20210932 Ver 1_USACE Permit_20220520

Strickland, Bev
From: Phillips, George L CIV USARMY CESAW (USA) <[e-mail]>
Sent: Friday, May 20, 2022 9:53 AM
To: [e-mail]; [e-mail]
Cc: Cohn, Colleen M; Williams, Kelly; Kim Browning
Subject: [External] McLaurin Farm Subdivision / Fuquay-Varina / Wake County /
SAW-2019-00984 / NWP 29 Verification
Attachments: SAW-2019-00984-NWP 29 Verification.pdf; NWP29.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Mr. Clark and Mr. Harrell,
Please see the attached nationwide permit verification and MRTF for the above referenced project. A hard copy will not
be mailed. Please note that the work is authorized by the above referenced permit provided it is accomplished in strict
accordance with the permit conditions and the submitted plans. Any violation of the conditions or deviation from the
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action.
Please let me know if you have any questions/concerns regarding this verification, or any of the conditions of the permit.
Lyle Phillips
Regulatory Specialist
US Army Corps of Engineers
CE-SAW-RG-R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 25.
Fax: [phone]
Email: [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at https://regulatory.ops.usace.army.mil/customer-service-survey/ . Thank you for taking the time to visit this
site and complete the survey.
1

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2019-00984 County:Wake U.S.G.S.Quad:NC-Fuquay-Varina
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Clayton Properties Group,Inc.
TRDG Mungo Homes
Brett Clark
Address: 5000 Clayton Road
Maryville,TN 37805
Size(acres) -78 acres Nearest Town Fuquay-Varina
Nearest Waterway UT to Buckhorn Creek River Basin Cape Fear
USGS HUC 03030004 Coordinates Latitude:35.582225
Longitude:-78.861612
Location description:The project is north of Burt Road,south of Duncan Cook Road,East of Buckhorn Duncan Road and
West of Oak Village Way in Fuquay-Varina,Wake County,North Carolina.
Description of projects area and activity:This verification authorizes the permanent discharge of fill material within 0.352 acre
of wetland and the temporary discharge of fill material within 0.059 acre of wetland.
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 attached
Conditions,your application signed and dated 1/28/2022,the ensuing administrative record and the enclosed plans.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 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 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 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.
For activities 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(252)808-2808.
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 George Lyle Phillips III at(919)554-4884 X25 or [e-mail].
Corps Regulatory Official: j J tit Date:05/20/2022
Expiration Date of Verification: 3/14/2026

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/cmapex/f?p=136:4:0
Copy furnished: Colleen Cohn—NCDEQ-DWR—3800 Barrett Drive,Raleigh,NC 27609
Kelly Williams—NCDEQ-DMS—217 West Jones Street,Raleigh,NC 27699
Kimberly Browning—USACE—3331 Heritage Trade Drive,Suite 105,Wake Forest,NC 27587

SAW-2019-00984
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-2019-00984 County: Wake
Permittee: Clayton Properties Group, Inc., Brett Clark
Project Name: McLaurin Farm Subdivision
Date Verification Issued: 05/20/2022
Project Manager: George Lyle Phillips III
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: George Lyle Phillips III
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

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Clayton Properties Group, Inc., Brett Clark Action ID: SAW-2019-00984
Project Name: McLaurin Farm Subdivision County:Wake
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 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/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 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 for the 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 Riverine Riparian Non-Riverine Non-Riparian Coastal
0.352
*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:03030004,Cape Fear River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm Cool Cold Riparian Riverine Riparian Non-Riverine Non-Riparian Coastal
0.704
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:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Version 10 June 2020 updated

CESAW-RG (File Number, SAW-2019-00984)
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District 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 District 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. 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 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 District
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 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 may be applied,as per current District guidance
and a new version of this form must be completed and included in the District 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 5/5/2022 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 Page 1. Once
signed, 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 [e-mail]).
Questions regarding this form or any of the permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: George Lyle Phillips Ill
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]
je- os/2o/2022
USACE Project Manager Signature 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.

