20210371 Ver 2_IMPACT EXHIBIT - Wendell - Jake May - Ellis 4-19-23 Final Updated Due to typo_20230419

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-
VirlKlITY MAP
1 " = 500'
WENDELL 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
E-4
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]
�"itrmw / yYfl'z
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'