WQ0044948_Application (FTSE)_20231218 (2)

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
Follow Up Flag: Follow up
Flag Status: Flagged
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 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
IN OBSERVANCE OF THE HOLIDAYS, URBAN DESIGN PARTNERS WILL BE CLOSED 12/25 THROUGH 1/2
Information received from Urban Design Partners PLLC found within this communication is considered confidential and privileged to the
person or entity to which it was addressed. If you are not the intended original recipient of this message, you are notified that reading,
reproduction or distribution of any information found within this correspondence is strictly prohibited.
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

Email cnrmpara mwe to and fmrn !hir address ns :u4*ct to Pe Nafh
CaroCna Puhh'c Re wds Low avd may be drfa+ased to third partes
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.

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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T MOW) & (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 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
*I 5A NCAC 02T.0305(a) 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 Classifications wehM
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 15A NCAC 02B .0200? ® Yes [—]No
➢ This includes Trout Buffered Streams per 15A NCAC 213.0202
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.0I 05(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 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pumn Stations
and Force Mains latest version and the Graygy Sewer Minimum Design Criteria Iatest 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. Anproval of the request will be issued
concurrently with the approval of the permit and prolects requiring a variance a royal may be subject to Ionizer
review times. For ro'ects 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 Ce
rtification: (�
1, � +At�-��CN r , attest that this application for lAevE_�L AN"7T
(Professional Engineer's name ftm Application hcm I11.1.) (Project Name from Application Item I1.1)
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 DesigLi Criteria for GraviU Sewers latest version , and the Minimum Desigg Criteria for the Fast -'Track Permittin
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 $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)
�0, G A
North Carolina Professional Engineers seal, signature, and date: ��•►�1,,,,„,,,R(j R•i,'�
a�F�SS►v��y•.
�Q SEAL p
28116
4fA Al
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, i✓ strut ` jy' , attest that this application for
(Signature Authority Name from Application Item 1.3) (Proj"t Name from Applica on 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.
Signature: _ f%!A'M
Date: 1 113.12 1
FORM: FTA 06-21 Page 5 of 5

DocuSign Envelope ID- A1FtBEF6-BCA647E8-BEC2-250780C4A5DE
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
Dlvislon of Water Resources (FTSE 10-18)
Application Number: FT-360
Entity Requesting Allocation: City of Sanford
Project Name for which flow is being requested: Truelove Apt's
More than one FTSE ma), he required for a single project if the owner of the 1VWTP 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 (lie 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:
2.1949
e.
WWTP facility's actual average flow:
3.4800
f.
Total flow for this specific request:
0.06530
g.
Total actual and obligated flows to the facility:
5.7402
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+C1
(E)=(A-D)
Pump
Pump
Firm
Design
Approx.
Obligated.
TNA Current
A%atlable
Station
Station
Capacity
Average
Current
Nut Yet
Flow Plus
Capaci tv
(Name or
Permit
Daily Flow2
Avg. Daily
Tributary
Obligated
Number)
Number
IFirm-W)
Flow.
Daily Flow,
Flow
NIGD
NIGD
%IGD
NGD
NIGD
MCI)
Carr Creek
0001
1,1693
04677
0 1658
6.1204
0.4861
-0.0184
Gaster Creek
4.0291
1.6116
l 0195
T5675
1,5870
0.0246
zBtg Buffalo
MA
#N. A
#N: A
#N: A
x
9N+A
tiN.,A
#N.,A
#N:A
x
#N+A
#N.,A
#N.,A
#N: A
#N.,A uN-A
#N;A -NA
MA
1. The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that
can he 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)(e) 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
nN A
Page 1 of 6 FTSE 10-18

DocuSign Envelope ID. A1F1BEE6 8CA6-47E8-8EC2-250780C4A5DE
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 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.
EP
Oxu5lpnaC by
$A At.. uk.w Y. P.f.
66C39E686784489
Signing Official Signature
Utilities & Engineering Director
Title oj'Signing Official
10;`23123
Date
Page 2 of 6 FTSE 10-18

DocuSign Envelope ID. 2A9A124C-1ED64542-830345BE944CEB1A
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is k
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
24.7 % and 0.1204 MGD of the Available Capacity (E) in Pump Station
Carr Creek ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.01 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
An upgrade was made to the Carr Creek lift station (permit WQ0043908 Corrected),
bringing its capacity up to 890 gpd, per field testing performed after the upgrade was
completed. The estimated capacity submitted on the permit is 812 gpd.
A modified permit has been submitted to increase the permitted capacity to the 890 gpd.
The increased capacity of the lift station will cause the sewer flow, associated with
Truelove Apartments to be below the capacity of the lift station as shown below:
at 890 gpm the revised FTSE for Carr Creek Lift Station will be:
(A) (13) (C) (D) (E)
1,281 MGD 0.5126 MGD 0.3658 MGD 0.1204 MGD 0.4861 MGD 0.0868 MGD
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
CDocuSigned by: h. iJi�s Y. P.f.
66C39EM794409
Signing Off vial Signature
10/24/2023
Date
Page 3 of 6
FTSE 10-18

Truelove St Urban Design Partners
JOB NO.: 22-11DU-032 BY: UDP 555 Fayetteville Street, 3rd Floor
DATE: 12/12/23 P.M.: ssM Raleigh, NC 27601
REVISED: SEWER CAPACITY CALCULATIONS
SEWER FLOW FOR CLUBHOUSE
Wastewater Design Flow Rates are based off state standards 15A NCAC 02T .0114
Estimated Sewer Flow
Uses
# of Units
Sewer Flow Rate
(GPD) ((G 2.5
HR Day) Peak
Leasing Staff Office (800 sf) (25 gal/employee/shift) (1
3 employees/shift
25 gal/employee/shift
75
0.05
1
shift)
Fitness Room (700 sf) (50 gal/100 sf)
700 sf
50gal/1 00 sf
350
1
TOTAL-TOTALfj
425
0.29
2
Note:

O
C
N
3
(D
cn
r+
(D
N

CIIIII
is
O
1�
m o
oo D
x.o
h�
0
0
0 0�
���
r-r
CD
Z
C
C
C
cn
c
CD
� O
CD
N

Sanitary Sewer Capacity, Pump Station and
Force Main Desiqn Calculations
FOR
Truelove Apartments
Sanford, North Carolina
Date: February 28, 2023
Revised: July 21, 2023
URBAN
DESIGN
PARTNERS
NCBELS Firm #: P-2671
UDP Project No: 22-RDU-032
PREPARED BY:
URBAN DESIGN PARTNERS
150 Fayetteville Street, Suite 1310
Raleigh, NC 27601
CARJO �''%
Sl*d-.
2 Z 2
SEAL r'
028116
(P : �Q
" S -'FNG
k rAiiNatiM'``�.
07131 i2023

TABLE OF CONTENTS
1. Project Narrative
2. Location Map
3. Pump Station Design Flows
4. Wet Well Design Calculations
S. System Curve Calculations
6. Wet Well Buoyancy Calculations
7. Power Plan

