SAW-2021-00385 Fairway Crossing SD Jake May Dr Wendell Wake County NC - NWP 29 VERIFICATION.pdf

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00385 County: Wake U.S.G.S. Quad: NC-Knightdale
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Leoterra Wendell Development, LLC.
Christopher Lyons
Address: 110 Shields Park Drive, Ste A
Kernersville, North Carolina 27284
Telephone Number: 336-682-1414
E-mail: kat.loons(dleoterradevelopment.com
Size (acres) 32.58
Nearest Waterway Buffalo Creek
USGS HUC 03020201
Nearest Town Wendell
River Basin Neuse
Coordinates Latitude:35.7729
Longitude:-78.3936
Location description: The Fairway Crossing Subdivision would be located west of the Town of Wendell, on the south side of
Poole Road. Jake May Drive forms the site's eastern boundary.
Description of projects area and activity: This verification authorizes the use of Nationwide Permit 29 to impact waters
associated with construction of the Fairwav Crossing subdivision in Wendell. Wake Countv NC. Specifically, this verification
authorizes the permanent loss of 0.0054 acre of Wetland WH (Impact Wl) for construction of a greenway trail, 0.0274 acre of
Wetland WH (Impact W2), 0.0018 acre of Wetland WG-2 (Impact W3), 0.1488 acre of Wetland WA (Impact WO, 0.1796 acre
of Wetland WE (Impact W5), and 0.0654 acre of Wetland WIT (Impact W7) for construction of road crossings, and 0.008 acre
of Wetland WE (Impact W6) for lot fill. An additional 0.0028 acre of Wetland WA would be temporarily impacted during
construction (Impact W8). This verification also authorizes the loss of 31 linear feet (62 square feet) of Stream G (Impact S1)
and 91 linear feet (579 square feet) of Stream A (Impact S2) for road crossings, includinu 15 linear feet (96 square feet) for
riprap (Impact S3) and 5 linear feet (32 square feet) for a temporary pump -around.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide Permit 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 12/21/2022, supplemental information received through May 8, 2023, and the
enclosed plans `Fairway Crossing Subdivision' (15 pp) dated 4/14/2023. 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.
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.
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 (LAMA), 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 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 Christopher Hopper at [phone]or christopher.d.hopperna usace.army.mil.
Corps Regulatory Of
Expiration Date of V
05/09/2023
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/Vp=l 36:4:0
Copy furnished:
Agent:
Sage Ecological Services, Inc.
Kim Hamlin
Address:
3707 Swift Drive
Raleigh, North Carolina 27606
Telephone Number:
919-622-7888
E-mail:
khamlin(&sageecological.com

Action ID Number: SAW-2021-00385 County: Wake
Permittee: Leoterra Wendell Development, LLC., Christopher Lyons
Project Name: Fairway Crossing Subdivision
Date Verification Issued: 05/09/2023
Project Manager: Christopher Hopper
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: Christopher Hopper
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

