20140957 Ver 2_ NC Alignment Sheets 153-189_20171208

c>�
N
>
W
ry
I
W
O
D'
w
m
0
I
Ln
I
N
Ln
I
U)
F__
W
m
Y
U
Q
m
Ld
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
m
In
C�
Z
m
Q
I
m
m
w
U)
I
m
W
(n
Q
m
I
Q
C7
I
U
Z
Q
0
I
O
Ln
Ln
I
O
Ln
O
6
Z
W
J
Q
U
Q
C�
nsultants, Inc.
PIPE SPECIFICATION
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
zCL
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
7656+87
COIR LOG
NOTE:
0
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
11
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
7634+89 7637 61
I
7656+87
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
STEDMAN CEDAR CRK RD
0-
IN PLACE OF BSRF)
STATIONING SHOWN ON THE
500
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
FENCE CL Sf�REAM
SCfv�P043
CULVERT AS NEEDED
7634+89763J61
GENERALIZED SURFACE WATER FLOW
7656+67
CULVERT/ACCESS ROAD WATERBARS
500
DRAWING IS BASED ON
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
'�
STEDMAN CEDAR CRK RD
WATERBAR (PLAN VIEW)
I X I X X
X
X
X
STEDMAN CEDAR CRK RD
7656+47
SLOPE MEASUREMENTS.
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
J
FENCE_Z< '
o
X
X CLEAM
SC 043
n
x
x
400
7656+67
STEDMAN CEDAR CRK RD
N
o rn I
I
N
RIGHT OF WAY
400
+
41 ±
J
o� xmw
rn
J
J
7656+44
FENCES
I�rn
CD
41
+
rn0)
O
m
m
0
CO
m
O
m
m
41
m
O
X mwX xmw
Z (p
xm�
xm� m-xi<m�
m -x
mcn>C�(or,
O
0)
N
00
0)
(sl
O
0)
CA
N
m
CA
4
300
m
CA
00
m
41
O
po
-01
41
O
+
rn
41
00
Z J Z cD
0+
o O n+ n+
I mN
Z O
n+
Z ZZ
n+ �+
0+
m�
ZED
0+
Z O
n+ +
O J
ITIN
300
+
O
+
O
+
O
+
O
+
O
+
O
+
O
+
O
+
O
m_
O mo
m(Wil
m WO mp
mCn �
mN J
.Z7�
X
+ X
p
+X
p
X +
O
J
J J J J
O
Cl? O
O
+
O
+ +
O O O
J
J J
J
J
p
J J
O
O
O
Oi
O
O O
O O
O
N
O
0
N CA
OO
L4 L4 X (, X („ X
X
OJ OJ
X
O
OJ
+
"
O
O
O
+
O
O
+ + + CD O
O O
O
a' +
+
aCO
++
O
+ +
O OCil
It
0 D O
co rn
U200
+ +
0Cn
0
+OO
200
O O
O O
O
lit
n
II
—o
—� ---
— ---
---- --
100
<5%
<5% <5%
<5% <5%
<5%
<5% <5% <5%
<5%
<5%
r
<5%
<5%
<5%
100
PROFILE VIEW
0
X El
0
HORZ: 1 " = 200'
X X
X
X
>4<
x
7656+44
VERT: 1 " = 200'
oN
orn orn
m(A
zw mw
m�
m�
m� m_
-100
m�
mc°'n ��
FENCE
—100
C14 (A
7638+02
ZCD
z0
rn
Z� Z4
In+
m 7655+85
m
ZED
Z(D �O
Cr
Wo
00
7655+65
J
� cLCP
�+ , �+
0+
m�
f�+p 0+
N mo
0+
mC4
N 0) +
+� m +
0) 0) UnTOPSOIL SEGREGATION
AREA +
0')
� + (n °
°+
41 cn O L4
CPW v J
N
CD
CCA �
Ip
X f
O0
�X
X x CO
X (A
X O
Ln>4<
+ + +
+ 0) m +
X
CL STREAM SCMP038��'
+ +
+
+ + +
+
��L
N
N
Ln
1
CN CA
_ 0) /O') TT /_/ /� /T7 _ _ N
PROPOSED TEMPORARY R.O.W.
11/Z Z
00 CA Gd O
CA CA O m
C4 Ln
co r -n
O co
CO C4
(Ji
C77 O 00
CO (p
N
N
_
o
_/_ -/-/-ZZ-/-
PROPOSED PERMANENT R.O.W. N
– – – – – –
0'30') PROPOSED 36" AP -2 PIPELINE
–
– – – – – –
�
–
– –
– – –
– –
41
CA
(Nn
–
(Nn
_Z–
PROPOSED PERMANENT R.O.W. (0 " N 00 o
1JSS1J_Z=1Z�Z1=`Z1JSS1J_Z=J_Z�Z:/--Z= °SSIJZ=J_Z1Z�Z:/--Z= SSIJZ�IZ�Z:/--Z= Sr11Z�1Z1aZ
–
J
N
o PROPOSED TEMPORARY R.O.W.
o
\\
STATIONING &
CD
CONSTRUCTION LIMITS
p
J
J J
J J
J J
CD
00
+ +
Ln
0
+
LL -22-085-A088
v
LL-22-085-AO91 o00
LL -22-085-A092
N
+
- a-
LL -22-085-A096
00
N/F
c°
N/F "
N/F
LL -22-085-A093
LL-22-085-AO94
0
N/F
I. J. & B. J. HALL HEIRS AND
I
BARBARA JACOBS I I
DAVID A. &
N/F
BOBBY E. MILLS
I I
N/F
I
CRYSTAL F. &
JIMMIE N. GRIFFIN JR. & WIFE
PARCEL
I.D. # 0474-74-9052
I
MARTHA B. GRAHAM
I MERLE R. PREWITT I
I
NEIL F. DOWNING
PARCEL I.D. # 0474-95-0551768
LF PARCEL
I.D. # 0474-92-8821
PARCEL I.D. # 0474-82-5349
PARCEL I.D. #
2191 LF
137 LF
2368 LF
PARCEL I.D. #
0474-72-3144
0474-80-2684
319 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
zCL
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
0
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
11
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
7656+87
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
(n
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CCCC
CULVERT AS NEEDED
7634+89763J61
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
STEDMAN CEDAR CRK RD
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
FENCE_Z< '
X
X CLEAM
SC 043
x
x
x
x
7656+67
STEDMAN CEDAR CRK RD
rn
(n
CD
41
+
rn0)
O
m
m
0
CO
m
O
m
m
41
m
O
m
CO
m
N
O
m
N
0)
41
0)
N
0)
0)
N
00
0)
(sl
O
0)
CA
N
m
CA
4
0)
+
m
CA
00
m
41
O
m
-01
41
O
+
rn
41
00
rn
O
rn rn rn
CT CT CP
41 0)
Im
Cn
00
O
+
O
+
O
+
O
+
O
+
O
+
O
+
O
+
O
+
O
+
O
+
O
+
O
+
+
+ X
p
X
+ X
p
+X
p
X +
O
+
O
x
+
O
+ +
O O O
+
O
O
O
O
O
O
O
O
O
O
O
O
O
O
0
O
O
O
00
O
O
O
O
O
O O 0
O
n
II
r
RIGHT OF WAY
X El
X
X X
X
X
>4<
x
7656+44
oN
orn orn
m(A
zw mw
m�
m�
m� m_
m�
mc°'n ��
FENCE
C14 (A
ZJ
ZCD
z0
z�
Z� Z4
In+
ZED
Z(D �O
Cr
`2+
nm
� cLCP
�+ , �+
0+
m�
f�+p 0+
N mo
0+
mC4
n+
m(,+
n+
mo '�'co
n+
m�
n+ +
mw n J
7655+78
OJ
�mN
X f
O0
�X
X x CO
X (A
X O
Ln>4<
°'X
NXK
00
X
CL STREAM SCMP038��'
�
0
0 o
STRING VIEW BAND
CA
o
CD
LEGEND
— PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
zCL
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
0
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
(n
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CCCC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
0
Z
z
_O
U�
LLJ
C)
Co
LO
Cfl
OO
Q
O z
O J
Wm
z
.q -
U
J CO =
W Of
0- O
� � z
CN z
~ o
LZ U
a� o
i° w
Q m
z
O U
U
Cif
Lo
z
O
U
U o
J
J
U N
L
J O cif
W N a_
Lu
(0
Cl -N o
Of
m
H
U) ~ a
0 O m
U z cn
M<
IoW
Q U �
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E153
153 OF 189
Z
zCL
Of
Ld
U
In
0
wo
0
0
U
Z
Ld
0-
(n
z
0
Ln
CCCC
0
0
Z
z
_O
U�
LLJ
C)
Co
LO
Cfl
OO
Q
O z
O J
Wm
z
.q -
U
J CO =
W Of
0- O
� � z
CN z
~ o
LZ U
a� o
i° w
Q m
z
O U
U
Cif
Lo
z
O
U
U o
J
J
U N
L
J O cif
W N a_
Lu
(0
Cl -N o
Of
m
H
U) ~ a
0 O m
U z cn
M<
IoW
Q U �
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E153
153 OF 189

c>�
N
>
W
ry
I
W
O
m
Ld
m
0
I
Ln
I
N
Ln
I
U)
F__
Ld
m
Y
U
Q
m
U)
Ld
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
m
In
C�
Z
m
Q
I
m
ry
Ld
U)
I
m
W
(n
Q
m
I
Q
I
U
Z
Q
0
I
O
LIQ
I
O
LO
O
0
z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
1
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
600
STATIONING SHOWN ON THE
O
I 17660+83 x
USFWS STREAM CROSSING WITH ENHANCED
O
x
x x
X
x
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
DRAWING IS BASED ON
7660+59 BOGIE ISLAND 'RD
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CCCC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SLOPE MEASUREMENTS.
500
BOGIE ISLAND RD
0
WATERBAR OUTLET (PLAN VIEW)
I
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
500
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
400
(n
=� _� ��
m J
m+
J
r
r
o ;
400
lo�' ZN '�N
Zo
Cn
„� ' Cn ( ZW
ZJ -,J
Zo
„�
Z��O
J
,
Oco
L�
001
xO
7C
00Xm
m
T�
X�
m��O 00
+
C) mm N
�D
CD
N
CiDO
+
+
+
LOD
`�0
300300
K:
O
0 cn N
7
O
J J
J
OLn
J
_9
J
p
m o
0) CD
Oo xr1j 000
0)
00
j
1 p p
tQ
p p
p
J J
J J
J
200
Oi
00 41 m 00
+
00
O
N
r1iro
O)
C
? 0) co O
N
200
+
O O O
O
O+
+
+
O+ O+
+
+ +—
+
OO
O O p O 0
p
O
O
CD
1
O
p O
O O O
O
— — — —
— — —
—
—+— —
4—
---------
----
--
100
<5% <5% <5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
100
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
0
0
JJ
°) m
+ +
0) (P 0)
O (A
+ +
J 00
+ +
J J
p
coOO 00 OD OD
O N CA
+ + + +
TOPSOIL SEGREGATION AREA
J
0)
00
+
J J J
m O O
00 (D (D
CO O
+ + +
JJ
OJJ OO
J 00
+ + J
0) p
61 � ��
00 00 J J
__rp pT70 70_
00
00 N N
0) p p
0
00
�/01)
X7661+18,Z"��
//,7660+79
o
PROPOSED TEMPORARY R.O.W
`'
- - - -
-
-
-
1�/zz Z
o
INJ,
PROPOSED PERMANENT R.O.W.
00 00
PROPOSED 36" AP -2
PIPELINE
v
PROPOSED PERMANENT R.O.W.
N Cn
1 ZZZ1';1ZZZ1=T- 11 ZZl1ZZZ- Z1Tr7 i- _
-LLZ_Tr_Z=-
=7
i ��
1f7S11T_ ZZlT_ Z 1:=1:/,-7SL:/,-T_ ZZlT_ z 17�1= z:/_= 1T_ ZZlT_ Z 11=
Zf7S11T_ Z= -Z Z 1:= LIT- 1T_ Z= -Z 1ZZ- -
- - -
o
PROPOSED TEMPORARY R.O.W.
STATIONING &
//
CONSTRUCTION LIMITSUn
N
m
J J ^' LL -22-085-A097 01
N/F
0 /
00
L4
o
+o
LL -22-085-A10241
w
± LL -22-085-A103
m
±
LL -22-085-A105
v, LL -22-085-A106
m
00
LL-22-085-AO96 0 RICHARD A. & R. SEALEY
LL-22-085-AO99
"' n)
-22-085-A1011
LL-22-085-AO99
0
N N/F
/
N/F
�) N/F
to
N/F + o PARCEL I.D. # 0474-80-6521
O �) ROW ONLY 2438 SF
N/F
ILL
N/F
N/F
1 N/F
JAMES HAYWOOD SMITH, SR.
1 ALICE SMITH DEVANE
1
0 K FARMS OF CEDAR CREEK LLC
1 BRUNSWICK TIMBER LLC;
CRYSTAL F. &
1
NEIL FOSTER
DOWNING III
I0. K. FARMS OFI
NEIL FOSTER DOWNING III
I PARCEL I.D. # 0473-67-5986
1 PARCEL I.D. # 0473-67-4343
1
PARCEL I.D. # 0473-96-7373
C/0 FOREST INVESTMENTS ASSOC.
1
NEIL F. DOWNING LL -22 �08F-AO98 PARCEL I.D.
# 0473-87-5882
CEDAR CREEK LLC
PARCEL I.D. # 0473-87-5882
412 LF
502 LF
638 LF
PARCEL I D
PARCEL I.D.
# ROSE N. DOWNING LIFE ESTATE
0474-80-2684 7:f:
1896 LF
PARCEL I.D. #
538 LF
12370 LF3-85-1439
PARCEL I.D. 0473-79-5963
319 LF
0473-98-4192
PROPERTY OWNERSHIP
117 LF
197 LF
PIPE SPECIFICATION
7660+83
BOGIE ISLAND RD
7660+59 x x x x
BOGIE ISLAND RD
(TI CD I I Opi Op) m m J J J J J Opo Opo I mmco CO ICmLD
N , m CO O N 4 m W O N
CO O N , p OD O N , p OD O N
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
0 0 o X o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0
II n m
r * ITLf)p(' r
G7 O X I mOpO�J mJ I J D
J J Z
J J J Z7 J
m I 1 0) m p m 0) J 7 ��rr77 �r7 m
00 O� ZN >N J 0+ mp D00 m00 DOpO J DCO C7 J
TI+ I ITI+ (7+ �+ ZOJD m� N(+D U) Cf) m� �+ ZOpO N+ (..)+
JQ +
ON m0 of (nW n+ O J U) O C7N (7+ (7p
D D N 0 CO xm xm K x m WXK X
C:>
O 00 00 00 O O W
STRING VIEW BAND N N N N
O N TSI
LEGEND
— PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
O
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
cn
Z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CCCC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
0
Z
z
_o
LLJ
C)
CV
OO
Q
O z
p J
W ma
z U
J CO =
W Of
0- O
� � z
CN z
~ o
LZ U
a� o
i° w
Q m
z
O U
U
Lo
Z
O
U
U o
J
J �
U N
L
J O cif
W N a_
Lu
(0
Cl -N o
Of
m
H
U) ~ a
0 O m
U z U)
M<
IoW
Q U �
C4
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLII
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E154
154 OF 189
Z
w
o
Of
Ld
U
In
O
Q
O
O
U
Z
Ld
0-
cn
Z
0
Ln
CCCC
0
0
Z
z
_o
LLJ
C)
CV
OO
Q
O z
p J
W ma
z U
J CO =
W Of
0- O
� � z
CN z
~ o
LZ U
a� o
i° w
Q m
z
O U
U
Lo
Z
O
U
U o
J
J �
U N
L
J O cif
W N a_
Lu
(0
Cl -N o
Of
m
H
U) ~ a
0 O m
U z U)
M<
IoW
Q U �
C4
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLII
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E154
154 OF 189