1.
Project Narrative

Project Narrative
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.
Design Standards
The gravity sewer has been designed in accordance with the Minimum Design Criteria for the
Permitting of Gravity Sewers for the North Carolina Department of Environment and Natural
Resources Division of Water Quality (DWQ). The pump station and force main has been designed
in accordance with DWQ's Minimum Design Criteria for the Permitting of Pump Stations and
Force Mains.
Gravity Sewer
The gravity sewer consists of approximately 880 LF of 8-inch SDR-35 PVC, 7 manholes, and
services to 8 residential buildings. The Gravity Sewer Capacity Calculations show an average daily
flow of 45.35 GPM and a capacity of 145 GPM, which is more than the peak flow rate of 113.37
gpm. Detailed calculations are provided in Section 3 of this report.
Pump Station and Force Main
The pump station is located at the northwest corner of the project site and consists of a wet well,
valve pit, emergency generator, control panel, area light and associated appurtenances. The
average daily flow was calculated to be 45.35 GPM with a peak daily flow of 113.37 GPM, using
a peaking factor of 2.5. Detailed design flow information is provided in Section 4 and wet well
design calculations are provided in Section 5.
Sewage will be discharged from the pump station through 2,730 LF of 4-inch diameter PVC force
main. The force main will run south, along the east property line of the site and then south. It
will turn west, along the southern property line. The force main will then turn south and run
along the existing Car dealership's parking lot and connect to an existing manhole 210-feet off
from the project's southern boundary. Head loss calculations are provided in Section 6, system
curve calculations.

The pump station shall be equipped with two (2) Flygt — MP 3102 MT 3— 462, 5 HP submersible
grinder pumps with 182 mm impellers. Pump performance curves and specifications are
provided in Section 6.
Conclusion
The plans have been designed in accordance with statutory regulations and can be utilized for
permit approvals.

z.
Location Map

3.
Pump Station Design Flows

Project: Truelove Apts
Project Location: Sanford, Lee, NC
Project Number: 22-RDU-032
Project Data: Average Daily Flow & Peak Flow
Project Engineer: SSM
Date: 02113/23
Revision #1: User Input:
A. High Density (Single Family Residential)
Planned Residential Avg. Persons! Daily Flow per Design
Unitsi`i 160 Unit NIA Unit (gpolunil�" 360
Residential Average Daily Flow =
Estimated Population
NIA
64,800 gpd 45.00 gpm
B. Commercial Section
Planned Ame-ily Center 1 Avg. PersonV Dal y Flow tr;.n' SOU
Unit
Estimated Population NrA
Residential Average Daily Flow =
500 gpd
0.35 gpm
C. Peak Flow Summary
Residential Average Daily Flow =
65,300 gpd
Total Average Daily Flow =
65,300 gpd
45.35 gpm
Wastewater Volume -
8,730 cu. ft.
Peaking Factor (PF) =
2.5
Peak Daily Flow =
65,300 gpd
x 2.50
45 35 gpm
x 2.50
= 163,250 gpd
= 113.37 gpm 114 gpm
(1) The total ni. Tber ol'Planned Units' based on "Truelove Apts' development plans by Urban Design Partners, PLLC
(2) Daily Flow pe: Design Unit per Stale requirements 12T rules)
(3) Daily Flow ba&e4 on developer's input on use of amenity center
Truelove Apartments - Pump Station By: SSM
Urban Design Partners Date: 2/2712023

Wet Well Design Calculations

Project: Truelove Apts
Project Location: Sanford Lee, NC
Project Number: 22-RDU-032
Project Data: Design Flows and Pump Cycles
Project Engineer: SSM
Date: 0211123
Revision #1: User Input:
Wet Well Sizet'}
Unit Storage
Volume (2)
Active Storage
Depth
Active Storage
Volume(�1
Design Pump
Rate
Dia ft
al/ft
feet
al
m
8
441
3.00
423
140
(1) Calculations assume wet Weil cross-sectii:,al area rerrains �nstanl IhroLg'iuut alive storage depth
(2) Calculations assume area of active storage is above lop of Net suction.
Active Storage Volume
V=Tx%,x(1-(QdmrO))
V = Active Storage Volume Within Wet Well (gal)
Odd, = Design Daily Flow to Pump Station (gpm)
Q = Pumping Rate of a Single Pump (gpm)
T = Cycle Time at Design Daily Flow (min}
Minimum Allowable Cycle Time =
Optimal Cycle Time -
Maximum Alowable Cyc a Time =
= 423 ga-
= 45.35 gpm
= 140 gpm
= 13,80 min
7,50 min (Maximum 8 Cycles/Hour)
15.00 min (4 CyclesHour)
30.00 min (Minimum 2 Cycles/Hour)
Inflow
Pump Rate
Net Flow Out
Draw Down
Time
Re -fill Time
Cycle Time
Cycles Per
Hour
m
m
m
minutes
minutes
minutes
c cleslhr
1
140
139
3.04
423,01
426.05
0.1
15
140
125
3.38
28,20
31.58
1.9
30
140
110
3.85
14.10
17.95
3.3
40
140
100
4.23
10.58
14.81
4.1
45.35
140
95
4.47
9.33
13.80
4.3
50
140
90
4.70
8.46
13.16
4.6
60
140
80
5.29
7.05
12.34
4.9
70
140
70
6.04
6.04
12.09
5.0
80
140
60
7.05
5.29
12.34
4,9
90
140
50
8.46
4.70
13.16
4.6
100
140
40
10.58
4.23
14.81
4.1
114.00
140
26
16.27
3.71
19.98
3.0
120
140
20
21.15
3.53
24.68
2A
130
140
10
42.30
3.25
45,55
1.3
i39
140
1
423.01
3.04
426.05
0A
140+ gpm Lag Pump Starts
H dden take Phase 2 Pump Station By: AEF
ESP Associates, P A. Date: 2/27/2023

0
b
4
rn
O
O
W A 6n
O O O O p
Pumn Cvrlpc npr hrnu
a
T
CD
2
O
C
rt
T
c
3
mo
10
CD
as
rh
T
O
rh
y

Project: Truelove Apls
Project Location: Sanfcrd, Lee. NC
Project Number: 22 RDU 032
Project Data: Pump Controls
Project Engineer: SSM
Date: 02113!23
Revision #1: User Input:
Top of Wet Well Slab =
412.00 ft
(Finished Ground + 12")
Finished Ground =
411.00 ft
F.M Discharge Pipe Invert =
407.67 ft
(Finished Ground - 36"-FM pipe diameter)
Gravity Sewer Influent Invert =
405.25 ft
High Level Alarm -
396-25 ft
(Gravity Influent - 2')
Lag Pump On -
396.25 It
(High Water Alarm - 6")
Lead Pump On Y
394.75 ft
(Lag Pump On 6")
Top of Pump -
388.05It
(Pump Suction + 24 1M")
All Pumps Off -
391.75 ft
(Lead Pump On - Active Storage Depth)
Low Water Alarm =
388.75 ft
I&I Pumps Off • 6")
Pump Suction =
386.03 ft
(Floor of Wet Wek + 3 318")
Floor of Wet Well =
385.75 ft
(Low Water Alarm - Storage Depth)
Overall Depth =
26.25 ft
(Top of Slab - Floor of Wet Welt)
Hidden Lake Phase 2 Pump Station 8y AEF
ESP Associates P.A. Date: 2/2712023