LEGEND
NOTES
OPEN SPACE DATA
STREET DATA
OHW
SD
FHS
OHW
SD
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. STREAM
EX. STREAM BUFFER
EX. FENCE
EX. OVERHEAD ELECTRIC LINE
EX. STORM SEWER
EX. FLOOD HAZARD SOILS
EX. WETLAND
EX. HERITAGE TREE
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. SETBACK LINE
PROP. EASEMENT
PROP. OPEN SPACE
SUMMARY INFORMATION
DEVELOPMENT NAME: McLAURIN FARM SUBDIVISION
SITE ADDRESS: 6532 & 0 BURT ROAD
PIN NUMBER(S): 0646-16-1898 & 0646-06-2211
TOTAL AREA: 80.95 AC
LESS BURT ROAD R/W DEDICATION: 0.85 AC
LESS ROAD R/W: 8.19 AC
LESS OPEN SPACE AREA: 25.26 AC (31.5 %)
NET LOT AREA: 46.53 AC
EXISTING USE: SINGLE-FAMILY & AGRICULTURE
PROPOSED USE: SINGLE-FAMILY RESIDENTIAL
SUBDIVISION
JURISDICTION: FUQUAY-VARINA
CURRENT ZONING DISTRICT: RA-CZD
PROPOSED UNITS: 62
PROPOSED DENSITY: 0.77 UNITS/ACRE
AVERAGE LOT AREA: 32,500 SF
MIN. LOT AREA: 25,000 SF
MIN. LOT AREA REQUIRED: 20,000 SQ FT
MIN. LOT WIDTH: 90'
SETBACKS:
FRONT: 35'
SIDE: 15'
REAR: 30'
CORNER: 25'
MAX. IMPERVIOUS PER LOT: 6,000 SF
PROP. ROAD/MAIL KIOSK IMPERVIOUS AREA: 187,495 SF
PROP. SIDEWALK IMPERVIOUS AREA: 32,295 SF
PROP. IMPERVIOUS AREA IN LOTS: 372,000 SF
PROP. MULTI -USE PATH: 12,023 SF
PROP. BURT ROAD WIDENING: 8,936 SF
TOTAL PROP. IMPERVIOUS AREA: 612,749 SF (14.07 AC), OR
17.4%
LINEAR FOOTAGE OF ROADS: 7,011 LF
OWNERS:
MAYBELL & LARRY McLAURIN; WINFRED MAYBELLE LLC
6028 BURT ROAD
FUQUAY-VARINA, NC 27526
DEVELOPER:
CAPITAL LAND, LLC
602 HOLDEN ST
RALEIGH, NC 27604
321.239.9250
ENGINEER:
FLM ENGINEERING, INC.
PO BOX 91727
RALEIGH, NC 27675
919.423.8975
N/F
JOHN F. BUKI
D.B. 14545, PAGE 2092
B.M. 1962, PAGE 76
PIN# 0636.02-77-0162
AGRICULTURE & FARMING
ZONED R-80
20' LANDSCAPE
BUFFER
TOWN OF
FUQUAY-VARINA
COMMUNICATIONS POLE
iW
O,
011
PROP. ROAD
WIDENING (15'
LANE & STD. 30" \
CURB & GUTTER)
1. BOUNDARY PROVIDED BY CAWTHORNE, MOSS & PANCIERA, PC ON APRIL 2,
2019.
2. CONTOURS SHOWN PER WAKE COUNTY GIS DATA.
3. FLOOD HAZARD SOILS SCALED PER WAKE COUNTY GIS DATA.
4. SUITABLE SOILS SHOWN ARE PER REPORT BY CENTRAL CAROLINA SOIL
CONSULTING, PLLC, DATED SEPTEMBER 26, 2018.
5. WETLANDS AND STREAMS SHOWN DELINEATED BY CAROLINA ECOSYSTEMS,
INC.
6. THERE ARE NO FLOOD PRONE AREAS PRESENT PER FEMA FIRM PANEL NO.
3720062600K EFFECTIVE FEBRUARY 2, 2007 & 3720064600J EFFECTIVE
OCTOBER 3, 2006.
7. HERITAGE TREES SHOWN WITHIN PERIMETER BUFFER, PER TREE EVALUATION
BY S&EC, PA, DATED OCTOBER 3, 2019.
8. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY AN *
(ASTERISK) THE BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE
PERMIT FROM FUQUAY-VARINA. THE BUILDER'S ENGINEER, ARCHITECT AND/OR
SURVEYOR (AS APPROPRIATE) MUST CERTIFY ON ANY PERMIT THAT ALL
FLOOD HAZARD REQUIREMENTS ARE MET.
9. NO PORTION OF THIS PROPERTY LIES WITHIN A FEMA DESIGNATED 100-YEAR
FLOOD HAZARD AREA PER FEMA FIRM PANEL 3720078200J DATED MAY 2, 2006.
10. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT
LEAST 48 HOURS PRIOR TO BEGINNING WORK.
END OF ROAD
MARKER
0
37,775 SF
0.87 AC
201'-
11' PUBLIC
SIDEWALK ESMT
20' LANDSCAPE
BUFFER
0
CSICDyZ�Cn
G13
,2
PROP. 5'X25'X4"-THICK
I CONCRETE PAD FOR MAIL
KIOSK (SUBJECT TO
CHANGE BASED ON
SELECTED KIOSK)
SLOPES TO BE
MAXIMUM 2% IN ALL
DIRECTIONS WITHIN
ADA STALL AND
ACCESSIBLE AISLE
INSTALL ADA VAN
ACCESSIBLE SIGN
(R7-8 AND R7-8a)
L
R 15'
5' SIDEWALK
FLUSH WITH
PAVEMENT
24'
COBBLER VIEW WAY
R 15'
r
L
1
PROP. VARIABLE
WIDTH MAIL
KIOSK ESMT
33,783 SF
0.78 AC
•
13•
1C) EX. HERITAGE
TREE TO REMAIN
20' LANDSCAPE
BUFFER
20' PRIVATE
DRAINAGE ESMT
0
30,033 SF
0.69 AC
83�
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
THE CONTRACTOR SHALL FIELD VERIFY DEPTHS AND LOCATIONS OF ALL
UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHEN
OPERATING AROUND EXISTING UTILITIES.
THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF
ALL UTILITIES WITHIN THE PROJECT EXTENT. UNDERGROUND UTILITY
LOCATIONS, IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST AVAILABLE
INFORMATION AND SHOULD BE CONSIDERED ONLY AS APPROXIMATE. WHERE
CONFLICTS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR
TO BEGINNING CONSTRUCTION.
ALL STREETS SHALL BE PUBLIC.
MAXIMUM IMPERVIOUS SURFACE AREA ON EACH LOT WILL BE STRINGENTLY
ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY.
ALL LOTS SHALL HAVE FUQUAY-VARINA/HARNETT COUNTY WATER AND
INDIVIDUAL SEPTIC SYSTEMS.
ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
FUQUAY-VARINA AND NCDOT STANDARDS AND SPECIFICATIONS.
DEDICATED OPEN SPACE AREAS WILL BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION.
10'x70' SIGHT TRIANGLES REQUIRED AT ALL INTERSECTIONS.
ALL STORM SEWER 18" AND LARGER SHALL HAVE FLARED END SECTIONS.
HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR POST -DEVELOPMENT
POND MAINTENANCE AND COMPLIANCE WITH ANY FUTURE CHANGE TO
HAZARD CLASSIFICATION OF THE EXISTING PONDS.
N/F
JOYCE A. VINCI
& ANGELO S. VINCI
D.B. 4049, PAGE 245
B.M. 19872, PAGE 792
PIN# 0646.01-08-7028
AGRICULTURE & FARMING
ZONED R-30
OPEN SPACE 1
243,346 SQ FT
5.59 ACRES
////
EX. POND
10
33,842 SF
0.78 AC
- - R205'
� J
10' x 70' SIGHT •
TRIANGLE (TYP.)
/
30,125 SF /
0.69 AC /
//
/
30' x 30' SIGN
ESMT (TYP.)
6pseRT RO
PUBS/c4
248'
/
/
/ 51,567 SF
TEMPORARY
TURNAROUND
& ESMT
END OF ROAD
MARKER
13
45,142 SF
1.04 AC
1.18 AC
/P// 30,518 SF
0.70 AC /
/ /^/
/ /
6\ 30,147 SF
AC
I'V s \
15'TYPE C
LANDSCAPE
BUFFER
5' RIGHT-OF-WAY
DEDICATION
10' MULTI -USE PATH
PROP. ROAD WIDENING
(15' LANE & STD. 30"
CURB & GUTTER)
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
N/F
MICHAEL R. RHODES &
ANGELA E. RHODES
D.B. 11572, PAGE 2152
PIN# 0646.01-05-9713
SINGLE FAMILY
ZONED R-30
146
APPROXIMATE
LOCATION OF EX.
FLOOD HAZARD
SOILS (TYP.)