c>�
N
>
W
ry
I
W
O
D'
w
m
0
I
Ln
I
N
Ln
I
U)
F__
W
I-,
Il
Y
U
Q
m
U)
Ld
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
m
In
C�
z
tl
Q
I
m
ry
LSI
U)
I
ry
W
(n
Q
m
I
Q
C�
I
U
Z
Q
0
I
O
LO
I
O
LO
O
tY
0
z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
w
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
500
COIR LOG
r�T
'�
'�
COMPOST FILTER SOCK
7751+05 I
CEDAR CREEK RD I
I 7751+30
CEDAR CREEK
RD
X 7762+99 X 7763+21
TATUM RD TATUM RD
O
500
SLOPE MEASUREMENTS.
7762+99
7763+21
z
w
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
:EOVERHEAD
7762+78
7763+36
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
J
o N
+
+
CULVERT AS NEEDED
7750+78
ELEC400
A
J
oJ
ELEC�-O
q X = X RIGHT OF WAY
J
-, cn
=D
oTI
CEDAR CREEK RD_"j
CEDAR CREEK
RD
TURBIDITY CURTAIN (PLAN VIEW)
Q
X
TATUM RD--",I,TATUM
RD
WATERBAR (PLAN VIEW)
0
zOVERHED
400
N
Cil
o
0
N
Cn
0
w
'
7763+40o
w
CD
41
300
m
00Cn
_T1
_T1
OF WAY
d
NO
` 0')
FENCE
°RIGHT X J
o
p 1 1
I O O
300
N
I
J I J
I J I J
v J J J J
J
J v v J J J
�
J
I
J
J J J =
O
N
-p-O
I
I
� �
J J �I J
N N N N
N J C4 W W
w O
CJia
� � � � � Cn
N 0) C0
�
N
Cn
Cn Cn J � X J
X Q) O
J
O
00
OD
200
N
°'
O N rn
+
OD N
+ O + + +
ap
+
O O
+ + + + + +
+
+
0) 00 N
+ + O +
0)
200
+
+
+
O
CD
+ + +
O
00 O 00
+ + +
O + O p
O O p O
+ O
O O O
O O O O
O
p
O O O O
O O O O O CD
p p
O
O
O
I + +
O O O O O
O O p O O
I
+
O
+
+
+
X
+
+ +
+ +
-----
0
CD
Ll
0
0
0
C)
0
0
0
0
—
-------�-------------
------- -----�----
--------- ---�----
0
o
------------------�----+----
0
o
0
0
- ----- — — — — ---- ----
0
0
0
0
0
0
100
<5%
<5% <5% <5% <5%
<5% <5%
<5%
<5% <5% <5%
<5%
<5% <5%
<5%
100
PROFILE VIEW
HORZ: 119 = 200'
VERT: 1 " = 200'
0
Z
0
I Z
7751+36
7751+22
7753+13
TOPSOIL SEGREGATION AREA m
f
7750+78
I J
w
V + +
00 00
CA Cn
J J
N w
+ P;� + J
O O N
J �1 w
J J
W
01 0)
J + +
w w w
41 � -0-0)
J
Cn
O
+
W
J
J
Cn
w
/ / ++
N
�1
J -11-4
J J J
Cn Cn Cn
w � �
++
Cfl W J
J 0) w
J J J J
J J J J+ I I c0
Cn Cn Cn d7 'A O)
Cn 0) � — (0
+ + + + I I
-4 (0 O)
N CA 00
_ _ _
- - - - - - - - -
7752+24
7762+22 %
72'
I= �'
J
0)-
R/O./W. ��l/
z J
O
m Cn
Z 0)
7752+10
7762+31 776 +9i
N
�+
/PROP/OS/ED/TEM/PO/RA/RY
- -(N"
//�/--/",7/ /o
�1 L 1
w
�+
7751+95
-
- - - -/ 7LL�9 -� 7763+05
- -
�+
PROPOSED
PERMANENT R.O.W. N N
Cn o
PROPOSED 36" AP -2 PIPELINE
+
= J
PROPOSED
PERMANENT R.O.W. rn o
Cn
o
-- 1.Z
z 1--Z= r__ Z=1.Z z 1LZz .Z=1.Z ==f .z 1�z 1J
_7_ 1a7_ �T� L17SC17_ ==rt t 1a7_ L-
7750+83 I
Io�
T'
w PROPOSED
TEMPORARY R.O.W.
�
_
o�
�J
STATIONING &
o J ,
41
Cn I I
o
CONSTRUCTION LIMITS
p
`n
`ID
c+n
m ,
�
Cn
o ^)
X 7763+40
VIEW BAND
CD
w
CD
rn
I
J
CD
J
-I
J J
J J
w w
J "'1
J J 1D
41 Cn
�I J
Cn cn
--A
Cn
J J J I
LL -22-085-A115 U, m m
J
J
o
�
+
rn
+
LL -22-085-A107
41
+ LL -22-085-A108+
OD o r
+ + 'n
w�
+ +
+
m
N/F '0 o N w
+ + + +
00
+
U,
N
LL -22-085-A106 w
�I
N/F
cn N
�I �I
_ U, oo
LL -22 8F -A109 JI CA
cn co
w
�I
DENNIS G. &JEN#N AER L. PATTERSON co Cn J_ w LL -22-085-A11941
PARCEL I.D.
�I p1
N
N/F
WESLEY R. HART &
RUPERT EF JR. &
N / LL -22-085-A111 I
I LL -22-085-A113
I
5'560LF3-71-4174
LL -22-085-A117 I I� N/F
BRUNSWICK TIMBER LLC;
C/O FOREST INVESTMENTS ASSOC.
DAVID E. DRAKE, JR.
PARCEL I.D. # 0473-84-9161
ELEANOR W. TATUM
PARCEL I.D. # I
KENNETH ARNOLD TATUM, SR. N/F
PARCEL I.D. 0473-72-7776 IDOROTHY
N/F
/
I HARRY ATWOOD
I I
GREGORY D. &
N/F KRISTINA D. SCHELL
I IGEORGE I I
LL -22-085-A116
PARCEL I.D.
D
1470 LF
0473-92-2852
# D. TATUM'
1429 LF PARCEL I.D.
PARCEL #
TATUM, JR.
E. TATUM PARCEL
LL -22-085-A114 #
PARCEL I.D.
/
1237 LF
269 LF
0473-71-8685
PARCEL I.D. #
N/F 04
2 1506 LF
DENNIS G. & JENNIFER L. PATTERSON 0473-70-181LF
ROSS J. & AUDREY M.
EDWARDS
PROPERTY OWNERSHIP
226 LF
0473-61-4714
LF 714
PARCEL I.D. #9 0473-71-0346 221 LF
101
PARCEL I.D. � 0473-60-8962LF
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC En EXTRA WORK SPACE
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
w
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
B
COMPOST FILTER SOCK
7751+05
7751+30
1
1
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
7762+99
7763+21
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
In
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
CEDAR CREEK RD_"j
CEDAR CREEK
RD
TURBIDITY CURTAIN (PLAN VIEW)
Q
X
TATUM RD--",I,TATUM
RD
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
N
N
N
N
N
w
w
w
w
w
CD
41
P,
m
00Cn
I U)
CTt
(P
O O
I O O
N
00
O
N
I
00
O
N
-p-O
I
OD
O
N
-p-O
OD O
N
�
O
00
OD
O N
� O)
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
X
+
+ +
+ +
0
CD
0
0
0
C)
0
0
0
0
0
0
0
0
0
0
0
0
0
o
0
p
0
o
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0 0
0
0
0
0
0
0
0
0
0 oO
0 0
o
0 0
7762+78
Z
Z I
I Z
7750+78
uX
OVERHEAD ELEC��
J
D
J
D N
J
O w
022
OVERHEAD ELEC�m*
I= �'
J
z J
O�
z J
O
m Cn
Z 0)
7763+36
RIGHT OF WAY
N
�+
w
�+
�+
�
Cn
+
= J
7750+83 I
Io�
T'
�+ ,
+
�''"
O0X
�J
Cn
o J ,
o
RIGHT OF WAY
c+n
m ,
�
o ^)
X 7763+40
VIEW BAND
CD
w
CD
rn
C)STRING
rn
DN
o
o
��
D
FENCE
LEGEND
— PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC En EXTRA WORK SPACE
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
w
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
B
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
O
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
In
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
[�
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
0
z
z
_0
U�
LLJ
O
O
CO
CO
OO
Q
O z
OJ
+ O
W Of
zN v
W Of
0- O
� � z
CN z
~ o
LZ U
a� o
i° w
Q m
z
O
U
Go
z
O
U
U o
J
J
U N
L
J O C)f
W N �
Lu
(0
Cl -N o
Of
m
H
0 O m
U z U)
C)Q
C) C)
IoW
Z -',2
U 3�:
H C4
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E155
155 OF 189
z
a
w
Of
Ld
U
In
O
Q
B
O
U
Z
w
o_
In
z
0
Ln
0
0
z
z
_0
U�
LLJ
O
O
CO
CO
OO
Q
O z
OJ
+ O
W Of
zN v
W Of
0- O
� � z
CN z
~ o
LZ U
a� o
i° w
Q m
z
O
U
Go
z
O
U
U o
J
J
U N
L
J O C)f
W N �
Lu
(0
Cl -N o
Of
m
H
0 O m
U z U)
C)Q
C) C)
IoW
Z -',2
U 3�:
H C4
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E155
155 OF 189

C�
N
W
D'
I
Ld
O
m
Ld
m
0
I
O
Ln
I
N
Ln
I
U)
F__
Ld
m
Y
U
Q
m
In
Ld
Y
U
Q
m
U
W
In
C7
Z_
Q
D-
0
ry
In
C�
z
m
Q
I
m
D'
Ld
U)
I
D'
W
(n
Q
ry
I
Q
C7
I
nsultants, Inc.
NOTE:
600
11
V
PERMANENT WATERBAR/SLOPE BREAKER
� I
X'
600
STATIONING SHOWN ON THE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
X'
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
DRAWING IS BASED ON
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
SLOPE MEASUREMENTS.
500
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
J
J
J
J
J
J
J
J
500
J
J
J
J
J
J
J
J
x �
J
J
J
J
J
J
J
J
J
400
J
J
J
00
J Z J
_T1
+ I +
J
00
J
00
J
00
400
J
00
J
00
J
00
J
CO
;
a
CULVERT AS NEEDED
411111
m
CO
J
O
J
N
J
�
J
m
CTI
max' o C)
O
CO
Na
CO
_p�
00
m
CO
CO
300
to
N
to
�
0
to
CO
O
O
O0
N
300
O
O0
O
CD
p
N
ri
00
CD
N
p
+
+
J
J
X.
J J
00
J J J J
00 00 00 00
OD
+
+o
+
+
+
0) J 00 00 00 00
0 00
c0 c0 O
00 coJ
O
C
O
N200
ZOO+
+
+
+
+
DO O
p O
+
+
+
+
O
O +
+
0 O O O p 0 p O
O O O O
+
O p O O O
+ p
CD CD
O O O O p pO
OO
O O
0O
o
p
p
p
O
O
O
O
O
0
L
p O
O
O
p
p
O
O
O
O
p
p
<5%
O
O
-- — — �
4-----� ---4- — —100
O
O
100
PROFILE VIEW
O
O
O
O
<5% <5%
5-10% <5% <5% <5% <5%
<5% <5% <5%
<5% <5% <5%%
<5%
HORZ: 1 " = 200'
0
0
VERT: 1 99= 200'
TOPSOIL SEGREGATION AREA Cn
N
+
CD
J J
J O0 J
+ + J
41 J
00
_
+
J
PROPOSED TEMPORARY R.O.W.
�
1��11�_�11���1i���i
11���1i���i 1��11�%11
PROPOSED PERMANENT R.O.W. o
_ _1i���i
cN PROPOSED 36" AP -2 PIPELINE cNn
_
PROPOSED PERMANENT R.O.W.
=r Z ZZl Z 1=Z.:IL 1=T_ =711 Z
_ Z -7/L/:;7-2=
PROPOSED TEMPORARY R.O.W.
J
m_
STATIONING &
00
CONSTRUCTION LIMITS
`n
n+ �+
J
J
+CA
LL -22-085-A119
J
7�+
J
rn
Cn
+
°W'N/F
co
LL -22-085-A122
O0 LL -22-085-A123"
GREGORY &
LL -22-085-A121
N/F
I N F
KRISTINA D. CHELL
S
N/F N �
HPL MANAGEMENT CO. LLC
PARCEL I.D. 0472-57-0575
WYMAN A. JR. &
I
PARCEL I.D. # 0473-59-8511
HARRY A. JR. &
#
SARAH 0. NICHOLS
1506 LF
LINDA S. TATUM
3926 LF
PARCEL I.D.
#
PARCEL I.D. # 0472-79-2628
0472-53-4980
PROPERTY OWNERSHIP
ROW ONLY 9778 SF
3966 LF
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
� I
X'
LIMIT OF DISTURBANCE
Of
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
00
J
OD
J
00
J
00
J
00
J
CD
J
00
J
00
J
00
J
CO
J
00
a
CULVERT AS NEEDED
411111
m
CO
J
O
J
N
J
�
J
m
JOO
CO
O
CO
Na
CO
_p�
00
m
CO
CO
J
to
to
N
to
�
J
to
to
CO
O
O
O0
N
�
O
O0
O
CD
p
N
00
CD
N
p
+
+
+
+
+
+
+ x
+
+o
+
+
+
p
+
+
+
O
+
+
+
+
+
+
+
+
+
+
+
+
+
O
O
O
O
o
p
p
p
O
O
O
O
O
O
O
O
O
O
O
p
p
O
O
O
O
p
p
O
O
O
O
O
O
O
O
O
O
O
O
O
p
O
O
O
O
O
O
O
O
O
O
X
J zv
m_
n+ �+
00 0) o °'
0
STRING VIEW BAND
LEGEND
— PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Of
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
co
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
cif
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
0
IN PLACE OF BSRF)9.
O
z
N
O
Of
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
z
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
o
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
o
z
CULVERT/ACCESS ROAD WATERBARS
N
Q
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
m
U
Z U
3�:
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Q
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
Z
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
Z
D
z
Z
a
Ld
Of
U
O
In
0
N
0
0
LdO
U
Z
o
OO
w
co
a_
Q
Z
O
In
N
>
z
Of
U
0
Z
J O
cif
CCCC
=
Z
D
l0
z
025 47
IV/��,
O
O
Q
�
o
l0
z
025 47
IV/��,
O
O
O
N
00
r__
U
o
OO
J
J
co
O
Q
Z
O
V
Ld Z
N
>
L LJ +
Of
U
z Z
Z
J O
cif
J
=
Ld cn
0
(Z
(Z Q
O
z
N
O
Of
N�
z
~�m
~
o
Q zm
a
Ld
Q
O_
Z
o
z
C) z
MY
N
Q
Uo
O
Ld
F-_oFL-L'
Z
m
U
Z U
3�:
CD
Ln
N
U
Q
F_
Z
O
U
z
_0
LLJ
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E156
156 OF 189