5.
System Curve Calculations

Project: Truelove Apts
Project Location: Sanford, Lee, NC
Project Number: 22-RDL)-032
Project Data: Total Head Conditions
Project Engineer: SSM
Date: 02113/23
Revision #1:
Revision #2:
1. Static Head
A. Discharge Static Head - F„
Highest Force Main Elevation (Proposed) 418.73 It
Pump Suction Elevation = 386.03 It
h, = 32.70 It
2. Head Loss Due to Friction in Pipe (at Pump Operating Point
A. Total Length of Straight Pipe - L
Length of Discharge Pipe = 13 R (Length of pipe from wet well suction to by-pass connection)
Length of Prop. PVC F.M. = 0,930 It (Length of Pipe from Pump Station to Exist. Force Main Tie -In)
Length of Exist. PVC F.M. = 0,000 ft (Length of Exist 2' PVC Force Main to Discharge)
U. Head toss In rope - tf
User Input:
Nominal Pipe
Diameter
Pipe Material
Pressure Class
Inside Diametev
Velocity
Hazen Williams
Factor
pump Rate
inches
inches(ft/sec)
C
m
4
Ductile Iron
I PC 350
1 4.38
2.98
1 130
140
4
PVC C900
DR 18
1 4.22
3.21
1 140
140
4
PVC C900
DR 18
1 4.22
3.21
1 140
140
Discharge Pipe h = 0.12 ft
Proposed PVC Force Main h = 8.80 ft
Existing PVC Force Main h = 0.00 ft
hf = 8.92
Truelove Apartments Pump Station By SSM
Urban Design Partners Date: 2/2712023

Project: Truelove Apts
Project Location: Sanford, Lee, NC
Project Number: 22-RDU-032
Project Data: Total Head Conditions
Project Engineer: SSM
Date: 02113/23
Revision #1:
Revision ft2:
3. Head Loss Due to Friction in Fittings and Valves (at Pump Operating Point
User Input:
Fitting
Diameter
Fitting Type
Friction Loss
Coefficient
Velocity
Head Loss
Fitting Location
inches
e
K Factor)
(ftfsec)
(feet
4
Gate Valve
0.14
3.57
0.03
Pump Discharge
4
Reducer
1.00
3.57
0.20
Pump Discharge
4
90° Bend - Long Radius
0,27
3.57
0.05
wet well
4
Check Valve - Swing
0,90
3.57
0.18
Valve Vault
4
Plug Valve
0.31
3.57
0.06
Valve Vault
4
90° Bend - Standard
0.511
3.57
0.10
Valve Vault
4
Tee - Branch Flow
1.02
3.57
0.20
Valve Vault
4
Plug Valve
0.31
3.57
0.06
Pump Connection
4
90° Bend - Standard
0.51
3.57
0.10
Force Main (Horizontal)
4
90' Bend - Standard
0.51
3.57
0.10
Force Main (Horizontal)
4
45' Bend
0.27
3.57
0.05
Force Main (Horizontal)
4
45" Bend
0.27
3.57
0.05
Force Main (Horizontal)
4
45" Bend
0.27
3.57
0.05
Force Main (Horizontal)
4
45" Bend
0.27
3.57
0.05
Force Main Horizontal
Sub -Total Fy = 1.30 ft
Running Total h, = 1.30 ft
Truelove Apartments Pump Station By: SSM
Urban Design Partners Date: 2/27/2023

Project: Truelove Apts
Project Location: Sanford, Lee, NC
Project Number: 22-RDU-032
Project Data: System Curve
Project Engineer: SSM
Date: 02/13/23
Revision #1: 07/26/23 User Input:
Revision #2:
From Manufacturer
Pumping Rate
Velocity
Discharge
Static Head
Head Loss in
Pipe
Head Loss m
Fitt ngs
Head Loss at
Exit
Total Head
Pump curve (Head)
gpm
t sec(feet)
eet(feet)
(feet)
(feet)
(feet)
0
0.00
32.70
0.00
0.00
0.00
32.70
59.0
100
2.29
32.70
4.79
0.54
0.08
38.11
51.2
142
3.26
3270
9.16
1.08
0.16
43.11
48.4
160
3.67
32.70
11.42
137
021
45.70
46.0
200
4.S9
32.70
17.26
2.14
0.33
52.43
45.0
300
6.88
3270
36.54
4.82
0.74
74.80
39.8
400
9.18
32.70
62.22
8.58
1.31
104.81
35.0
500
11.47
32.70
94.02
13.40
2.04
142.17
30.2
600
13.76
32.70
131.74
19.30
2.94
186.68
24.5
700
16.06
32.70
17S.22
26.26
4.00
238.19
18.6
800
18.35
32.70
224.32
34.30
S.23
296.S5
12.8
900
20.64
32.70
278.93
43.41
6.62
361.66
7.5
Truelove Apartments Pump Station By: SSM
Urban Design Partners Date: 7/2612023

41 .1.
P, x.
3ff. w
FIRM
:A 70
SLX
Y
System Curve
urve - Flygt NV•3102MT3 462
82 mm Impeller
200 300 rW i00 600 700 M KO
pump.�g Rate SLOmi

6.
Wet Well Buoyancy Calculations

Project: Truelove Apls
Project Location: Sanford, Lee NC
Project Number: 22 RDU-032
Project Data: Pump Station Design Calculations - Buoyancy Calculations
Project Engineer: SSM
Date: 021 13123
Revision #1: User Input:
Revision #2:
Buoyancy Force
Counter Buoyancy Force
(Assume Total Soil Saturation)
(Assume Total Soil Saturation)
Net Unit Weight of Concrete =
88 Ibslcf
Volume of Water Displaced by Wet Well
Net Unit Weight of Soil =
38 Ibslcf
Net Unit Weight of Stone Ballast =
58 lbslcf
Top of Wet Well Slab -
412.00 ft
Finished Ground =
411.00 ft
Concrete Volume of Wet Well
Wet Well Floor _
385.75 ft
Top of Wet Well Slab =
412.00 It.
Finished Ground =
411.00 It
Wet Well Slab Thickness =
1.00 It
Wet Well Floor =
385.75 ft
Wet We!I Inside Diameter =
6.00 ft
Wet Well Wall Thickness =
0.58 ft
Wet Well Slab Thickness =
1.00 ft
Concrete Ballast Thickness =
0.00 It
Wet Welt Inside Diameter =
6.00 ft
Extended Base Diameter =
11.67 ft 2.25 ft
Wet Well Wall Thickness =
0.58 ft
Extended Base `hickness =
0.67 ft
Concrete Ballast Thickness =
0.00 ft
Extended Base Diameter =
11.67 ft
Volume Displaced by Slab =
0 cf
Extended Base Thickness =
0.67 ft
Volume Displaced by Well =
1019 cf
Volume Displaced by Ballast =
0 cf
Concrete Volume of Slab =
40 cf
Volume Displaced by Base =
71 cf
Concrete Volume of Walls =
305 cf
Total Volume Displaced =
1.090 cf
Concrete Volume of Ballast =
0 cf
Concrete Volume of Base =
71 cf
Buoyancy Force =
68,005 Ibs
Total Concrete Volume =
416 cf
Stone Ballast Volume on Base
He:ght of Ballast Above Base =
0.00 ft
Stone Ballast Area on Base -
67 sf
Stone Ballast Volume on Base =
0 cf
Soil Volume on Base
Fnished Ground =
411.00 ft
Wet Well Floor =
385.75 ft
Top of Extended Base =
385.75 ft
Soil Area on Base =
67 sf
Soil Volume on Base =
1681 cf
Counter Buoyancy Force = 99,657 Ibs
Safety Factor
Safety Factor (SF) - Counter Buoyancy Force/Buoyancy Force
SF = 1.47
Truelove Apartments Pump Station By SSM
Urban Design Partners Date: 2/27/2023

