WQ0044948_Application (FTSE)_20231218

URBAN DESIGN PARTNERS
TRANSFORMING COMMUNITIES THROUGH COLLABORATIVE DESIGN®
Date: November 3, 2023
To: Raleigh Reginal Office
Water Quality Section
3800 Barret Drive
Raleigh, NC 27609
Re: Truelove Apartments
Project No: 22-RDU-032
SITE SUMMARY
Truelove Apartments project is a proposed multi -family development of 7.3 acres with 180 residential
apartment units and is located on the west side of Truelove St and East of NC 187, in the City of
Sanford, Lee County, North Carolina. Access to the site will be provided by internal development roads
with one connection to NC 87 through the existing Harbor Freight driveway and the other access off
from Truelove St. Public water will be provided to each lot by extending an existing public water main
which is located on the east side of the property. Private sewer will be provided by installation of a
gravity sewer which will discharge to a proposed pump station at the northwest corner of the site. A
proposed force main will connect the pump station to an existing gravity sewer manhole on the south
side on Crossroads Fords of Sanford's property, 210 feet south of the project site. Upon project
completion, the gravity sewer, pump station and force main will be owned and maintained by the
privately.
SYSTEM SUMMARY
The gravity sewer consists of approximately 880 LF of 8-inch SDR-35 PVC, 7 manholes, and services to 8
residential buildings. The application and calculations show an average daily flow of 45.35 GPM or 65,300
GPD. The gravity sewer feeds into a pump station located on the northwest corner of the site and consists
of a wet well, valve pit, emergency generator, control panel, area light and associated appurtenances.
The sewage will be discharged from the pump station through 943 LF of 4-inch diameter PVC force
main. The force main with run along the west and south property lines. The force main will then turn
south and run along the adjacent parking lot. The force main will connect to an existing manhole,
approximately 200 feet south of the property boundary. The calculations for the pump station, gravity
sewer, and force main are included in the submittal.
CCINCLUSICIN
The plans have been designed in accordance with statutory regulations and can be utilized for permit
approvals. Included in this submittal are the construction document plan set, pump station report, fast
track system sewer extension application, application fee, site map from the USGS Topographic Map
and an aerial of the project location, and the power reliability plan.
150 fayetteville street, suite 1310, raleigh, nc 27601 1 p: 919.275.5002 1 urbandesignpartners.com

Wilson, Susan A
From: Salman Moazzam <[e-mail]>
Sent: Tuesday, December 12, 2023 2:25 PM
To: Wilson, Susan A
Cc: Megan Hardesty
Subject: [External] RE: Fast Track Sewer Extension Application Truelove Apartments/Mission CC Sanford, LLC
WQ0044948
Attachments: 2023_11_20 Truelove Apartments -Fast Track Application rev1.pdf; Clubhouse sewer flow rate
allowance calcs.pdf; Filed Mission CCC Sanford Articles of Org..pdf, North Carolina Secretary of State
-LLC active report.pdf, 404 Permit Approval SAW-2023-00736.pdf, 401 Permit Approval 20230989
Ver 1-IC Approval Letter -Truelove Apartments.pdf, 2023_11_03 Truelove Apartments -Cover Letter
rev.pdf
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Good afternoon Susan,
Please see my responses to your questions in your email below. Attached are few documents to address
your questions.
Feel free to call/email me as needed.
Thanks
SALMAN MOAllAM, PE
principal
IIRRAN pECIrIU PARTMFR-r
TRANSFORMING COMMUNITIES THROUGH COLLABORATIVE DESIGN@
O: [phone]
C: [phone]
smoazzam@urbandesignr)artners.com
www.urbandesignpartners.com
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From: Wilson, Susan A <[e-mail]>
Sent: Friday, December 8, 2023 12:48 PM
To: Salman Moazzam <[e-mail]>
Cc: [e-mail]
Subject: Fast Track Sewer Extension Application Truelove Apartments/Mission CC Sanford, LLC WQ0044948
Hi Salman -

