20140500 Ver 1_Site Plan_20140519

a
m
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0
N
N
M
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0
o =
w
C HAP LNNORT-j I
VICINITY MAP
NOT TO SCALE
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99988527
LOCALIZATION POINT N: 441,266.581 E: 2,005,245.296
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY DOES LIE WITHIN A FLOOD ZONE ACCORDING TO
MAP# 3720040300) & 3720040400J OF THE FLOOD INSURANCE
RATE, BOTH DATED JANUARY 5, 2007.
9. THE WETLANDS DELINEATION WAS PROVIDED BY-
GOODEN & ASSOCIATES, INC.
1745 CYRESS LAKES ROAD
HOPE MILLS, NORTH CAROLINA 28348
PHONE: 910 - 223 -7766
10. A PORTION OF THE TOPOGRAPHIC SURVEY WAS PERFORMED BY-
GEODATA CORP — DIGITAL MAPPING SERVICES
104 EAST HORTON STREET
ZEBULON, NORTH CAROLINA 27597
PHONE: 919 - 269 -5744
FAX: [phone]
FIRM NOTES:
ZONE AE BASE FLOOD ELEVATIONS DETERMINED.
ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF
1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS
OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS
LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED
BY LEVEES FROM 1% ANNUAL CHANCE FLOOD.
AREA: (BY COORDINATE COMPUTATION
3,841,070 SF (88.2 AC)
REFERENCES:
DB 3008, PG 68
DB 6892, PG 379
DB 7009, PG 456
DB 7799, PG 613
DB 8020, PG 446
DB 8124, PG 153
DB 8465, PG 180
PB 89, PG 106
PB 93, PG 65
PB 99, PG 17
PB 101, PG 155
PB 107, PG 14
PB 108, PG 122
PB 108, PG 195
PB 109, PG 114
PB 111, PG 90
PB 119, PG 190
PB 124, PG 155
PIN NO:
0404 -31 -3069
0404 -31 -8623
0404 -32 -4489
0404 -32 -6039
0404 -41 -0844
0404 -41 -1942
0404 -41 -9355
ZONING: R10
30' FRONT
10' SIDE (1 STORY)
15' SIDE (2 STORY)
35' REAR
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY CREATES A
SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIgAtnTmTHWrmAWSmAlqmURDfRXRCEmTRWrOREtMTES
PARC S FIMAL
NOT RELEASED FOR CONSTRUCTION
HAND JANM Al M Y 2
NOT RELEASED FOR CONSTRUCTION
--- 155 -__i
�. SOUTH HAMPTON
N/F SECTION FOUR
150 SOUTH HAMPTON PB 109, PG 114
SECTION THR.EE SSMH #8001
ti
q
LEGEND:
PK PK —PK NAIL
ECM® ECM — EXISTING CONCRETE MONUMENT
EIP OO EIP — EXISTING IRON PIPE
ERBO ERB— EXISTING REBAR
EIR OO EIR — EXISTING IRON ROD
o CP— COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PVC — POLYVINYL CHLORIDE
CI — CURB INLET
HW — HEADWALL
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT —OF —WAY
ss SANITARY SEWER LINE
SD STORM DRAINAGE
— — — — CREEK
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
BENCHMARK
[Y]TRANSFORMER
* LIGHT POLE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
wV
M WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