7.
Power Plan

SOSID: 2529615
Date Filed: 11/28/2022 12:47:00 PM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C2022 332 00697
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §5713-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these Articles
of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Mission CCC Sanford, LLC
(See Item I of the Instructions for appropriate entity designation)
2. The naive and address of each person executing these articles of organization is as follows: (State whether each
person is executing these articles of organization in the capacity of a member, organizer or both by checking
all applicable boxes.) Note: This document must be signed by all persons listed.
Name Business Address Capacity
Kenneth J. Abner 4521 Sharon Road, Suite 250, Charlotte, NC 28211 ❑Member ■❑Organizer
❑Member ❑Organizer
❑Member ❑Organizer
3. The name of the initial registered agent is: C. Jason McArthur
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street 5800 Old Pineville Road, Suite 201
city Charlotte
State: NC Zip Code: 25217 County: Mecklenburg
5. The mailing address, if different from the street address, of the initial registered agent office is:
Number and Street
City
State: NC Zip Code: County:
6. Principal office information: (Select either a or b.)
a. ❑ The limited liability company has a principal office.
The principal office telephone number:
The street address and county of the principal office of the limited liability company is:
Number and Street:
City:
State: Zip Code
County:
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 Raleigh, NC 27626-0622
(Revised August. 2017) Form L-01

The mailing address, if different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. 7 The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity) are
attached.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in the
creation document.
Name Title Business Address
9. (Optional): Please provide a business e-mail address:1 Privacy Redaction
The Secretary of State's Office will e-mail the business automatically at the address provided above at no cost when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this service is
offered, please see the instructions for this document.
10. These articles will be effective upon filing, unless a future date is specified:
This is the 28 day of November 12022
Missi n CC Sanford, LLC
Sijnaturc
Kenneth J. Abner, Organizer
Type or Print Name and Title
The below space to be used if more than one organizer or member is listed in Item #2 above.
Signature
Type and Print Name and Title
Signature
Type and Print Name and Title
NOTE:
1. Filing fee is $125. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 Raleigh, NC 27626-0622
(Revised August. 2017) Form L-01

• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity
to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print an Amended a
Annual Report form
Limited Liability Company
Legal Name
Mission CCC Sanford, LLC
Information
Sosld: 2529615
Status: Current -Active O
Date Formed: 11 /28/2022
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: McArthur, C. Jason
Addresses
Reg Office
338 S Sharon Amity Rd, PMB 510
Charlotte, NC 28211
Principal Office
338 S Sharon Amity Rd., PMB 510
Charlotte, NC 28211
Company Officials
Reg Mailing
338 S Sharon Amity Rd, PMB 510
Charlotte, NC 28211
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
C. Jason McArthur
1022 Arborfield Dr.
Matthews NC 28105
Mailing
338 S Sharon Amity Rd., PMB 510
Charlotte, NC 28211

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2023-00736 County: Lee U.S.G.S. Quad: NC -Sanford
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Mission CCC Sanford, LLC Agent: S&EC
C. Jason McArthur Deborah Shirley
Address: 5800 Old Pineville Road Suite 200 8412 Falls of Neuse Road Suite 104
Charlotte, NC 28217 Raleigh, NC 27615
Size (acres) 7.23 Nearest Town Sanford
Nearest Waterway Carrs Creek River Basin Cape Fear
USGS HUC 03030004 Coordinates Latitude: 35.447102
Longitude:-79.127511
Location description: Proiectareais located approximately 0.23 miles east of the intersection of Highway 87 and US-421 in
Sanford, Lee County, North Carolina.
Description of projects area and activity: This verification authorizes the permanent discharge of fill material into 0.12
acre of wetland and 0.003 acre of temporary impacts for the construction of a 180-unit multi -family apartment
development and related infrastructure.
ApplicableLaw(s): ❑X Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your workis authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 7/11/2023, and the enclosed plans Truelove Apartments Construction Documents
C-3.0-C-3.2 dated 6/2 2/2023. Any violation of the attached conditions or deviation from your submitted plans may subject the
permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires oris suspended, revoked, oris modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification orrevocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For a ctivities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the p ermittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Rachel Capito at 919440-1823or Rachel.A.Capito(a,usace.army.mil.
CAPITO.RACHEL.AN Digitally signed by
CAPIT0.1RACHEL.AN N.1536276790
Corps Regulatory Official: N.1536276790 Date: 2023.08.30 14:52:47 -04'00' Date: 8/30/2023
Expiration Date of Verification: 3/14/2026

SAW-2023-00736
SPECIAL CONDITIONS
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in accordance
with the provisions outlined on the most recent version of the attached Compensatory Mitigation Responsibility
Transfer Form. The requirements of this form, including any special conditions listed on this form, are hereby
incorporated as special conditions of this permit authorization.

Action ID Number: SAW-2023-00736 County: Lee
Permittee: Mission CCC Sanford, LLC, C. Jason McArthur
Project Name: 3239 NC 87 Sanford NC Truelove Apartments
Date Verification Issued: 8/30/2023
Project Manager: Rachel Capito
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Rachel Capito
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

Compensatory Mitigation Responsibility Transfer Form
Permittee: Mission CCC Sanford, LLC, C. Jason McArthur Action ID: SAW-2023-00736
Project Name: 3239 NC 87 Sanford NC Truelove Apartments County: Lee
Instructionsto Permittee:The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation
Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation
responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project
Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise
specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the
impacts and/orthe mitigation will occurin more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attachedto the
permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are
available at the identified site. By signing below, the Sponsor is accepting full responsibility forthe identified mitigation, regardless of
whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and
provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank
Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8-digit HUC and Basin: 03030004, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Tiverine
FRiparian Non-Riverine
Non -Riparian
Coastal
0.25
* If more than one mitigation sponsor will be used forthe permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03030004, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.25
Mitigation Site Debited: NCDMS
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for
the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation
identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify
that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available at the
mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the
USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation
requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
L--Signature of Sponsor's Authorized Representative Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt ofthe signed form, the Permittee is
no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible forany other
mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the
District is in receipt of a copyof this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for
providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the
North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance.
NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained bythe Permittee, Mitigation Sponsor, and in the USACE administrative records
for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility toensurethatthe District Project Manager
(address below) is provided with a signed copy of this form.
• If changes are proposed to thetype, amount, or location of mitigation after this form has been signed and returned to the District,
the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina Interagency Review Team
(NCIRT). If approved, higher mitigation ratios maybe applied, as per current District guidance and anew version ofthis form must
be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument.
Comments/Additional Conditions: A letterfrom DMS, confirming they are willing and able to accept the applicant's compensatory
mitigation responsibility, dated 6/28/2023 was included with the preconstruction notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Pagel. Oncesigned, the
Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the District Project Manager
at the address below, 3) the Bank Manager listed in RIBITS, and 4) the Wilmington District Mitigation Office, 3331 Heritage Trade
Drive, Suite 105, Wake Forest, NC 27587 (or by email to SAWMIT(@usace.army.mil). Questions regarding this form or any of the
permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Rachel Capito
USACE Field Office: Raleigh Regulatory Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
CAPITO.RACHEL.A Digitallysignedby
CAPITO. RAC H E L.AN N.1536276790
NN.1536276790 Date: 2023.08.3014:54:10-04'00'
USACE Project Manager Signature
8/30/2023
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation
bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at
http://ribits.usace.army.mil.

