20200485 Ver 1_Modification no impact_20210427

Strickland, Bev
From: Megan Bollero <[e-mail]>
Sent: Tuesday, April 27, 2021 2:00 PM
To: Roden Reynolds, Bryan K CIV (US); Johnson, Alan
Subject: [External] SAW-2019-02005; DWR# 20-0485 Milton Road Affordable
Attachments: 2019-0121_MiltonRoadAffordable_CulvertReplacementMemo_4.20.21.pdf
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Hi Bryan and Alan,
I have attached a memo for your records regarding the Milton Road Affordable project (SAW-2019-02005;
DWR # 20-0485). Let me know if you have any questions.
Thanks,
Megan Bollero, WPIT
Project Scientist
Carolina Wetland Services Inc.
550 E Westinghouse Boulevard
Charlotte, NC 28273
Cell:(757)-576-6433
www.cws.net
i

CAROLINA WETLAND SERVICES, INC.
550 E. Westinghouse Blvd.
Charlotte, NC 28273
704-527-1177(office)
704-527-1133 (fax)
To: Ms. Bryan Roden-Reyolds
U.S. Army Corps of Engineers, Charlotte Regulatory Office
8430 University Executive Drive
Charlotte, NC 27604
Mr. Alan Johnson
NCDWR, 401 & Buffer Permitting Unit
512 N. Salisbury., 9th Floor
Raleigh, NC 27607
Subject: Milton Road Affordable (SAW-2019-02005, DWR# 20-0485)
Charlotte, North Carolina
CWS Project No. 2019-0121
Dear Mr. Roden -Reynolds and Mr. Johnson,
Date: April 20, 2021
The Milton Road Affordable site (Mecklenburg County Tax Parcel Nos. 09921101 and 09917101) is
approximately 16.6 acres in extent and is located southwest of the Milton Road and North Sharon Amity
Road intersection in Mecklenburg County, North Carolina (Figures 1 and 2, Attachment A). Winterwood
Development, LLC has contracted Carolina Wetland Services, Inc. (CWS) to provide Section 404/401
permitting services for this project.
A Nationwide Permit No. 29 was issued by the USACE on June 22, 2020, and a 401 Water Quality
Certification was issued by NCDEQ on May 21, 2020 (Attachments B and C). As noted in the original impact
figures, the client intended to extend an existing culvert by 25 linear feet (S3 and S4; Sheet 3; Attachment
D). Upon construction it was determined that the existing culvert was deteriorated more than anticipated,
therefore the replacement of the culvert is required. All work will take place in the footprint of the
previously permitted impacts, and no additional impacts will occur (Attachment E). This memo has
been prepared for records only.
ATTACHMENTS INCLUDED:
DESCRIPTION
Attachment A - Figures 1-7
Attachment B - Nationwide Permit No. 29 SAW-2019-02005
Attachment C - NCDEQ Water Quality Certification DWR # 20-0485
Attachment D - Original Impact Drawings
Attachment E - Culvert Replacement Details
Please do not hesitate to contact Megan Bollero at 757-576-6433 or [e-mail] should you have
any questions or comments regarding this request.
Sincerely,
T;prl_
Megan Shelton,
Project Scientist
►N=
Z4,� 4v���
Aliisa Harjuniemi, PWS
Senior Project Manager

Milton Road Affordable
Attachments
April 21, 2021
CWS Project No. 2019-0121
Attachment A:
Figures (1-7)

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FIGURE NO.
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DRAWN BY:
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CWS PROJECT NO: DRAWN BY:
2019-0121 DJZ �r Milton Road Affordable
COORDINATES: CHECKED BY: CAR ❑ L I N A Mecklenburg County
35.234239,-80.744545 1 CAG WETLAND SERVICES. Charlotte, North Carolina 1 21
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2019-0121 DJZ Milton Road Affordable
COORDINATES: CHECKED BY: C A R O L I N A Mecklenburg County 4
35.234239,-80.744545 CAG WETLAND SERVICES Charlotte, North Carolina
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REFERENCE: USDA-NRCS PUBLISHED SOIL SURVEY OF MECKLENBURG COUNTY, INC, SHEETS 7 AND 8, DATED 1976.
SCALE: DATE: FIGURE NO.
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CWS PROJECT NO: DRAWN BY: Survey of Mecklenburg Count
2019-0121 DJZ Milton Road Affordable
COORDINATES: CHECKED BY: CA R O L I ICI A Mecklenburg County 5
35.234239,-80.744545 CAG WETt_AND SFPVI _FS Charlotte, North Carolina
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FIGURE NO.
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DRAWN BY:
2019-0121
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6
COORDINATES:
CHECKED BY:
C A R O L I N A
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35.234239,-80.744545
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WETLAND SERVICES
Charlotte, North Carolina
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REFERENCE: BACKGROUND GIs LAYER(S) PROVIDED BY MECKLENBURG
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NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED (FLAGGED
IN THE FIELD), CLASSIFIED, AND MAPPED USING A SUB -FOOT CAPABLE GPS 0
UNIT BY CWS, INC., ON MARCH 8, 2019. JURISDICTIONAL FEATURES HAVE NOT C/2 200 100 0 200 Feet
BEEN VERIFIED BY THE USACE. `�SQ
SCALE: DATE: FIGURE NO.
1 inch = 200 feet 3/19/2019 Jurisdictional Boundaries
CWS PROJECT NO: DRAWN BY:
2019-0121 JKM Milton Road Affordable
COORDINATES: CHECKED BY: C A R O L I N A Mecklenburg County 7
35.234239,-80.744545 CAG WETLAND SERVICES Charlotte, North Carolina
G:\Team Drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0121 Milton Rd Affordable\JD\ArcGIS\Figure7_JD.mxd

Milton Road Affordable
Attachments
April 21, 2021
CWS Project No. 2019-0121
Attachment B:
Nationwide Permit No. 29 (SAW-2019-02005)