C�
0
w
O
U
w
IY
NI
>
W
ry
I
w
O
D'
w
m
Ln
I
r -
Ln
I
U)
w
w
m
Y
U
Q
m
U)
Ld
Y
U
Q
m
/
U
w
In
C7
Z_
Q
ry
0
m
In
C�
Z
a-
m
Q
I
m
ry
w
U)
I
m
w
(n
Q
m
I
Q
I
U
Z
-c
0
I
Ln
Ln
I
O
LO
O
6
Z
w
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
U
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
LdO
USFWS STREAM CROSSING WITH ENHANCED
7857+64
7857+80
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
7866+74
[L'
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
600
STATIONING SHOWN ON THE
In
Z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
DUDLEY RD
DUDLEY RD
WATERBAR (PLAN VIEW)
X
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
CL STREAM SCMP051_'--,,1 ;
DRAWING IS BASED ON
SLOPE MEASUREMENTS.
500
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
•
J
co
J
co
J
Co
J
Co
J
oD
J
w
J
co
J
co
J
m
J
co
J
0o
J
00
J
00
7857+64 I 7857+8o X
DUDLEY RD I DUDLEY RD
J
7866+74
CL STREAM SCMP051
J
00
J I
00
J
m
I
J
co
J J
m
500
J
J
ao
J
co
J
co
N
N
N
N
Cn
N
m
CA
O
C�
N
Crl
CA
0)
CA
co
41
N
?
?
P.
41
00
Cn
Cn
N
Cn
?
�
Cn
co
Cn
O
O
N
O
O
m
co
co
p
0�
J
N
J
J
C.r
o�
0
0
oC4
0
0
0
0
0
0
0
O
0
0
0
O
0
00
0
O
0
0
0
0
o
X
400
4'
0
0
0
0
0
0
o
0
O
O
0
0
0
w
�� _,Cox
0
o
O
o
o
-i �J
ZQ
0
o
0
400
0
0
' `2
CD
o
o
0
Cn '
O
o
0
N
m rn
J J Z�
7867+08
WETLAND NWI_NC_F_029�
I ,-'j , �OJO
b
J ro
+.
p
0 0
p
�
I
0
o 'o
w m+
°' N
I
z m +
IIS
300
0
0
o
v� I v
m
I'�I
+ ��' � `Ln
300
z
I
m m
m m
�co DOJO
X
ZJ
o w
N
0 J
ZJ
o co
00
000
J
=OJO I
Un
I�00
Ln
TI OJOX
mm
J
7867+08
J
OO
JJ
OO OO J
00
I
Ou
JO
J
JW
Cn Cn
N N
J . II O
UNi
N
Na
OJ
I
OJ
I
O N
WETLAND NWI_NC_F_029
b
00 p
OD
Cn Cn
W J cn
0�
�200
�
o �"
OO
JN
OJOO
200
O
+
+
o�
-
+
+
N
+
+
0'
00
+ + +
+
0)
N
+ +
�
O
O 00 O
O
O
?
0)
0)
m
JI
O O
J
O
O
O
O
O
O
O
O
O
O
O
O O O
O
O
+
+
p p
O O
CD
+
+
O
+
co,
m
+
+ +
o
41
100
—
---------------------------
o
ro
0
---------
O
—
—
—
—----
7t — -- I *
---
0
0
O
0
100
PROFILE VIEW
<5%
<5%
<5%
<5%
<5% <5%
<5%
<5% <5%
<5%
5-10%
<5%
--__
N N
<5%
HORZ: 1 " = 200'
VERT: 1 " = 200'
0
0
7857+40 7858+02
J
J
7857+38 7858+01
rn
°J°
J
00
J
CO
J
OD
J
OD
J
00 N
J
00
J
00
TOPSOIL SEGREGATION AREA
N
Cn
J
00
J J J
CD 00 00
cn
+
o
J
00
J
00
W
+
N
N
N
N
CA
N
c,r
N
c,r
CA
c..,.i
?
O
Ln cn o,
0) CO CD
N
rn
O)
J
N
J
00 +
N
+
O
+
CD
+
00
+
+
+ + +
(C4
+
00
00 +
O
O
co
coCn
O
TN
�
N
7R
PS�D=2-
/ //
//
PROPOSED 36"
AP -2 PIPELINE
o L'
PROPOSED PERMANENT R.O.W.
L
C
PROPOSED PERMANENT R.O.W.
rrr�
rr�rrz
r�r�r� �r�r�r
�r�r�r �r�rr
�rrr
N
N
00
_
PROPOSED TEMPORARY R.O.W.
co
m
STATIONING &
o
+ +
o
CD
CONSTRUCTION LIMITS
J
J J J
Co
J
00
J
00
J
Cn (n 0)
J
0w')
0)
cpD
C LL -22-085-A125
LL-22-085-A126�_
LL -22-085-A127
00
N/F
I I N/F I
N/F
I
N/F
41
WYMAN A. JR. &
JAMES E. & CORA J. GODWIN MILES
F. & BONNIE W. JACKSON
MILES F. & BONNIE W. JACKSON
SARAH 0. NICHOLS
I IAND G. R. DAUGHTRY HEIRSI
PARCEL I.D. # 0462-92-9907
I
PARCEL I.D. # 0472-00-9592
PARCEL I.D. # 0472-53-4980
PARCEL I.D. # 0472-12-9454
517 LF
3291 LF
3966 LF
310 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
LEGEND
— — PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
U
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
LdO
USFWS STREAM CROSSING WITH ENHANCED
7857+64
7857+80
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
7866+74
[L'
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
a
IN PLACE OF BSRF)
In
Z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
DUDLEY RD
DUDLEY RD
WATERBAR (PLAN VIEW)
X
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
CL STREAM SCMP051_'--,,1 ;
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
•
J
co
J
co
J
Co
J
Co
J
oD
J
w
J
co
J
co
J
m
J
co
J
0o
J
00
J
00
J
oD
J
J
00
J
00
J I
00
J
m
J
m
J
co
J J
m
J
m
J
J
ao
J
co
J
co
N
N
N
N
Cn
N
m
CA
O
C�
N
Crl
CA
0)
CA
co
41
N
?
?
P.
41
00
Cn
Cn
N
Cn
?
Cn I
O
Cn
co
Cn
O
O
N
O
O
m
co
co
p
J
N
J
J
C.r
0
0
0
0
0
0
0
0
0
O
0
0
0
O
0
00
0
O
0
0
0
0
o
X
o
4'
0
0
0
0
0
0
o
0
O
O
0
0
0
0
0
o
O
o
o
O
0
o
0
0
0
0
o
CD
o
o
0
O
o
0
O
p
CD
p
�
I
o 'o
m
z
I
m m
m m
�co DOJO
ZJ
o w
N
ZJ
o ao
ZJ
o co
=OJO I
Un
I�00
Ln
TI OJOX
mm
7867+08
ZJ
m+ mN
UNi
N
OJ
I
OJ
I
Z�
m NX
WETLAND NWI_NC_F_029
—
: I� J
W J cn
o �"
0 0
o�
D
D
m
STRING VIEW BAND
o
41
CA
o
ro
I�
N N
LEGEND
— — PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
U
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
LdO
USFWS STREAM CROSSING WITH ENHANCED
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
[L'
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
a
IN PLACE OF BSRF)
In
Z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
a
� o
0
z
O
O
Cfl
00
OO a
O z
O o
W + ma
z O v
J Co =
0- o
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
O
U
Qf
Z
O
U
U O
J
J
U N
L
J O cif
W cn a_
Cj_ N w
0Cl-N C,
Of
m
H
U) ~ a
0 O m
U z U)
M<
IoW
Q U �
Ln
N
Q 0-)
z
_O
U7
w
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E157
157 OF 189
z
w
CL
Of
Ld
U
O
W
U
0
O
LdO
U
Z
[L'
w
a
In
Z
0
a
� o
0
z
O
O
Cfl
00
OO a
O z
O o
W + ma
z O v
J Co =
0- o
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
O
U
Qf
Z
O
U
U O
J
J
U N
L
J O cif
W cn a_
Cj_ N w
0Cl-N C,
Of
m
H
U) ~ a
0 O m
U z U)
M<
IoW
Q U �
Ln
N
Q 0-)
z
_O
U7
w
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E157
157 OF 189

C�
0
Li
O
U
w
IY
NI
>
w
IY
I
w
O
m
w
m
Ln
I
O
I
r -
Ln
I
U)
w
w
m
Y
U
Q
m
U)
Ld
U
Q
m
U
w
In
1-1
CD
Z_
Q
ry
0
m
In
C7
z
a-
m
Q
I
m
ry
w
In
I
m
w
(n
Q
m
I
Q
C7
I
nsultants, Inc.
NOTE:
600
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
oz
E
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
STATION EQUATION
7914+29
2.
7914+45
O
STREAM CROSSING
COIR LOG
7914+29
JOHNSON
I 7914+45
RD JOHNSON RD
a
z
O LLl
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
N
�
FILTER SOCK
5.
SLOPE MEASUREMENTS.
500
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
Li
7914+01
I
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
o
Of
C/)500
JOHNSON RD
JOHNSON RD
z
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
o�
< O
< < O O<
CULVERT AS NEEDED
RIGHT OF WAY
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
m
CULVERT/ACCESS ROAD WATERBARS
Y
Q
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
m>
m = =m
STATION = 7908+19.78 AHD.
n
7914+01
D
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
400
F_
co
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
4 00
U
�+
�+ + �+
X�
o+'
00 00
CO
CO
CO
CO
mm
m� mM mC4IZ�
CA
O 00
00
K c4
m
CO
z
C0
O
O
300
c0 O O cD
CD
CD CD
O
O
c
<„ J l �
o
I�
�I V
O 00
300
w
N
w
w
O
w
CO
CD
= O
CD
N
to
CD
O
cD
CO
O
O
nom, m+
O
�
O
0)
0
CO
8
O = = N
O
N
I
O)
00
N
O
N
N
N
_p�
O
O O
Imo0)
+
+
o
CA
+
+
200
'I
v
J
J J J
J
+
J J J J J J J J J J J = = J
�
J
`°
J
0) J J J J
°' N
co
co
CD
CD
V
to
ZOO
+
O
+
�
I
00
v
co
00
co 00 00
00 00 00
00
00
0 o
O O
00 00 00 00 00 co � (0
CD CD O CD co O O O O O O N
O
O
O
O
N
N
O
O
N
O
O
O
O
O
O
O
+
00
+
O
+
N 0)
+ + +
m
+
o 0
O O
O N 41 O m CD N O CO
+ + + + + + + + + + + +
+
+
+O
O +
+ + + +
+
+
+
0
O
O
+
n
r
O
O
O
O
O
O O O
O
O O O O O O O O O O 00 p
O
O
O p O O
O
O
O
0
0
0
0 0 0
0
0 0 0 0 0 0 0 0 0 0
100
----
----
---
---- ---- ---
---
---- --- — — — — 4---- --- — — — — 4 ---------- ---- ------ — — ----
-- —
— — — ----
-- ---- --- ------------
—
100
PROFILE VIEW
<5%
<5%
<5% <5%
<5% <5% <5% <5% <5%
<5%
<5% <5%
<5%
H 0 R Z 1 �� = 2 0 0
0
0
STATION EQUATION
7913+26.74
STATION EQUATION
0
:
0
STATION
STATION = BK.
STATION = 7919+01.21 BK.
VERT: 1 �� = 200'
'mv0
_ �=
'm�
O=
STATION = 7908+19.78 AHD.
STATION = 7918+42.67 AHD.
��O
= 0=
O'uv
_= 0
�v I
I =
STATION
= 7919+01.21 BK.
zN
_ 41
+
7914+98
7925+79
cD
2� o
7914+89
�C-D
C4
TOPSOIL SEGREGATION AREA
= 7918+42.67 AHD.
�
m IC?
N
N
`° _0 C"
N
N
N
o+
o+
to W
6;
LA - CJl
W
41
U'i
�,+ I
o�
Imo
z
+
+ I +
+
+
+
r0)
rN
V 0)
O
TM
CD
(T CO
r0)
Cn
N
Ln
N
O
0�
2/11PROPOSEDTEMPORARY R.O.W.
I�7
STRING VIEW BAND
"
"
"
"
IIIID�
On
cNil
PROPOSED PERMANENT R.O.W.
00
Co
00 PROPOSED 36" AP -2 PIPELINE oA
J
cyi 7'��LTLTi
PROPOSED PERMANENT R.O.W.
o
00 N
—77
T/ TAT/ / l7 T7 T/
T7
T/ T/
T/ T/ T/
o
PROPOSED TEMPORARY R.O.W.
00
STATIONING &
+ — — +
II
CONSTRUCTION LIMITS
0 41
N
co
0Ln
0)
o
C4
o
N
C4
LL -22-085-A127
±
LL -22-085-A130
r +
o �' m LL -22-085-A131
0) N/F
+
c"
N/F
I N/F
I I ELEANOR G. HAIR &
MILES F. & BONNIE W. JACKSON
CAROLYN JOHNSON MORGAN TRUSTEE
ELEANOR G. HAIR TRUSTEE
PARCEL I.D. # 0472-00-9592
I PARCEL I.D. # 0461-99-2494
I I PARCEL I.D. # 0461-66-5285
3291 LF
1994 LF
2539 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
E
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
p
STATION EQUATION
7914+29
2.
7914+45
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
a
z
O LLl
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
N
�
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
Li
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
o
Of
STATION = 7913+26.74 BK.
JOHNSON RD
JOHNSON RD
z
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
o�
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
z
pf
CULVERT/ACCESS ROAD WATERBARS
Y
Q
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
STATION = 7908+19.78 AHD.
7914+01
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
U
RIGHT OF WAY
00 00
CO
CO
CO
CO
00
O 00
00
00
m
CO
O
C0
O
O
O
c0 O O cD
CD
CD CD
O
O
�I V
O 00
w
O
w
N
w
w
O
w
CO
CD
= O
CD
N
to
CD
O
cD
CO
O
O
O
N
O
�
O
0)
0
CO
8
O = = N
O
N
I
O)
00
N
O
N
N
N
_p�
N
CT
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+ +
+
+
+
O
+
+
+
0 o
O O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
o
O
O
O
O
O
O
O
O
O
o 0
O O
0
O
0 o
O O
O
O
o
O
O
0
O
O
p
n
r
O
O
r
0
0
0
0
STATION
EQUATION
'mv0
_ �=
'm�
O=
��O
= 0=
O'uv
_= 0
�v I
I =
STATION
= 7919+01.21 BK.
zN
_ 41
+
cD
2� o
�C-D
C4
STATION
= 7918+42.67 AHD.
j c+D
o+
o+
o+
o+
�,+ I
o�
Imo
z
r0)
rN
r0)
r W
0�
I�7
STRING VIEW BAND
"
"
"
"
IIIID�
l0
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
E
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
p
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
a
z
O LLl
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
N
�
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
Li
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
o
Of
IN PLACE OF BSRF)9.
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
z
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
o�
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
z
pf
CULVERT/ACCESS ROAD WATERBARS
Y
Q
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
Z
p
n
z
O
wn
0
E
Ld
U
Cfl
O
W
U
p
O
Ldp
U
O
U
Z
O
a
z
O LLl
w
N
�
o_
In
Z
U
=
0
cif
0
Ln
0
ai
Li
Q
z
Z
p
n
O
0
C3
z
O
O
Cfl
cV
U
O
O
J
J
O
a
z
O LLl
(j
Z
N
�
z+
z
Z
_ i
J
U
=
J O
Ld V-)
cif
0
p p
0
0-
0
Ln
� �
Li
Q
z
N
o
Of
V)m
CV S
z
U) H
iZW
o�
0O
m
Q:o
U z
N
OJ
z
pf
�
Uo
Y
Q
�Qm
F-O�
Z
m
Z �
U
2
3�:
U
Q
LoN
rn
F_
()
Z
O
U
z
_0
LLJ
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D I E158
158 OF 189

