11/7/2022
BBC39E6887844B9,
Signature: _ Date:
FORM: FTA 06-21 Page 5 of 5

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11C Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
Nov 9 zozz Division of Water Resources
WR - Raleigh Regi0FIl Tracking for Sewer Extension Applications
Dlvlslon of Water Resources (FTSE 10-18)
Application Number: FT-339
Entity Requesting Allocation: City of Sanford
Project Name for which flow is being requested: Pine Reserve Offsite Improvements (MOD)
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all puntp
stations along lire route of the proposed wastewater flo►v.
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:
1.8934
e.
WWTP facility's actual average flow:
4.1390
f.
Total flow for this specific request:
0.00000
g.
Total actual and obligated flows to the facility:
6.0324
h.
Percent of permitted flow used:
50%
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
iris nn
Flow,
Dailv Flom,
Floe
MGD
MGD
NIGD
NIGD
MGD
NIGD
#N A
#N A
#N A
#N+A
#N'A
#N+'A
#NrA
#N,A
#N A
#N A
#NrA
#N A
#NrA
#Nr'A
#N.-'A
#N A
#N A
#N'A
#N A
#Nr'A
#NrA
WA
#N A
*N.A
#NrA
#N:A
#NfA
#NrA
#NrA
#N A
#N A
#N'A
#N'A
#NfA
#NrA
#N.-A
#N A
#N A
#NrA
#NrA
#NrA
#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 M'M'TP where the Available Capacity is 5 0.
Downstream Facility Name (Sewer)
Downstream Permit Number:
City of Sanford Collection System
WQCS00047
Page 1 of 6 FTSE 10-1 B

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1 11. Certification Statement
1, Paul Weeks, Jr. 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 If 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.
EpdOCn$. fined by_
(, At. i�t,�,�s Y. p.t.
EN67844B9
Signing Official Signature
Utilities & Engineering Director
Title or Signing Official
11107122
Date
Page 2 of 6 FTSE 10-18

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• • • ••1*
NOV 9 2022
5410 Trinity Road P 919.866.4951
T I M M O N S G R O Neigh Regional; O� 102 F 919.859.5663
YOUR VISION ACHIEVED THROUGH OURS 0aieigh, NC 27607 www.timnwns.com
Fast Track Sewer Extension Application — Pine Reserve Offsite Sewer Upgrades Modification (WQ0043776)
Narrative
Previously, Timmons Group submitted an application for 10 lengths of 8" sewer upgrades equating to approximately
1,474 FT. Upon further investigation, it was found that the last 4 lengths of sewer (pipes 1, 2, 3, and 4) were actually
12" and therefore did not need to be upgraded. The pipe directly upstream of the existing 12" sewer (pipe 5) will now
be 12" to increase the flow capacity. Pipe 6 and existing ariel crossing (pipe 7) will no longer be upgraded. Pipes 8
and 10 will be replaced as 8" pipe as per the previous submittal.
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

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TIMMONS GROUP
5410 Trinity Road P 919-866.4951
Suite 102 F 919,859.5663
YOUR VISION ACHIEVED THROUGH OURS. NC D0*aWAWental Qua IitynNwAtimmons.com
11 /01 /2022
State of North Carolina Department of Environmental Quality
Raleigh Regional Office Land Quality Section NOV 9
3800 Barrett Drive
Raleigh, NC 27609 Raleigh Regional Office
Fast Track Sewer Extension Application — Pine Reserve Offsite Sewer Upgrades Modification (WQ0043776)
To Whom It May Concern:
Timmons Group is pleased to resubmit the following Fast Track Sewer Extension Application on behalf of the Town
of Sanford. This review is for the replacement of 8-inch sewer. This project includes the replacement of 4 lengths of
sewer equating to approximately 446 FT of 8" sewer,144 FT of 12" sewer, and 2 manholes with the addition of 1 new
doghouse manhole. The planned limits of disturbance are approximately 0.32 acres.
The sewer upgrades are in support of the Pine Reserve Apartments, Pine Reserve has an onsite pump station that is
designed to discharge 110 GPM. Flow monitoring was done on the existing sewer and the total peak flow was
measured at 250 GPM.
We look forward to hearing from you regarding this review. If you have any questions or need any additional
information, please don't hesitate to contact me at 704.790.2914 or blll.keatonra`�,timmons.com at your convenience.
Sincerely,
Bill Keaton, PE
Senior Project Manager
704.790.2914
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

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