C
-- - '_ -_-- - DESIGN
-_---_-_.-- PARTNERS
- t �--
i
TOTAL WETLAND AREA= 5,989 S1(0.16 AC1 m
PowOE�D
M
/ 16
Co
CD
r
ff/� /•�
e M
i
¢nu ewes
CL-- — —
co
u
j _ 4a� a 6„a meMuw "
„a.wa C-3.0

a
FOR ER P USACOE MITTING ONLY. 9411-
DESIGN EVAPER BASED ON PHYSICAL DATA AND SUR
LIMITS OF DISTURBANCE VID
PROVIDED BY TRANGLE SURVEYORS DATED 01/27/2023
/ WETLAND BOUNDARY v U R B A IN
\ WETLAND IMPACT AREA Al = 3.252 SF (0.07 AC) DES 1 O N
` � \ � 1TNERS
PROP. RIPAP F \ WETLAND IMPACT AREA A2 = 333 SF (0.01 AC)
/ I •/I� WETLAND IMPACT AREA A2
.1 WETLAND IMPACT AREA Al LEGENDe a
PROP. RETAINING WALL / ( � � FII EXIST. WETLAND � e
I H
WETLAND IMPACT AREA Al
WETLAND IMPACT AREA A2
o
404 olftI lF}/ ass Tins wnnuxm rnr+)
EXIST WETLANDS
405
400 C <�
c €z
407 � ]
\' T, \ 408
n% _--------------fie - 409 t'
0 C
\ \ o }C�
-`
r a a a
—
/ -
- Q
Q 1?
U
C
i
--
�J)fl7vV'I�)
0
Cc
406- —
oz
407
�/ _ k C-3.1

&al i" 11—
—403
\4p3\ _ —
—410— /
FOR USACOE PERMITTING ONLY. 9411-
-PROP,DESIGN EVAI PER BASED ON PHYSICAL DATA AND SURLIMITS OF DISTURBANCE PROVDED BY TRANGLE SURVEYORS DATED 01 /27/2023 RIPAP U R B A N
WETLAND IMPACT AREA B1 = 1.778 SF (0.04 AC) DES 1 ON
PARTNERS
TEMPORARY WETLAND IMPACT B3 TEMPORARY WETLAND IMPACTAREA B2=62 SF(0.001 AC)
TEMPORARY WETLAND IMPACT AREA 63 = 90 SF (0.002 AC)
" LEGEND oeEy
EXIST. WETLAND �Pe'
WETLAND IMPACT AREA B1 O eP e
WETLAND BOUNDARY � crcx iwncr caxruxnic Pcrnnixc wPu a Rc iuxc) mivi�
TEMPORARY WETLAND IMPACT O
.nT a
TEMPORARY WETLAND IMPACT B2 / ! EXIST WETLANDS ��
s
' ° <
-,,—PROP. RETAINING WALL / - - -o
/ WETLAND IMPACT AREA Bi '/

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
August 28, 2023
NORTH CAROLINA
Environmental Quality
DWR # 20230989
Lee County
Mission CCC Sanford, LLC
Attn: Jason McArthur
5800 Old Pineville Road
Charlotte, NC 28217
(via email: jasonkmissionprop.com)
Subject: Approval of Individual 401 Water Quality Certification
Truelove Apartments
USACE Action ID. No. SAW-2023-00736
Dear Jason McArthur:
Attached hereto is a copy of Certification No. WQC006233 issued to Jason McArthur and Mission CCC
Sandford, LLC, dated August 28, 2023. This approval is for the purpose and design described in your
application. The plans and specifications for this project are incorporated by reference as part of this Water
Quality Certification. If you change your project, you must notify the Division and you may be required to
submit a new application package with the appropriate fee. If the property is sold, the new owner must be
given a copy of this Certification and is responsible for complying with all conditions. [I 5A NCAC 02H
.0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State, or Local approvals before proceeding with the project, including those required
by, but not limited to, Sediment and Erosion Control, Non -Discharge, Water Supply Watershed, and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right, license, or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user.
Upon the presentation of proper credentials, the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification.
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and/or civil penalties.
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA
919.791.4200