c�
0
N
W
IY
I
W
O
D'
Ld
m
Ln
I
r -
Ln
I
U)
F__
Ld
m
Y
U
Q
m
U)
Ld
U
Q
m
i
U
Ld
U)
i
c�
z
Q
ry
0
m
In
C�
z
a-
m
Q
I
m
ry
Ld
U)
I
IY
Ld
(n
Q
m
I
Q
C�
I
U
z
-c
0
I
Ln
Ln
I
O
Ln
O
6
z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
J
� (00NJ C14 CA
UNDERGROUND ELECTRIC
W
WATER LINE
m 00 CD rQ
o 0 o O O
SANITARY SEWER
600
STATIONING SHOWN ON THE
0
FENCE (BSRF)
Oo
STRING VIEW BAND
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
DRAWING IS BASED ON
COMPOST FILTER SOCK
Ld
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
SLOPE MEASUREMENTS.
500
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
a
IN PLACE OF BSRF)
In
500
z
400
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
400
CULVERT AS NEEDED
300
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
300
Q
200200
WATERBAR (PLAN VIEW)
w w
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
200
°'
°°+
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
O o
0
0
PROFILE VIEW
100
— — —
—
--_------- _---
100
<5%
<5%
HORZ: 1 " = 200'
VERT: 1 " = 200'
0
0
CID
TOPSOIL SEGREGATION AREA
+
J
CD
�j
1.0N
W (JI
O
J
+
+
Cn
Cn
00
r1j
77/7/
C11 U
PROPOSEDTEMPORARY R.O.W.
o
Cl
PROPOSED PERMANENT R.O.W.
PROPOSED 36" AP -2 PIPELINE
')I
PROPOSED PERMANENT R.O.W.
o
PROPOSED TEMPORARY R.O.W.
STATIONING &
CONSTRUCTION LIMITS
J
J
41
CA
+1
rn
LL -22-085-A131
rn
N/F
cn
ELEANOR G. HAIR &
ELEANOR G. HAIR TRUSTEE
PARCEL I.D. # 0461-66-5285
2539 LF
PROPERTY OWNERSHIP
OH
OH OH
` \ \
OHS 7;
PIPE SPECIFICATION
OH
OH
/ — — —
LEGEND
— PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
® ACCESS ROAD
---------
STORM SEWER
J
� (00NJ C14 CA
UNDERGROUND ELECTRIC
W
WATER LINE
m 00 CD rQ
o 0 o O O
SANITARY SEWER
Ld
TRENCH BREAKER/PLUG
0
FENCE (BSRF)
Oo
STRING VIEW BAND
0
COIR LOG
LEGEND
— PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
® ACCESS ROAD
---------
STORM SEWER
E
UNDERGROUND ELECTRIC
W
WATER LINE
SAN
SANITARY SEWER
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
�
BELTED SILT RETENTION
Ld
TRENCH BREAKER/PLUG
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
0
COMPOST FILTER SOCK
Ld
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
a
IN PLACE OF BSRF)
In
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
Z
0
z
Ld
Z
Q
�
n
Ld
E
U
U)
0
0
0
Ld
0
U
Z
w
a
In
z
0
Ln
Z
0
C)
C)
0 a
O z
CD o
W + m
z CO U
0 2
O
� � z
CI � �
� W o
a�
z
c� g
J m
Q m
z
O
U
Qf
z
O
U O
J
J
U N
L
J O cif
Ld cn 0w
C1. N
NC�
L
Of
� m
U) ~ a
0 O m
U Y
Q
Uo0
F- O
Q U
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E158A
158A OF 189
Ld
Q
�
o
C3
z
C)
C)
0 a
O z
CD o
W + m
z CO U
0 2
O
� � z
CI � �
� W o
a�
z
c� g
J m
Q m
z
O
U
Qf
z
O
U O
J
J
U N
L
J O cif
Ld cn 0w
C1. N
NC�
L
Of
� m
U) ~ a
0 O m
U Y
Q
Uo0
F- O
Q U
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E158A
158A OF 189

C�
N
w
ry
07
Ln
w
w
(/)
/
w
(n
J
J
L�
/
U
w
co
ro
I
U)
w
w
Cn
0
w
tr
O
Cn
w
m
/
C�
Z_
Q
m
D
Cn
z
n
w
a
I
w
m
w
U)
I
m
w
U)
Q
m
I
Q
c�
I
U
z
Q
C7
I
rn
LO
LO
I
0
LO
0
/
li
w
a
D'
H
In
LI
ti
a
O
Z
w
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
J
J
J'
O
J
J
' J'
to
J
to
J
O
J
CD
J
c0
J
c0
J
c0
J
cD
J
(D
600
STATIONING SHOWN ON THE
J
00(c
J
(D
J J
co co
J
to
J
to
J
to
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
00
0_
AT THE UPLAN D/WATERBODY BOUNDARY
�
�
0-
IN PLACE OF BSRF)
to
w
to
w
DRAWING IS BASED ON
(0
4
CUB
(0
41
CD
4
CONSTRUCTION ENTRANCE WITH DITCH
41
Cn
Cn
Cn
Cn
Cn
o
O
O
O
(Tr)-
O
SLOPE MEASUREMENTS.
500
J
J
o
o
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
o
0
0
00
O
500
N
-
01
CO
O
r
m
G70
' GD
_ =O
00
QO
O N
4
QO
=_
J
m J=
m J
J
J
+
+
+
rriCD CD
+
+
+
400K:
+
+
+
+
+
+
+
DCCnn
Drn
+
+ +
+
+
�� �r1j �C,4
+
400
+
+
+
�,+
o+
o+
O
�+
�+
O
O
O
0,
o+ o+ o+ o +
O
0
O
0
O
0
O
0
O
0
O
0
O
0
nw
m;
mr(vD
O
0
NN
NW
O
0
O
0
O
0
O
0
m(D m� mato mo
O
0
0
0
300
0
0
�
�
o
o
� 0 C) 0
300
NO
ao
0
(D
O
(0
00 00
_
0 c�
m m
2 2 2 2
200
J
J J
J
J
J
J
J J J
J
J
(D
J
(D
J J J J J J J J J J J J J J J
(D (D (D (D (D (D (D (D (D (D (D (D (0 (D (D
J
(D
N
(p
C,4
(p (p
w w
Cp•
41
(p
41
(p
41
'(p'
41
(p (D (D
41 Cn Cn
Cn
Cn
Cn
O O O O O O J J J J J 00 00 OD OD
CO O N m CD O N
m
OD
LOO
STATION EQUATION
41
0) OD
O'
o
N
�
'
0)'
00 O N
+ +
41
+
0)
+
00
+
O N rn 00 41 O
+ + + + + + + + + + + + + + +
+
M
�
+
O
+ +
O O
+
O
+
O
+
O
+
O O O
O
0
O
0
O
0
O O O O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O
0
100
0
----
0 0
---
---I
--
0
----
0
---
0
---
0 0 0
----- ---- ----
-----
----
JO
_ �=
---- ----- ---- ---- --- — — — — — ---- ----- — — — — — — — — ----- — — — — ---- ----- ----
100
PROFILE VIEW
JO J
_ _
rn 2 rn
STATION = 7967+61.53 AHD.
JO
= o
o0 2
O� J
= CO
CO
<5%
<5%
<5%
<5%
o+
<5% <5%
<5%
<5%
<5% <5% <5%
<5% <5% <5% <5%
STATION EQUATION
H O R Z: 1 = 200'
�+
o+
STATION = 7968+98.40 BK.
VERT: 1 = 200'
O
N±
0+
STATION = 7967+61.53 AHD.
0
o+
N C.0
(JD
N
o+
w
r�
m N
Cn w
Cn
w
CO
Cn w
to
LD M J
r o
rQ
m N
0 0
77
N
71 J
J
00
J
00
0 0
0
1o
/
5�
�Z�� .
PROPOSED TEMPORARY R.O.W.
/ ��Z /1 i
/T �CP
o 1 //(y-�
.LCL L1 r7 /
o v,
O
PROPOSED PERMANENT R.O.W.
o
N
U!
CD CD c14
D
PROPOSED 36 AP -2 PIPELINE rn rn o0
cNn
CA
o
CON
PROPOSED PERMANENT R.O.W.
(ND (N0
cNn
N N w
=l
/� /� /T /�
/ T/
_
o
PROPOOS/ED TEMPORARY R.O./W./
987+81
TOPSOIL SEGREGATION
AREA
STATIONING &
CONSTRUCTION LIMITSo
o
Cn
Cn
J
J
J
J J
J
co
LL -22-085 -A131
a0
LL-22-085-A134rn J LL -22-085-A135
N/F
+
0)rn
N/F
rn 0
N/F CHARLES LEONARD &N/F
U1
ELEANOR G. HAIR &
I
I
LL -22-085-A132
ELEANOR G. HAIR & I DAVID EARL RENKEL, SR. I DUKE ENERGY PROGRESS INC.
ELEANOR G. HAIR TRUSTEE
I
I
N/F
ELEANOR G. HAIR TRUSTEE LL -22-085-A133 I PARCEL I.D. # 0461-52-7639 I PARCEL I.D. # 0461-51-2869
PARCEL I.D. # 0461-66-5285
ELEANOR G. HAIR &
PARCEL I.D. # 0461-66-5285 N/F 723 LF 1786 LF
2539 LF
ELEANOR
G. HAIR TRUSTEE
3174 LF W. A. MAXWELL
PARCEL I.D.
# 0461-95-5785
-6229
PARCEROW
PROPERTY OWNERSHIP
173 LF
ONLY SF
PIPE SPECIFICATION
LEGEND
PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
J
J
J
J'
O
J
J
' J'
to
J
to
J
O
J
CD
J
c0
J
c0
J
c0
J
cD
J
(D
J
(D
J
(D
J
00(c
J
(D
J J
co co
J
to
J
to
J
to
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
00
0_
AT THE UPLAN D/WATERBODY BOUNDARY
�
�
0-
IN PLACE OF BSRF)
to
w
to
w
CD
w
(0
4
CUB
(0
41
CD
4
CONSTRUCTION ENTRANCE WITH DITCH
41
Cn
Cn
Cn
Cn
Cn
o
O
O
O
(Tr)-
O
J J
J
J
J
o
o
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
m
0
00
O
_
N
-
01
CO
O
N
m
00
N
_ =O
00
QO
O N
4
QO
=_
000
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
O
O
O
O
O
O
O
0,
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O O
0 0
O
0
O
0
O
0
O
0
O
0
O
0
0
0
O
0
0
0
0
0,
o
0
0 c�
m m
N
o
o
o o
STATION EQUATION
o
0
M
�
�
� �
STATION = 7968+98.40 BK.
�
J
�
JO
_ �=
J
Oz �
� � 0)
U, a,
JO J
_ _
rn 2 rn
STATION = 7967+61.53 AHD.
JO
= o
o0 2
O� J
= CO
CO
o+
_
X00 �±
�+
o+
N±
0+
o+
o+
w
r�
m N
O N 0 w r
LD M J
r o
rQ
m N
0 0
0 0
0
0
STRING VIEW BAND
CON
(ND (N0
LEGEND
PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
w
TRENCH BREAKER/PLUG
FENCE (BSRF)
Oo
MEEZEEZEEMM
STREAM CROSSING
O
COIR LOG
U
0
O
COMPOST FILTER SOCK
W
USFWS STREAM CROSSING WITH ENHANCED
O
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
0_
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
cn
Z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
z
_0
07
w
C)
C)
M�
MW
W
0 Q
O z
O o
W + a
z U
� � 2
0- o
� � z
N� z
IZ o
a�
z
c� g
J m
Q m
Z
O
U
Z
C)
U
U o
U N
L
J O cif
W cn a_
Cj_ N w
0Cl-N C,
Of
m
H
U) ~ a
0 O m
U z Cn
MQ
U_ 0 0
� O W
Q U �
Ln
N
Q 07
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E159
159 OF 189
z
Z
a
w
Of
U
O
W
U
0
O
W
O
U
Z
0_
w
0-
cn
Z
0
Ln
CC
z
_0
07
w
C)
C)
M�
MW
W
0 Q
O z
O o
W + a
z U
� � 2
0- o
� � z
N� z
IZ o
a�
z
c� g
J m
Q m
Z
O
U
Z
C)
U
U o
U N
L
J O cif
W cn a_
Cj_ N w
0Cl-N C,
Of
m
H
U) ~ a
0 O m
U z Cn
MQ
U_ 0 0
� O W
Q U �
Ln
N
Q 07
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E159
159 OF 189