sD STORM DRAIN MANHOLE
® CATCH BASIN
SS SANITARY SEWER MANHOLE
oC0 CLEANOUT
ASPHALT
CONCRETE
WETLANDS
=OTHER FLOOD AREAS, ZONE X
= SPECIAL FLOOD HAZARD AREAS (SFHAs), ZONE AE
OW COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
4 =1411 ►'►►i
I v
OR
PO�� L -
00 / C N
/ G
�\ g to
II II
/ 5/8"
II EIR
/ /
II /
RECEI E
NOT RELEASED FOR CONSTRUCTION
2° 121
11s �
- 118 _
r,�oIb
106
0
1
163
1ERB 155538'04'05 "E�1/2,; LU��1
151
fj �SSMH #8000 SOUTH HAMPTON / N/F
RIM: 146.59
DRAWN BY:
A84'4T^- -f ERB
�S "E-°°-✓
5/8"
SECTION FOUR SOUTH HAMPTON
EIR
^h3 c
�f'
f g UQ
PB 111, PG 90 � SECTION FOUR
IU
I
I
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�I
1
I
I
I f
N/F
I f
NORTH CAROLINA STATE HIGHWAY COMMISSION
i2^ INV IN: 137.48 5
'3 S - —144 T.. ?0j2 _ � � x '__ 188.60'
U 'RIMH #8361 — �„ Q
DB 2171, PG 261
I
5 /8"
I �
138 CHORD '��
to 138' _` _ 135 135�'�9 }` �3g'- HOOD: 144.33
'
S83'04'54 "Er ""�'
ERB
I
I
--- 155 -__i
�. SOUTH HAMPTON
N/F SECTION FOUR
150 SOUTH HAMPTON PB 109, PG 114
SECTION THR.EE SSMH #8001
ti
q
LEGEND:
PK PK —PK NAIL
ECM® ECM — EXISTING CONCRETE MONUMENT
EIP OO EIP — EXISTING IRON PIPE
ERBO ERB— EXISTING REBAR
EIR OO EIR — EXISTING IRON ROD
o CP— COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PVC — POLYVINYL CHLORIDE
CI — CURB INLET
HW — HEADWALL
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT —OF —WAY
ss SANITARY SEWER LINE
SD STORM DRAINAGE
— — — — CREEK
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
BENCHMARK
[Y]TRANSFORMER
* LIGHT POLE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
wV
M WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
sD STORM DRAIN MANHOLE
® CATCH BASIN
SS SANITARY SEWER MANHOLE
oC0 CLEANOUT
ASPHALT
CONCRETE
WETLANDS
=OTHER FLOOD AREAS, ZONE X
= SPECIAL FLOOD HAZARD AREAS (SFHAs), ZONE AE
OW COASTAL BARRIER RESOURCES SYSTEM (CBRS) AREAS
4 =1411 ►'►►i
I v
OR
PO�� L -
00 / C N
/ G
�\ g to
II II
/ 5/8"
II EIR
/ /
II /
RECEI E
NOT RELEASED FOR CONSTRUCTION
2° 121
11s �
- 118 _
r,�oIb
106
0
1
163
1ERB 155538'04'05 "E�1/2,; LU��1
151
fj �SSMH #8000 SOUTH HAMPTON / N/F
RIM: 146.59
DRAWN BY:
A84'4T^- -f ERB
�S "E-°°-✓
1
SECTION FOUR SOUTH HAMPTON
[PROJECT NUMBER:
S00'02'06 153
°- �...,�ag � �
�f'
f g UQ
PB 111, PG 90 � SECTION FOUR
149 78.41'
,
145 1511/2"
CI #8269 APB 108, PG 122
�c� Q HOOD: 142.74 Q�
B INV U 136.21 5.9 LNG S
4 56HOOD
744 E �� INV OUT: 13 9O6OOC�Q <P�BRG�> >s,�c 1ERB'
��__�
#8 43.28
i" A "•m V v
PAC 8" PVC Sj � �\ A \ 183) S49'34'48
m
"E
i2^ INV IN: 137.48 5
'3 S - —144 T.. ?0j2 _ � � x '__ 188.60'
U 'RIMH #8361 — �„ Q
R=3
RIM: 137.79 - -_42 R= 336.23'1 y r 94g
a 140 L- 128.61' 138_---' KERB` 13 � 14 .�."