PROGRESS PLOT DATE: 2023-04-19
SITE INFORMATION:
LOCATION:
0 WENDELL FALLS PKWY
WENDELL, NC 27591
COUNTY:
WAKE
PARENT PIN:
1773966469 & 1773967798
DB/PG:
BM1983-1069 & 04-E, 211
ZONING:
R7-CD
ACREAGE:
1,555,006 SF (35.70 AC)
LAND CLASS:
RESIDENTIAL
MINIMUM BUILDING SETBACKS:
FRONT YARD:
20'
SIDE YARD:
3'
REAR YARD:
25'
CORNER YARD:
15'
GARAGE:
20'
RIGHT OF WAY & OTHER AREAS:
NATURAL WETLANDS:
211,746 (4.86 AC)
LOT ACREAGE:
TOTAL NUMBER PROPOSED LOTS:
90 LOTS
MAXIMUM ALLOWED DENSITY:
7.26 DU/AC
PROPOSED DENSITY:
2.52 DU/AC
MINIMUM ALLOWED LOT SIZE:
3,500 SF
MINIMUM PROPOSED LOT SIZE:
3,954 SF (LOT 22)
MAXIMUM PROPOSED LOT SIZE:
15,930 SF (LOT 33)
AVERAGE PROPOSED LOT SIZE:
4,978 SF
MINIMUM ALLOWABLE LOT WIDTH:
24'
MINIMUM PROPOSED LOT WIDTH:
40'
FRONT BUILDING SETBACK:
20'
OPEN SPACE BREAKDOWN:
PROPERTY BOUNDARY:
1,555,006 SF (35.70 AC)
REQUIRED OPEN SPACE (1,750 SF/UNIT):
157,500 SF (3.62 AC)
REQUIRED PASSIVE OPEN SPACE:
391,166 SF (8.98 AC)
REQUIRED IMPROVED PARK SPACE:
130,389 SF (2.99 AC)
REQUIRED RECREATIONAL OPEN SPACE:
43,463 SF (1.00 AC)
PROVIDED OPEN SPACE:
524,815 SF (12.05 AC)
PROVIDED PASSIVE OPEN SPACE:
471,858 SF (10.83 AC)
PROVIDED IMPROVED PARK SPACE:
52,957 SF (1.22 AC)
PROVIDED RECREATIONAL OPEN SPACE:
19,576 SF (0.45 AC)
TRAIL AREA:
17,576 SF (0.40 AC)
PLAY GROUND AREA:
2,000 SF (0.05 AC)
PARK WITH BENCHES:
17,316 SF (0.40 AC)
PARK WITH WETLANDS:
10,694 SF (0.24 AC)
OBSERVATION DECK
MAINTAINED IMPROVED AREA:
5,371 SF (0.12 AC)
PARKING:
REQUIRED PARKING: 5 SPACES
PROVIDED PARKING: 22 SPACES
BICYCLE PARKING: 4 SPACES
IMPERVIOUS AREAS:
ROADWAYS / PARKING:
103,634 SF (2.38 AC)
SIDEWALKS:
50,641 SF (1,16 AC)
LOTS (2,650 SF/LOT):
238,500 SF (5.48 AC)
TOTAL ON -SITE IMPERVIOUS AREA:
392,775 SF (9.02 AC)
TOTAL ON -SITE IMPERVIOUS PERCENT:
25.27%
UTILITY DEMANDS:
SEWAGE USAGE:
32,400 GPD
3 BED X 120 GPD/BED X 90 UNITS
WATER USAGE:
32,400 GPD
3 BED X 120 GPD/BED X 90 UNITS
STREET TYPE SUMMARY:
52' ROW SECTION:
3,937 LF
FAIRWAY CROSSING SUBDIVISION
PROPOSED WETLAND / STREAM / NEUSE BUFFER IMPACTS
FP �
STRONGRQ CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
S I■■
ft-
VIrINITY MAP
1 " = 500'
W FALLS PKWY
JAKE MAY DR
SHEETINDEX
01
E-1
COVER SHEET
02
E-2
EXISTING CONDITIONS PLAN
03
E-3
OVERALL IMPACT MAP LOCATIONS
04
E4
MAP LOCATION AREA 1 - WETLAND IMPACTS
05
E-5
MAP LOCATION AREA 1 - BUFFER IMPACTS
06
E-6
MAP LOCATION AREA 1 - CULVERT PROFILES
07
E-7
MAP LOCATION AREA 2 - WETLAND IMPACT
08
E-8
MAP LOCATION AREA 3 - BUFFER IMPACTS
09
E-9
MAP LOCATION AREA 4 - BUFFER IMPACTS
10
E-10
MAP LOCATION AREA 4 - POND PROFILE
11
E-11
MAP LOCATION AREA 5 - WETLAND IMPACTS
12
E-12
MAP LOCATION AREA 5 - BUFFER IMPACTS
13
E-13
MAP LOCATION AREA 5 - CULVERT PROFILES
14
E-14
MAP LOCATION AREA 6 - WETLAND IMPACTS
15
E-15
MAP LOCATION AREA 6 - CULVERT PROFILE
OWNER:
LEOTERRA WENDELL DEVELOPMENT, LLC
110 SHIELDS PARK DR., STE. A KERNERSVILLE, NC 27284.
CONTACT: KAT LYONS
336-682-1414
[e-mail]
SIIRVFVnR-
TAYLOR LAND CONSULTANTS
5448 APEX PEAKWAY
APEX, NC 27502
919-801-1104(0)
919-337-7998(M)
CONTACT: JEREMY TAYLOR, PLS
[e-mail]
ENVIRONMENTAL:
SAGE ECOLOGICAL SERVICES
3707 SWIFT DRIVE
RALEIGH, NORTH CAROLINA, 27606
919-559-1537
CONTACT:SEAN CLARK
[e-mail]
CIVIL ENGINEERING:
STRONG ROCK ENGINEERING GROUP, PLLC PO BOX 55992
RALEIGH, NC 27624
COMPANY LICENSE #: P-2166
CONTACT:
984.200.1932 (0)
[e-mail]
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
COVER SHEET
SCALE:
E-1
01 OF 15
HORZ 1" = 500'