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-02005 County: Mecklenburg U.S.G.S. Quad: NC -Mint Hill
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Winterwood Development, LLC
Zach Worsham
Address: 1390 Olivia Lane, Suite 100
Lexington, KY 40511
Telephone Number: 859-276-5388
E-mail: zworsham(&winterwoodonline.com
Size (acres) 16.6 Nearest Town Charlotte
Nearest Waterway Brier Creek River Basin Santee
USGS HUC 03050103 Coordinates Latitude: 35.23423
Longitude:-80.74454
Location description: The proiect area is located on the east side of Village Green Drive, 0.13 miles south of the intersection of
Milton Road and Village Green Drive. PINs: 09921101 and 09917101.
Description of projects area and activity: This verification authorizes the grading and placement of fill material in 232 linear feet
of stream to facilitate the construction of a multi -family residential development. The proiect would result in the loss of 192
linear feet of stream from the installation of a culvert and temporary impacts to 40 linear feet of stream for construction site
dewatering.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: NWP 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 6/15/2020, and the enclosed plans Sheets 1-4 dated 4/20/2020. 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 authorization is modified, suspended
or revoked. If, prior to the expiration date identified below, the nationwide 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 permit authorization expires or is suspended, revoked, or is 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 permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration, modification or revocation, 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.
This Department of the Army verification does not relieve the permittee 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 David L. Shaeffer at 704-510-1437or david.l.shaefferna,usace.army.mil.
�• �� Digitally signed by SHAEFFER.DAVID.LEIGH.1260750573
Corps Regulatory Official: Date: 2020.06.22 14:19:02 -04'00' Date: 06/22/2020
Expiration Date of Verification: 03/18/2022

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/Pp=l 36:4:0
Copy furnished:
Agent: Carolina Wetland Services, Inc.
Megan Shelton
Address: 550 East Westinghouse Boulevard
Charlotte, NC 28273
Telephone Number: 757-576-6433
E-mail: megan(&cws-inc.net

SAW-2019-02005
SPECIAL CONDITIONS
a. 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-2019-02005 County: Mecklenburg
Permittee: Winterwood Development, LLC, Zach Worsham
Project Name: Milton Road Affordable
Date Verification Issued: 06/22/2020
Project Manager: David L. Shaeffer
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: David L. Shaeffer
Charlotte Regulatory Office
U.S Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
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: Winterwood Development, LLC, Zach Worsham
Project Name: Milton Road Affordable
Action ID: SAW-2019-02005
County: Mecklenburg
Instructions to 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 to the U.S. Army Corps of Engineers (USACE) 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/or the mitigation will occur in more than one
8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to 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 must verify that the mitigation requirements (credits) shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not 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 bank ledger to the Permittee, the USACE Project Manager, and
the Wilmington 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: 03050103, Catawba River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
192
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8-digit HUC and Basin: 03050103 Expanded Service Area
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
672
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 USACE, 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:
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 USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any 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 USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted
responsibility for providing the mitigation requirements listed herein. 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 the Sponsor must be provided to the USACE within 30 days of permit
issuance. NCDOT remains fully responsible for the mitigation until the USACE 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 by the Permittee, Mitigation Sponsor, and in the USACE administrative
records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the USACE
Project Manager (address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case -by -case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance
and a new version of this form must be completed and included in the USACE administrative records for both the permit
and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NCDMS, confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 4/7/2020 was included with the preconstruction notification.
This form is not valid unless signed below by the USACE Project Manager and by the Mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to:1) the Permittee, 2) the USACE
Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell, 11405 Falls
of Neuse Road, Wake Forest, NC27587 (email: [e-mail]). Questions regarding this form or any of the
permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David L. Shaeffer
USACE Field Office: Charlotte Regulatory Office
US Army Corps of Engineers
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
Email: [e-mail]
Digitally signed by
' SHAEFFER.DAVID.LEIGH.1260750573 �' f 9- Date: 2020.06.22 14:20:07-04'00'
USACE Project Manager Signature
06/22/2020
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