8'`7�� CI #8323
5 /8"
138 CHORD '��
to 138' _` _ 135 135�'�9 }` �3g'- HOOD: 144.33
'
S83'04'54 "Er ""�'
ERB
y g rINV OUT: 138.89
139 �3 134 C#8300
1' 35 , 127.83' �� CI # 8289 ,3 v 1 _- -"
_ 132 HOOD: 139.68 2
132 - CI #8275 JQ INV OUT: 129.883= y� CI #8290 / 13- HOOD: 141.19 5 /g"
HOOD: 140.88 „! + 94, - n INV IN: 136.08 ERB
S SSMH #8364 HOOD: 139.48 00 --INV
R= 269.87'
g OUT: 135.92
RIM: 130.16 3Q INV IN: 134.89 INV IN: 129.12 (CI 8289) 1Z✓- i
INV OUT: 134.81.,. w
INV: 12 097 INV IN: 131.11 (CI 8275) R= 255.00' O
L= 74.58'
CHORD
"E
INV OUT: 129.00 L= 230.30'
N4812'49
126 w w 'u " INV: 124.61 ` - 129 >``L� CHORD 1 /2"
74.35'
}
2'13 "E EIR
INV: 123.18222.55.55' (-
22
W tt
APPROXIMATE LOCA77ON OF
12A / THE TOWN OF
1�
_PE MILLS
LIMITS ......
(—
Ire
N/F
\
GT RECREATION, INC.
DB 6892, PG 379
w
Q�P
of
2"
p� O EIP
;
Ilr ✓' f
N/F
GT RECREATION, INC.
�.
+1
o� TRACT THREE
DB 6892, PG 379
PB 93, PG 65
.1 /2"
GRAPHIC SCALE
150 0 75 150 300
( IN FEET )
1 inch = 150 ft.
409 Chicago Drive - `)uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p 51TIL
bOLUTIONb, INC
A ENgNEE2ING A')L12VEYING A, GP_') A, CON')T2L1CI0N LAYOLIT A
REVISIONS
z
O
0
O
LL
0
LL1
LL1
M
■
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
EXISTING
CONDITIONS
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES /RON /BOBBY
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
[PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =150'
DATE SURVEYED
600 FEBRUARY 3, 2011
SHEET NUMBER
C-1 ■

LN
-NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
PK O PK —PK NAIL
ECMM ECM — EXISTING CONCRETE MONUMENT
EIP (0 EIP — EXISTING IRON PIPE
ERBO ERB — EXISTING REBAR
EIR O EIR — EXISTING IRON ROD
o CP— COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PVC — POLYVINYL CHLORIDE
CI — CURB INLET
HW — HEADWALL
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT —OF —WAY
— • —• —•— — SETBACK LINE
ss SANITARY SEWER LINE
SD STORM DRAINAGE
— — — — CREEK
WETLANDS
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
BENCHMARK
m TRANSFORMER
0 LIGHT POLE
❑T TELEPHONE PEDESTAL
© CABLE PEDESTAL
wV
N WATER VALVE
FIRE HYDRANT
0 WATER METER
STORM DRAIN MANHOLE
® CATCH BASIN
(S ) SANITARY SEWER MANHOLE
oC0 CLEANOUT
ASPHALT
0 CONCRETE
WETLANDS
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE
FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE
SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED
TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE
GENERAL CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE FACE OF SIDEWALK
UNLESS OTHERWISE NOTED.
4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH
STATE AND LOCAL LAWS AND REGULATIONS.
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER TOWN OF HOPE MILLS AND
STATE REGULATIONS.
SITE DATA
I
OWNER
GHM GROUP, LLC
MAILING ADRESS
7670 RAEFORD ROAD
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28304
PIN NUMBER
0404 -31 -3069, 0404 -31 -8623
))
0404 -32 -4489, 0404 -32 -6039
0404 -41 -0844, 0404 -41 -1942
0404 -41 -9355
TOTAL SITE AREA
3,902,954 SF (89.60 AC)
AREA TO BE DEVELOPED
3,902,954 SF (89.60 AC)
CURRENT ZONING
R10, R7.5, CD
EXISTING USE
UNDEVELOPED
PROPOSED USE
SINGLE FAMILY RESIDENTIAL
PROPOSED BUILDING LOTS
158
DISTURBED /DENUDED AREA
21.3 ACRES
SETBACKS REQUIRED:
R10
FRONT
30 FT
SIDE (SINGLE STORY)
10 FT
SIDE (TWO STORY)
15 FT
REAR
35 FT
Jt '
1 /2"
ECM ECM -ERB' f iZ......... .