PROGRESS PLOT DATE: 2023-04-19
WENDELL FALLS PKWY. (S.R. 1007) -n ° �_ • — • — 1
— 60'PUBLIC R/W 1------- ' EX. MAG NAIL
(B.M. 1983, Pg. 1061, AT INTERSECTON
- � 9'0 N 17" E
� .248. 7'L 9. '/ 71 48.82'
.82'
EX.12 " IRON PIPE ♦ —
(CAP & TACK) - EX. z "IRON PIPE ? ~`—
-(GROUNOLEVEL)
— _
-�� EX. z"IRON PIPE,
(GROUND LEVEL) j �, �I •_ _ _
IA
THE TRUSTEES OF WENDELL \ o� -- / / II�! \ '
UNITED METHODIST CHURCH
I ,EX. " IRON ROD
PIN: 1773-97-5429 S 06°05'18 W' I'I
D.B. 13596, Pg. 1707 - _ j / _ 45.50'. n'I� (0.1' BELOW ASPHALT)
\ B.M. 1983. Pg. 1069, TRACT 6 \ ^ \ ♦ / /� / / Ih l
\ \ � \ ♦/ / ^2g0 / I I I I
\ / f
EX.12 " IRON PIPE (CA,I� EX. z "IRON PIPE
P &TACK) / / I
(0.6' BELOW GROUND) � /� II I `(GROUND LEVEL)
-EX. 15" RCP
T - I / I / WETLAND WH INV: 280.78
-WETLAND WG-2 rn \ I I I • _i �\
/'F EX. 15" RCP
STREAM G \ I / a I
:/INV: 280.30
A/
/ \ � � I I 12 A' r L EX. SWEET GUM I I,
CLARENCE A ROBERTS JR. /� ` - \ \ T�'35 STREAM / 3 50°09'45" E S 00°2T28"
PIN: 1773-87-5147 - Y \ N 0, 165.56' I
B.M. 1983, Pg. 1069 // I /� 1� / 1 60.0 __ o
\ �� WETLAND WG-1 I I /: / M
\I _ - - y �o / / CLARENCE A ROBERTS JR. �- I I/ /'cv
EX. CONCRETE-- Jy " EX. 44 IRON PIPE RONNIE A ROBERTS JR. �' EX. CONC.
�` \ a
MONUMEN ii \ (0.1' ABOVE GROUND) \� 1,555,006 S.F. \ \ �� SPILL
P-R P \- y-
EX. CONCRETE MONUMENT ♦ I \ 35.698 Ac. \ hj o LIJ 6
N 18°36'16" E 190.53' -'� <v EX. 12" METAL PIPE _ ) ; y -
(LOCATED 0.36' 70°15'55" W ♦� / i I _ EX. 36" PINE \ �A 1 I\ 6
FROM PROPERTY LINE) \ \ I / / S 82°13'54" E 154.04' _ lo"V I INV: 281.08 I _ ro -
i w - R f EX. 12" METAL PIPE O 0. e
PAUL N. & APRIL D. MORTON \ 6` /I / - - / / �i E \ / _ // INV: 275.49 I o m
PIN: 1773-86-6758 rn / / / / o ( fi°65' _ EX.IPE Q ° o
/ / / / METAL PIPE
D.B. 13767, Pg. 1442 \ 4-- / / / o \ \ I\ i // � POND 1 INV:271.70
B.M. 1986, Pg. 244 \ ♦ Mo EX. 28" or % I I / / 1 Y
SWEET GUM o p RONNIE A COLLINS JR. Q
82,701 S.F.
I' / // S\ R STREAM A 1.899 Ac. 3 �jj\ EX. Z" IRON PIPE
GROUND LEVELi° ( )
WETLAND WF-2 WETLAND WA i i. yl N 84°28'30" W
RANDY JOE & LISA "Y WHITLEY / Al / T
PIN:1773-86-8323 / 1
D.B. 13374, Pg. 1394 -'
B.M. 2013, Pg. 284
EX. 2" IRON PIPE
WITH CAP & TANK - - \ f
\\ \ A
\ S 74°07'19" W
\\ �---- 35.71'\�
EX. 2 " IRON PIPE. _ -
\ STREAM
- WITH CAP & TANK _
0.45' EAST OF PL -
(FLUSH WITH GRND)/ r�
MICHAEL D. BOYETM \
PIN:1773-95-2758 \, I I I // \
30' STREAM BUFFER \
D.B. 17609, Pg. 400 1 I I / /' -ZONE 1 \ '
B.M. 2019, Pg. 1545 ' I \_/ 20'STREAMB FERN\
/ ZONE2 j
\ X. 4 PI " IRON PE \ 1
\ 0.3, ABOVE GRND
(SLIGHTLY DISTURBED) I I
�290- , EX. 12" RCP
/ - - - � \\ \ T INV:282.89
-2a?4 �.. / 1 1 -EX. 12" RCP
fs o� / i / I EX. Z" IRON PIPE yl I INV: 283.23
�� F (GROUND LEVEL) I \1 I JO ANN PULLIAM
EX. 1" METAL POST /
/ \ (LOCATED 10.65" N 82°50'28" E) / I ; P1N -1783;06-2438
c� \FROM PROPERTY LINE I ( I 1 'D.B. 14937, Pg. 1112
M I _
\EX. 2" IRON PIPET yLLIA'M, PRANCES S
\ \ \ �\ (DISTURBRED)
foo,� I i \ PIN' 7783-06-4457
\ X\\ i3 B. 001695, P 00266
\ \\\ NB1.\
"5T 8 E 515.03' �� J \/ ♦ <\ 9.
WETLAND WF \
T NSON, SAMUEL J
Ji
T1 INSON OLIVIA M
R N:'4783-06-4280
D.P. \17755, Pg. 2416
WETLAND WE
EX. 1" IRON PIPE
--(1.65' ABOVE GROUND
/ (CAP & TACK) 'EXAXLE / _S 89°12'47" E
.
(LOCATED 2.02' N01.1T22" E) /' 75.00,
FROM PROPERTY LINE I A' ABOVE GROUND)/ / / EX. CONCRETE
_274-84 -- /� 1_MONUMENT
N 88°42'38" W 903.j0' (`O
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
GENERAL NOTES:
1. BOUNDARY INFORMATION AND ALL JURISDICTIONAL STREAMS AND WETLANDS DELINEATED AND LOCATED BY
SAGE ENVIRONMENTAL.
2. FIELD TOPOGRAPHIC INFORMATION WAS PERFORMED BY TAYLOR LAND CONSULTANTS FROM A FIELD SURVEY
PERFORMED IN AUGUST 2019.
3. THE INFORMATION SHOWN ON THIS PLAN WAS PROVIDED AND DEVELOPED BY TAYLOR LAND CONSULTANTS AND
WAS NOT GENERATED OR VERIFIED BY THE ENGINEER.
4. EXISITNG CONDITIONS SHOWN DOES NOT IMPLY THE EXISTENCE OR NON-EXISTENCE OF UNDERGROUND
UTILITIES THAT MAY NOT BE PRESENT ON THIS PROJECT AREA. CONTRACTOR TO FIELD VERIFY AND LOCATE ALL
UNDERGROUND PRIOR TO ANY CONTRUCTION ACTIVITY ON PROJECT.
LEGEND:
MASTER PLAN BOUNDARY
- — — — — — — — — — -
EXISTING ADJOINER PROPERTY LINE
— • • • •
EXISTING STREAM
- — — — — 300 — — — — -
10' CONTOUR
- - - - - - - - -
2'CONTOUR
-
EXISTING POND
—OP —OP —OP —OP —OP—
EXISTING OVERHEAD POWER
- - - - - - - - - - - - - - - - -
EXISTING EDGE OF PAVEMENT
- • • — • • — • • — • • — • • — • • -
EXISTING ROADWAY
— . — . — . — — — — —
EXISTING POWER EASEMENT
- — — — — — — — — — -
EXISTING BUFFER
71)
EXISTING POWER POLE
EXISTING TREE
ZONE 1 BUFFER
ZONE 2 BUFFER
T
W LD
EXISTING WETLAND
LINE TABLE
LINE
BEARING
DISTANCE
L1
N 84°28'30" W
6.99'
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD
BEARING
Cl
2524.58'
291.95'
291.78'
S 02°46'31" W
C2
11458.32'
239.87'
239.87'
S 00°14'26" W
GRAPHIC SCALE
250 0 125 250 500 1000
( IN FEET )
1 inch - 250 fl.
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
EXISTING CONDITIONS PLAN
SCALE:
E-2
02OF15
HORZ 1" = 250'