EX. HERITAGE
TREE TO REMAIN
EX. WETLAND (TYP.) I
20' PRIVATE
DRAINAGE ESMT
32,126 SF
0.74 AC
207'
OPEN SPACE 2
414,837 SQ FT
9.52 ACRES
EX. HERITAGE
TREE TO REMAIN
34,811 SF
0.80 AC
//
20' PRIVATE
DRAINAGE ESMT
EX. STREAM (TYP.)
11
SIDEWALK ESMT
MINIMUM REQUIRED OPEN SPACE: 10%
TOTAL OPEN SPACE PROVIDED: 25.26 AC (31.5%)
OPEN SPACE 1: 5.59 AC
OPEN SPACE 2: 9.52 AC
OPEN SPACE 3: 2.26 AC
OPEN SPACE 4: 0.54 AC
OPEN SPACE 5: 1.15 AC
OPEN SPACE 6: 5.15 AC
OPEN SPACE 7: 1.05 AC
EX. WETLAND (TYP.)
\ \l 28
\\ 32,313 SF
y\\ �\ 0.74 AC
)\
R40'
27 I
32,313 SF 1
0.74 AC
COBBLER IEW WAY
_ �/4�- , -
PROP. MAIL
KIOSK
I (SEE INSET A, THIS SHEET)
N/F
SUSAN M. COPE &
CHARLES V. COPE
D.B. 11245, PAGE 2405
PIN# 0646.01-15-0638
SINGLE FAMILY
ZONED R-30
N/F
NELSON E. BENNETT
D.B. 1386, PAGE 255
PIN# 0646.01-15-1643
SINGLE FAMILY
ZONED R-30
/
/
•
\ •
\\
\
0,468 SI'
Q.70 AC \
\\\ \
1 1
89
1.
4'
- %S8\
\ \
/ \ \
OPEN SPACE 4
23,378 SQ FT
' 0.54 ACRES
•
•
\
e- \\ 30,178 SF //
\ 0.69 AC /
w, \ / /
/ �..
\
\
•
20 \
\ 27,860 SF\
\0.64 AC \
1 I
129'
33,761 SF
- 0.78 AC 1
2S6
PUBLIC
I b,•���' •98-EN,287 SPACESQFT 3/R205'
7
J /,
PROP. MAIL KIOSK Jr EX. POND 2.26 ACRES /.
TEMPORARY _����
TURNAROUND
& ESMT
EX. POND
/
N/F
JAMMY S. MASON
& SHARON P. MASON
D.B. 8612, PAGE 2274
B.M. 2000, PAGE 1250
PIN# 0646.01-15-5429
VACANT
ZONED R-30
/
/
30,000 SF
0.69 AC
30,000 SF
0.69 AC
�D
co
r
m
O
N/F
SHARON PEARCE MASON
D.B. 8772, PAGE 215
B.M. 2000, PAGE 1250
PIN# 0646.01-15-5429
SINGLE FAMILY
ZONED R-30
MEADOW WALK DRIVE: 1,181 LF
BERKELEY TOWN LANE: 1,139 LF
COBBLER VIEW WAY: 2,245 LF
STABLE VALLEY DRIVE: 235 LF
TINWOOD DRIVE (EXTENSION): 241 LF
DUBLIN CREEK DRIVE: 1,782 LF
CORNVIEW COURT: 188 LF
*TYPICAL STREET SECTION SHOWN, SHEET C-28
R205'
51
44,348 SF
1.02 AC
25,000 SF
0.57 AC
212'
25,000 SF
0.57 AC
210'
1
11' PUBLIC
SIDEWALK ESMT
N
50
44,348 SF
1.02 AC
31,099 SF
0.71 AC
TINWOOD DRIVE
30,000 SF
0.69 AC
- 11' PUBLIC
SIDEWALK ESMT
I 54
I I 30,000 SF
L 0.69 AC
30,034 SF
// /
.- \\ 0.69AC
��
367.