4/20/2020
EYgRRpyGT `
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1 SHEET C-3.1 / C-3.3 N/F
1 DAVID LUTHER WILLIAMS
& KAREN B WILLIAMS
DEED BK 2]564 PG 202
1 PARCEL-ON21126
ZONING: 1-1, 0-1
CURRENT USE: VACANT
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DEED BK 22280 PG 793
1 PARCEL: ON21129 \
ZONING: R-1] MF
1 CURRENT USE: RESIDENTIAL
NOTES:
1. CO ORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT WESTERLY HILLS DRIVE ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING
DEPARTMENT PRIOR TO CONSTRUCTION.
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9- SIGNS ONLY)
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF -SITE GRADING PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
]. IN OR DER TO ENSURE PROPER DRAINAGE KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
9. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED
STORM DRAINAGE MANALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
10. HIGH -DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
RIGHT-OF-WAV.
11. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL
REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
12. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTION OF THE (CITY OF
CHARLOTTEIMECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
13. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED
BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
14. ALL OPENINGS E.G. DOORS WINDOWS VENTS IN STRUCTURES SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE
ADJACENT FINISHED GROUND SURFACE APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT
CONSIDERED IN THE WIN FLOOD ANALYSIS)
15.RE 'ASEALED SHOP DRAWINGSFOR RETAINING WALL MUST BE SUBMITTED L CITY ENGINEER PRIOR S, CONSTRUCTION.
16. TO SUBDIVISION
DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM. INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR
TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY
SUBDIVISION ORDINANCE.
17. PRIOR CO SURVEYOR SEALED AB -BUILT DRAWINGS OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE
PROVIDED.
18. PRIORTO PLATEOF THE'IOFFOFFSITE RANAND/OR CONSTRUCTIONEASEMENTSARE REQUIREDTO TI OBTAINED ACCORDING
TO THE ONGUIDELINESTHROADWAHE'OFF IMPROVEMENT
ACQUISITION PROCESS'. THESE NEEDED RNJ AND CONSTRUCTION LIMITS ARE CLEARLY
SHOWN TI THE ROADWAY IMPROVEMENT PLAN.
19. PER SECTION E OF CITY CODE AND SECTION OF THE CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE
MANUAL, ALL REQUIRED NATURAL AREAS AND/OR POSTST CONSTRUCTION CONTROLS EASEMENTS (EDGES) MUST BE RECORDED
PRIOR THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
20. THE DEVELOPER SHALLCONTACTSI THE CHARLOTTE DEPARTMENT OFTDAYS WILSPORTATIONL
REQUIRGUS ED
COORD7N.3INATE
RELOCATION.
A IDENTIFY
ANY CONFLICTS WITH TRAFFIC SIAE FOR ALL EQUIPMENT. OCA DAYS WILL BE REQUIRED RO COORDINATE RELOCATION.
DEVELOPER SHALL BE RESPONSIVLE FOR ALL RELATED RELOCATION COST AND/OR ABT REPAIR COST CAUSED BY THE
GERTRICATIO AND
PER.
21. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS ON CITY STREETS. ALLOW ]DAYS PROCESSING FOR
PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENT OF TRANSPORTATION E/H0ME.HTMI) OR VISIT
HTTPON-ST M1NW.CHARMS (IE: PAVERS, IRRIGATION
T ION SYSTEMS, ETC.)
IN THE -MAINRIGHT- TENA Y REQUIRE
A R
22. NONSTANDARD ITEMS EM PAVERS, IRRIGATION SYSTEMS. ETC.) DEPARTMENT THE RIGHT-O RTA I REQUIRE A RIGHTINA DEPV
ENCROACHMENT AGREEMENT WITH THE CHARLOTTE FCHARLO OF MAINTAINED
STREETS, RTHCON CARACT C NA DEPARTMENT 88
TRANSPORTATION BEFORE INSTALLATION. FOR CITY OF CHARLOTTE MART OFT HE DEVETS,CONTACTCOOTAT(]04)338-3888.
23. SIDEWALK WITHIN THE D BE HA THAT REQUIRES REPLACEMENT AS PART R THE DEVELOPMENT AND/OR STREET
IMPROVEMENTS SHOULD BE PHASED IN SUCH AWAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK REPAIRED AND REOPENED
FOR PUBLIC UBE WITHIN IT DAYS OF REMOVAL.
24. ANY WORK WITHIN THE USE PERMIT
RMITHATREQUIRESCLOSURE OFASIDEWALK ORTRAVEL LANE MUST BE APPROVEDBYCOOTAND
WILL REQUIRED ARAN USEPERMITS AND
LEASE DEPENDING UPON THE PROPOSED DURATION ST CLOSURE .THESEAPPROVALS
ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH COOT PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL CONTACT CLOT AT ACT COOT 62 AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FIR IMPACTS LESS THAN R DAYS.
CONTRACTOR SHALL CONTACT COOT AT 704 OVEM48AS BOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY
EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
25.RIGHTICCONTCLOSURE S LONGER THAN ODAYS REQUIRE ARANLEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL E A
TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGH SUBJECT AGREEMENT MAYBE DIFFERENT FROM THE
ONE REQUIRED DURING ESUBMITDEVELOPME OFTH EASE AANDGRE ARE MENTPOESS REVISIONS. THE REVISED TRAFFIC
CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF RAN
CLOSURES. CONTRACTOR IT CONTACT COOT AT G M RE TH48.
26. CONSTRUCTION STAGING (7N) 3 4348. N LASTING MORE THAN 30 0AV5 REQUIRES A RNJ LEASE AGREEMENT. CONTRACTOR
SHALL CONTACT COOT AT (ALF 338-8348.
27. DEVELOPER T CONTACT RTHI D PROJECT.
. COORDINATE
DURING SITE PLAN PREPARATION TO DISCUSS STREET LIGHTING
REQUIREMENTS, , ANV, LIGHTING
LAYS PROJECT. COORDINATE WITH DUKE ENERGY AND COOT AS NECESSARY TO DETERMINE
LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
28. PRIVATEDEVELOPMENT UTILITYRELOCATIONCOORDINATE -FORUTILITY COORDINATIONRELATED TO BOTH EXISITNG UTILITY
RELOCATION NEEDS AND PROPOSED UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, COOT ROW UTILITY
COORDINATIONLE 71MMEET-ME MAN OLE)RTRIST TO
PROVIDED V.
29. AJOINT MANHOLE (MEET -ME MANHOLE) IS TO BE PROVIDED C THE DEVELOPER TO PROPERTY
UT IALL UTILITY CITY
RIG TR
SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BELOCATED D PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-0E-WAY.
30. ALL ACCESSIBLE PARKING SPACES MEET VAN ACCESSIBLE STANDARDS.
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3. TOTAL SITE ACREAGE
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4. PROJECT SITE ACREAGE TO BE DEVELOPED
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-50, REAR YARD(ADJACENT TO SINGLE FAMILY) \ 1 \ CURRENT USE: VACANT
-4 REAR YARD (ADJACENT TO NON SINGLE FAMILY)
]. TOTAL RESIDENTIAL UNITS
-168 UNITS 13. VEHICLE PARKING
B. DENSITY PER ZONING: REQUIRED: 294 SPACES 1.75 SPACES PER DWELLING UNIT PER QAP
ALLOWED: UP TO 247 M13.60FAMILY RESIDENTIALCRE = 231 UNITS
PROVIDED: 294 TOTAL SPACES(1.75COUNT S PER SUBJECT
TO CHANGE
B
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M-39 UNITS FINAL PARKING COUNT SUBJECT TO CHANGE BASED O
R-9 MF ABLE PER PREVIOUS REZONING 8CON THE FINAL ENGINEERING
ALLOWABLE UNITS HAS ALREADY BEEN CONSTRUCTED = 0 25 ACCESSIBLE SPACES
-1: 1.15 ACRES X 0 UNITS/ACRE = 0 UNITS 17 HC SPACES FOR TYPE A (1 PER TYPE A UNIT)
PROVIDED: 168 UNITS/16.62 ACRES=10.10 UNITSIACRE 4 HC SPACES FOR TYPE B 2%OF TYPE B UNITS)
)
9. BUILDING HEIGHT 0HC SPACES FORD02SPACES=45PACE5
( )
MAXIMUM RALLOWTABLED: 3 ST )(A) O T + 1' FOR EVERY 2' FROM SETBACK AND 3 HC SPACES FOR DUMPSTERS
YARDS PER TABLE 9W06(3)(A) OF THE ZONING ORDINANCE. (ADJACENT TO 1 HC SPACE FOR CLUBHOUSE
MAX PROVIDED
460 WHEN ADJACENT VATINON S FORRESIDENTIAL EIGH USES LI ZONING) 14. BIKE PARKING
MAXPROVIDED: 46'-11'(REFER TO ELEVATIONS FOR HEIGHT COMPLIANCE) REQUIRED: N/A - LOW INCOME HOUSING
10. BUILT UPON ARE 15. SOLID WASTE
PROVIDED: 5.Sfi ACRES (242,132 SF) 33% REQUIRED: ONE 8 CU. YD. DUMPSTER PER 30 UNITS
11. NATURALAREA: PROVIDED: 188 UNITS I30 UNITS=6-B CU. YD. DUMPSTERS
REQUIRED: 10% OF SITE ACREAGE =0.1 x16.56=1.66 ACRES 16. RECYCLING
PROVIDED: 4.52 ACRES REQUIRED: 3 x 144 SF FOR 168 UNITS (432 SF)
12. TREESAVE: PROVIDED: 432 SF
REQUIRED: 2.49 ACRES 17. NOT ALL UTILITIES WILL BE UNDERGROUND
PROVIDED: 4.52 ACRES 18. ESTIMATED COMPLETION DATE
POTENTIAL TREE SAVE TO BE DETERMINED DURING FINAL DESIGN JANUARY 2022
MAr
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PARCEL: 126
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BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
LmdDesip-
223 NORTH GRAHAM STREET
CHARLOTTE, NC28202
704.333,0325
W W W.LANDDESIGN.COM
NC ENG. FIRM LICENSE # G0658
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4/20/2020
C-015 :*_
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE SUITE 100
LEXINGTON, KY 40511
I-D-Icn v6 1 1019183
REVISION / ISSUANCE
NO. DESCRIPTION DATE
1 LAND DEVELOPMENT 1..12.20
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY FJM
sc VERT: N/A
HOPI V=N'
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Sheet 4 of 5

