WQ0043002_Application (FTSE)_20211105

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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 06-21 & SUPPORTING DOCUMENTATION
Application Number:t4..)(10O'-0,401. (to be completed by DWR)
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 LI Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal 0 State/County ® Municipal ❑ Other
3. Signature authority's name: Paul Weeks, PE per 15A NCAC 02T .0106(b)
Title: City Engineer
4. Applicant's mailing address: 225 E. Weatherspoon Street. P.O. Box 3729
City: Sanford State: NC Zip: 27331-3729 NOV 0 5 2021
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Glen at Cool Sprints
2. Application/Project status: ® Proposed (New Permit)
NC Dept of Environmental Qualit),
Raleigh Regional Office
❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 — andtissued 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: 35.494259.2 Longitude: -79.230045'
5. Parcel ID (if applicable): 9633-04-2811-00 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Mike Zaccardo License Number: 022321
Firm: Timmons Group
Mailing address: 5410 Trinity Road, Ste. 102
City: Raleigh State: NC Zip: 27607
Phone number: [phone] Email Address: mike.zaccardo(aatimmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Big Buffalo WTP Permit Number: NC0024147
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ 17 100
2. Downstream (Receiving) Sewer Information: 8" inch
ID Gravity E Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00047
Owner Name(s): City of Sanford
FORM: FTA 06-21
Page 1 of 5

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Vl. 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 HomefProperty Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and '2.
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)
❑ Residential (Leased)
❑ School / preschool ! day care
❑ Food and drink facilities
O Businesses J offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical ! dental .. veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motel
❑ Swimming Pool/C1uiouse
❑ Swimming Pool/Filt ,Back h
❑ Other (Explain in Attc tmen
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(4)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes 0 No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes 0 No
If ves, 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
Residential
160 gal/day
13l
47,160 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
gall
GPD
Total
47,160 GPD
0
tto
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a See 15A NCAC 02T .01 14(b). (d). (e)( I) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 47.16Q GPD (per 15A NCAC 02T .0114)
P. Do not include future flows or previously permitted allocations
1f 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):
t . Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
6414
SDR-26
8"
1316
DIP
➢ Section II & Ill 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 2.0IC.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h),l):
❑ 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 1 5A 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 ,15A NCAC 02T Q30511) & (g)?
15A NCAC 02T.0305(() contains minimum separations that shall be provided for sewer systems:
®Yes ID No
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below (vertical) 18 inches
2Water 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 1 or
Class I1 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, HOW, 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
Any building foundation (horizontal)
Any basement (horizontal)
10 feet
f
5 feet
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
Drainage systems and interceptor drains
Any swimming pools
10 feet
5 feet
Final earth grade (vertical)
10 feet
36 inches
➢ If noncompliance with 02T.0305(f) 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: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per I5A 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 I5A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(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 I5A 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 permitter or its representative at least once every six -months and
inspections documented per I5A NCAC 02T.0403(aX5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-2 i Page 4 of 5

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X. CERTIFICATIONS:
1. Does the submitted system comply with I5A 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 protects 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 proiect, the full technical review is required.
2. Professional Engineer's Certification:
1, V • Z71‘4i4 , attest that this application for 64v-I �/40A4
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
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 143-215.6B, 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. 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 lit,.c;ttsiug bum d. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Paul M. weeks Jr. P.E.
I, , attest that this application for
(Signature Authority Name from Application Item 1.31
(Project Name from Application Item I1,1)
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 I43-215.6A and I43-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
by:
[DOCUS1Jfld
aul, At. (Puts ,Jr,p. f .
BBC39E888784469.
Date:
10/28/2021
FORM: FTA 06-21 Page 5 of 5

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DWR.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
Division of Water Resources (FTSE 10-18)
Application Number:
FT-334
A
Entity Requesting Allocation: City of Sanford
Project Name for which flow is being requested: Glen @ Cool Springs
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 #: NC0024147
All flows are in MGD
c. WWTP facility permitted flow: 12.0000
d. Estimated obligated flow not yet tributary to the WWTP: 1.1837
e. WWTP facility's actual average flow: 6.0970
f. Total flow for this specific request: 0.04716
g. Total actual and obligated flows to the facility: 7.3279
h. Percent of permitted flow used: 61%
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 Capacity`
(Name or Permit Daily Flow' Avg Daily Tnbutary Obligated
Number) Number tFI,ITi;,,ik, Flow. Daily Flow, Flow
MGD MGD MGD MGD MGD MGD
Patterson Creek #010 0 0083 0.1267 0.0619 0.0505 0.1124 0.0143
zBig_Buffalo #N A #NIA #NIA #NIA #NIA #NIA
x #N A itNIA #N/A #N1A #NIA #NIA
x #N A #NIA #NIA #N+A #N/A #NIA
x #N,A #NIA #NIA #N+A #NIA #NIA
x #NIA #NfA #NrA #N A #N'A #NIA
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): City of Sanford Collection System
Downstream Permit Number: WQCS00047
Page 1 of 13 FTSE 10-18

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III. Certification Statement
I, 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 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:
Path, At. wu, s
B8C39E686784489
Signing Official Signature
City Engineer
Title of Signing Official
10.28.21
Date
Page 2 of 6 FTSE 1 D-18

1.
TIMMONS GROUP d
V.
YOUR VISION ACHIEVED THROUGH OURS 3
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PROJECT ENGINEERS' REPORT yr =
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Project Name: Glen at Cool Springs
Location: Sanford, Lee County, NCv § 5f
PIN: 9633-04-2811-00 oA
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Owners: Forbes Forest Land Property MG MT, LLC ti l I l rg
1605 Valley Road
Sanford, NC 27330
Developer:
Consultant:
FFAC Brownstone IV, LLC
1106 Dominion Hill Dr.
Cary, NC 27519
Timmons Group
Mike Zaccardo, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
PROJECT DESCRIPTION AND NARRATIVE:
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The proposed development is located approximately 5510 LF from the intersection of Carbonton Road
(SR 1009) and Cool Springs Road (SR 1325) towards Highway 421 in Sanford NC. The project proposes the
construction of 131 single-family lots. The project is anticipated to generate the following wastewater
flows:
131 (3-BEDROOM) UNITS AT 360 GPD = 47,160 GPD
TOTAL = 47,160 GPD
The proposed gravity sanitary sewer system will consist of approximately 7,730 LF of 8" Ductile Iron and
8" SDR-26 PVC.
The new gravity sanitary sewer system will be owned, operated, and maintained by the City of Sanford,
NC.
5410 TRINITY ROAD SUITE 102 • RALEIGH NC 27607 • PHONE [phone] FAX [phone]• WWW.T1MM11�
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TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
TRANSMITTAL
TO: NCDEQ DWR - Raleigh Regional Office Date: 11/05/2021 Job #: 46018
3800 Barrett Drive
Raleigh, NC 27609
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
Project: Glen at Cool Springs
Reference:
Copies Sent To:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Application (FTA)
1
2
Flow Tracking for Sewer Extension (FTSE)
1
3
Check for $480
1
4
Project Engineer's Report
1
5
USGS map
1
6
Vicinity Map
1
7
Set of plans
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once
COMMENTS:
Feel free to contact me with any questions at 919-859-5663 or sean.hein(a7timmons.com
Thank you,
Sean Hein
Project Manager
5410 Trinity Road, Suite 112 • Raleigh, NC 27607
FAX [phone]
TEL [phone]
Infrastructure Technology
Site Development i Residential
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