PROGRESS PLOT DATE: 2023-04-19
GRAPHIC SCALE
250 0 125 250 500 I"
( IN FEET )
I inch = 250 ft.
AREA 3
SILT FENCE/ LIMITS OF DISTURBANCE
(TYP.)
TURTLE CREEK ROAD—\ i
CLARENCE A ROBERTS JR.
�I
,'
_
PIN:1773-87-5147 /�
\
B.M. 1983, Pg. 1069
r
�i
76
AREA 2'
PAUL N. & APRIL D. MORTON
PIN:1773-86-6758
D.B. 13767, Pg. 1442
B.M. 1986, Pg. 244
SCM #
RANDY JOE & LISA KAY WFIITLEY
�l 1
(
c = = WENDELL ALL3 PKWY 7S.R. 1007) _ _
60'PUBLIC
B.M. 1983,,P9. 1069)
BALA CIRCLE ' — ^
THE TRUSTEES OF WENDELL \\
UNITED METHODIST CHURCH
PIN:1773-97-5429
D.B. 13596, Pg. 1707
B.M. 1983. Pg. 1069, TRACT 6 \
FAIRWAY CROSSING DRIVE
WETLAND WH
i I _
8 8T,89
83',841
851�
PIN: 1773-86-8323
D.B. 13374, Pg. 1394
1
B.M. 2013, Pg. 284
t
WETLAND
AREA 5
SA UCON STREET
STREAM I
20, Iwo -
UFFER\
20NF
2
I I \
MICHAEL D. BOYETTE
PIN: 1773-95-2758
I 30' STREAM BUFFER\
D.B. 17609, Pg. 400
ZONE 1 \
B.M. 2019, Pg. 1545
_ �l'a
53 54
v
a �0 21,
/
2
LAND WG-2 51 .
STREAM ( \ 71
13 1\2'11 10 STREAM H/
0
SCM #3
WETLAND WF
NETLAND WE
� 48 47�46�45�44),43 j4':40,39
�I{yylwfice
N \�
la
I Qom°
I
Q AREA 1
j LL LIMITS OF CONSTRUCTION FOR
JAKE MAY DRIVE
— IMPROVEMENTS EACH, THE
REST IS IN FEE AND LIEU AND
WILL BE COMPLETED AT A
FUTURE DATE.
i
EX. C\ II
F II
'LAND WG-1 nl \ _
III — —
'I O _
WGDON VALLEY CQURT
i
POND 1
9 >< I'' - AREA 4
_JO ANN PULLIAM
/ PIN: 1783-06-2438
/ D.B. 14937, Pg. 1112
/ I
#4 WETLAND WF
,PULLIAM, FRANCES S
PIN: 1783-06-4457
—D.B. 001695, Pg. 00266
I
ATKINSON, SAMUEL J
ATKINSON, OLIVIA M
PIN: 1783-06-4280
r 3213,r
D.B. 17755, Pg. 2416
38V' 371, 3fs;35 34 /
n i
STRONGR�CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
AREA 6
1 C r`_ C K1r%-
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
_ PROPOSED STORM DRAIN LINE
— SF/LD — SILT FENCE\ LIMITS OF DISTURBANCE
- ZONE 1 BUFFER
ZONE 2 BUFFER
LOTIMPACT
GREENWAY IMPACT
— ROADWAY IMPACT
LLD WETLAND
�
INVENTORY OF PROJECT IMPACTS
TYPE OF IMPACT
FEATURE
IMPACTED
DESCRIPTION
OF IMPACT
AREA
(SF)
AREA
(AC)
LENGTH
(LF)
MAP
LOCATION
PERMANENT
IMPACTS
STREAM G
RCP CULVERT
-
-
31
1
WETLAND WH
GREENWAY
234
0.0054
-
1
WETLAND WG - 2
ROADWAY
80
0.0018
1
WETLAND WH
ROADWAY
1,193
0.0274
1
WETLAND WA
ROADWAY
564
0.0129
2
STREAM A
ROADWAY
579
0.0133
91
5
WETLAND WA
ROADWAY
5,921
0.1359
-
5
WETLAND WE
ROADWAY
506
0.0116
5
WETLAND WE
ROADWAY
152
0.0035
5
WETLAND WE
LOT FILL
350
0.0080
5
WETLAND WE
ROADWAY
7,164
0.1645
5
WETLAND WF
ROADWAY
2,851
0.0654
6
TOTAL PERMANENT
IMPACTS
19,594
0.4498
PERMANENT -NO
LOSSIMPACTS
STREAM A
RIP - RAP
98
0.0022
15
5
TOTAL PERMANENT -
NO LOSS IMPACTS
98
0.0022
TEMPORARY
IMPACTS
STREAM A
DEWATERING
36
0.0008
5
5
WETLAND WA
DEWATERING
124
0.0028
-
5
TOTAL TEMPORARY
IMPACTS
160
0.0037
INVENTORY OF PROJECT IMPACTS
TYPE OF IMPACT
DESCRIPTION
OF IMPACT
AREA
(SF)
AREA
(AC)
MAP
LOCATION
ZONE 1 BUFFER
IMPACTS
ROADWAY
3,286
0.0754
1
GREENWAY
3,272
0.0751
1
GREENWAY
4,643
0.1066
3
ROADWAY
1,981
0.0455
5
TOTAL ZONE 1
BUFFER IMPACTS
13,182
0.3026
ZONE 2 BUFFER
IMPACTS
ROADWAY
3,167
0.0727
1
GREENWAY
6,362
0.1461
1
LOT
633
0.0145
1
GREENWAY
7,736
0.17761
3
GREENWAY
5,794
0.1330
4
ROADWAY
4,228
0.0971
5
LOT
6,176
0.1418
5
ROADWAY
202
0.0046
5
TOTAL ZONE 2
BUFFER IMPACTS
34,298
0.7874
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
OVERALL IMPACT MAP LOCATIONS
SCALE:
E-3
03 OF 15
HORZ 1" = 250'