4/20/2020

Milton Road Affordable
Attachments
April 21, 2021
CWS Project No. 2019-0121
Attachment C:
NCDEQ Water Quaility Certification (DWR # 20-0485)

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Mr. Zach Worsham
Winterwood Development, LLC
1390 Olivia Ln. Ste. 100
Lexington, Kentucky, 40511
NORTH CAROLINA
Environmental Quality
May 21, 2020
DW R# 20-0485
Mecklenburg County
Subject: APPROVAL of 401 Water Quality Certification with Additional Conditions
Milton Road Affordable
Dear Mr. Worsham:
You have our approval, in accordance with the General Certification and those
conditions listed below, for the purpose proposed in your application dated April 7, 2020, and
received by the Division of Water Resources (the Division) on April 15, 2020 and subsequent
information on May 18, 2020. After reviewing your application, we have determined that this
project is covered by Water Quality General Certification Number 4139 which can be viewed on
our web site at https://deg.nc.gov/about/divisions/water-resources/water-resources-
Permits/wastewater-branch/401-wetlands-buffer-permits/401-401-isolated-wetlands-waters-
program The General Certification allows you to use Nationwide Permit Number 29 once it is
issued to you by the U.S. Army Corps of Engineers (COE). Please note that you should get
any other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water
Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless
otherwise specified in the General Certification. It is advised that all conditions of the
Certification are reviewed prior to initiation of the project. In addition to the requirements of the
Certification, you must also comply with the following conditions:
This approval is only valid for the purpose and design that you described in your
application. If you change your project, you must notify us in writing, and you may be
required to send us a new application for a new Certification. If total wetland fills for this
project (now or in the future) exceed one acre, or of total impacts to streams (now or in
the future) exceed 300 linear feet, compensatory mitigation may be required. If the
property is sold, the new owner must be given a copy of the Certification and approval
letter; and is thereby responsible for complying with all conditions. 15A NCAC
02H .0506 and 15A NCAC 02H .0507
2. The Mooresville Regional Office shall be notified in writing once construction at the
approved impact areas has commenced. 15A NCAC 02H .0502 (e)
D E QUA North Carolina Department of Environmental Quality I Division of Water Resources
Mooresville Regional Office 1 610 East Center Avenue, Suite 301 1 Mooresville, North Carolina 28115
voH.�r..R::o:.�tiA
o•o•" •m" E""w"�"��a°•r` /� 704.663.1699

3. Approved Impacts:
Type of Impact
Amount Approved
Temporary Impact
Amount Approved
Permanent Impact
Stream
40 linear ft.
192 linear ft.
Wetland
0 acre
0 acre
4. Diversion Ditches and other storm water conveyances as related to the sediment and
erosion control measures shall be matted and/or stabilized to reduce sediment loss and
turbidity. This includes interior/exterior slopes of sediment basins. 15A NCAC 02H .0506
(b)(3) and (c)(3)
5. Bare/fill slopes in excess of 10 feet in height and within 50 feet of surface waters shall be
matted. 15A NCAC 02H .0506 (b)(3) and (c)(3)
6. Water Quality/Stormwater: Please provide documentation showing that water quality
from the development will not be impaired. A storm water management plan in lieu of
such documentation is acceptable if approved by a delegated or state authority. 15A
NCAC 2H .1000
7. Stormwater discharge structures at this site shall be constructed in a manner such that the
potential receiving streams (of the discharge) will not be impacted due to sediment
accumulations, scouring or erosion of the stream banks. 15A NCAC 02H .0506(b)(5)
8. Use of native vegetation and other soft stream bank stabilization techniques is
recommended where practicable instead of riprap or other bank hardening methods. If
riprap is necessary, it shall not be placed in the streambed, unless approved by DWR
9. During the construction of the project, no staging of equipment of any kind is permitted in
waters of the U.S., or protected riparian buffers. 15A NCAC 02H .0506(b)(3)
10. No rock, sand or other materials shall be dredged from the stream channel except where
authorized by this Certification. 15A NCAC 02H.0506(b)(3)
11. The permittee shall report to the Mooresville Regional Office any noncompliance with
this certification, any violation of stream or wetland standards [including but not limited to
sediment impacts, and any violation of state regulated riparian buffer rules. Information
shall be provided orally within 24 hours (or the next business day if a weekend or
holiday) from the time the applicant became aware of the circumstances. A written
submission shall also be provided within 5 business days of the time the applicant
becomes aware of the circumstances. The written submission shall contain a description
of the noncompliance, and its causes; the period of noncompliance, including exact
dates and times, if the noncompliance has not been corrected, the anticipated time
compliance is expected to continue; and steps taken or planned to reduce, eliminate,
and prevent reoccurrence of the noncompliance. The Division may waive the written
submission requirement on a case -by -case basis. 15A NCAC 02B .0200
12. The Permittee shall ensure that the final design drawings adhere to the permit and to the
permit drawings submitted for approval. 15A NCAC 02H .0507 (c) and 15A NCAC
02H .0506 (b)(2) and (c)(2)