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQC006233
Page 2 of 15
If you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Raleigh Regional Office within 24 hours (or the next business day if a weekend or holiday) from the
time the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with, and/or any violation
of, stream or wetland standards [ 15A NCAC 02B .0200] including but not limited to sediment impacts to
streams or wetlands. Information shall be provided orally within 24 hours (or the next business day if a
weekend or holiday) from the time the permittee became aware of the non-compliance circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.5].
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within sixty (60) calendar days. Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone].
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Joe Myers at 919-791-4256 or [e-mail] if you have any
questions or concerns.
Sincerely,
Docuftned by:
Vann U,SSa. f.
B2916E6AB32144F...
Vanessa Manuel, Assistant Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Deborah Shirley. Soil and Environmental Consultants PA (via email: dshirleyksandec.com)
Rachel Capito, USACE Raleigh Regulatory Field Office (via email)
NC Wildlife Resources Commission (via email)
DWR 401 & Buffer Permitting Branch Electronic file
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2
Truelove Apartments
DWR# 20230989
Individual Certification #WQC006233
Page 3 of 15
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION #WQC006233 is issued in conformity with the requirements of Section 401,
Public Laws 92-500 and 95-217 of the United States and subject to North Carolina's Regulations
in 15 NCAC 02H .0500 and 15A NCAC 02B .0200, to Jason McArthur and Mission CCC Sandford,
LLC, who have authorization for the impacts listed below, as described within your application
received by the N.C. Division of Water Resources (Division) on July 11, 2023, payment received
July 31, 2023, and public notice issued by the Division on July 17, 2023.
The State of North Carolina certifies that this activity will comply with water quality
requirements and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public
Laws 92-500 and PL 95-217 if conducted in accordance with the application, the supporting
documentation, and conditions hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including
incidental impacts. [ 15A NCAC 02H .0506(b)]
Type of Impact
Amount
Approved
Permanent
Amount
Approved
Temporary
Mitigation
Amount
Required
Wetlands
W1 (Impact Al-W2): Fill/Riprap
0.07 acres
0 acres
0 credits
W2 (Impact A2-W2 : Fill/Riprap
0.01 acres
0 acres
0 credits
W3 (Impact B 1-W 1): Fill/Riprap
0.04 acres
0 acres
0 credits
W4 (Impact B2-W 1): Other
0 acres
0.001 acres
0 credits
W5 (Impact B3-W1): Other
0 acres
0.002 acres
0 credits
This approval requires you to follow the conditions listed in the certification below:
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)]:
1) Erosion and Sediment Control:
Appropriate measures should be installed prior to any land clearing activities to protect wetlands,
streams, and/or buffers from turbidity and/ or sedimentation. These measures should be
routinely inspected, and properly maintained, and excavated materials should be contained
outside wetland, stream, and/or buffer boundaries. Excessive silt and sediment loads can have
numerous detrimental effects on aquatic resources including destruction of spawning habitat,
suffocation of eggs, and clogging of gills of aquatic species. Citation: 15A NCAC 02H.0506
(b) (1) and (2)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity, wildlife, secondary contact recreation,
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQCOO6233
Page 4 of 15
2) Stormwater Management Plan and Buffer Authorization:
The Permittee shall secure an approved stormwater management plan (SMP) and buffer
authorization (if applicable) from the appropriate locally delegated government programs before
any impacts authorized in this certification occur.
Citation: 1 SA NCAC O2H . 0506; 15A NCAC O2H . O5O7(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
3) If this Water Quality Certification is used to access residential, commercial or industrial building
sites, then all parcels owned by the permittee that are part of the single and complete project
authorized by this Certification must be buildable without additional impacts to streams or
wetlands.
Citation: 15A NCAC O2H.0502(a);15A NCAC O2H.O5O6(b); 15A NCAC O2H.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed activity
will comply with state water quality standards (including designated uses, numeric criteria,
narrative criteria and the state's antidegradation policy), the Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards or would result in secondary or cumulative impacts.
4) For road construction purposes, this Certification shall only be utilized from natural high ground
to natural high ground.
Citation: 15A NCAC 02H . 0502(a);15A NCAC 02H . O5O6(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
5) Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained
jurisdictional wetlands, waters, and state regulated riparian buffers within the project boundaries
in order to assure compliance with NC Water Quality Certification Rules (15A NCAC O2H
.0500), NC Isolated Wetland Rules (15A NCAC O2H .1300), and/or State Regulated Riparian
Buffer Rules (15A NCAC O2B .0200). These mechanisms shall be put in place at the time of
recording of the property or individual parcels, whichever is appropriate.
Citation: 15A NCAC 02H . O5O2(a);15A NCAC 02H . 0506(b); 15A NCAC 02H . O5O7(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQCOO6233
Page 5 of 15
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
6) For all dam removal projects meeting the definition under G.S. 143-215.25 and requirements
under G.S. 143-215.27 of a professionally supervised dam removal, the applicant shall provide
documentation that any sediment that may be released has similar or lower level of
contamination than sediment sampled from downstream of the dam in accordance with Session
Law 2017-145.
Citation: 15A NCAC 02H . 0502; 15A NCAC 02H . O5O6(b); 15A NCAC 02H . 0507(c); 15A
NCACO2B .0200; S.L. 2017-145
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the state's antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
7) If this Water Quality Certification is used for utility related impacts, then the following Activity
Specific Conditions shall apply to those impacts.
a) All sewer lines shall be designed, constructed and maintained in accordance with Title 15A
NCAC Chapter O2T, applicable Minimum Design Criteria (MDC), and/or Alternative Design
Criteria.
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . 0507(c)
Justification: The referenced Minimum Design criteria and 02T rules were adopted to ensure
that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife: secondary contact recreation: agriculture); and that activities must not
cause water pollution that precludes any best use on a short-term or long-term basis.
b) Any utility construction corridor that is parallel to a stream or open water shall not be closer
than 10 feet to the top of bank or ordinary high-water mark.
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . O5O7(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
c) Where there are temporary or permanent impacts from stream crossings, utility lines shall
cross the stream channel at a near -perpendicular direction (i.e., between 75 degrees and 105
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQCOO6233
Page 6 of 15
degrees to the stream bank).
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . O5O7(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
d) Construction corridors in wetlands and/or across stream channels shall be minimized to the
maximum extent practicable and shall not exceed 40 feet wide for utility lines.
For construction corridors in wetlands and across stream channels, stumps shall be grubbed
only as needed to install the utility and remaining stumps shall be cut off at grade level. The
general stripping of topsoil within wetlands along the construction corridor is prohibited.
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . O5O7(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
e) Permanent maintained access corridors in wetlands and across stream channels shall be
restricted to the minimum width practicable and shall not exceed 30 feet wide except at
manhole locations.
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
f) For all utility lines constructed within wetlands, an anti -seep collar shall be placed at the
downstream (utility line gradient) wetland boundary and every 150 feet up the gradient until
the utility exits the wetland. Anti -seep collars may be constructed with class B concrete,
compacted clay, PVC pipe, or metal collars. Wetland crossings that are directionally drilled,
and perpendicular wetland crossings that are open cut and less than 150 feet long do not
require anti -seep collars. The compacted clay shall have a specific infiltration of 1 X 10-5
cm/sec or less. See Water Quality General Certification No. 4256 for a section and plan view
diagram for the anti -seep collars.
The following specifications shall apply to class B concrete:
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
nepa .m m e mroaa,aaw quay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQC006233
Page 7 of 15
i) Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5.0
ii) Minimum cement content, sacks per cubic yard with angular coarse aggregate 5.5
iii) Maximum water -cement ratio gallons per sack 6.8
iv) Slump range 2" to 4"
v) Minimum strength - 28-day psi 2,500
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
g) The permittee shall have a specific plan for restoring wetland contours to pre -construction
conditions. Any excess material will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be
minimized to the greatest extent practical. During excavation, the soils shall be placed on
fabric to minimize impacts whenever possible. Topsoil excavated from utility trenches will
be piled separately from subsoils and will be backfilled into the trench only after the subsoils
have been placed and compacted.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and
the water quality to protect such uses, are protected. In determining that the proposed
activity will comply with state water quality standards (including designated uses, numeric
criteria, narrative criteria and the state's antidegradation policy), the Division must evaluate
if the activity has avoided and minimized impacts to waters, would cause or contribute to a
violation of standards or would result in secondary or cumulative impacts.
8) The permittee shall report to the DWR Raleigh Regional Office any noncompliance with, and/or
any violation of, stream or wetland standards [ 15A NCAC 02B .0200], including but not limited
to sediment impacts to streams or wetlands. Information shall be provided orally within 24 hours
(or the next business day if a weekend or holiday) from the time the permittee became aware of
the non-compliance circumstances.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing
detrimental impacts to water quality and avoiding impacts due to water pollution that precludes
any best use on a short-term or long-term basis.
9) No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint
of the approved impacts (including temporary impacts).
Citation: 15A NCAC 02H . 0506; 15A NCAC 02H . 0507(c)
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
nepa .m m Emi.n wquay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQC006233
Page 8 of 15
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife; secondary contact recreation;
agriculture); and that activities must not cause water pollution that precludes any best use on a
short-term or long-term basis.
10) All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules
in Chapter 2B of Title 15A in the North Carolina Administrative Code.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality
impairments and further protect existing uses.
11) When applicable, all construction activities shall be performed and maintained in full compliance
with G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of
applicability of the Sediment and Pollution Control Act, all projects shall incorporate appropriate
Best Management Practices for the control of sediment and erosion so that no violations of state
water quality standards, statutes, or rules occur.
Design, installation, operation, and maintenance of all sediment and erosion control measures
shall be equal to or exceed the requirements specified in the most recent version of the North
Carolina Sediment and Erosion Control Manual, or for linear transportation projects, the North
Caroline Department of Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile (spoil)
sites, including contractor -owned or leased borrow pits associated with the project. Sufficient
materials required for stabilization and/or repair of erosion control measures and stormwater
routing and treatment shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual. Reclamation measures and implementation shall comply with the
reclamation in accordance with the requirements of the Sedimentation Pollution Control Act and
the Mining Act of 1971.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCACO2B .0200; 15A
NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQCOO6233
Page 9 of 15
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
12) Sediment and erosion control measures shall not be installed in wetland or waters except within
the footprint of temporary or permanent impacts otherwise authorized by this Certification. If
placed within authorized impact areas, then placement of such measures shall not be conducted
in a manner that results in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt
fence installed within wetlands shall be removed from wetlands and the natural grade restored
within two (2) months of the date that DEMLR or locally delegated program has released the
specific area within the project to ensure wetland standards are maintained upon completion of
the project.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A
NCAC 02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
13) Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used
along streambanks or within wetlands.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses
(including aquatic life propagation and biological integrity), and the water quality to protect
such uses, are protected. Protections are necessary to ensure any remaining surface waters or
wetlands, and any surface waters or wetlands downstream, continue to support existing uses
during and after project completion. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would
result in secondary or cumulative impacts.
14) If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or
NPDES Construction Stormwater Permit Number NCG250000, full compliance with permit
conditions including the erosion & sedimentation control plan, inspections and maintenance,
self -monitoring, record keeping and reporting requirements is required.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A
NCAC 02B .0231
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
nepa .m m Emi.n wquay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQC006233
Page 10 of 15
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased. As cited in Wetland Standards: (c)(1) Liquids,
fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and (3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
15) All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with the disturbed area. Approved best management practices from the most current
version of the NC Sediment and Erosion Control Manual, or the NC Department of
Transportation Construction and Maintenance Activities Manual, such as sandbags, rock berms,
cofferdams, and other diversion structures shall be used to minimize excavation in flowing
water.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B.0200
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses; and (21) turbidity in the receiving water shall not exceed 50 Nephelometric Turbidity Units
(NTU) in streams not designated as trout waters and 10 NTU in streams, lakes, or reservoirs
designated as trout waters; for lakes and reservoirs not designated as trout waters, the turbidity
shall not exceed 25 NTU; if turbidity exceeds these levels due to natural background conditions,
the existing turbidity level shall not be increased.
16) In -stream structures installed to mimic natural channel geomorphology such as cross -vanes, sills,
step -pool structures, etc. shall be designed and installed in such a manner that allow for
continued aquatic life movement.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that in -stream structures
are installed properly will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
17) Culverts shall be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension, pattern, and
profile of the stream above and below a pipe or culvert shall not be modified by widening the
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
nepa .m m Emi.n wquay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQCOO6233
Page 11 of 15
stream channel or by reducing the depth of the stream in connection with the construction
activity. The width, height, and gradient of a proposed culvert shall be such as to pass the
average historical low flow and spring flow without adversely altering flow velocity. If the width
of the culvert is wider than the stream channel, the culvert shall include multiple boxes/pipes,
baffles, benches and/or sills to maintain the natural width of the stream channel. If multiple
culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe and
additional culverts/pipes shall be installed such that they receive only flows above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the
streambed by one foot for all culverts with a diameter greater than 48 inches, and 20% of the
culvert diameter for culverts having a diameter less than or equal to 48 inches, to allow low flow
passage of water and aquatic life. If the culvert outlet is submerged within a pool or scour hole
and designed to provide for aquatic passage, then culvert burial into the streambed is not
required.
For structures less than 72" in diameter/width, and topographic constraints indicate culvert
slopes of greater than 2.5% culvert burial is not required, provided that all alternative options for
flattening the slope have been investigated and aquatic life movement/connectivity has been
provided when possible (e.g. rock ladders, cross -vanes, sills, baffles etc.). Notification,
including supporting documentation to include a location map of the culvert, culvert profile
drawings, and slope calculations, shall be provided to DWR 30 calendar days prior to the
installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting
documentation such as a location map of the culvert, geotechnical reports, photographs, etc. shall
be provided to DWR a minimum of 30 calendar days prior to the installation of the culvert. If
bedrock is discovered during construction, then DWR shall be notified by phone or email within
24 hours of discovery.
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other
fill projects are constructed across FEMA-designated floodways or wetlands, openings such as
culverts or bridges shall be provided to maintain the natural hydrology of the system as well as
prevent constriction of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques
shall be used where practicable instead of rip -rap or other bank hardening methods.
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
18) Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas
and/or wetlands shall be conducted at agronomic rates and shall comply with all other Federal,
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
nepa .m m Emi.n wquay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQC006233
Page 12 of 15
State and Local regulations. Fertilizer application shall be accomplished in a manner that
minimizes the risk of contact between the fertilizer and surface waters.
Citation: 15A 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 1 SA NCAC
02B .0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
19) If concrete is used during construction, then all necessary measures shall be taken to prevent
direct contact between uncured or curing concrete and waters of the state. Water that
inadvertently contacts uncured concrete shall not be discharged to waters of the state.
Citation: 15A 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B . 0200; 15A NCAC
02B.0231
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
20) All proposed and approved temporary fill and culverts shall be removed and the impacted area
shall be returned to natural conditions within 60 calendar days after the temporary impact is no
longer necessary. The impacted areas shall be restored to original grade, including each stream's
original cross -sectional dimensions, planform pattern, and longitudinal bed profile. All
temporarily impacted sites shall be restored and stabilized with native vegetation.
Citation: 15A NCAC 02H 0506(b); 15A NCAC 02H . 0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Protections are necessary to ensure any
remaining surface waters or wetlands, and any surface waters or wetlands downstream, continue
to support existing uses after project completion.
21) All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands
shall be installed as outlined in the most recent edition of the North Carolina Sediment and
Erosion Control Planning and Design Manual or the North Carolina Surface Mining Manual or
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQCOO6233
Page 13 of 15
the North Carolina Department of Transportation Best Management Practices for Construction
and Maintenance Activities so as not to restrict stream flow or cause dis-equilibrium during use
of this Certification.
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. Ensuring that structures are installed
properly in waters will ensure that surface water quality standards are met and conditions of
waters are suitable for all best uses.
22) Any rip -rap required for proper culvert placement, stream stabilization, or restoration of
temporarily disturbed areas shall be restricted to the area directly impacted by the approved
construction activity. All rip -rap shall be placed such that the original streambed elevation and
streambank contours are restored and maintained and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Placement of rip -rap or other approved materials shall
not result in de -stabilization of the stream bed or banks upstream or downstream of the area or be
installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . O5O7(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
23) Any rip -rap used for stream or shoreline stabilization shall be of a size and density to prevent
movement by wave, current action, or stream flows, and shall consist of clean rock or masonry
material free of debris or toxic pollutants. Rip -rap shall not be installed in the streambed except
in specific areas required for velocity control and to ensure structural integrity of bank
stabilization measures.
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B.0201
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
24) All mechanized equipment operated near surface waters shall be inspected and maintained
regularly to prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or
other toxic materials. Construction shall be staged in order to minimize the exposure of
equipment to surface waters to the maximum extent practicable. Fueling, lubrication, and
general equipment maintenance shall be performed in a manner to prevent, to the maximum
extent practicable, contamination of surface waters by fuels and oils.
Citation: 15A NCAC 02H . O5O6(b); 15A NCAC 02H . O5O7(c); 15A NCAC 02B . 0200; 15A
NCAC 02B .0231
D � ��� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
nepa .m m Emi.n wquay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQC006233
Page 14 of 15
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. Activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
Oils, deleterious substances, or colored or other wastes: only such amounts as shall not render
the waters injurious to public health, secondary recreation, or to aquatic life and wildlife, or
adversely affect the palatability offish, aesthetic quality, or impair the waters for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall
not be present in amounts that may cause adverse impacts on existing wetland uses; and (3)
Materials producing color or odor shall not be present in amounts that may cause adverse
impacts on existing wetland uses.
25) Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken
to minimize soil disturbance and compaction.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c); 15A NCAC 02B.0231
Justification: Wetland standards require maintenance or enhancement of existing uses of
wetlands such that hydrologic conditions necessary to support natural biological and physical
characteristics are protected; populations of wetland flora and fauna are maintained to protect
biological integrity of the wetland; and materials or substances are not present in amounts that
may cause adverse impact on existing wetland uses.
26) In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or
more; any spill regardless of amount that causes a sheen on surface waters; any petroleum spill
regardless of amount occurring within 100 feet of surface waters; and any petroleum spill less
than 25 gallons that cannot be cleaned up within 24 hours.
Citation: 15A NCAC 02H.0507(c); N.C.G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of
discharge must immediately notify the Department, or any of its agents or employees, of the
nature, location, and time of the discharge and of the measures which are being taken or are
proposed to be taken to contain and remove the discharge. This action is required in order to
contain or divert the substances to prevent entry into the surface waters. Surface water quality
standards require that conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological
integrity; wildlife; secondary contact recreation; agriculture); and that activities must not cause
water pollution that precludes any best use on a short-term or long-term basis.
27) The permittee and their authorized agents shall conduct all activities in a manner consistent with
State water quality standards (including any requirements resulting from compliance with
§303(d) of the Clean Water Act), and any other appropriate requirements of State and Federal
Law.
Citation: 15A NCAC 02H . 0506(b); 15A NCAC 02H . 0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for
all best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. The Division must evaluate if the
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
gaparMeM of EmironmanW quay