PROGRESS PLOT DATE: 2023-04-19
\ 9�
MATCH LINE
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
o PROPOSED STORM DRAIN LINE
- SF/LD - SILT FENCE\ LIMITS OF DISTURBANCE
ZONE 1 BUFFER
ZONE 2 BUFFER
- LOTIMPACT
GREENWAY IMPACT
- GRAPHIC SCALE
ROADWAY IMPACT
50 0 25 50 100 200
WETLAND
WT�
( IN FEET )
1 inch = 50 St.
PLAN VIEW - MAP LOCATION AREA 1 - WETLAND IMPACTS
HORIZONTAL: 1" = 50'
INVENTORY OF PROJECT IMPACTS
FEATURE
DESCRIPTION
AREA
AREA
LENGTH
MAP
TYPE OF IMPACT
IMPACTED
OF IMPACT
(SF)
(AC)
(LF)
LOCATION
STREAM G
RCP CULVERT
-
-
31
1
PERMANENT
WETLAND WH
GREENWAY
234
0.0054
-
1
IMPACTS
WETLAND WG - 2
ROADWAY
80
0.0018
-
1
WETLAND WH
ROADWAY
1,193
0.0274
-
1
TOTAL PERMANENT
1,507
0.0346
31
IMPACTS
STRONGROCK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
MAP LOCATION AREA 1 -
WETLAND IMPACTS
SCALE:
E-4
04 OF 15
HORZ 1" = 50'

PROGRESS PLOT DATE: 2023-04-19
\ 9�
PIPE
5" RCP
LOT IMPACT / / ��
561 SF ZONE 2-
\ WETLAND WH�,
70-4
4\
11+00--i Fri
�\ r WETLAND WG-2 '
7x �� o
\s STREAM
�1
p
\ s RETAINING WALL
\ FOR CONTINUATION, SEE E-8
MATCH LINE
LEGEND:
—
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
o
PROPOSED STORM DRAIN LINE
— SFiLD —
SILT FENCE\ LIMITS OF DISTURBANCE
—
ZONE 1 BUFFER
ZONE 2 BUFFER
—
LOTIMPACT
GREENWAY IMPACT
ROADWAY IMPACT
WTL
WETLAND
7
STREAM G
7�
�\
R\ i1
1 OSS�
FA
\ \ \ \ \ LIMITS OF CONSTRUCTION FOR .
ROADWAY IMPACT \ \\ 7 I JAKE MAY DRIVE IMPROVEMENTS
I 3,286 SF ZONE 1 \ �I EACH, THE REST IS IN FEE AN
3,167 SF ZONE 2 — p \ LIEU AND WILL BE COMPLETED AT
\ sl � \ A FUTURE DATE.
\J 70
col I.:
LOT IMPACT
72 SF ZONE 2 — rn
_'LT FENCE/ LIMITS OF _
WETLAND WG 1 ISTURBANCE (TYP.)
laws
FILD EX. CONC.
SPIT 1 WAY R RIP -RAP
"•,•�/ GREENWAY IMPACT
2, } 3,272 SF ZONE 1
6,362 SF ZONE 2
SCM #1 0' LF X 10' WIDE TIMBER BOARDWALK Pi
(TOP DOWN CONSTRUCTION)
PLAN VIEW - MAP LOCATION AREA 1 - BUFFER IMPACTS
HORIZONTAL: 1" = 50'
INVENTORY OF PROJECT IMPACTS
DESCRIPTION
AREA
AREA
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
LOCATION
ZONE 1 BUFFER
ROADWAY
3,286
0.0754
1
IMPACTS
GREENWAY
3,272
0.0751
1
TOTAL ZONE 1
6,558
0.1506
BUFFERIMPACTS
ROADWAY
3,167
0.0727
1
ZONE 2 BUFFER
GREENWAY
6,362
0.1461
1
IMPACTS
LOT
633
0.0145
1
TOTAL ZONE 2
10,162
0.2333
BUFFER IMPACTS
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
NOTE:
SEE PROFILE VIEW NEXT PAGE
GRAPHIC SCALE
50 0 25 50 ,W IW
( IN FEET
1 inch - 50 ft.
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
E-5
MAP LOCATION AREA 1 -
BUFFER IMPACTS 05 OF 15
SCALE: I HORZ 1" = 50'

PROGRESS PLOT DATE: 2023-04-19
295
290
285
280
275
PROPOSED HEADWALL
4PROPOSEDGRADE
EXISTING GRADEAREA OF FILL
3.0"
MBEDMENT
3.0"EMBEDMENT
@.68%
295
290
285
280
275
9+50 10+00 10+50 11+00 11+50
PROFILE VIEW PIPE 064 - MAP LOCATION AREA 1 -
CULVERT PROFILES
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
STRONGRQ CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
300
295
290
285
280
PROPOSED HEADWALL
(TYP.)
EXISTING GRADE
\J
3.0"
3.0" EMBEDMENT
EMBEDMENT
AREA OF FILL
62 LF 15" CLASS IV RCP @ 3.20%
PROPOSED GRADE
300
295
290
285
280
9+75 10+00 10+50 11+00 11+50 11+75
PROFILE VIEW PIPE 065 - MAP LOCATION AREA 1 -
CULVERT PROFILES
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
E-6
MAP LOCATION AREA 1 -
CULVERT PROFILES 06 OF 15
SCALE: HORZ 1" = 50'; VERT 1" = 5'