13. Upon completion of the project, the applicant shall complete and return a "Certificate of
Completion" form to the 401/Wetlands Branch of the Division using the following link:
https://edocs.deq.nc.gov/Forms/Certificate-of-Completion. 15A NCAC 02H .0507(c)
This Certification can be contested as provided in Articles 3 and 4 of the General Statute
150B by filing a written petition for an administrative hearing to the Office of the Administrative
Hearings (hereby known as OAH). A petition form may be obtained from the OAH at
http://www.ncoah.com/or by calling the OAH Clerk's Office at [phone].
Within sixty (60) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any applicable
OAH filing fee is received in the OAH during normal office hours (Monday through Friday, 8:00
am to 5:00 pm, excluding state holidays).
The petitions may be faxed to the OAH at [phone], provided the original and one
(1) copy of the petition along with any applicable OAH filing fee is received by the OAH within
five (5) business days following the faxed transmission. Mailing address for the OAH:
If sending via US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx, etc.)
Office of Administrative Hearings
1711 New Hope Church Rd.
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served on DEQ as follows:
Mr. Bill Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
This letter completes the review by the Division under Section 401 of the Clean Water
Act. If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional
Office at 704-663-1699.
Sincerely,
Doc
`uS"ign'ed by:
Af-
for
F 165 F B12Q84A3...
Corey Basinger, Regional Supervisor
Water Quality Regional Operations Section
Mooresville Regional Office, DEQ
Attachment
cc: Army Corps of Engineers, Charlotte, email
Megan Bollero, CWS, [e-mail]
DWR 401 & Buffer Permitting Branch file
MRO, Land Quality

CERTIFICATE OF COMPLETION
NCDWR Project No.:
Applicant:
Project Name:
Date of Issuance of 401 Water Quality Certification:
Certificate of Completion
County:
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer
Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401
Wetland & Buffer Permitting Unit, North Carolina Division of Water Resources, 1617 Mail Service Center,
Raleigh, NC, 27699-1617. This form may be returned to NCDWR by the applicant, the applicant's
authorized agent, or the project engineer. It is not necessary to send certificates from all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature:
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed
to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer
Rules, the approved plans and specifications, and other supporting materials.
Signature:
Engineer's Certification
Partial Final
Date:
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of
the project for the Permittee hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved
plans and specifications, and other supporting materials.
Signature Registration No. Date

Milton Road Affordable
Attachments
April 21, 2021
CWS Project No. 2019-0121
Attachment D:
Original Impact Drawings