DocuSign Envelope ID: 3D7C0716-1254-417A-9620-310F052255B2 Truelove Apartments
DWR# 20230989
Individual Certification #WQC006233
Page 15 of 15
activity has avoided and minimized impacts to waters, would cause or contribute to a violation of
standards, or would result in secondary or cumulative impacts.
28) The permittee shall require its contractors and/or agents to comply with the terms and conditions
of this permit in the construction and maintenance of this project, and shall provide each of its
contractors and/or agents associated with the construction or maintenance of this project with a
copy of this Water Quality Certification. A copy of this Water Quality Certification shall be
available at the project site during the construction and maintenance of this project.
Citation: 15A NCAC 02H . 0506(b); 1 SA NCAC 02H . 0507(c)
Justification: Those actually performing the work should be aware of the requirements of this
401 Water Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted
in your application shall expire upon expiration of the 404 or CAMA Permit. The conditions in
effect on the date of issuance shall remain in effect for the life of the project, regardless of the
expiration date of this Certification. [ 15A NCAC 02H .0507(c)]
This, the 28th day of August 2023,
DocuSigned by:
Vaunt,SSa. f.
B2916E6AB32144F...
Vanessa Manuel, Assistant Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
JM
WQC006233
D � � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
NORTH CARCLINA 919.791.4200
gaparMeM of EmironmanW quay