PROGRESS PLOT DATE: 2023-04-19
�78
7
A �
\ / 714
75
.ROADWAY IMPACT
564 SF WETLAND WA 1
SILT FENCE/ LIMITS OF
DISTURBANCE (TYP.)--69,/
-_305 ��-
71
PLAN VIEW - MAP LOCATION AREA 2 -
WETLAND IMPACT
HORIZONTAL: 1" = 50'
STRONGRQ CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
I Cf"-`CAIP1-
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
PROPOSED STORM DRAIN LINE
- sF/LD -
SILT FENCE\ LIMITS OF DISTURBANCE
ZONE 1 BUFFER
ZONE 2 BUFFER
LOTIMPACT
GREENWAY IMPACT
-
ROADWAY IMPACT
rWT E
WETLAND
INVENTORY OF PROJECT IMPACTS
FEATURE
DESCRIPTION
AREA
AREA
LENGTH
MAP
TYPE OF IMPACT
IMPACTED
OF IMPACT
(SF)
(AC)
(LF)
LOCATION
PERMANENT
WETLAND WA
ROADWAY
564
0.0129
-
2
IMPACTS
TOTAL PERMANENT
564
0.0129
IMPACTS
GRAPHIC SCALE
50 0 15 50 i00 100
( IN FEET )
1 inch = 50 ft.
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
MAP LOCATION AREA 2 - E-7
WETLAND IMPACT 07 OF 15
SCALE: I HORZ 1" = 50'

PROGRESS PLOT DATE: 2023-04-19
r
n..
00 4
� \
` ;,
� I
62/
SA UCON STRE
I / /
.m.
FOR CONTINUATION, SEE E-5
1 MATCH LINE LEGEND:
i o EXISTING ADJOINER PROPERTY LINE
5 \ STANDARD CURB & GUTTER
ROADWAY CENTER LINE
HUNT/N DON VALLEY COU T PROPOSED LOT LINE
PROPOSED STORM DRAIN LINE
— SFID — SILT FENCE\ LIMITS OF DISTURBANCE
o \ \ n
SCM #1 ZONE 1 BUFFER
ZONE 2 BUFFER
/ LOTIMPACT
17 / / \ I ° GREENWAY IMPACT
Co
i I ROADWAY IMPACT
WETLAND
WTLp�
r /
18
_� INVENTORY OF PROJECT IMPACTS
_ 4
295 / % DESCRIPTION AREA AREA MAP
TYPE OF IMPACT
OF IMPACT (SF) (AC) LOCATION
/ % ZONE 1 BUFFER GREENWAY 4,643 0.1066 3
/ IMPACTS
— _ TOTAL ZONE 1 4,643 0.1066
BUFFER IMPACTS
�A ZONE 2 BUFFER
IMPACTS GREENWAY 7,736 0.1776 3
TOTAL ZONE 2 7 736 0.1776
'T� BUFFER IMPACTS
POND 1
T FENCE OUTLET (TYP.)
ILT FENCE/ LIMITS OF DISTURBANCE (TYP.)
_GREENWAY IMPACT
4,643 SF ZONE 1
7,736 SF ZONE 2
FOR CONTINUATION, SEE E-12
MATCH LINE
PLAN VIEW - MAP LOCATION AREA 3 -
BUFFER IMPACTS
HORIZONTAL: 1" = 50'
STRONGR4CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
I GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
E-8
MAP LOCATION AREA 3 -
BUFFER IMPACTS 08 OF 15
SCALE: HORZ 1" = 50'

PROGRESS PLOT DATE: 2023-04-19
FOR CONTINUATION, SEE E-8
MATCH LINE
GREENWAY IMPACT
WETLAND WA 5,794 SF ZONE 2 ILT FENCE OUTLET (TYP.)
STREAM A A
i
PLAYGROUND
---SCM#3 -,
n-A
C 48" BLACK VINYL COATED
r CHAIN LINK FENCE.
n o
-4 SILT FENCE/ LIMITS OF DISTURBANCE
D (TYP.)
r
290
WETLAND WF-2
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
o PROPOSED STORM DRAIN LINE
— SFID — SILT FENCE\ LIMITS OF DISTURBANCE
ZONE 1 BUFFER
ZONE 2 BUFFER
— LOTIMPACT
GREENWAY IMPACT
— ROADWAY IMPACT
rw� LD WETLAND
r�
INVENTORY OF PROJECT IMPACTS
o
DESCRIPTION
AREA
AREA
MAP
-
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
LOCATION
1
ZONE 2 BUFFER
GREENWAY
5,794
0.1330
4
IMPACTS
L290 _
TOTAL ZONE 2
r \
5,794
0.1330
BUFFER IMPACTS
AINING WALL
PLAN VIEW - MAP LOCATION AREA 4 - BUFFER IMPACTS
HORIZONTAL: 1" = 50'
STRONGRQ CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
GRAPHIC SCALE
50 0 25 SU 100 200
( IN FEET
1 inch - 50 ft.
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
E-9
MAP LOCATION AREA 4 -
BUFFER IMPACTS 09 OF 15
SCALE: I HORZ 1" = 50'

PROGRESS PLOT DATE: 2023-04-19
300
295
290
285
275
TOP OF POND: 293.00
EXISTING GRADE
SPILLWAY (30' WIDE)
ELEV: 292.00
ROPOSED GRADE
(
N N
OTTOM OF POND: 284.00
'o
C"
o
N
-LO
000V
0')
6')
00
00
m
N
N
N
N
N
300
295
290
285
280
275
SECTION VIEW A -A - MAP LOCATION AREA 4 - POND PROFILE
HORIZONTAL: 1'=50"
VERTICAL: 1'=5"
STRONGRQ CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
E-10
MAP LOCATION AREA 4 -
POND PROFILE 10 OF 15
SCALE: HORZ 1" = 50'; VERT 1" = 5'