26,412 SF
0.61 AC
31,877 SF
0.73 AC
END OF ROAD
MARKER
264
& BETTY VV. MCGUIRE
D.B. 8073, PAGE 2057
B.M. 1994, PAGE 1118
PIN# 0646.01-15-7641
SINGLE FAMILY
ZONED R-30
co
co
00
N/F
JAY PARKER & KELLY
PARKER
D.B. 16569, PAGE 1099
B.M. 1999 PAGE 1333
PIN# 0646-27-0187
VACANT
ZONED R-30
WALTER H. WALLACE &
RITA A. WALLACE
D.B. 8741, PAGE 417
B.M. 1999, PAGE 1333
PIN# 0646-26-0734
SINGLE FAMILY
ZONED R-30
D.B. 11667, PAGE 696
B.M. 1999, PAGE 1333
PIN# 0646-26-0538
SINGLE FAMILY
ZONED R-30
PHASE LINE
TINWOOD DRIVE
TINWOOD DRIVE BARRICADE;
TO BE REMOVED WHEN PLAT
IS RECORDED SHOWING
CONNECTION TO EXISTING
TINWOOD DRIVE
B.M. 1999, PAGE 1333
SINGLE FAMILY
ZONED R-30
N/F
ERNST PIERRE-LOUIS &
MARIE J. PIERRE
D.B. 12420, PAGE 1607
B.M. 1999, PAGE 1333
PIN# 0646-16-9082
SINGLE FAMILY
ZONED R-30
EX. HERITAGE
TREE TO REMAIN
N/F
SHARON VV. SKURLOCK
D.B. 9122, PAGE 442
B.M. 1999, PAGE 1333
PIN# 0646-15-9897
SINGLE FAMILY
ZONED R-30
10' LANDSCAPE
BUFFER; EXISTING
VEGETATION TO BE
MAINTAINED
•
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
100 50 0 100
SCALE: 1 INCH = 100 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
McLAURIN FARM SUBDIVISION
6532 & 0 BURT ROAD
FUQUAY-VARINA, NC 27526
CAPITAL LAND, LLC
DATE:
06-07-21
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
19008
SITE PLAN
C-6
INSET A - MAIL KIOSK DETAIL
SHEET 6 OF 32
@ 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
OPEN SPACE DATA
STREET DATA
•
OHW
SD
FHS
OHW
SD
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. STREAM
EX. STREAM BUFFER
EX. FENCE
EX. OVERHEAD ELECTRIC LINE
EX. STORM SEWER
EX. FLOOD HAZARD SOILS
EX. WETLAND
EX. HERITAGE TREE
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. SETBACK LINE
PROP. EASEMENT
PROP. OPEN SPACE
SUMMARY INFORMATION
DEVELOPMENT NAME: McLAURIN FARM SUBDIVISION
SITE ADDRESS: 6532 & 0 BURT ROAD
PIN NUMBER(S): 0646-16-1898 & 0646-06-2211
TOTAL AREA: 80.95 AC
LESS BURT ROAD R/W DEDICATION: 0.85 AC
LESS ROAD R/W: 8.19 AC
LESS OPEN SPACE AREA: 25.26 AC (31.5 %)
NET LOT AREA: 46.53 AC
EXISTING USE: SINGLE-FAMILY & AGRICULTURE
PROPOSED USE: SINGLE-FAMILY RESIDENTIAL
SUBDIVISION
JURISDICTION: FUQUAY-VARINA
CURRENT ZONING DISTRICT: RA-CZD
PROPOSED UNITS: 62
PROPOSED DENSITY: 0.77 UNITS/ACRE
AVERAGE LOT AREA: 32,500 SF
MIN. LOT AREA: 25,000 SF
MIN. LOT AREA REQUIRED: 20,000 SQ FT
MIN. LOT WIDTH: 90'
SETBACKS:
FRONT: 35'
SIDE: 15'
REAR: 30'
CORNER: 25'
MAX. IMPERVIOUS PER LOT: 6,000 SF
PROP. ROAD/MAIL KIOSK IMPERVIOUS AREA: 187,495 SF
PROP. SIDEWALK IMPERVIOUS AREA: 32,295 SF
PROP. IMPERVIOUS AREA IN LOTS: 372,000 SF
PROP. MULTI -USE PATH: 12,023 SF
PROP. BURT ROAD WIDENING: 8,936 SF
TOTAL PROP. IMPERVIOUS AREA: 612,749 SF (14.07 AC), OR
17.4%
LINEAR FOOTAGE OF ROADS: 7,011 LF
OWNERS:
MAYBELL & LARRY McLAURIN; WINFRED MAYBELLE LLC
6028 BURT ROAD
FUQUAY-VARINA, NC 27526
DEVELOPER:
CAPITAL LAND, LLC
602 HOLDEN ST
RALEIGH, NC 27604
321.239.9250
ENGINEER:
FLM ENGINEERING, INC.
PO BOX 91727
RALEIGH, NC 27675
919.423.8975
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
SH4
N/F
JOYCE A. VINCI
& ANGELO S. VINCI
D.B. 4049, PAGE 245
B.M. 19872, PAGE 792
PIN# 0646.01-08-7028
AGRICULTURE & FARMING
ZONED R-30
APPROXIMATE
LOCATION OF EX.