State of North Carolina
nWR Department of Environmental Quality
Division of Water Resources
NOV 2 ( FeT TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
1. 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:.,. ' 'S L r per I5A NCAC 02T .0I06CW
Title: V C ff 14a14%11 Mtn 6'
4. Applicant's mailing address: 5900 Old Pineville Road, Suite 201
City: Charlotte State: NC Zip: 28217- S
5. Applicant's contact information:
0
Phone number: (&4) 307-8265 Email Address: jason(a7missionprop.com 11
f�
'C!
If. PROJECT INFORMATION:
1. Project name: Truelove Apartments
2. Application/Project status: ®Proposed (New Permit) El 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.
C3 �
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Lee o
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.447494:' Longitude:-79.128299 V,
_C
5. Parcel ID (if applicable): 9661-27-0694-00 (or Parcel ID to closest downstream sewer) `f
III. CONSULTANT INFORMATION:
1, Professional Engineer: Salman Moazzam License Number:Firm:
P-0418
Mailing address: 150 Fayetteville Street, Suite 1310
City: Raleigh State: NC Zip: 27601-
Phone number: [phone] Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: _a W-rp Permit Number: sic oo z 4147
Owner Name: City of Sanford
�N,y
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch X Gravity r� Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Pagel of 5

NC Dept of Envii-otimental Quality
State of North Carolina
nWR NOV 9 - 2023 Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources "`"` t
INSTRUCTIONS FOR=FOR�I: FTA Ofi-21 &SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (QUvity 5ewer & Pump Stations-Torce Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T,15A NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T-0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in f5A.,�CAC 021._ and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) arc explained in 15,k NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
S Projects that do not meet any part of the minimum design criteria (MDC) documents,
z Projects that involve more than one variance from the requirements of 15A NCAC 02T;
Z Pressure sewer systems utilising simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps;
Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
Vacuum sewer systems.
General When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation,
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures -
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
include the permit numberlstatus of any other required sewer permits (downstreamiupstream)
s If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submitW.
Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ if the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
Nurlk L'arnliNl 5ccretar'? u: State.
❑ If the Applicant Type in item 1.2 is a partnership or d/b1a, enclose a copy of the certificate filed with the Register ol-Deeds in
the county of business.
❑ The Project Name in item It. I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, scaled and dated by a North Carolina
licensed Professiogl kitiyin .
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T.0106fbi- Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page i of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
t The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate C.S. 143.215.67(al.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x I 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
s General location of the project components (gravity sewer, pump stations, & force main)
Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude+longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added..'modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station)-
0 Per 15A NCAC02T .0305d0i I }, submit documentation of power reliability for pumping stations.
Z This alternative is only available for average daily flows less than 15,000 gallons per day
Z It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel arc available for distribution and operation of this pump 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 in the case of a multiple station power outage. (Required at time of certification)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A_SC.AC_{I2T _01 �.Stax i 1 provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the Noitli Carolina 1,Jlilitics Contnussiott's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected-
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Ilome/Property Owners' Associations
❑ Pcr 15A NCAC 02T .01 15(c), submit the properly executed Operational Agreement (FORM:HCIA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per I SA NCAC 02T .0115(b), submit the properly executed C7ocrJtionel Agreernent (FORM: DGV).
For more information, visit the Division's collection systems website
(4. � Dtg4A'L-0M)
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

URBAN DESIGN PARTNER%
TRANSFORMING COMMUNITIES THROUGH COLLABORATIVE DESIGNr
NC Dept o� Env 1roll nie"tal Quaiity
Transmittal
To: Raleigh Regional Office
Water Quality Section
3800 Barrett Drive
Raleigh, NC 27609
Phone: [phone]
Email:
Transmitted Via:
❑ Overnight
❑ Courier
® Hand
❑ Mail
❑ Email
❑ Online Portal
NOV 9 - 2023
Date: 11 /8/2023
R'�!Ieiggh Rcgi{3nai 01f.
Project Name: Truelove Apartments
UDP Project No: 22-RDU-032
Action:
❑
For Approval
❑
For Your Use
❑
As Requested
®
For Review & Comment
❑
For Signature
❑
For Submittal
Quantity
Date of Doc
Description
1
11/08/2023
Fast Track Application
1
11 /03/2023
Cover Letter
1
10/25/2023
$480 Application Fee
1
11/08/2023
Flow Tracking Form
1
11/08/2023
Site Maps
1
11/08/2023
Truelove Apartments Construction Documents
1
11/08/2023
Sanitary Sewer Pump Station Report
1
11/08/2023
1 Planning Assessment Addendum (PAA)
Comments
The documents listed above are being submitted for the Fast rack Sewer System
Extension.
Cc:
150 fayetlevdle street, suite 1310, raleigh, nc 27601 1 p: 919 275.5002 ' urhandesignpuriners.com