PROGRESS PLOT DATE: 2023-04-19
SCM #3
48" BLACK VINYL COATED
CHAIN LINK FENCE.
8'LONG x 6'WIDE x 9" \!
DEEP RIP RAP PA
TEMPORARY IMPACT
80 SF WETLAND WA
24 SF; 3 LF STREAM
11+15
�Ys 1 11 +00
o.o' MULCH -7 J��A` ��,
OAKM NT GLEN DR)
TRAIL
1
Lit
. LAYGR��\OR CONTINUATION, SEE E-9
,—PERMANENT - NO LOSS MATCH LINE
IMPACT /
48 SF; 8 LF STREAM IPRAP) \ / < - 98-
j -PUMP WITH A 22 /i29�
DEWATERING DEVICE \ 6— _
f ROADWAY IMPACT �229
5,921 SF WETLAND WA
579 SF; 91 LF STREAM r WETLAND WE
--11+00_. / / Ii
- /
�L PIPE - 069
� 1 \ y _ PIPE - 066 /24" CLASS III RCP
C1 \ \ 24" RCP \
D Oyu 7� 52 ROADWAY IMPACT
1 STREAM A I 7,164 SF WETLAND WEJ
_zz 1 r'
� 1 Z\ 8' LONG x 9" DEEP I i
m ; rn \ \ 5 RIP RAP PAD KEYED
INTO THE BANKS
10+00 I'll
WA ERMANENT - NO LOSS IMPACT
WETLAND
' \ \ \ \ 50 SF; 7 LF STREAM (RIPRAP) F •--� s \ —
NT WTLD TEMPORARY IMPACT <
44 SF WETLAND WA�'
12 SF; 2 LF STREAM
o
w
z
Lu
w
=#41
Q
w
Q
LOT
IMPACT IY
w
350 SF WETLAND
WE
u)
o
Q
��sILT
FENCE OUTLET (TYP.
SAUCON STREET
/ ROADWAY IMPACT
A 152 SF WETLAND WE
IPING FOR PUMP FOR 11M
1 DEWATERING AND DIVERSION FOR J
1� INSTALLATION OF THE CULVERT. ' SILT FENCE/ LIMITS OF STREAM E
(1 WEEK CONSTRUCTION) DISTURBANCE (TYP.
/ - ROADWAY IMPACT
-•'� 1\ �\ \ ) WETLAND WE �� �� 506 SF WETLAND WE -
I
PLAN VIEW - MAP LOCATION AREA 5 - WETLAND IMPACTS
GRAPHIC SCALE HORIZONTAL: 1" = 60'
60 0 00 60 120 2a0
NINE 11111111111 SENSE
( IN FEET )
f inch = 60 ft.
STRONGR�CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
1 CrCAIr%-
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
o PROPOSED STORM DRAIN LINE
— SFiLD — SILT FENCE\ LIMITS OF DISTURBANCE
— ZONE 1 BUFFER
ZONE 2 BUFFER
— LOT IMPACT
GREENWAY IMPACT
— ROADWAY IMPACT
T{ WETLAND
WTLD
DEWATERING STEPS:
1. CONSTRUCT PIPING AND DEWATERING PUMP SYSTEM
DIVERTING FLOW AWAY THROUGH PROPOSED CULVERT.
2. CONSTRUCT PROPOSE PIPE CULVERT AND INLET/OUTLET
IMPROVEMENTS.
3. REMOVE DEWATERING PUMP AND TEMPORARY PIPING,
DIVERTING FLOW THROUGH PROPOSED CULVERT.
4. COMPLETE ROADWAY.
INVENTORY OF PROJECT IMPACTS
TYPE OF IMPACT
FEATURE
IMPACTED
DESCRIPTION
OF IMPACT
AREA
(SF)
AREA
(AC)
LENGTH
(LF)
MAP
LOCATION
STREAM A
ROADWAY
579
0.0133
91
5
WETLAND WA
ROADWAY
5,921
0.1359
-
5
WETLAND WE
ROADWAY
506
0.0116
5
PERMANENT IMPACTS
WETLAND WE
ROADWAY
152
0.0035
5
WETLAND WE
LOT FILL
350
0.0080
5
WETLAND WE
ROADWAY
7,164
0.1645
5
TOTAL PERMANENT
IMPACTS
14,672
0.3368
91
PERMANENT -NO
LOSSIMPACTS
STREAM A
RIP - RAP
98
0.0022
15
5
TOTALPERMANENT-
NO LOSS IMPACTS
98
0.0022
15
STREAM A
DEWATERING
36
0.0008
5
5
TEMPORARY IMPACTS
WETLAND WA
DEWATERING
124
0.0028
-
5
TOTAL TEMPORARY
IMPACTS
160
0.0037
5
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
MAP LOCATION AREA 5 -
WETLAND IMPACTS
SCALE:
E-11
11 OF 15
HORZ1"=60'

PROGRESS PLOT DATE: 2023-04-19
48" BLACK VINYL COATED
CHAIN LINK FENCE:
PLAYGROUN
1 �
8'LONGx6'WIDE
x9"
DEEP RIP RAP PA
-n
0
1
o I D-`�
C I o
-1
olr I
m I IT1
m
ml
°o 1
LOTIMPACT
1� 91QdSF70NF9
PLAN VIEW -MAP LOCATION AREA 5 -BUFFER IMPACTS
HORIZONTAL: 1" = 60'
STRONGROCK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
GRAPHIC SCALE
60 0 w 60 120 240
( IN FEET )
I inch - 60 ft.
1 CrCAIF%-
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
-
ROADWAY CENTER LINE
PROPOSED LOT LINE
o
PROPOSED STORM DRAIN LINE
- SF/LD -
SILT FENCE\ LIMITS OF DISTURBANCE
-
ZONE 1 BUFFER
ZONE 2 BUFFER
-
LOT IMPACT
GREENWAY IMPACT
-
ROADWAY IMPACT
T{
WTLD
WETLAND
INVENTORY OF PROJECT IMPACTS
DESCRIPTION
AREA
AREA
MAP
TYPE OF IMPACT
OF IMPACT
(SF)
(AC)
LOCATION
ZONE 1 BUFFER
ROADWAY
1,981
0.0455
5
IMPACTS
TOTAL ZONE 1
1,981
0.0455
BUFFER IMPACTS
ROADWAY
4,228
0.0971
5
ZONE 2 BUFFER
LOT
6,176
0.1418
5
IMPACTS
ROADWAY
202
0.0046
5
TOTAL ZONE 2
10,606
0.2435
BUFFER IMPACTS
NOTE:
SEE PROFILE VIEW NEXT PAGE
DEWATERING STEPS:
1. CONSTRUCT PIPING AND DEWATERING PUMP SYSTEM
DIVERTING FLOW AWAY THROUGH PROPOSED CULVERT.
2. CONSTRUCT PROPOSE PIPE CULVERT AND INLET/OUTLET
IMPROVEMENTS.
3. REMOVE DEWATERING PUMP AND TEMPORARY PIPING,
DIVERTING FLOW THROUGH PROPOSED CULVERT.
4. COMPLETE ROADWAY.
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
MAP LOCATION AREA 5 -
BUFFER IMPACTS
SCALE:
E-12
12 OF 15
HORZ1"=60'