FLOOD HAZARD
SOILS (TYP.)
SH
END OF ROAD
MARKER
1W\ TURNAROUND2
\ & ESMT
\
�w
w�
w� `
��w
w�
\47/4/
EX. POND
TEMPORARY
N
u,
20' PRIVATE
DRAINAGE ESMT
sy
t
svO
33,603 SF \ \
-_0.77AC
134,398 SF //
L0.79 AC /
R40'
\ �\
20' PUBLIC
UTILITY ESMT
OPEN SPACE 5
50,177 SQ FT
1.15 ACRES
01
-OPEN SPACE 6
224,501 SQ FT
5.15 ACRES
6' PUBLIC UTILITY &
LANDSCAPE ESMT
/ /\
\ 30,387 SF / / \ \
\ 0.70 AC/ /
/
\ / / /
/ /
53.
\ 25,222 SF/ //
AC/ //
R35' \ / //
414
spy6Z
FF�tiFs
EX. STREAM (TYP.)
EX. WETLAND (TYP.)
34,425 SF
0.79 AC
255 �s
(FRONT I
SETBACK I \�
31,918 SF
0.73 AC
247'
_90ALF-R ANT- -
SETBACK
34,360 SF
\ \ 0.79 AC
OPEN SPACE 7
45,676 SQ FT
1.05 ACRES
/ \ 44 \ \ \
30,000 SF \ \
\\ 0.69AC /
\ /
?g3,\
ti
/
/ / `\\
/ / \\
/ 46 \
// O \
I\ \ 25,
\ \4000 SF , - .
0.57 AC /
/ \ \ 27, \ I 103'
'I i ' \ \ J
R205' \
I I 47
I I 25,000 SF
I 1 0.57 AC
I L
213'
J
10
M
•
0
N
-1
s1,
S
MINIMUM REQUIRED OPEN SPACE: 10%
TOTAL OPEN SPACE PROVIDED: 25.26 AC (31.5%)
OPEN SPACE 1: 5.59 AC
OPEN SPACE 2: 9.52 AC
OPEN SPACE 3: 2.26 AC
OPEN SPACE 4: 0.54 AC
OPEN SPACE 5: 1.15 AC
OPEN SPACE 6: 5.15 AC
OPEN SPACE 7: 1.05 AC
N/F
JOYCE M. SAULS
& HAROLD R. SAULS CO -TRUSTEES
D.B. 8775, PAGE 2786
B.M. 1984, PAGE 552
PIN# 0646.01-29-8389
AGRICULTURE & FARMING
ZONED R-30
EX. HERITAGE
TREE TO REMAIN
N/F
ANTHONY B. MAULDIN &
LENETTE A. MAULDIN
D.B. 12104, PAGE 0116
B.M. 2003, PAGE 0032
PIN# 0646-28-4180
SINGLE FAMILY
ZONED R-30
N/F
JULIE A. GRIFFIN
D.B. 16871, PAGE 0202
B.M. 2003, PAGE 0032
PIN# 0646-27-2657
SINGLE FAMILY
ZONED R-30
EX. 100'
CP&L ESMT
EX. STREAM (
EX. HERITAGE
TREE TO REMAIN
EX. WETLAND (TYP.)
N/F
JAY PARKER & KELLY
PARKER
D.B. 16569, PAGE 1099
B.M. 1999 PAGE 1333
PIN# 0646-27-0187
VACANT
ZONED R-30
FNS
EX. POWER
POLE (TYP.)
EX. OVERHEAD
ELECTRIC LINE (TYP.)
69/4 14/
\ N/F w/%
DEBRA M. FRENCH
D.B. 11021, PAGE 541 \ /9nn
lA,
N/F
CRAIG A. MELI &
MELISSA R. MELI
D.B. 15726, PAGE 1462
B.M. 2003, PAGE 0032
PIN# 0646-27-1274
SINGLE FAMILY
ZONED R-30
NOTES
MEADOW WALK DRIVE: 1,181 LF
BERKELEY TOWN LANE: 1,139 LF
COBBLER VIEW WAY: 2,245 LF
STABLE VALLEY DRIVE: 235 LF
TINWOOD DRIVE (EXTENSION): 241 LF
DUBLIN CREEK DRIVE: 1,782 LF
CORNVIEW COURT: 188 LF
*TYPICAL STREET SECTION SHOWN, SHEET C-28
2. CONTOURS SHOWN PER WAKE COUNTY GIS DATA.
3. FLOOD HAZARD SOILS SCALED PER WAKE COUNTY GIS DATA.
4. SUITABLE SOILS SHOWN ARE PER REPORT BY CENTRAL CAROLINA SOIL CONSULTING,
PLLC, DATED SEPTEMBER 26, 2018.