c�
N
>
W
tY
I
W
O
D'
w
m
Ln
I
r -
Ln
I
U)
F__
W
I-,
m
Y
U
Q
m
U)
Ld
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
ry
In
C7
Z
a-
m
Q
I
m
ry
Ld
U)
I
m
w
(n
Q
m
I
Q
C7
I
U
Z
-c
0
I
Lo
Ln
I
O
Lo
O
0
z
W
J
Q
U
Q
CD
nsultants, Inc.
NOTE:
600
LOD
LIMIT OF DISTURBANCE
TEMPORARY WATERBAR/SLOPE BREAKER —
w
00
000
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
8025+53
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
600
STATIONING SHOWN ON THE
W
ROADSIDE DITCH
0 -
IN PLACE OF BSRF)
In
_
= 8010+82 O
OVERHEAD ELEC =
= _
=
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
'
8023+05 1
EDGE STREAM SCMR002
1 802 +22
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
DRAWING IS BASED ON
SLOPE MEASUREMENTS.
500
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
8010+42
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
TABOR CHURCH
RD TAB R CHURC RD 8025+53
500
OVERHEAD
ELEC
I
IWETLAND WCMR001F
0 0
0
0
8023+46
r O=
400
0
0
0 o m O OA
A
O O
OA
'
OVERHEAD EC
O
400
z�
z�
Ca= _� CD
z� z� =0
0D
=o_O
= _
_� oo
Mmo_
Zoo
oo_,
Z oo
oo_
I 802 33
eo 2
0
z OD
00
z 00
00
C4
+
m
II +
�=�-I0
co `L_ o D O J
I + I + 0+ 0+
O=
0+
D
0+
N
n+
o
WETLAND WCMROOIF
O< OG
+ ' m m
cf)300
�+ '
O
�+
nC�i
��
ncJ., ��
01 o
;u
Imo+
xN
�N
mo
o • =o =C4
lz
300
I
rrn �J
I I
r
��
O
O
No
IoW
�
_0CD
�
m m
_q (7 n
m
n
m
C7
CD
. O
W.10
to
l0
10 • to
n
�
c"o I
I o EDGE STREAM SCMR002
o NO o o
0
Ln
200
J
J o J
J o
CD 0 C) o0 O O m
a
O O
O
CO
CD
co
00
m n
20 0
CD
CD (D
O
CD o o 0 0
00 ==
0
=_
=
0
0
00
O
coOo
O
0
0
CD O O
ao
O O O
00
00
CD
00
O
00
O
O�0
+
+
O N 41 m O
00
+ +
O
+
O
CD
+
N
+
N N N
O 00
(rl CA CA C4
O N ?
(,r
00
;
?
,
41
O
0----
O
o
O O
0 0
Cl
0
O O +
O O
0 0 0 0 0 0
+
0
0
+
O
+
+
o----
+
+ + + +
+
+
+
0
+
0
100
CD
o
R o o
0
o----
0
0
100
PROFILE VIEW
<5%
— — — —---- — — —
— -------
— — — — ---------- — — -----LLLL
—
—
— --I ----
-- ----o
---
— I
--� ---- — ----o
IL —
— — --- ----
----
—
--
—
---
<5%
<5% <5%
<5%
<5%
<5%
<5% <5%
<5%
<5%
H 0 R Z : 1 " = 200'
VERT: 1 " = 200'
0
0
0 0 0 8023+32 0 0 0 0
co
o
N
8023+20
o - N
J J J
J J
J J 00
0
0 +
J
+
J
+
C4
// o o +
N N O
+ + +
O J
00
00
cD cD cD
co cD
(D o O
N
o C4
C4
N
J
(n N o
O
O
N (�.I C4
O ol
co C0 0 PROPOSED TEMPORARY R.O.W.
+
o
+
w
+ +
m CA
co
o
�
0
(n
+ + +
+ +
+ +�� + (n N
CJI
O
Cn
00 (il
+
+
co (b 00
J O
(n (n
2
O
T T
O
(CJI
/ L1 L/
L/L
74
PROPOSED PERMANENT R.O.W. 0 0 0
0
Cn
PROPOSED
36" AP -2
PIPELINE
0
2:L�
L4
PROPOSED PERMANENT R.O.W.
�7T/W �7l
- - -
7
/=co
w N
W
v
-
_lj
o PROPOSED TEMPORARY R.O.W.
_
OD
00 co
0
0
0
00
-
0 1/1///////1/1
+
+
+ cn
+
o
+
+
co+ + o o
�
� Ul
o
o+
+
0
0
STATIONING &
N
c 0
(D
co
�
N
CONSTRUCTION LIMITSCO
CO
N
N
CO
0
to
LL -22-085-A137 0
0 v
o
o
co
0
00
m
N/F 0
N
NJ CA
N
00
00
o
LL -22-085-A135
cy)LOIS
� I
ADELLE STOCKTON rn
PARCEL I.D. # 0461-31-1369
LL -22-085-A136
0
c+n
o LL -22-085-A136
N
LL -22-085-A141
w
N/F
DUKE ENERGY PROGRESS INC.
896 LF I
N/F
DUKE ENERGY PROGRESS INC.
1
1 N/F 1
DUKE ENERGY PROGRESS INC.
N/F
ELY JACKSON
PERRY III
PARCEL I.D. # 0461-51-2869
LL -22-085-A138 I
PARCEL I.D. # 0461-41-8112
I
I PARCEL I.D. # 0461-41-8112
I
PARCEL
I.D. # 0461-00-2378
1607 LF
1786 LF
N/F
1718 LF
874 LF
JOHN B. DELLINGER
PROPERTY OWNERSHIP
PARCEL I.D. # 0461-31-7790
ROW ONLY 11223 SF
PIPE SPECIFICATION
8010+82
OVERHEAD ELEC 8023+05 802 +22
8010+42 TABOR CHURCH RD TABOR CHURCH' RD 8025+53
OVERHEAD ELEC 1EDGE STREAM SCMR002
J J J J J J 00 00 co 00 00 00 00 00 00 00 00 00 , 'I 00 r 00 00 00 00 DD 00 00 ' m 00 00
cD o o cD o 0 I I 0 0 0 o 00 O 0 0 O CD 0 0 0 0 CD 1 p o 0 0
m Cfl c0 0 o to O O O O O � 2 � N N 1F N N N O O O O O O O O O
CD O N 41 m m O N 4 O = = 00 O = _ = N O 00 O N 41 m 00 O N = � co O N ,
+ + + + + + + + + + + + + + + + + + + + + + + + + + + + +
0 0 0 0 0 0 o O O o CD 0 0 o O O o O o O O o 0 0 0 o O o 0
0 O o 0 0 o O O O o 0 o O O o o O o O O O o 0 0 0 o O o 0
0 0 0 0 '�` 8023+46 r o o
CD J CD J J J A A A A 0 ERHEAD ELE C 8025+53 A A
WETLAND WCMR001F
cD cD cD c0 =o =o =o =o 0o Z00 I. �o =o =0 00 00
zo zo zo zo 00 O o O O O
�W �o X00 �o �0)= =�J �00 m = _T> - ��, o� I �� �^w= O�'� �� �p
+ I + I + I + o+ o+ o+= o+ 0+ �(D c�� c>� + o+ �+ 0+ .0+
z0) zw ZJ ZW J o N �J 0+ =o =0 8024+33 Cf) L4 rn o coX�Cn
C)Cn (�4, C -) C4 C-) -4 mrn mJ m(n m� �� �� SNI ISN 00 mN mrn N 41
N 'i�WETLAND WCMR001 F r r
Im m m m m CD O N O CA � m m o 0
n n n n o o m+ m+ 8025+64 o n n
to
STRING VIEW BAND ICD W IW to to oN o EDGE STREAM SCMR002 vii cin
0 CD
LEGEND
— PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC En EXTRA WORK SPACE
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
TEMPORARY WATERBAR/SLOPE BREAKER —
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
0
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
0_
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
0 -
IN PLACE OF BSRF)
In
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
a
� o
0
z
�j
ER iZ, INC.
O
O
O
00
C) a
O z
O o
W + ma
z 0000
U
a) _
0- o
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
C)
U
Z
O
U
U o
J
J
U N
L
J o of
W cn a_
Cj_N w
(0
� N o
Of
m
H
0 O m
U z U)
Q
Uo0
F-o�
Z ­', _
U
H Ln
N
Q 0-)
z
_0
(/)
>1W
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc. �
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E160
160 OF 189
z
w
o
Of
Ld
U
U)
0
Li
0
0
U
z
0_
W
0 -
In
z
0
Ln
a
� o
0
z
�j
ER iZ, INC.
O
O
O
00
C) a
O z
O o
W + ma
z 0000
U
a) _
0- o
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
C)
U
Z
O
U
U o
J
J
U N
L
J o of
W cn a_
Cj_N w
(0
� N o
Of
m
H
0 O m
U z U)
Q
Uo0
F-o�
Z ­', _
U
H Ln
N
Q 0-)
z
_0
(/)
>1W
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc. �
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E160
160 OF 189

c�
0
N
>
W
IY
I
W
O
m
w
m
Ln
I
r -
Ln
I
U)
F__
W
m
Y
U
Q
m
U)
Ld
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
m
In
C�
Z
a-
m
Q
I
m
ry
LSI
U)
I
m
W
(n
Q
m
I
Q
C7
I
U
z
-c
0
I
Ln
Ln
I
O
LO
O
6
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:600
00
00
00
00
0 Cn
00
00
00 co
�O
CD
CD
CD
CD
O
CD
CD
CD
o
"
o
1
C"
N
Cn
+
0 a
rn
+
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
ROADSIDE DITCH
0
I
co
z
8065+22 8065+39
MATT HAIR RDI MATT HAIR RD
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
of
m
;
m
CULVERT AS NEEDED
0
0,
o
o
r
o
0
0 0
0 0
WATERBAR OUTLET (PLAN VIEW)
o�
O
CA„
WATERBAR (PLAN VIEW)
0
�c+D 1�(+n
O CD
nw
41
nN
�CA
8065+56
CD
O
INLET/OUTLET PROTECTION
8079+12
O
�
Un
Cn
I
SLOPE MEASUREMENTS.
500
r-
I
I OVERHEAD ELECm
" m
CL STREAM SCMP046��
500
0
0
m
„m
400
SLn
m o I z C z co
DUt p0 p0
o
-1 o
�'
�
o
ra
r�
SEE J.D. HAIR &ASSOCIATES, INC.
400
p cn cn
= Ln
�
00
�+
0
�+
5>
DRAWING AP2-006A FOR DETAILED
HDD DESIGN
+ �p �f
N N n+ n+
� � rn
p+
p
I� �
=w
O
=00
CD
w
C-)
4
z�
p 0
z00
p O
0
300
� cNil �
o O
I
��I
con
I��
C)
„�
000
c�o�,
�+
300
0
Im
D
D W
O
O
� O
O
co 16�
C)
I
I�
41
CD
4�
I
200
m
00 00 CO 00 00
CD O O O
00
O
00 00 00 00
O O
w
O
0o
O
••
w 00
O O
00
O
00 m
C) Oo
m
0.
p
O
00
00
200
p
p
rn OD O Cn 5
4
5
O
p p
Cn O M O
N
O
O
O
••
J J
Na
V
m OD
coOo
O0
p
00
p
CO
m
O
Co
O
O 00
O
O
co
co
p
N
00 O
a a
00
+
p
0
J
O
+'
N
+
O
co
O
100
O
O O O
O O p O
1—J—
O
O
O O
p p O O
O
O
O
O
O O
O
O
O +
0
O
O
O
O
O
+
O
+
O
+
O
+ +
O
+
+
100
PROFILE VIEW
-------
—
----
---------- ---- —
-----
---
----------
----�---
0
�—
---------I-----
0
0
0
0
0
--
—
----- 4—
—4—
---
H 0 R Z : 1 19 = 2009
<5% <5%
<5%
<5%
<5%
<5%
>35� <5%
<5%
VERT: 1 " = 200'
0
0
II
II
STA. 8072+57
8078+83 8080+30
PROPOSED TEMPORARY R.O.W.
�T T �T_l7 7+0�
PROPOSED 36" AP -2 PIPELINE
C
CPROPOSED
PERMANENT R.O.W.
C)
PROPOSED PERMANENT R.O.W.
00 ao
0 0
o
PROPOSED TEMPORARY R.O.W. 8065+48
8065+45
/:2 / ///1/
0
0
�
J
co co CO co m
O O + + O O O
co m
O O
m
O
00
O
00
O
00
O
00
O
Co
O
Co 00 U
O O +
+
00
O
Co
O
O 01 01
rn J N w
01 01
? (n
01
rn
�
w
0)
rn
0)
v
�
c0
O
'4 0)
J Oo
�
00
O
00
STATIONING &
+ + + + +
0 0 co co 0)
LA w w w cn
N + +
ul cn J
- Ln cn
+
J
Ln
+
00
I I
+
Co
0'
+
Co
0'
+
0
0'
+
C>
0'
+ +
oo41
+
N
+
N
P
CONSTRUCTION LIMITS
806` +89
8066+45
8064+85
00
o
0)
0)
�4`
o
m
00
o(0
CO
+
+
Cn
++
LL -22-085-A144
+
---
w
00
CD
w
Cn
+
w
w
N/F
rnN
LL -22-085-A141
I N/F
1
I
N/F
1
LL -22-085-A146
I
WILLIAM JAMES CAIN
COGDELL FARMS LLC
N/F
ELY JACKSON PERRY III
ELY JACKSON PERRY III
N/F
PARCEL I.D. # 0451-41-1932
ELY JACKSON PERRY III I PARCEL I.D. # 0451-80-5494
1 PARCEL I.D. # 0451-92-5243 I
I
PARCEL I.D. # 0451-92-5243
1
WILLIAM JAMES &
635 LF
PARCEL I.D. # 0461-00-2378 929 LF
734 LF
2504 LF
AREN HILDERBRAND CAI
1607 LF
PARCEL I.D. #
0451-
PROPERTY OWNERSHIP
81LF462
PIPE SPECIFICATION
co CID
00
00
00
00
0 Cn
00
00
00 co
�O
CD
CD
CD
CD
O
CD
CD
CD
o
"
o
1
C"
N
Cn
+
0 a
rn
+
0
0
ROADSIDE DITCH
0
0
co
z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
of
m
;
m
CULVERT AS NEEDED
0
0,
o
o
r
o
0
0 0
0 0
WATERBAR OUTLET (PLAN VIEW)
o�
O
CA„
WATERBAR (PLAN VIEW)
0
�c+D 1�(+n
O CD
STRING VIEW BAND
LEGEND
— PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
® ACCESS ROAD
---------
STORM SEWER
N
rT1 O I Z O
cn
I Z O
D o Cn
�0 C3
0 Cn
+ 0+
Nj IQ
n+
�41 �(T
�O
O O
�
---------
STORM SEWER
E
UNDERGROUND ELECTRIC
W
WATER LINE
SAN
SANITARY SEWER
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
8065+22
I
I1 8065+39
8079+12
"
MATT HAIR RD
w
MATT HAIR RD
to
"
w Coo
FENCE (BSRF)
8065+56
0 00
O
o
0
r,OVERHEAD ELEC
o
"
41
1
�/
N
0
+
00
+
+
0
0
ROADSIDE DITCH
0
0
0
I
z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
of
m
;
m
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
C.
Z1 O
Z7 O
I=>
SURFACE WATER FLOW WITHIN ROW
o
TURBIDITY CURTAIN (PLAN VIEW)
co
WATERBAR OUTLET (PLAN VIEW)
o�
O
CA„
WATERBAR (PLAN VIEW)
0
�c+D 1�(+n
O CD
nw
41
nN
�CA
0
CD
O
INLET/OUTLET PROTECTION
O
�
Un
Cn
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
8079+12
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
to
CL STREAM SCMP046��
w Coo
FENCE (BSRF)
0
0 00
O
000
0 0
0
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
N
41
(n co
O I
N
0
0
00
0 0
0
0
0
I I
ROADSIDE DITCH
0
I
IN PLACE OF BSRF)
0
I
z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
I
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
O
O 00
0
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
�+
+CD_
0
CD
O
INLET/OUTLET PROTECTION
O
�
I
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
to
TRENCH BREAKER/PLUG
w Coo
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
co
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
N
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
0
I I
ROADSIDE DITCH
0
I
IN PLACE OF BSRF)
0
I
z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
00 00
00
00
00
00 00
0
w
C-
to
(0 �
w Coo
Coo
(0
0
? 0)
co
O
N
O)
0
U
0 0
z
0
0
I I
0
I
0
0
I
SEE J.D. HAIR & ASSOCIATES, INC.
DRAWING AP2-006A FOR DETAILED HDD DESIGN
OD
C)
to
OD
0
0
CO
O
O
0
0
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
Z
0
z
0
w
C-
Of
Ld
U
0
w0
y
0
U
z
W
o_
In
z
0
Z
0
O
O
O
O
00
C) a
O z
O o
W + ma
Z '-d- U
-::]=
000 bf
- o
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
C)
U
1i
(n
Z
O
U
U o
J
J
U N
L
J O cif
W cn a_
Cj_ N w
0Cl-N C,
m
m
H
0 O m
U z U)
M<
IoW
Q U �
Ln
N
Q 0-)
z
O
(/)
w
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E161
161 OF 189
0
C3
z
O
O
O
O
00
C) a
O z
O o
W + ma
Z '-d- U
-::]=
000 bf
- o
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
C)
U
1i
(n
Z
O
U
U o
J
J
U N
L
J O cif
W cn a_
Cj_ N w
0Cl-N C,
m
m
H
0 O m
U z U)
M<
IoW
Q U �
Ln
N
Q 0-)
z
O
(/)
w
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E161
161 OF 189