ECM N, c1
ECM
5/8" I
EIR
� � 1 •i
I
I
I
I
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I
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Y� I
/
/ 5 /8„
EIR
1/2"
ERB
1/2"
\ ERB
INSORR / t
I GPRp��P
I1/2"
ERB Q
O 1 /2" GJ
EI P 00 O
IMPACT AREA #7
Nr °. 11 2" 0 0 1 1 /2„
/2��/ j EAR ER ER EIR
ECV r, ... �1/2 "_ ERB,......'. I
Cjp EIR. aF O
1/2 O
Q U EIR O # I
J J 1/2" J
a co EIR
_ w
2a f I
W Of x Ir• I
Y
U L0
o O" I I
0 � I
ER \ /
ERB
y
1/2"
i
1/2" /
ERB /
ROpKF15N REEK / /
/
112„ � 1
ERB
J,5._
2"
EIP
GRAPHIC SCALE
150 300
( IN FEET )
1 inch = 150 ft.
409 Chicago Drive - `)uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p,51TIL
bOLUTIONb, INC
ENq NEE21N,' A.hu2VEYING A, GP_') A, CON.hT2uCI0N LAYOUT
REVISIONS
z
0
I�
C)
z
0
0
0
LL
w
U)
LLJ
rz
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
OVERALL
WETLANDS
IMPACT
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
I
�
JOHN
�
I
\
tB
583
\
5/8"
))
ERB
GRAPHIC SCALE
150 300
( IN FEET )
1 inch = 150 ft.
409 Chicago Drive - `)uife 112
Fayeff iLe, NorEh Carolina 28506
Fax: [phone]
License Number: C -2554 \�
4p,51TIL
bOLUTIONb, INC
ENq NEE21N,' A.hu2VEYING A, GP_') A, CON.hT2uCI0N LAYOUT
REVISIONS
z
0
I�
C)
z
0
0
0
LL
w
U)
LLJ
rz
PROJECT NAME
WEST
HAMPTON
PHASE II
A "ZERO LOT LINE"
DEVELOPMENT
OVERALL
WETLANDS
IMPACT
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
JOHN
CHECKED BY:
SCOTT
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL:1 " =150'
DATE RELEASED
MARCH 21, 2014
SHEET NUMBER
C -2.0

ITE
VICINITY MAP
NOT TO SCALE
LEGEND:
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
— — — — CREEK
WETLANDS
WETLANDS
IMPACT AREA
� CN/D NM B9 (NS`N9 PpOq)
IMPACT AREA #1
TEMPORARY WETLAND IMPACT: 3,867 SF
DESCRIPTION
THERE IS A SMALL PORTION OF THE STORM
WATER SYSTEM THAT RUNS THROUGH THE
WETLANDS. THERE IS PROPOSED 24" RCP IN THIS
AREA.
TEMPORARY STREAM IMPACT: 99 SF
LINEAR STREAM IMPACT: 24 LF
DESCRIPTION
THE STORM WATER SYSTEM CROSSES THE
STREAM IN THIS AREA. THE 24" RCP WILL BE
INSTALLED AND THE STREAM WILL BE RESTORED
BACK TO EXISTING CONDITIONS.
TOTAL IMPACT: 3,867 SF (0.09 AC)
130
125
120
115
LO
N
\ z_
00
216.93 LF ® 0.60.. % 24"
x
r�
r � �
STREAM
..r / IMPACT AREA #r
99 SF
24 LF
d �
f
SURVEYED BY:
WES/RONIBOBBY
115.04 LF, „ .r
/
....-
, ...
SEAN
® 4.30 %
7 40/t
.......
24" RCP
286.35 LF—j—
j 0 0.87%
24" RCP
WETLANDS J
f� MPACT AREA #1.,> 4
3 867 SF
WETLANDS I M PACT AREA #1
IMPACT PROFILE 1 +00 TO 4 +00
1+00 2 +00
3 +00
130
409 CH,ago Drive- -hulte 112
fa i±eviLL, NM Carolina 28506
f�(90426 -,,777
L ... — N —b- cz3s4 ..