5. WETLANDS AND STREAMS SHOWN DELINEATED BY CAROLINA ECOSYSTEMS, INC.
6. THERE ARE NO FLOOD PRONE AREAS PRESENT PER FEMA FIRM PANEL NO.
3720062600K EFFECTIVE FEBRUARY 2, 2007 & 3720064600J EFFECTIVE OCTOBER 3,
2006.
7. HERITAGE TREES SHOWN WITHIN PERIMETER BUFFER, PER TREE EVALUATION BY
S&EC, PA, DATED OCTOBER 3, 2019.
8. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY AN * (ASTERISK) THE
BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM
FUQUAY-VARINA. THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR (AS
APPROPRIATE) MUST CERTIFY ON ANY PERMIT THAT ALL FLOOD HAZARD
REQUIREMENTS ARE MET.
9. NO PORTION OF THIS PROPERTY LIES WITHIN A FEMA DESIGNATED 100-YEAR FLOOD
HAZARD AREA PER FEMA FIRM PANEL 3720078200J DATED MAY 2, 2006.
10. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT LEAST
48 HOURS PRIOR TO BEGINNING WORK.
11. THE CONTRACTOR SHALL FIELD VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES
PRIOR TO BEGINNING WORK AND SHALL USE CARE WHEN OPERATING AROUND
EXISTING UTILITIES.
12. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF ALL
UTILITIES WITHIN THE PROJECT EXTENT. UNDERGROUND UTILITY LOCATIONS, IF
SHOWN ON THE PLANS, ARE BASED UPON THE BEST AVAILABLE INFORMATION AND
SHOULD BE CONSIDERED ONLY AS APPROXIMATE. WHERE CONFLICTS OCCUR, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION.
13. ALL STREETS SHALL BE PUBLIC.
14. MAXIMUM IMPERVIOUS SURFACE AREA ON EACH LOT WILL BE STRINGENTLY
ENFORCED WITH NO EXCEPTIONS INTO PERPETUITY.
15. ALL LOTS SHALL HAVE FUQUAY-VARINA/HARNETT COUNTY WATER AND INDIVIDUAL
SEPTIC SYSTEMS.
16. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
FUQUAY-VARINA AND NCDOT STANDARDS AND SPECIFICATIONS.
17. DEDICATED OPEN SPACE AREAS WILL BE OWNED AND MAINTAINED BY THE
HOMEOWNERS ASSOCIATION.
18. 10'x70' SIGHT TRIANGLES REQUIRED AT ALL INTERSECTIONS.
19. ALL STORM SEWER 18" AND LARGER SHALL HAVE FLARED END SECTIONS.
20. HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR POST -DEVELOPMENT POND
MAINTENANCE AND COMPLIANCE WITH ANY FUTURE CHANGE TO HAZARD
CLASSIFICATION OF THE EXISTING PONDS.
•
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
100 50 0 100
SCALE: 1 INCH = 100 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
McLAURIN FARM SUBDIVISION
6532 & 0 BURT ROAD
FUQUAY-VARINA, NC 27526
CAPITAL LAND, LLC
DATE:
06-07-21
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
19008
SITE PLAN
C-7
SHEET 7 OF 32
@ 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
OHW
W
OHW
W
- 325 -
- 324 -
325
324
EX. PROPERTY LINE
EX. RIGHT-OF-WAY
EX. ADJACENT OWNERS
EX. EASEMENT
EX. OVERHEAD ELECTRIC LINE
EX. WATER LINE
EX. WETLAND
EX. CHANNEL/STREAM
EX. CHANNEL/STREAM BUFFER
EX. SURFACE WATER
PROP. RIGHT-OF-WAY
PROP. LOT LINES
PROP. SETBACK LINE
PROP. EASEMENT
EX. MAJOR CONTOUR (5')
EX. MINOR CONTOUR (1')
PROP. MAJOR CONTOUR (5')
PROP. MINOR CONTOUR (1')
PROP. STORM SEWER
PROP. HEADWALL (HW)
TEMPORARY WETLAND IMPACT
PERMANENT WETLAND IMPACT
LD
NOTES
1. TOPOGRAPHIC DATA PROVIDED BY CAWTHORNE, MOSS &
PANCIERA, P.C. ON FEBRUARY 9, 2021.