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1. CO ORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
2. ALL ROAD IMPROVEMENTS AT WESTERLY HILLS DRIVE ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING
DEPARTMENT PRIOR TO CONSTRUCTION.
3. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM# 50.05 (9- SIGNS ONLY)
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
5. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT
OFF SITE GRADING PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
]. IN OR DER TO ENSURE PROPER DRAINAGE KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
8. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR.
9. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY CITY ENGINEERING. ASSOCIATED
STORM DRAINAGE MAYALSO REQUIRE MODIFICATION BASED UPON FIELD CONDITIONS.
10. HIGH -DENSITY POLYETHYLENE (HOPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET
RIGHT-OF-WAY MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET
RIGHT-OF-WAY.
11. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL
REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
12. ANY BUILDING WITHIN THE 100+1 STORMWATER ELEVATION LINE IS SUBJECT TO THE RESTRICTION OF THE (CITY OF
CHARLOTTE�MECKLENBURG COUNTY) SUBDIVISION ORDINANCE, SECTION 7.200.8.
13. ANY CONSTRUCTION OR USE WITHIN THE FUTURE CONDITIONS FLOOD FRINGE LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED
BY THE FLOODWAY REGULATIONS OF THE CITY OF CHARLOTTE AND MECKLENBURG COUNTY.
14. ALL OPENINGS E.G. DOORS WINDOWS VENTS IN STRUCTURES SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE THE
ADJACENT FINISHED GROUND SURFACE (APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT
CONSIDERED IN THE 1.WIN FLOOD ANALYSIS)
15. "A SEALED SHOP DRAWINGS FOR RETAINING WALL MUST BE SUBMITTED L CITY ENGINEER PRIOR TO CONSTRUCTION.
16. TO BUILT' DRAWINGB AND PLANS OF THE STORM DRAINAGE SYSTEM. INCLUDING DESIGNED DITCHES, MUST BEE CITY/COUNTY
PRIOR
TO SUBDIVISION FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY
SUBDIVISION ORDINANCE.
17. PRIOR CO SURVEYOR SEALED AB -BUILT DRAWINGB OF ALL WATER QUALITY BMP'S AND DETENTION SYSTEMS MUST BE
PROVIDED.
18. PRIORTO PLAT RESOF THE-TOFF-OFFSITE
OFFSITE RNJANDIOR CONSTRUCTION EASEMENTS ARE REQUIRED TO TI OBTAINED ACCORDING
TO THE ON THE
ACQUISITION PROCESS'. THESE NEEDED RNJ AND CONSTRUCTION LIMITS ARE CLEARLY
SHOWN TI THE ROADWAY IMPROVEMENT PLAN.
19. PER SECTION REQUIRED
E OF CITY CODE AND SECTION POST
OF CITY'S POST CONSTRUCTION CONTROLS ADMINISTRATIVE
MANUAL, ALL REQUIRED NATURAL AREAS ANDIO F POST CONSTRUCTION CONTROLS EASEMENTS (PCCES) MUST BE RECORDED
PRIOR V THE ISSUANCE OFTHE CERTIFICATEOFOCCUPANCY.
20. THE DEVELOPER SHALLTRAFFIC
SI NALTHE CHARLOTTE DEPARTMENT OFTDAYS WILSPORTATIONL
REQUIRGUS ED
COORD7�3INATE
A IDENTIFY
A CONFLICTS WITH TRAFFIC SIVUE FOR ALL ELATE RELOCATION
ION C WILL BE REQUIRED RO COORDINATE RELOCATION.
DEVELOPER SHALL BE RESPONSIVLE FOR ALL RELATED RELOCATION COST ANDIOR AST REPAIR COST CAUSED BY THE
CONTIFI O NANDLOPER.
21. CERTIFICATION AND STREET CUT PERMITS ARE REQUIRED FOR UTILITY CUTS RT CITY STREETS. ALLOW ]DAYS PROCESSING FOR
PERMIT. FOR INFORMATION CONTACT CHARLOTTE DEPARTMENTST TRANSPORTATION E] HOMEHTMI OR VISIT
HON-WAND.CHARMECK.ORAVERS, IRRIGATSffION
SYSTEMS,EC.)STREET+MAINTENANCEEQUIR AR
22. NON-STANDARD ITEMS EUE:M PAVERS, IRRIGATION SYSTEMS, ETC.) N THE RIGHT-OF-WAYRTI REQUIRE A RIGHT-OF-WAY DE V
ENCROACHMENT AGREEMENTWITH THE CHARLOTTE DEPARTMENTOFTRTAINED STREETS,
CONTACT
NADEPARTMENT 88
TRANSPORTATION BEFORE INSTALLATION. FOR ICITYOF REPLACEMENT
PART OFT HE DEVELOPMENTACTCOOTAT(]04)338-3888.
23. SIDEWALK WITHIN THE DBE PHASED
REQUIRESREPLACEMENT AS PART AND/OR REPAIRED
IMPROVEMENTS SHOULD BE PHASED IN SUCH A WAY AS TO MINIMIZE THE DURATION OF THE SIDEWALK REPAIRED AND REOPENED
FOR PUBLIC USE WITHIN IT 'S F OF REMOVAL.
24. ANY WORK WITHIN THE USE
RMITHATREQUIRESCLOSURE OFASIDEWALK ORTRAVEL LANE MUST BE APPROVEDBYCOOTAND
WILL RARE
QUIREDADDITION
ARNJEA PERMIT OR RMSAND LEASESHOULD
DEPENDING BE
NATED HE WITHCDO PRIOR TOCED DURATION T CLOSURE THESE
ARE IN ADDITION TO SITE APPROVALS AND SHOULD BE COORDINATED WITH COOT PRIOR TO CONSTRUCTION. CONTRACTOR
SHALL CONTACT CLOT AT ACT COOT 62 AT LEAST 5 BUSINESS DAYS PRIOR TO BEGINNING WORK FIR IMPACTS LESS THAN R DAYS.
CONTRACTOR SHALL CONTACT COOT AT 704 336EMENAS SOON AS POSSIBLE FOR IMPACTS GREATER THAN 30 DAYS. EVERY
EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO DRIVERS AND PEDESTRIANS.
25.RIGHTICCONTCLOSURE S LONGER THAN ODAYS REQUIREARANLEASE AGREEMENT WHICH WILL INCLUDE THE SUBMITTAL E A
TRAFFIC CONTROL PLAN. TRAFFIC CONTROL PLANS REQUIRED THROUGHS LEASE AGREEMENT MAY BE DIFFERENT FROM THE
CONE ONTROL
REQUIRED DURING MUST E SUBMIT DEVELOPMENT PLAN REVIEWSAANDGREEMENT
ARE MENT PROCESS
REVISIONS. THE REVISED TRAFFIC
CONTROL PLANS MUST BE SUBMITTED AS PART OF THE LEASE AGREEMENT PROCESS FOR APPROVAL PRIOR TO START OF RAV
CLOSURES. CONTRACTOR TOIT CONTACT R I-ASTI (] MORE THAN
26. CONSTRUCTION STAGING (704) 3 CITY RNJ LASTING MORE THAN 30 0AV5 REQUIRES A RNJ LEASE AGREEMENT. CONTRACTOR
SHALL CONTACT COOT AT (ALF 338-8348.