4D SITE��
50L_UTIONs, iNc
A ErIgI —INq A—V-Nq k- k-- ON A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASEII
ZERO LOT LINE SUBDIVISION
WETLANDS
IMPACT MAP #1
CLIENT
125 GHM GROUP, LLC
7670 Raeford Road
120 Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
115
SURVEYED BY:
WES/RONIBOBBY
DRAWN BY:
JOHN
CHECKED BY:
SEAN
PROJECT NUMBER:
583
4 +00
GRAPHIC SCALE
50 0 50
( IN FEET )
1 inch = 50 ft.
DRAWING SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
DATE RELEASED
MARCH 21, 2014
SHEET NUMBER
W -1
OF 7

VICINITY MAP
NOT TO SCALE
AT GRID NM
as (MaRs y007)
370.58 LF
® 0.44% ti
8" SDR 26 PVC
............
,M x....257.00 LF .. WETLANDS
® 5.25 %..11: IMPACT AREA #34
24 RCP 716633 SF
}
C900
j...... _ WATER LINE
....90.90 LF
x
®1 38%
24 RCP \ ��P. 4
.7x�`' o
LEGEND:
N/F — NOW OR FORMERLY e°1o�h ..x. N.I
R/W — RIGHT OF WAY ,
PVC — POLYVINYL
RCP — REINFORCED C NCIRETE PIPE WETLANDS I M PACT AREA #3
PROPERTY LINE IMPACT PROFILE 0 +00 TO 1 +00
— — — — CREEK
WETLANDS
WETLANDS
IMPACT AREA
WETLAND IMPACT AREA #3
PERMANENT WETLAND IMPACT: 7,663 SF
DESCRIPTION
ENDLESS ROAD (50' R /W) IS IN A SMALL
PORTION OF THE WETLANDS. THERE IS PROPOSED
30" RCP AND A CURB INLET, 8" SDR 26 PVC
PIPE, AND 8" C9O0 WATER LINE IN THIS AREA.
STREAM IMPACT AREA #3
PERMANENT STREAM IMPACT: 846 SF
LINEAR STREAM IMPACT: 105 LF
DESCRIPTION
ENDLESS ROAD (50' R /W) IS CROSSING A SMALL
PORTION OF STREAM WITH AN AVERAGE WITH OF
8.5'. THERE ARE 2 PROPOSED 30" RCP IN THIS
AREA TO PRESERVE HYDRAULIC CONNECTIVITY OF
STREAM.
TOTAL IMPACT: 7,663 SF (0.18 AC)
120
115
110
105
a
0 +00
120
115
110
105
1+00
�oxo
i
.. - -"90.90 LF
v: ® 1.38 %:
j 24' RCP
kZ) ".O-+ Lr w u.izm ju nur N
\� \l
LF 2= 8" C900
370.58
® 0.44% WATER LINE-
�-'' • i8" SDR 26 PVC
STREAM IMPACT AREA #3
IMPACT PROFILE 0 +00 TO 1 +00
120
115
110
105
rn
m
0
0 +00
120
115
110
105
1+00 1+50
GRAPHIC SCALE
50 0 50
( IN FEET )
1 inch = 50 ft.
409 CH,ago Drive- .hulte 112
f'y'i±'viLL, NM h Carolina 28506
f�(90426 -,,777
u.e.— N —b- cz3s4
4D SITE`S
50L_uTioNs, INC
A ErIgI —INq A—V-Nq k- k-- ON A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASEII
ZERO LOT LINE SUBDIVISION
WETLANDS AND
STREAM IMPACT
MAP #3
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES/RONIBOBBY
DRAWN BY:
JOHN
CHECKED BY:
SEAN
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
DATE RELEASED
MARCH 21, 2014
SHEET NUMBER
W -3
OF
7

VICINITY MAP
NOT TO SCALE
LEGEND:
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
— — — — CREEK
WETLANDS
WETLANDS
IMPACT AREA
Opn)
IMPACT AREA JA
TEMPORARY WETLAND IMPACT. 939 SF
DESCRIPTION
THERE IS A SMALL PORTION OF THE SANITARY
SEWER SYSTEM THAT RUNS THROUGH THE
WETLANDS. THERE IS PROPOSED 8" SDR 26 PVC
PIPE IN THIS AREA.