C�
N
w
(Y
N
CO
L
W
(n
W
(n
J
J
L�
/
U
w
1n
I
r2
I
1n
w
w
U)
0
w
tr
O
1n
w
m
/
C�
Z_
Q
CL'
m
D
z
n
w
a
I
n
m
w
1n
I
tY
w
1n
Q
m
I
Q
U
I
U
z
Q
C7
I
Ln
Ln
I
O
LO
O
/
Ir
W
a
D'
H
1n
LI
ti
a
O
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
LOD
LIMIT OF DISTURBANCE
V
X
za
x X pO X
11
Ld
;;
Ld
X
Oo
x
I
COIR LOG
Q
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
8116+01 8119+66
EDGE STREAM SCM0024 PROPOSED ACCESS ROAD
ORANGE SAFETY FENCE
8129+36
I
WETLAND WCM0020F ISI
AT THE UPLAN D/WATERBODY BOUNDARY
W
8139+85 I 18140+11 , '
o_
IN PLACE OF BSRF)
In
Z
CuB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
22 -085 -A146 -AR 1
CULVERT AS NEEDED
♦
x
X MARSH
RD MARSH RD.
SURFACE WATER FLOW WITHIN ROW
OTC
TURBIDITY CURTAIN (PLAN VIEW)
0
SLOPE MEASUREMENTS.
500
0
x 8104+94
PROPOSED
22
ACCESS ROAD
-085 -A147 -AR 1
X x 8119+45
8115+99 OVERHEAD ELEC�
FENCE „ 0 2 8119+93
� �� �
I
8134+28 X 8134+56
CHERAW ST CHERAW ST
I I
INLET/OUTLET PROTECTION
500
00'
m o 00 CL STREAM SCM0023
Z �° z 000
z
400
Z
��
m
�N �N
w
o� I
N
X
COX x
moo �� Zoo , Zoo
Z�
400
I +
X
m ,
Dox �� moo X
�t ,_ ,
c) + c� +
m�
m N
��
m c„I m
_ _
�� oo
w Cn
o ,
n�
I
mo
IzCn
r�m� r_mT�o
z(n D� DO -Tim�
rn mN
n+ o+
�J �O
0)
O o
C7+
K: w'
In+
m(D
z41 z�
n+ 0+
mo
00 00 X00 �N �U'
m+ + +
m+ n
DD
C-'+
300
Io
m(0
m� ;nW m+
N N
o
o
m�
��I ISN �� ��
oc.i
300
w
X
m�
X X m oo
X
m m
om
X
X X
ISI"
CD
Ln v con Cn
o
Cw
= _
o
O O
I
I
I I K: m �
o
m
o0
200
w I
a_o C_o
N
w 00 0_0 00 ao co_
00 00 w
Co
00
oo w
C0
CO E0
CO
Cn
Cn
Ln
200
f
ON
O
O O
co
N N
N N N
0) co
w
CD+�I
w
w w co
N N O +
+
+
+
O
CD
O
+
+ + +
+
+ + O CO X O +
+ + +
+
+
+
""I O 0
CD
O
100
+
0
�_
+
0
O
1_
0 0
o 0 0
0 0 0 o
0 0 0 o
O o O
O o 0
A
o
0
O
0
0o O
�J-
o pAt
— — --- ---_
-- -----
----
100
PROFILE VIEW
-----
—
— — — — ----- ----
---- -- ---- — ----- --- ---
—11 — -----
----
----- -- ---- --
-- —
<5%
<5%
<5%
H 0 R Z : = 200'
<5%
<5%
<5%
<5% <5% STATION EQUATION
<5%
<5%
<5%
<5%
VERT: 1 = 2 0 0 �
0
P/ STATION = K.
.22 AHD.
0
PI STATION = 8122+42.89
T
T T�� 20 Cb
2020
w�
T
w
T �_ �_ T
00 22
8120+42
81 20+05
N
Cn
+
N
N
NN N NN N
°'rn °' °° �°
++ + + + +
N 01 co Cn Cn 0)
N O CD �I J
C"w
00
++
0)(D
�(n
w w
— —
+ +
w 00
(b
w
+\\
00 \\
00
w w
� w
+ +
N N
W N
_ �
O j w
+ + + +_ OD
0) 0)
�I -4 00 00
O
01 +
0
N N
Lo U)
%
PROP
POS
O
7 777
/
—
/-;
1,17
oPROPOSED
PERMANENT
R.O.W.
\\ o Cl
PROPOSED 36" AP -2 PIPELINE
+
+
�!
�, J J
l-7/7/7 T/T/T/
PROPOSED PERMANENT
R.O.W.
/ T/ 27L7
\\
/ 777-/ 7'1,,'7
cn
PROPOSED TEMPORARY R.O.W.
cy\\
00
°D
8117+74
+
w
Du a
STATIONING &
Cn
8109+37
rn
CONSTRUCTION LIMITS
co
8105+83 PROPOSED TEMPORARY R.O.W.
00
w LL -22-085-A149
00 00 w LL -22-085-A153 LL -22-085-A155 0o w
ao ao
w 00
Co
LL -22-085-A157
co
rn
o
�'
N
G' 0
�, N/F
JAMES C. MACRAE JR.
w N/F N/F
CD r o CHARLES J. & CHARLES J. & CHRISTINA BRANHAM 00
Cn
CD o
Cn cn
N w
Cn
v
N/F
CHARLES J. d BRANHAM
C+,
±
LL -22-085-A146
LL -22-085-A147 ±
+ &PHILIP W. HAIGH III
+ '� + PARCEL I.D. 0441-90-8234 + +
cn ItHRISTINA MCSHERRY BRANHAM
+ +
CcnO
+ +
ow
+
Jo
+CHRISTINA
PARCEL I.D. 1 0441-90-6201
LL -22-085-A144 O0
N/F
N/F w
LL -22-085-A148
o PARCEL I.D. # 0450-29-4949
546 LF
rn NPARCEL I.D. ## 0451-00-2235 1 4 LF (D ;
CCT1
cn
-22-085-A158
N/F I
WILLIAM JAMES &
I WILLIAM J. & I
N/F
1
717 LF LL -22-085-A156
I I
I 1
C
WILLIAM JAMES CAIN
KAREN HILDERBRAND CAIN
PARCEL I.D. # 0451-31-5462
KAREN HILDERBRAND CAIN
I 1
PARCEL I.D. 0451-31-5151
MARSHALL C. &CHERYL L. RAY
PARCEL I.D. # 0451-20-1753
I LL -22-085-A152
LL -22-085-A154 N/F
I CHARLES J. & CHRISTINA BRANHAM I I
Nf F
I I
I I
CHARLES J. & RISTINA BRANHAM
PARCEL I.D.# 0441-90-5200
PARCEL I.D. #
0451-41-1932
268 LF
#
617 LF
1563 LF
N/F
VEDA ANNETTE &
PARCEL I.D. ## 0441-90-7212
1 1 EDWARD EARL HOOD, JR. 1 "10 LF
1D9 LF
-22-085-A159
635 LF
1079 LF
LLOYD EDWARD DIXON PARCEL I.D. 0441-90-6773
N//F
PROPERTY OWNERSHIP
PARCELROW DONLY 16060SF 2696 1 LF
CHARLES LANETTE WALTER
PARCEL I.D.AS 441-90-2
PIPE SPECIFICATION
8104+94 8116+01 STATION EQUATION 8134+28 8134+56
PROPOSED ACCESS ROAD EDGE STREAM SCM0024 8119+45 PI STATION = 8123+58.22 BK. 8129+36 x CHERAW ST CHERAW ST 8139+85 8140+11
I;C22-085-Al 47 -AR 1 8115+99 X X OVERHEAD ELEC PI STATION = 8122+42.89 AHD. WETLAND WCM0020F�; MARSH RD� I MARSH RDFENCE ao 00 00 0_0 0_0 00 00 00 ao 00 00 00 00 00 00 00 00 00 00 (p Oo Oo Oo Oo Oo Oo 00
O o O Io o 00 N N N N N w w w w w I � I 41 Cn Cn 01
O N m C0 O N O r, == O N m m I CD N O 00 O N O 00 O N 41
+ + + X + + + + + X + + X + + + + + + + + X + + ±I + + + + + + +
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c� 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
•ol �I �
Z m 8119+93 m m
ED O CL STREAM SCM0023 I � co m m
0o x X * w < X X X m
�o co 0° �� �_C°p p oo z°_° z°° Zoo I I K: Za0 ZC0 z00
—� m,
'T'� �'l f= _� T' ON ON o� w c> 1 1CO 0 + o� o� o,
mQ+, ± 0+0 n++ .�++. z� m� rmiw w1 I 1�� m+ n+ m+
IZ (n z Cn Z (n m 0 Z O CD m m 00 _ (i CJD N Cn Cb
mC, „mow m� m� �rn �� �� n+ z� z� oo po O �C0 �w �rn
m X 0 XX.n r X ao o .o ow. Xm�D im+OX Xn+ m� m+ o �N, mN ow
I m 81 19+66 0 0 O O w m� D I -� O
STRING VIEW BAND ow o n PROPOSED ACCESS ROAD N �O' N o
a' 41 22 -085 -A146 -AR 1 �' �' om � �
LEGEND
PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
za
BELTED SILT RETENTION
Ld
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
Q
0
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
CL'
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
In
Z
CuB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
OTC
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
5 X51 �CARi'''f.
I)
` ,
I f�liili 1155551
C)
C)
li7
oo
CQ
O z
O o
Uj + ma
Z O 0
J OF-
00 (- O
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
C)
U
(n
Z
C)
U
U o
U N
L
J O cif
w N 0
C1.w
Cl C�
N C,
Of
m
H
U) ~ a
0 O m
U z cn
M<
0
F- O �
Q U
C4
N
Q 0-)
z
O
>1
LLJ
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E162
162 OF 189
z
za
Ld
Cr
Ld
0
U)
0
Q
0
0
0
Z
CL'
W
o_
In
Z
0
Ln
5 X51 �CARi'''f.
I)
` ,
I f�liili 1155551
C)
C)
li7
oo
CQ
O z
O o
Uj + ma
Z O 0
J OF-
00 (- O
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
C)
U
(n
Z
C)
U
U o
U N
L
J O cif
w N 0
C1.w
Cl C�
N C,
Of
m
H
U) ~ a
0 O m
U z cn
M<
0
F- O �
Q U
C4
N
Q 0-)
z
O
>1
LLJ
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E162
162 OF 189