27. DEVELOPER T CONTACT RTHI D PROJECT.
. COORDINATE
DURING SITE PLAN PREPARATION TO DISCUSS STREET LIGHTING
REQUIREMENTS, , ANV, LIGHTING
LAYS PROJECT. COORDINATE WITH DUKE ENERGY AND COOT AS NECESSARY TO DETERMINE
LIGHTING LEVELS, LIGHTING LAYOUT AND REQUIREMENTS FOR INSTALLATION.
28. PRIVATEDEVELOPMENT UTILITYRELOCATIONCOORDINATE -FORUTILITY COORDINATION RELATED TO BOTH EXISITNG UTILITY
RELOCATION NEEDS AND PROPOSED UTILITY INSTALLATIONS, PLEASE CONTACT RALPH TRUITT, COOT ROW UTILITY
COORDINATION LE (MEET -ME
OLE)ISRTRUITTTCHARROVIDED V.
29. AJOINT MANHOLE(MEET- J MANHOLE)ISTOBEPROVIDEDBY CTHE DEVELOPER TO PROPERTY
UTIALL UTILITYTELECOMS
SERVICE PROVIDERS. THE JOINT USE MANHOLE SHALL BELOCATED D PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY.
M. ALL ACCESSIBLE PARKING SPACES MEET VAN ACCESSIBLE STANDARDS.
/ WF \ /
DAVID LUTHER WILLIAMS \ /
8 KAREN B WILLIAMS
DEEDBK27564PG 202
PARCEL 0999920
ZONING: I-1, -1
- � CURRENT USE: VACANT \
r-----1------------------------f-- -
1 1 SHEET C-3.2 / C-3.4 1
1 1 1
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1
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N/F
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DEVELOPMENT SUMMARY: @'!y 'PjL � SHRIL11 E CALOE DEED
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1. TAX PARCEL NUMBER PARCEL 09921115
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2. SITE JURISDICTION
I CURRENT USE: RESIDENTIAL I
-CITY OF CHARLOTTE
3. TOTAL SITE ACREAGE
-t 16.56 ACRES I
4, PROJECT SITE ACTO BE DEVELOPED
-t 16.67 ACRES oil
I5. EXISTING ZONING & USES N/F
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-50, REAR YARD (ADJACENT TO SINGLE FAMILY) \ 1 \ CURRENT USE: VACANT
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]. TOTAL RESIDENTIAL UNITS
- UNITS 13. VEHICLE PARKING
PER
B. DENSITY ALLOWS ZONING REQUIRED: 2N SPACES AC SPACES PER SPACES PER DWELLING
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ALLOWED: UP TO 24] M13.60FAMILY RESIDENTIA CRE = 231 UNITTS PROVIDED: 294 TOTAL SPACES 1. COUNTPER DWELLIN CHANGE
B
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=239 UNITS FINAL PARKING COUNT SUBJECT TO CHANGE BASED O
R-9 ME
ABLE PER PREVIOUS REZONING 8CON THE FINAL ENGINEERING
ALLOWABLE UNITS HAS ALREADY BEEN CONSTRUCTED = 0 25 ACCESSIBLE SPACES
I-1: 1.15 ACRES X 0 UNITS/ACRE = 0 UNITS 17 HC SPACES FOR TYPE A (1 PER TYPE A UNIT)
PROVIDED: 168 UNITS/16.62 ACRES =10.10 UNITSIACRE 4 HC SPACES FOR TYPE B 2% OF TYPE B UNITS)
)
9. BUILDING HEIGHT 0HC SPACES FORD 02 SPACES =4 SPACES
MAXIMUMALLOWED'
TABLED:3ST)(A) O T+1'FOREVERY2'FROMSETBACKAND 3 HC SPACESFORDUMPSTERS
YARDS PER TABLE 9W06(3)(A) OF THE ZONING ORDINANCE. (ADJACENT TO 1 HC SPACE FOR CLUBHOUSE
MAXPROVIDED:4W-WHENADJACENTTO VATINRESIDENTIALS FOREIGN USESLI ZONING) 14. BIKE PARKING
MAXPROVIDED: 46'-11'(REFER TO ELEVATIONS FOR HEIGHT COMPLIANCE) REQUIRED: N/A -LOW INCOME HOUSING
10. BUILT UPON AREA 15. SOLID WASTE
PROVIDED: 5.58 ACRES (242,132SF)33% REQUIRED: ONE 8ITS VD. UNITS= -PER 30UNITS
11. NATURAL AREA: PROVIDED: 188 UNITS I30 UNITS=6-B CU. YD. DUMPSTERS
REQUIRED:10E ACREAGE=0.1x16.56=1.68 ACRES 16. RECYCLING
PROVIDED: 4.52 ACRESACRES REQUIRED: 3 z 144 SF FOR 168 UNITS (432 SF)
12. TREE SAVE: PROVIDED: 432WILL BE
REWIRED: 4.52 ACRES 18. ENOT STIMATED
UTILITIESSETION UNDERGROUND
PROVIDED: TREE
ACRES 18. ESTIMATEDUARY 2022 DATE
POTENTIAL TREE SAVE TO BE DETERMINED DURING FINAL DESIGN JANUARV 2022
MAr
-
WF
proposed impacts
ED BK 32MARTIN
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DEED BK M329 PG 923
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/ PARCEL: 009920127
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0
I
BUILDING
INFORMATION
BLDG TYPE
I BLDG TYPE
I OLM BUILDING
CONSTRUCTION TYPE
&A
&A
5-B
USE GROUP
R-2
R-2
A-3B
MAX HEIGHT
45'-3-
46'-11-
2M'
SPRINKLER SYSTEM
NFPA I3R
NFPA I3R
NONE
WE UNIT TYPE TABULATION
A&M INVESTMENTS OF THE
CAROLINASLLC GREAT WAGON RD UNITMUDG# 1 2 3 TOTAL
DEED BK 26486 PG 553 50, PUBLIC RIW 1 12 12 24 BEDROOM TABULATION
PARCEL: 09920126 2 12 12 24 # OF BEDROOMS TOTAL % OF TOTAL
ZONING: R-3
3 12 12 24 1 CURRENT USE: RESIDENTIAL 8 6%
4 1212 24 2 38 21.4%
5 12 12 24 3 84 50.0%
I 6 12 12 24 188 100%
] 12 12 24
1 \\/\\ TOTALS 48 36 84 186
LEGEND
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MARVIN PONDS & ROCHELLE PONDS _ - -
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DEED BK 16575 PG 820
PARCEL: R-312 G: EX. FENCE -x x-
ZONING: 20
CURRENT USE: RESIDENTIAL
NOTE:
N 1. BASE MAP DATA FROM SURVEY PROVIDED BY R.B. PHARR DATED
O
OCTOBER 22 2019 AND SUPPLEMENTED WITH CITY OF CHARLOTTE
PLANAMETRICS GIS TOPO AND PARCEL DATA.
o E
O
BEFORE YOU DIGI
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
ImODesig -
223 NORTH GRAHAM STREET
CHARLOTTE, NO 28202
704.333,0325
W W W.LANDDESIGN.COM
NO ENS. FIRM LICENSE # C-0658
FAIL
03]]]3
4/20/2020
C-015 :*_
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
1390 OLIVIA LANE SUITE 100
LEXINGTON, KY 40511
-DDEscN P-.1 1019183
REVISION / ISSUANCE
NO. DESCRIPTION DATE
1 LAND DEVELOPMENT 4M112020
DESIGNEDBY: RS
DRAWN BY: RS
CHECKED BY FJM
sc VERT: N/A
HOPI V=N'
OVERALL LAYOUT &
MATERIAL PLAN
s6E���NaE6 C-3.0