TOTAL IMPACT. 939 SF (0.02 AC)
. . ........ . ..........
2 ±00 ..m w
365.56 LF \+
- ...... ® 0.45% \
8" SDR 26 PVC 1
J,I y
\ ®3.47% ...
8" SDR 26 PVC,..
WETLANDS I M PACT AREA #4
IMPACT PROFILE 2 +50 TO 4 +00
125
120
115
110
W
N
2 +50
3 +00
125
120
115
110
4 +00
GRAPHIC SCALE
50 0 50
( IN FEET )
1 inch = 50 ft.
409 CH,ago Drive- .hulte 112
fa i±eviLL, NM Carolina 28506
f�(90426 -,,777
u ... - N -b- cz3s4 ..
4D SITE��
SoL_UTIONs, INC
A N1—NN A— ViII�NN k- k--ON — A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASEII
ZERO LOT LINE SUBDIVISION
WETLANDS
IMPACT MAP
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES/RONIBOBBY
DRAWN BY:
JOHN
CHECKED BY:
SEAN
PROJECT NUMBER:
583
DATE RELEASED
MARCH 21, 2014
SHEET NUMBER
W -4
OF
7
o_
�+ _
263.18 LF
365.56 LF \+
- ...... ® 0.45% \
8" SDR 26 PVC 1
J,I y
\ ®3.47% ...
8" SDR 26 PVC,..
WETLANDS I M PACT AREA #4
IMPACT PROFILE 2 +50 TO 4 +00
125
120
115
110
W
N
2 +50
3 +00
125
120
115
110
4 +00
GRAPHIC SCALE
50 0 50
( IN FEET )
1 inch = 50 ft.
409 CH,ago Drive- .hulte 112
fa i±eviLL, NM Carolina 28506
f�(90426 -,,777
u ... - N -b- cz3s4 ..
4D SITE��
SoL_UTIONs, INC
A N1—NN A— ViII�NN k- k--ON — A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASEII
ZERO LOT LINE SUBDIVISION
WETLANDS
IMPACT MAP
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES/RONIBOBBY
DRAWN BY:
JOHN
CHECKED BY:
SEAN
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
DATE RELEASED
MARCH 21, 2014
SHEET NUMBER
W -4
OF
7

VICINITY MAP
NOT TO SCALE
LEGEND:
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
— — — — CREEK
WETLANDS
WETLANDS
IMPACT AREA
IMPACT AREA J5
TEMPORARY WETLAND IMPACT. 126 SF
DESCRIPTION
THERE IS A SMALL PORTION OF THE SANITARY
SEWER SYSTEM THAT RUNS THROUGH THE
WETLANDS. THERE IS PROPOSED 8" SDR 26 PVC
PIPE IN THIS AREA.
TOTAL IMPACT. 126 SF (0.003 AC)
.. -- CT RE 5 3x00 ^,...
:IMPACT AREA #
..... - 12F SF `� /�....
--
...
...
-.-_
ago
;. r.
115
110
105
100
N
WETLANDS I M PACT AREA #5
IMPACT PROFILE 1 +00 TO 3 +00
1+00
2 +00
115
110
105
100
3 +00
GRAPHIC SCALE
50 0 50
( IN FEET )
1 inch = 50 ft.
409 CH,ago Drive- .hulte 112
fa i±eviLL, NM Carolina 28506
f�(90426 -,,777
u.e.- N -b- cz3s4 ..