c>�
N
W
Of
I
Ld
I-
O
Dy
Ld
Of
I
y�
V
co
I
N
I
Ln
I—
Ld
1-11
U7
a -
Y
U
Q
m
U)
Ld
lZ
U
Q
m
i
U
Ld
U)
i
c�
z
Q
0
In
C�
Z
a-
m
Q
I
m
Of
Ld
U)
I
Of
Ld
(n
Q
I
Q
C7
I
U
Z
-c
0
I
07
LO
Lf�
I
O
Ln
O
0
z
w
J
0
Q
U
Q
C�
nsultants, Inc.
NOTE:
/
600
zn
Ld
E
U
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
U)
8192+83
8193+30
0
o
O
8192+83 I
RT 87 �
I ��I
I 0
RT 87
RT 87
O
SLOPE MEASUREMENTS._
500
V / )
/
z
z
=
O
8192+51
= 8193+61
z
500
RT 87
RT 87
z CO
0
co
0
Co
LLJ
RT 87
RT 87
8194+14
OVERHEAD ELEC
400
��
CL0
_°°
��
000
000
8192+51
8193+61
400
S
U
+
0
�
w
a
\
o
0+
RT 87�1�
RT 87
F
C
CT
EO
CT
ao
O
�Jo
oma°
o_o
O
o_o
O
_+ I
d0+
E
V
Co
V
Co
J
Co
CD
co
co
300Tj
Ln
CO
CO
CO
QD
00
tD
CO CO
I tD
CO
CO
to
CO
CO
N3
CO
NJ
0
w
Co
300
O
00
O
N
oo
oo
O
N
4
O
D I I
->< 00 00 00 00
00
NJ
00
=
=
O
00
Do
N
O
C75 N O O) O N
41
00 O OJO O
N
41
O)
00
O
N
O) c0 O NJ
0
+
00
+
+
+
+
+
(n
00 0
+
+ + + +200 O 0 O O O
O O O
O
O
O
O
+
O
+
Oo
ZOO
+
+
+
+
+
O O
0
O
0
O
_
0
O
0
O
0
O
0
O
0
O
0
O
O
O
— — — — — — — — — — — — — — —
— — — — — — — — —
0
O
—
— — —
----
L_ -- — — — — ----- -- ——
— ---O _+
0
O
0
O
0
O
100%—
0
O
— — —
% <5% `5% <5%
<5%
<5%
<b7.
<5% <5%
<5%
5-10%
— —
— —
100
PROFILE VIEW
<5
5-10%
0
o
OVERHEAD ELEC
HORZ: 1 " = 200'
z a0
VERT: 1 " = 200'
0
L
O
OA O0
0
CO_
N CO
41 �+
co
G
C"L4
U)
6)
��
0
00
Oto
m J
m�
p,
W
L4
W
O
STRING VIEW BAND
Cn
+
PROPOSED TEMPORARY
LT
D°
DW
N
cn
(J)
o
(T
PROPOSED PERMANENT R.O.W. o
N
>
D
O
z
,>
Z PROPOSED 36 AP -2 PIPELINE
U) N
O
PROPOSED PERMANENT R.O.W.
w
0)0)
m
r
m
r
C
Cn
7
ZZ/��. /7/7� i�r /-7' n /-7=
TEMPORARY R.O.W.
_
+
o
i+4
T/T
siE278PROPOSED
I=Z=7
lo
C)
STATIONING &
CONSTRUCTION LIMITS
+
Ln
00
LL -22-085-A163
LL-N2,2�-381
00
Cn
+
U' m N/F rn J LL -22- N
+ + EDWIN J. WATERS, JR. + + + LL -22- + 085-A167+
+
+
"' + LL -22-085-A171 MARVIN
E. WFR81 �E7R IDON
+
J `° w � 085-A166 cin N/F �
LL -22-085-A159 0 LL -22-085-A160 & DELORES A. WATERS
PARCEL I.D. # 0441-80-3582 L 22-085-A165
LL -22-085-A168 w
LL -22-085-A169
N/F
oo
�) PARCEL
�, w N/F
REGORY VANDER &
I.D. OV15-46-7443
EG' IN SCAGGS
41
N/F
N/F N F NEIL B.
I I 4'17 LF I I / I I
N/F I
I
I
CHARLES
&
LANETTE
WALTER EDWIN J. WATERS, JR. N/F LESLIE ANN McDONALD
JOYCE A. McCALL
LOIS A. LOWERY
CHARLES GLENWOOD SMITH LL -22-085-A172 PARCEL
I.D.
PARCEL I.D. # 0441-90-25001 & DELORES A. WATERS I LL -22-085-A164 I IJAMES STEPHEN I MCFADYEN PARCEL I.D. #1 PARCEL
I.D. # 0440-79-1358 I
PARCEL I.D. # 0440-69-2307
I
PARCEL I.D. # 0440-49-8887 N/F
1
2051 LF
455 LF
PARCEL I.D. # 0441-80-7580 N/F CANADY PARCEL I.D. # 0440-79-5399
677 LF
1206 LF
ROW ONLY 4257 SF EDGAR MARVIN SCAGGS
422 LF CLEDUS HH McCAW PARCEL I.D. # 440-79-7639 161 LF
PARCEL I.D. # 0440-49-0646
PARCEL I.D. 0441-70-8133 0440-89-2608 184 LF
I
ROW ONLY 5516 SF
PROPERTY OWNERSHIP
10 LF 203 LF
Eir
1
2/22'////_/_ _ ' /_/_/_ _�`/ 1 Ez1T _ 7� 11 11T1T1 *1 �IIl1I 1
�1 � BORE PIT
T' 1 J— ' � START/STOP,
T�
/ /
•- // / I `/
I r 01-���� O H / _ _ \ \ H�' \ -U H•=► �� = O H` O H 0 O H -— O H . IO H 0 / 0 illi Ot�_� H /
H - Ofl OH -�/-/ 0 \ p OH OH OH Oyl OH OH OH H , OH - OH``< OH - OH - OH ` 91� - �0 -
_ coo •. 1 \\ \ / _--
-AIN�� "`O � \ \ \ \ \ \�Q� I ♦ _^ - �` / �
A-
N
-177 7Z; I7
1 ' ` i'� -\ � / 1 � 1 1 ..\\ \ > l 1/ ► - � / ' / I I I I I I 1 I \ \ \\ �� 1
BORE PIT /
1 I 1 1 /^ -•\ i _ I ,, I — .� T� START/STOPS
\ \ \ 1 1 1
71
I � \ \��\ ,_ \ 7 ) / j / \\ \ \ I 1 I I I I .. . - .. •1 1 � // //// //�%// /jam/ c ,/ // /
VIEW -ARE NOT TO,e'SCALE SO THAT THEY ARE OR1• / / \/ 1 / I I I I I I / � / / !// /�/ /) ••
FOR CLARITY,\ ONLY. E&S CONTROLS SHALL BE PLACED WITHIN \�HE LO1Y. f f
PIPE SPECIFICATION
V PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE NOTES:
LEGEND Q TEMPORARY WATERBAR/SLOPE BREAKER BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
m TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
— — PROPERTY LINE - — — — — — — — - STORM SEWER T 3. IMAGERY TAKEN FROM GOOGLE EARTH.
MEEZEEZEEffm COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
E EXTRA WORK SPACE TOPSOIL SEGREGATION AREA Oo STREAM CROSSING
�( �( FENCE UNDERGROUND ELECTRIC ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
UONTRSFWS STREAM CROSSING WITH ENHANCED 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W WATER LINE O CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
— — STREAM �AT THE UPLAND/V1IATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. - ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
G G EXISTING GAS PIPELINE SAN SANITARY SEWER IN PLACE OF BSRF) - 9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
WETLAND CUB SOIL TYPE AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CONSTRUCTION ENTRANCE WITH DITCH DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
0 H OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT AS NEEDED ♦ GENERALIZED SURFACE WATER FLOW 10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
CULVERT/ACCESS ROAD WATERBARS NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT BORE PIT OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
OTC TURBIDITY CURTAIN (PLAN VIEW) O WATERBAR OUTLET (PLAN VIEW) 12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) WATERBAR (PLAN VIEW) OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). 0 50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
zn
Ld
E
U
U)
8192+83
8193+30
0
O
O
U
V / )
/
z
z
0-
O
a
z
�Z
RT 87
RT 87
o
>
LLJ
CL0
CL
Q
8192+51
8193+61
Y
S
U
Z
0
�
w
a
\
o
RT 87�1�
RT 87
CO
(J7
C
CT
EO
CT
ao
O
CD
O
o_o
O
o_o
O
o_o
O
C_o
V
E
V
E
V
Co
V
Co
J
Co
CD
co
co
00
DD
0
CO
CO
CO
QD
00
tD
CO CO
I tD
CO
CO
to
CO
CO
N3
CO
NJ
0
CO
NJ
Co
-P.4
O
00
O
N
O
00
O
N
4
O
CO
O
N
�
=
=
O
00
O
N
O
CO
O
N
0
0
COO
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
0
O
0
O
0
O
O
O
o
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0 0
O O
O
0
0
O
0
O
0
O
0
O
0
O
0
O
8194+14
0
o
OVERHEAD ELEC
z a0
L
O
OA O0
41 �+
P�41
+
+
��
0
00
Oto
m J
m�
0
O
STRING VIEW BAND
Cn
D°
DW
V PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE NOTES:
LEGEND Q TEMPORARY WATERBAR/SLOPE BREAKER BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
m TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
— — PROPERTY LINE - — — — — — — — - STORM SEWER T 3. IMAGERY TAKEN FROM GOOGLE EARTH.
MEEZEEZEEffm COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
E EXTRA WORK SPACE TOPSOIL SEGREGATION AREA Oo STREAM CROSSING
�( �( FENCE UNDERGROUND ELECTRIC ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
UONTRSFWS STREAM CROSSING WITH ENHANCED 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W WATER LINE O CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
— — STREAM �AT THE UPLAND/V1IATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. - ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
G G EXISTING GAS PIPELINE SAN SANITARY SEWER IN PLACE OF BSRF) - 9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
WETLAND CUB SOIL TYPE AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CONSTRUCTION ENTRANCE WITH DITCH DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
0 H OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT AS NEEDED ♦ GENERALIZED SURFACE WATER FLOW 10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
CULVERT/ACCESS ROAD WATERBARS NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT BORE PIT OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
OTC TURBIDITY CURTAIN (PLAN VIEW) O WATERBAR OUTLET (PLAN VIEW) 12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) WATERBAR (PLAN VIEW) OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). 0 50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
O
O
W
C)
N
00
C) a
0 0
Li.l + a
Z '-d- U
J LOf
_
O
� Q Z
(n
CV z
LL `Z o
j 0
a:m
Z
c� g
Ld
Q m
Z
O
U
Qf
(o
Z
O
U o
J
J
L
J O cif
Ld cn D_
Cj_ N w
c�
a- N
0_
� DD
O O m
U Y
Q
Uo0
Z U �
J Lo
N
Q 07
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E163
163 OF 189
z
zn
Ld
E
U
U)
U
0
O
O
U
V / )
/
z
z
0-
O
a
z
�Z
o
>
LLJ
CL0
CL
Q
D
Y
S
U
Z
0
�
w
a
\
o
Z
O
O
W
C)
N
00
C) a
0 0
Li.l + a
Z '-d- U
J LOf
_
O
� Q Z
(n
CV z
LL `Z o
j 0
a:m
Z
c� g
Ld
Q m
Z
O
U
Qf
(o
Z
O
U o
J
J
L
J O cif
Ld cn D_
Cj_ N w
c�
a- N
0_
� DD
O O m
U Y
Q
Uo0
Z U �
J Lo
N
Q 07
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E163
163 OF 189