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Impact No. S3
-25Ifof
permanent fill
Culvert
\\ �' extension)
\\ 60" RCP INV. IN: 741.50 (PROP. S
741
749 /
25 LF OF 60" RCP @ 3.00%
PROP. STMH (REPLACE EX. HW) I I III \
RIM: 755.50
60" INV. IN: 744.91 (EX. HW)
60" INV. OUT: 742.24 (HW-3) I\ I I I I I r\
81 LF OF EX. 60" RCP @ 0.20% \
Impact No. S4
-20 If temporary
disturbance (Dewatering
system; 10 If both
upstream and
downstream)
-See sheet 5 for details
75114
° p
0
EX. .
� HW
\ \ J 60" RCP INV. OUT: 745.07 (HW-2) \
10' 0' 10' 20' 40'
SCALE: I" = 20'
LLJ
JM
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Sheet 4 of 5

ENERGY DISSIPATION
►~ FLOW
IMPERVIOUS DIKE
PROJECT
❑EWATERING DEVICE
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
DISCHARGE HOSE
SUCTION HOSE
f- FLD
TOP OF BANK
WORK AREA
NOT TO SCALE
BYPASS PU
v
PING

Milton Road Affordable
Attachments
April 21, 2021
CWS Project No. 2019-0121
Attachment E:
Culvert Replacement Details

L,.ndDe%,,rn-
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
■
�� SS ■ � � � � ` \ \\ �� � \ I I ' � 'sue \ /
755
�sd
756
752
55
ol
Po
N \ /
PROP. CLEANOUT (TYP.)
PROP. 8" HDPE PIPE,
CONTRACTOR TO
INSTALL MIN. 2' OF
COVER AND MIN.
SLOPE OF 1% (TYP.) \
I
I
/ I /
I /
r /PROP. STORM DRAINAGE,
REFER
TO C-6.2 (TYP.) /
/
/
/
/
/
STORM DRAINAGE NOTES:
1. REFER TO SHEET C-1.0 FOR STORM DRAINAGE DEMOLITION AND
UTILITY DEMOLITION INFORMATION.
2. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL
LOCATION AND SIZE OF EXISTING UTILITY AND/OR STORM DRAINAGE
CROSSINGS PRIOR TO INSTALLATION OF PROPOSED STORM
DRAINAGE SYSTEMS.
3. CONTRACTOR TO COORDINATE WITH CITY OF CHARLOTTE
REGARDING TEMPORARY OR PERMANENT WATER METER AND
SERVICE RELOCATIONS.
4. ALL UTILITY COORDINATION TO TAKE PLACE THROUGH THE CITY OF
CHARLOTTE UTILITY COORDINATOR.
5. PIPE DIMENSIONS AND SLOPES ARE MEASURED TO CENTERLINE OF
STRUCTURES.
6. ALL STORM DRAINAGE PIPE TO BE CLASS III RCP UNLESS OTHERWISE
NOTED.
7. ALL PIPING TO BE INSTALLED PER NCDOT #300.01 - METHOD OF PIPE
INSTALLATION.
8. CONTRACTOR TO SUBMIT STRUCTURAL DESIGNED SHOP DRAWINGS
FOR ALL STRUCTURES EXCEEDING A DEPTH OF TWELEVE FEET (12')
FROM TOP OF BOTTOM SLAB TO TOP ELEVATION PER 2012 NCDOT
STANDARDS AND SPECIFICATIONS.
9. CONTRACTOR TO MAINTAIN FIVE FEET (5') SEPARATION FROM UTILITY
POLES WITH ALL EXCAVATION.
10. CONTRACTOR TO CONFIRM IF ANY PRIVATE DRAINS CONNECT TO
EXISTING STORM DRAINAGE SYSTEM PRIOR TO DEMOLITION.
11. CONTRACTOR TO PROTECT IN PLACE ALL EXISTING UTILITY SET TO
REMAIN DURING CONSTRUCTION OF STORM DRAINAGE SYSTEMS.
BEFORE YOU DIG!
/ CALL 1-800-632-4949
/ N-C. ONE -CALL CENTER
IT'S THE LAW!
KEY MAP
SEAL
CA
EAL -
- 037773 -
7/27/2020
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
7156 BARRINGTON DRIVE
CHARLOTTE, NC
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
0
LAND DEVELOPMENT
5/18/2020
1
NCFHA SUBMISSION
6/23/2020
2
LAND DEVELOPMENT
7/10/2020
3
LAND DEVELOPMENT
7/27/2020
DESIGNED BY: RS
DRAWN BY: RS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
HORZ: 1 "=30'
0 15, 30' 60'
SHEET TITLE
STORM MANIFOLD SYSTEM
7/27/2020 12:41 PM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CD SHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"
SHEET NUMBER
C-6.4

\ /
I
PROP. CB-30
18MI INV. 747.65 (PROP. CB-29)
/ ' \ PROP. HW
RIM: 755.00
60" INV, OUT: 744.07 (PROP. HW-38)
STREAM BED INV. OUT:\07 I I I / /
[27�97 LF OF 18" RCP @ 1.00%
1 I
X x x x x x x � /� / x x x x �- \ 1' I i X X/ / X x X x� X i�
\
PROP. V HIGH CONCRETE SILL AT UPSTREAM AND DOWNSTREAM INVERTS
OF PROP. 60" RCP
BEFORE YQU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
LandDesign.
223 NORTH GRAHAM STREET
CHARLOTTE, NC 28202
704.333.0325
WWW.LANDDESIGN.COM
NC ENG. FIRM LICENSE # C-0658
KEY MAP
SEAL 10
Es
EAL
037773
0311912021
PROJECT
BARRINGTON
AFFORDABLE
APARTMENTS
WINTERWOOD DEVELOPMENT, LLC
7156 BARRINGTON DRIVE
CHARLOTTE, NC
LANDDESIGN PROJ.#
1019183
REVISION / ISSUANCE
NO.
DESCRIPTION
DATE
0
LAND DEVELOPMENT
5/18/2020
1
NCFHA SUBMISSION
6/23/2020
2
LAND DEVELOPMENT
7/10/2020
3
LAND DEVELOPMENT
7/27/2020
4
FOR CONSTRUCTION
8/26/2020
5
NCHFA REVISIONS
02/01/2021
6
NCHFA REVISIONS
03/16/2021
DESIGNED BY: IRS
DRAWN BY: IRS
CHECKED BY: FJM
SCALE NORTH
VERT: N/A
H O RZ: 1 "=10'
0 5' 10, 20'
SHEET TITLE
REVISED STORM PIPE
4/14/2021 9:54 AM DAPHNE BRICE Z:\TEMPLATES\SHEETS\CDSHEETS\CIVIL\SHEET-24X36.DWT ORIGINAL SHEET SIZE: 24" X 36"
SHEET NUMBER
BD-1