4D SITE��
50L_UTIONs, iNc
A ErIgI —INq A—V-Nq k- k-- ON A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASEII
ZERO LOT LINE SUBDIVISION
WETLANDS
IMPACT MAP #5
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES/RONIBOBBY
DRAWN BY:
JOHN
CHECKED BY:
SEAN
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
DATE RELEASED
MARCH 21, 2014
SHEET NUMBER
W -5
OF
7

ITE
VICINITY MAP
NOT TO SCALE
LEGEND:
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
— — — — CREEK
WETLANDS
WETLANDS
IMPACT AREA
�0o -j
IMPACT AREA &
TEMPORARY WETLAND IMPACT: 172 SF
DESCRIPTION
THERE IS A SMALL PORTION OF THE SANITARY
SEWER SYSTEM THAT RUNS THROUGH THE
WETLANDS VIA AERIAL CROSSING WITH H— PILES.
THERE IS PROPOSED 8" SDR 26 PVC PIPE IN
THIS AREA.
TOTAL IMPACT: 172 SF (0.004 AC)
NA
w .
160 75 LF
1
®0.25
12" D
r 4 +00:
x�
\x\
1
�✓ :r j I r' P —
M ACT AREA #6 -,,
:
f.v
:r
172 SF
WETLANDS I M PACT AREA #6
IMPACT PROFILE 3 +00 TO 4 +50
110
105
100
W.
3 +00 4 +00 4 +50
4
GRAPHIC SCALE
50 0 50
( IN FEET )
1 inch = 50 ft.
409 CH,ago Drive- .hulte 112
fa i±eviLL, NM Carolina 28506
f�(90426 -,,777
L ... — N —b- cz3s4 ..
41? SITE
50LUTIONs, INc
A ErIgI —INq A—V-Nq k- k-- ON A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASEII
ZERO LOT LINE SUBDIVISION
WETLANDS
IMPACT MAP #6
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES/RONIBOBBY
DRAWN BY:
JOHN
CHECKED BY:
SEAN
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
DATE RELEASED
MARCH 21, 2014
SHEET NUMBER
W -6
OF
7

VICINITY MAP
NOT TO SCALE
LEGEND:
EiR 00 EIR— EXISTING IRON ROD
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PVC — POLYVINYL CHLORIDE
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
— — — — CREEK
WETLANDS
WETLANDS
IMPACT AREA
WETLAND IMPACT & STREAM IMPACT AREA #7
TEMPORARY WETLAND IMPACT- 226 SF
STREAM CROSSING IMPACT: 744 SF
LINEAR STREAM IMPACT- 20 LF
DESCRIPTION
THERE IS A SMALL PORTION OF THE SANITARY
SEWER SYSTEM THAT RUNS THROUGH THE
WETLANDS AND ROCKFISH CREEK VIA AERIAL
CROSSING WITH H— PILES. THERE IS PROPOSED 8"
SDR 26 PVC PIPE IN THIS AREA.
TOTAL IMPACT. 970 SF (0.02 AC)
105
100
95
94
CIO
O
238.19 LF
12" DI
�n
2 +00 3 +00
NN-
STE AM I'MPAC'T
AREA #7
744 SF
20 —LF
WE DS �
IMPACT AREA #7 '�
226 SF
WETLANDS & STREAM I M PACT AREA #7
IMPACT PROFILE 1 +50 TO 4 +50
1+50
2 +00
3 +00
105
we
S
s�
4 +00 4 +50
GRAPHIC SCALE
50 0 50
( IN FEET )
1 inch = 50 ft.
409 Chicago Drive- .hulte 112
f a i±eviLLe N—Lh Carolina 28506
f � (9 0 426 -5777
License Number C-2554 \
4D S5711
SoL_uTIONs, INC
A A "'v -ANN k- k--ON A
REVISIONS
PROJECT NAME
WEST
HAMPTON
PHASEII
ZERO LOT LINE SUBDIVISION
WETLANDS AND
STREAM IMPACT
MAP #7
CLIENT
GHM GROUP, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
WES/ROWBOBBY
DRAWN BY:
JOHN
CHECKED BY:
SEAN
PROJECT NUMBER:
583
DRAWING SCALE
HORIZONTAL: 1"=50'
VERTICAL: 1"=5'
DATE RELEASED
MARCH 21, 2014
SHEET NUMBER
W -7
OF
7