PROGRESS PLOT DATE: 2023-04-19
300
PROPOSED HEADWALL
/Twm \
295
290
285
8' 1
I
280
275
300
295
290
285
280
P
275
9+00 9+50 10+00 10+50 11+00 11+50 12+00
PROFILE VIEW PIPE 066 - MAP LOCATION AREA 5 -
CULVERT PROFILES
HORIZONTAL: 1" = 60'
VERTICAL: 1" = 6'
STRONGROCK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
310
305
300
295
290
285
PROPOSED HEADWALL (TYP.)
PROPOSED GRADE
AREA OF FILL �
4.8"
EMBEDMENT
4.8"
EMBEDMENT
128 LF 24" CLASS III RCP @ 3.20%
EXISTING GRADE
M ctt � 1-0000
Lo (, f'� C\ Cfl
0) O M C 0)
N (` N C N
310
305
300
295
290
285
9+50 10+00 10+50 11+00 11+50 12+00
PROFILE VIEW PIPE 069 - MAP LOCATION AREA 5 -
CULVERT PROFILES
HORIZONTAL: 1" = 60'
VERTICAL: 1" = 6'
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
E-13
MAP LOCATION AREA 5 -
CULVERT PROFILES 13 OF 15
SCALE: HORZ 1" = 60'; VERT 1" = 6'

PROGRESS PLOT DATE: 2023-04-19
SFILD �r
X�
X
I
^
I \
II
o
rn
M
I
o
�
/
M
28
) 9.
R
30
I
6
ROADWAY IMPACT
2,851 SF WETLAND WF4 ,
7--SILT FENCE WETLAN
OUTLET (TYP.)
AINING WALL \
F_ F iry
N I 2s �°'� /37 3635°m �;o,M Sb N � ° ; �L
IL WETLAND WF / 34/
Y I ETAINING WALL
SFILbr
PLAN VIEW - MAP LOCATION AREA 6 - WETLAND IMPACTS
HORIZONTAL: 1" = 50'
STRONGRQ CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
LEGEND:
EXISTING ADJOINER PROPERTY LINE
STANDARD CURB & GUTTER
ROADWAY CENTER LINE
PROPOSED LOT LINE
PROPOSED STORM DRAIN LINE
- SF/LD -
SILT FENCE\ LIMITS OF DISTURBANCE
ZONE 1 BUFFER
ZONE 2 BUFFER
LOTIMPACT
GREENWAY IMPACT
ROADWAY IMPACT
Lw� rL�
WETLAND
NOTE:
SEE PROFILE VIEW NEXT PAGE
INVENTORY OF PROJECT IMPACTS
FEATURE
DESCRIPTION
AREA
AREA
LENGTH
MAP
TYPE OF IMPACT
IMPACTED
OF IMPACT
(SF)
(AC)
(LF)
LOCATION
PERMANENT
WETLAND WF
ROADWAY
2,851
0.0654
-
6
IMPACTS
TOTAL PERMANENT
2,851
0.0654
IMPACTS
GRAPHIC SCALE
50 0 25 50 i00 200
( IN FEET )
1 inch = 50 ft.
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
E-14
MAP LOCATION AREA 6 -
WETLAND IMPACTS 14 OF 15
SCALE: HORZ 1" = 50'

PROGRESS PLOT DATE: 2023-04-19
310
30�
30(
8'LONG X 6'WIDE X 9"
DEEP RIP RAP PAD
29�
29(
284
PROPOSED HEADWALL
(TYP. )
t
PROPOSED GRADE
AREA OF FILL ---�
6" X 6"
CONCRETE;
3.0"
EMBEDMENT
}
3.0"
EMBEDMENT 81 LF 15" RCP @ 1.33%
EXISTING GRADE
111111111111
310
305
300
SILL
295
290
285
9+7510+00 10+50 11+00 11+50
PROFILE VIEW PIPE 055 - MAP LOCATION AREA 6 -
CULVERT PROFILE
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
STRONGRQ CK
E N G I N E E R I N G G R O U P
STRONG ROCK ENGINEERING GROUP, PLLC COMPANY LICENSE # P-2166
6801 FALLS OF NEUSE RD. SUITE 108 RALEIGH, NC 27615
[e-mail]
FAIRWAY CROSSING SUBDIVISION
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
E-15
MAP LOCATION AREA 6 -
CULVERT PROFILE 15 OF 15
SCALE: HORZ 1" = 50'; VERT 1" = 5'

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Leoterra Wendell Development, LLC., Christopher Lyons
Project Name: Fairway Crossing Subdivision
Action ID: SAW-2021-00385
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: 03020201, Neuse River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.436
*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: 03020201, Neuse River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.88
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-2021-00385)
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 5/11/2023 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 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, NC27587 (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: Christopher Hopper
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]
05/09/2023
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.