A few questions for you after an initial review of this project -
1. For Part 1.2., the applicant type should not be "individual" since the owner will be the LLC. That should be
Corporation (or general partnership?). Please provide documentation from the Secretary of State's website
confirming this is an active Corporation and that Jason McArthur has the legal authority to sign the application.
[SM] Revised application is attached for your reference. LLC's Articles of Organization document & its
active status is included for your use.
Regarding Part V.I. - do you folks or Sanford have the permit number for the downstream sewer? Also, please
make sure in the future you put in the collection system permit number for the receiving treatment facility. For
Sanford it is WQCS00047
[SM] Permit number has been added to the section V.1.
3. For Part V1.7. - could you describe the clubhouse? How did you arrive at 500 gal/bldg.? Will the clubhouse have
a gym/laundry facilities, etc.? You may need to revise that to comply with the minimum design flow criteria (and
we'll work with you on that, as it doesn't appear to completely fit into a category).
[SM] Attached is the worksheet for Clubhouse uses & flow rates for your reference. We have the flow rate at
500 GPD.
4. Also in Part V1.7. - will all the apartments be 3 BR? And that's how you arrived at the 360 gal/unit (sometimes
folks average bedroom units, so I just wanted to check).
[SM] We estimated 3BR average for the units.
S. On Part V111.3. - looks like you have an error in firm capacity (should be the total with one pump out of service).
On 5. - you listed 943 LF for the force main, which does not match the narrative (the narrative indicates 2730 LF,
so you may want to recheck that).
[SM] Firm Capacity has been updated on the application. Application has the correct force main
length. The narrative has been updated to match the application.
6. For Part IX.5. regarding 404/401 permit - please provide confirmation that an application has been received
(permit number or other documentation). Or documentation of PCN (an SAW# from the Corps). Mainly before
proceeding forward with the fast track permit, DWR needs confirmation that the 404/401 is proceeding.
[SM] 401 & 404 permits have been obtained for the site & they are included as an attachment with this
email for your reference.
That's all I have for right now. Thanks for the sewer flow diagram - most helpful.
Please provide the above information within 30 days. If additional information/corrected application is not received
within 30 days, your application will be returned, and you will need to resubmit along with the fee (ref. 15A NCAC
02T.0107(e)(2)].
Regards,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations - Raleigh Regional Office
NC Department of Environmental Quality
Office: 91 9-791-4240

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State of North Carolina
Y tiv1q,
Department of Environmental QualityDivision of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WQ0044948 (to be completed by DWR)
All items must be com pleted or the avUlication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Mission CC Sanford, LLC(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: C: S c L r per t5A NCAC 02T .0106(b)
Title: JW iU r 4 0414 ' J').1 rvl 6,-r
4. Applicant's mailing address: 5800 Old Pineville Road, Suite 201
City: Charlotte State: NC Zip: 28217-
5. Applicant's contact information:
Phone number: [phone] Email Address: iason a mission ro .com
II. PROJECT INFORMATION:
1. Project name: Truelove Apartments
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: 35.4474940 Longitude:-79.128299'
5. Parcel ID (if applicable): 9661-27-0694-00 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Salman Moazzam License Number: 0zo 116
Firm: P-0418
Mailing address: 150 Fayetteville Street, Suite 1310
City: Raleigh State: NC Zip: 27601-
Phone number: 919 275-5002 Email Address: 5moazzamOurbandesign artners.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: �f&]� t� Permit Number: NG 00 2• 4 I L 7
Owner Name: City of Sanford
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ__WQCS00047
2. Downstream (Receiving) Sewer Information: 8 inch M Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Page 1 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',b
No. of Units
Flow
Residential (Multifamily)
360 gal/unit
180
64,800 GPD
Clubhouse
500 gal/bldg
1
500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
65,300 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) 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. 42AA.
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0I 14 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 65,300 GPD (per 15A NCAC 02T .0114)
➢ 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 880 SDR-35 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Purno Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.4474940 Longitude:-79.1282990
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station 0.204 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): 145 gallons per minute (GPM) at 49.5 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
943
PVC C900
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 NCAC 02T .0305(h)(1):
® Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B);
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5