2. SURFACE WATERS, WETLANDS AND STREAMS SHOWN DELINEATED
BY CAROLINA ECOSYSTEMS, INC.
3. PROPOSED CONTOURS SHOWN REPRESENT FINISH GRADES.
4. ALL CONSTRUCTION TO BE CONDUCTED IN ACCORDANCE WITH
NCDEQ STANDARDS. ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE MAINTAINED IN PROPER WORKING
CONDITIONS THROUGHOUT CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE AND STABILIZE ALL TEMPORARILY
IMPACTED FEATURES WITH NATIVE VEGETATION.
\
IMPACT TABLE
WETLAND
IMPACTS
TEMPORARY
PERMANENT
WETLAND WB
(W1, W2 & W3)
2,547 SF (W2 & W3)
15,348 SF (W1)
CALL 48 HOURS BEFORE
YOU DIG
NORTH CAROLINA
ONE -CALL CENTER
1-800-632-4949
QI T
\l\
EX. WETLAND
WB
TEMPORARY WETLAND
WB IMPACT (W3)
1,115 SF
m
PERMANENT WETLAND
WB IMPACT (W1)
15,348 SF
m
w
O •
9
01
9
9
9
FES-10
7)
\
\
1\
---- 415
.HW-12
90
cn
1
0i
01
01
TEMPORARY WETLAND
WB IMPACT (W2)
1,432 SF
EX. WETLAND
WB
BASE FLOW + 1'
(2' MIN.)
WATER LEVEL
WORK
AREA
"-I 11-III-111 -111=1
DIKE SECTION
NOTES:
1. PUMP AROUND DIKES SHALL NOT BE
SET OUTSIDE THE LIMITS OF
DISTURBANCE/IMPACT LIMITS SHOWN
ON THE PLANS.
2. INSTALL PUMP AROUND DIVERSION
AND DEWATER THE CONSTRUCTION
ZONE THROUGH THE DEWATERING
DEVICE. THE CONTRACTOR SHALL
STAGE THE LIMITS OF THE PUMP
AROUND FLOW DIVERSION TO
DEWATER ONLY THAT SECTION
SCHEDULED FOR THAT DAY'S WORK.
AT THE END OF EACH WORK DAY,
THE WORK AREA SHALL BE
SABILIZED, THE PUMP AROUND
REMOVED, AND THE FLOW
RESTORED TO THE CHANNEL. WORK
SHALL BE COMPLETED ONLY DURING
FORECAST PERIODS OF DRY
WEATHER.
PROP. 96 LF 54" CLASS III RCP
CULVERT WITH HEADWALLS
STREAM
DIVERSION PUMP
INTAKE HOSE
FLOW
24" DIAMETER SUMP OR POOL
(12" TO 18" DEEP)
CLEAN WATER DIKE
(SEE DIKE SECTION)
01
0�
A
J
01
LD
6
40
01
EX. POND PA
SILT BAG
(OR OTHER APPROVED
DEWATERING DEVICE)
DEWATERING
PUMP
INTAKE HOSE
WORK AREA LENGTH
NOT TO EXCEED THAT
WHICH CAN BE COMPLETED
IN ONE DAY
SEDIMENT DIKE
(SEE DIKE SECTION)
DISCHARGE ONTO A STABLE
VELOCITY DISSIPATOR MADE OF
RIPRAP OR SANDBAGS
L
01
\
Omm
0
1p
F LOW
i
LD
LD
ENGINEERING
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
REVISION HISTORY
REV
DESCRIPTION
DATE
BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
20 10 0 20
SCALE: 1 INCH = 20 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0
1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
CONSTRUCTION PLANS
McLAURIN FARM SUBDIVISION
6532 & 0 BURT ROAD
FUQUAY-VARINA, NC 27526
CAPITAL LAND, LLC
DATE:
06-07-21
SCALE:
AS SHOWN
DESIGNED BY:
FLM
APPROVED BY:
FLM
PROJECT NO.:
19008
IMPACT EXHIBIT
EX-1
PUMP AROUND DETAIL
NO SCALE
SHEET 1 OF 32
© 2021 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.