c>�
N
>
W
ry
I
W
O
ry
Ld
ry
I
m
m
I
N
m
I
U)
F__
Ld
Cn
I-,
Cn
n
Y
U
Q
M
U)
Ld
Y
U
Q
M
/
U
W
In
C7
Z_
Q
ry
0
ry
In
C�
Z
a-
a -
Q
I
n
ry
LSI
U)
I
ry
W
(n
Q
ry
I
Q
C�
I
U
z
-c
0
I
LO
Ln
I
O
Ln
O
0
z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
>5<
1600
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
STATIONING SHOWN ON THE
Q
O
COMPOST FILTER SOCK
LdD
USFWS STREAM CROSSING WITH ENHANCED
8246+81
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
8246+81 * I I 8247+11
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
DRAWING IS BASED ON
IN PLACE OF BSRF)
I
z
CuB
SOIL TYPE
O
r
YARBOROUGH RD YARBOROUGH RD
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
SLOPE MEASUREMENTS.
500
I=>
SURFACE WATER FLOW WITHIN ROW
70
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
_
�
8246+46
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
500
8208+20
zo000
I
KOND
Ln
00000
o
o
E(",
o FENCE ; I M
C)00
FENCE
Z
xco
�+
N
m
;U 00
z- L'i
Zw �L7
z� =oo
� N N
RD
400
32
C)+ '
o+ '
'
0+
,=N
o+ I +
I + o� o�
400
,FENCE
0°'
Iz°'
o
o(A11 K CO
oN
IZ J `D
I L4
o
,
�
0o
o
=� v
I0
I0Cn
I
co
co
00
co
N
00
300
co
I
ice'
co
co
to
to I
0o co
00
co
co
300
co
co
CO
00
w_p
N N
N
00 00 00
OD N
41
N
� 00 I w 00
00 00 CO
CO
00 00 00
Cil Cn
Oo
00
N Q
N
N
t`
OD
00
N
00
OD
N
N N 00
00
00 00
P, � N a cc O
N
W
0')
N
N
N
ZOO
O
J
N
N
O
CO O
N + + + O N
W CA
+ + + + +O O
O
O O O
+
+
200
N o
N =�
+ +
0 0
+ �
+ +L+
0
w
O
w
N
O
+
+ O O o +
0 O o o � +
0 0
0)
+ +
00 00
0 O o o O o
� o O i
0
0 0 o
O
0
o
CP
O
CP
N
CP
�
CP
m
0
o
O_
0
_ _ ____ 0
— — — — — —
+
0 _ _ — — — — — — — — — — — — — — — — — — —
l _
— —
— — — — — — — — — — — — — — —
— — — —
— —
+
I
00
— — —
__ _ ___
— —
—
—
___
_ _
_—__ ____
<5%
__ ____
<5% <5%
<5%
<5%
+ +
100
PROFILE VIEW
+
+
<5% <5%
+
+
+
10-20% 5-10%
<5%
5-10%
O
O
r
0
HORZ: 1 " = 200'
M:
O =
O
O
0
O
O
O
O
O
O
0
O
0
O
0
O
0
O
O 0
O O
VERT: 1 " = 200'
0
0
O
0
O
0
O
0
O
o
O
O
O
0
00
I
co
co
co
I�T
f T 1
Dz
Cl)
r J
I
PROPOSED TEMPORARY R.O.W.
0D
CO
Z
Z
J
T/ T/ T/ T/ T/ 7 / T/ 7 /T
L?17 7 17-r/ /
S/44- /SL7L%
Z O0
�
CO
��''
I
0
PROPOSED PERMANENT R.O.W.
8234+67
PROPOSED 36" AP -2
PIPELINE
00
N
PROPOSED PERMANENT R.O.W.
N
8208+32
o +
/77
0
O
T
��� 82 5+774/ /�� 8246+67 T
PROPOSED TEMPORARY R.O.W. CO Oo 8245+49 �m� 8246+39
CL STREAM NHD_NC_F_044��
/ / / / / /
��
FENCE
00 00 N
N +
00 00OD
+ Ili+
I rn .
X00 .
00 00
N
CD CO 00 00
+ N N N / / N
I + .
N(b
+ +
I +
+
CD
+
00
O Cf
+ N +
Cn
CCw O J
+ + + +
STATIONING &
0) 0)
�w
°n
°n
zj
� �' �
o o
CONSTRUCTION LIMITS
z6
zw
u,
I
o�
l0
00
X000
col
001
N
iiSG
NJ LL -22-085-A188 rwv
N r�i
m v
o
00
N
LL -22-085-A173 �
l0�
LL -22-085-A187
In
N/F w
w � �
C+n P
cn P.
LL -22-085-A191 " W
� �
�owD
LL -N2-375
+
�
w
I
STRING VIEW BAND
N/FI
Ln
''
THREE BROOK LLC
I
I I
N/F
o
Lp
Cn
�'
EDGAR MARV N SCAGGS
Imo'
o
THREE BROOK
LLC
PARCEL I.D. # 0440-29-1528
WILLIAM J. WIGGS, JR. I I
JOSEPH GLENN RIDDLE
PARCEL I.D. # 0440-39-6638 I
PARCEL
I.D. # 0440-29-7398
I 851 LF LL -22-085-A189 I
I I LL -22-085-A187
�
&DONNA A. WIGGS
PARCEL I.D. # 0430-99-9778
cD
2051 LF
909 LF
CD
N/FBROOK
N/F
PARCEL I.D•1 I
2123 LF
THREE LLC
THREE BROOK LLC
50 LFO-17-0016
PROPERTY OWNERSHIP
PARCEL I.D. # 0440-18-6906
21 LF
PARCEL I.D. # 0440-29-7398
39 LF
PIPE SPECIFICATION
LEGEND
PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC En EXTRA WORK SPACE
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
Q
O
COMPOST FILTER SOCK
LdD
USFWS STREAM CROSSING WITH ENHANCED
8246+81
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
a
IN PLACE OF BSRF)
-
z
CuB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
OTC
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
YARBOROUGH RD
8247+11
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
x
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
8246+46 x
YARBOROUGH
RD
FENCE
OD 0o
0o
00
00
co
co
00
co
N
00
00
N
co
00
00
co
co
co
co
0o co
00
co
co
co
co
co
co
00
N N
N
N
N
N
N
N Q
N
N
N
N
N
N
N
N
N
N N
N
I
N
N
N
N
N
N
N
O
CO O
N
41
m
00
N
O
N o
N =�
N
Cn
000
w
O
w
N
w
41
w
M
w
00
41
O
41
N
41 4
M
41
00
CP
O
CP
N
CP
�
CP
m
CP
00
O
O
C71
N
+
+
+
+
+
+
I
+ fel
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
O
0
O
O
r
0
0
M:
O =
O
O
0
O
O
O
O
O
O
0
O
0
O
0
O
0
O
O 0
O O
O
O
0
O
0
O
0
O
0
O
0
O
o
O
O
O
D N
I
I�T
f T 1
Dz
r J
I
Z
Z
FENCE 20
Z O0
�
CO
��''
I
0
8234+67
oD
00
8208+32
o +
o N
O
CL STREAM NHD_NC_F_044��
FENCE
,
c0+
I rn .
X00 .
�o
I + .
I +
00
0�
�w
zj
+
0+
z6
zw
u,
I
o�
l0
00
X000
iiSG
o
l0�
In
�� x
�owD
STRING VIEW BAND
Ln
''
I
�
o
Lp
Cn
�'
Imo'
o
I�
0
L4
cD
CD
c0
LEGEND
PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC En EXTRA WORK SPACE
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
FENCE (BSRF)
Oo
STREAM CROSSING
O
COIR LOG
Q
O
COMPOST FILTER SOCK
LdD
USFWS STREAM CROSSING WITH ENHANCED
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
a
IN PLACE OF BSRF)
-
z
CuB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
OTC
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
z
_0
LLJ
IZ
N
cD
N
00
C) a
O z
O o
W + a
Z 00 U
J O =
0- o
00 � � z
Ln
N� z
� IZ o
a�
z
c� g
Q M
Z
C)
U
Qf
Z
O
U
U o
J
J
U N
L
J O cif
W cn �
Cj_ N w
0Cl-N C,
Of
M
H
U) ~ a
0 O m
U z U)
C)Q
U_ o O
F-_ C)
Z ­',_
U 3�:
H Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D El 63A
163A OF 189
z
z
9-
w
Of
U
In
O
Q
O
LdD
U
z
Ld
a
z
O
Ln
z
_0
LLJ
IZ
N
cD
N
00
C) a
O z
O o
W + a
Z 00 U
J O =
0- o
00 � � z
Ln
N� z
� IZ o
a�
z
c� g
Q M
Z
C)
U
Qf
Z
O
U
U o
J
J
U N
L
J O cif
W cn �
Cj_ N w
0Cl-N C,
Of
M
H
U) ~ a
0 O m
U z U)
C)Q
U_ o O
F-_ C)
Z ­',_
U 3�:
H Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D El 63A
163A OF 189

c>�
N
W
ry
I
W
O
D'
W
m
I
m
m
I
N
m
I
U)
F__
w
m
Y
U
Q
m
U)
Ld
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
m
In
C�
z
a-
m
Q
I
m
ry
W
U)
I
m
W
(n
Q
m
I
Q
I
U
Z
-c
0
I
O
LO
Ln
I
O
Ln
O
0
z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
FENCE (BSRF)
I
STREAM CROSSING
COIR LOG
U
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
STATIONING SHOWN ON THE
600
USFWS STREAM CROSSING WITH ENHANCED
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
x
IN PLACE OF BSRF)
x
z
600
DRAWING IS BASED ON
SLOPE MEASUREMENTS.
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
o
8267+78
OVERHEAD
ELEC
GENERALIZED SURFACE WATER FLOW
�\
ao
1 I 8176+78
o O OVERHEAD ELEC
I
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
500
WATERBAR (PLAN VIEW)
0
1
o =
m
_
�
�
o
m
ao
m
o = =0 8176+16 8176+34
m m FIRE DEPT RD FIRE DEPT RD
INLET/OUTLET PROTECTION
500
zoo
�0
z00
�Cc
X00
;U 00 ;:0 00
�X
00X
Qi
O
o+
J
J
o+
J
T.
J_ J_ G7 8176+76ZrA
o+ o+
m
m 00
n+
400
O:
��
�� FENCE
m±
M CD
400
�W
rN
�+
,n+
�J
r0°
41
rc°
rJ rPO
� �+ I
oX
NX
O
O * "'
o
A
m
0
m
000
m m (D 8176+57
�' O OO D J RIGHT OF WAY
�,
300
Cn
_
= o
�
a
= _ 1
z
m
z
300
tb
,
�N3
w
CO
CO
CO Oo Oo 00 oo
m
00 Oo
c� CD w
w
a
CC)
m
CO
00
CO
CD
rn o N rn o 00
X
X m
rov'
m
O
O
-4 rn
COJ
o
N oJo
+ + + + + + + + +
++
0D
+ + +
+
+
200
+41
0
0
+o
0
0
CO+0
0
O N +
+ + +o 0
0 0 0 0
0
+
0
0
+
0
0
0 0 o O 0 0 0 0 0 +
0 0 0 0 0 o O o 0 0
+
0 0
0 0 0
0
0
0
200
0
0
— — — — — — — — — — — — — — — — — — —
— — —
— — — — — — — —
— — — — — — — — — — — — — — — —
— — —
—
PROFILE VIEW
100
<5%
<5%
<5%
STATION EQUATION <5%
<5%
<5%
100
H 0 R Z 1 " = 200'
<5�
PI STATION = 8286+91.18 8K.
:
PI STATION = 8169+77.40 AHD.
VERT: 1 " = 200'
0
0
co
CD ONO ONO
N
00
?
D
D
N L4
Ln
w w
000
O
i 223r.
o PROPOSED TEMPORARY
R.O.W.
/S/� /� r/ / T/=/�
/-700
N
N
N
D
PROPOSED 36" AP -2 PIPELINE D
o
PROPOSED PERMANENT
R.O.W.
J
J
0+0
41
72=_/7";(7/-+
41
1
�
00 L
PROPOSED PERMANENT
R.O.W.
o
PROPOSED TEMPORA
R.O.W.
///
N
N
N N
STATIONING &
°'
(OJ7
°'
W
co CY 00
N 00UI 0) 00
± J �� J
TOPSOIL SEGREGATION
AREA
CONSTRUCTION LIMITS
Q0 Cn
00co
C11N
O 1i
C3
+
o00
LL -22-375
+
+C101
LL -22-377
+ + +
o J J
LL -22-378 LL -22-379
LL-22-381
+
cr
N/F
I
N/F I
N/F I N/F
N/F
JOSEPH
GLENN RIDDLE
I
LYNN M. MELTON 1
S&K
INVESTMENTS INC. I S&K INVESTMENTS INC. 1
MARVIN E. & KEVIN
N. HERNDON
PARCEL I.D.
# 0430-99-9778
PARCEL I.D. # 0430-85-4648
PARCEL
I.D. # 0430-77-1321 PARCEL I.D. # 0430-67-2425
PARCEL I.D. # 0430-46-7443
2123
LF
791 LF
1038 LF 621 LF 1 I
2758 LF
PROPERTY OWNERSHIP
1
PIPE SPECIFICATION
8267+78 8176+16 8176+34
OVERHEAD ELEC FIRE DEPT RD FIRE DEPT RD X X
00 Co 00 00' Co w 00 00 eo 00 00 00 00 00 eo 00 00 N _
20 00 00 00 02 w OD
N O ON N N O N N O I EO
0) O O J J 00 00 00 00 00 00 00 00 00 (D (D (D (D=a O = Oo O N W O N00
rn
+ + + + + + + + + + + + + + + + + + + + x + + + x + + + +
o O O o O o 0 0 0 0 0 0 o O o O O O o O O O o 0 0 0 0
0 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
r 8176+78
o '� 0 0 0 o OVERHEAD ELEC
z 00 I m 000 O °N° z 00 ; �00� STATION EQUATION �O O� 1 1 8176+76 0o>V X �X
p rn = m _ � p � _ Ja= � PI STATION = 8286+91.18 BK. _ �_ �_ �I = z c°D,, z to
+ D N + J o + o + PI STATION = 8169+77.40 AHD. o N o 1 FENCE + c� +
mac+, rN �� �J mw m00 my m00
J o I 8176+57 m� r''N
r r r r m RIGHT OF WAY X X
STRING VIEW BAND o " � " " "rri " DJ
N (D (n _<
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
FENCE (BSRF)
A
STREAM CROSSING
COIR LOG
U
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
Ld0
USFWS STREAM CROSSING WITH ENHANCED
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
a
IN PLACE OF BSRF)
cn
z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
CC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
z
_O
0�
w
LItMNC, INC.
C)
C>
Cfl
07
00
C) a
O z
O o
W + a
Z C-4 0
00 bf
J CV =
0- O
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
O
U
(n
Z
O
U
U o
J
J
U N
L
J O cif
W cn �
Cj_ N W
0Cl-N C,
Of
m
H
U) ~ a
0 O m
U z U)
M<
IoW
Q U �
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E164
164 OF 189
z
w
a
Of
U
U)
U
Q
O
Ld0
U
z
w
a
cn
z
0
CC
z
_O
0�
w
LItMNC, INC.
C)
C>
Cfl
07
00
C) a
O z
O o
W + a
Z C-4 0
00 bf
J CV =
0- O
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
O
U
(n
Z
O
U
U o
J
J
U N
L
J O cif
W cn �
Cj_ N W
0Cl-N C,
Of
m
H
U) ~ a
0 O m
U z U)
M<
IoW
Q U �
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E164
164 OF 189

C�
N
w
n,
Cfl
O
r
I
Ln
CO
r
U)
w
w
(/)
/
w
(n
J
J
L�
/
U
w
(n
I
r)
I
U)
w
w
Cn
0
w
tr
O
Cn
w
m
/
C�
Z_
Q
m
D
Cn
z
n
w
a
I
w
m
w
U)
I
m
w
U)
Q
m
I
Q
U
I
U
z
Q
C7
I
rn
Ln
Ln
I
O
LO
O
/
li
w
a
D'
H
In
LI
ti
a
O
Z
W
J
ILI
Q
U
Q
C�
nsultants, Inc.
PIPE SPECIFICATION
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
W
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
MEEZEEZEEMM
STREAM CROSSING
O
COIR LOG
Q
0
COMPOST FILTER SOCK
LdO
USFWS STREAM CROSSING WITH ENHANCED
8246+82
O
8246+82
X
ORANGE SAFETY FENCE
CY
NOTE:
600
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
cn
z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
CCCC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
WETLAND WCMHO02S2 "
TURBIDITY CURTAIN (PLAN VIEW)
WETLAND WCMH002S2 . .
600
STATIONING SHOWN ON THE
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
PI STATION = 8242+20.32 AHD.
DRAWING IS BASED ON
o_0
E.000
O N
Xco
CO
N
z�
0o co
N N
00
N
00
N
00
N
00
N
Z00
0o
N
co
N
o0
N
00
N
Z�
00
N
00
N
Z00
00 00
N N
ZC.
Z00
00
N
00
N
SLOPE MEASUREMENTS.
500
OO
= O
om�
000
O DO
;U�r7
OCD
m
00
N
O
N
N
ION
N
N
00
CA
CD
CA
N
OW
CA
O
��f*r7'I�
OW
N
O�
�X!�700
O41
CT
O
500
+
+
+
pc0
GO
=CO
+ +
DO
m(A
+
+
+
+
+
+
2 Ln
+
+
+
+
DCN,d
Oo
�p
+ +
`LCT
D?
O
0
O
0
O
0
O
o
m+
2N
m+ +
=�
O O
0 o
+
�
n+
O
0
O
0
O
CD
O
0
O
0
n+
p
O
p
O
p
O
O
O
n+
O O
O O
+
n+
O
0
n+
+ •• n+
CO
p
400
7
Orn
�
6
=0
�
SJ
=opo
C)CCn
=0
p°0'
0CC4 .'
z
400
O
,0
(7 OO
0
OOGi
0
CO
o
STATION EQUATION
PI STATION 8207+71.59 BK.
.o
o
m
o
o
_ o
00
00
w w
00
o _ �' _
ry
=GO
"I
K: C4
.
8203+70
=
PI STATION = 8209+07.60 AHD.
I _l
�l
p
N
G�
�l
N
N
N
TI
00 CD
`L CT
=ry
=N
��
�±
WETLAND WCMH004F
+
+
+ +
0Cn
0 + + +
OCA
300
�
m
_�
o
2000
o
=o
m o
300
00
po
00
CO
CA
co
NO
00 00 00
N_
�
00 00 00
00 NJ
00
00
00 00 co
co
00
00
00
co 00
00 •• 00r13
o o
Cb
fla
Cn o
(0
co
O
CD
O
�
N_ N
N_
00 ry
N
N
N
N W W
CD N
CA
W
W
00
�
O
� 4.
N
� ,, 41
N 0
CT
_T1
N
O
O
O—
00
O
O
O
N
O
O
O
O
O N
O O
O O O
61 CD
O O O
pCD
O O
O
O
O)
00
O O O
O
CA
L
�
O
p
�
?
O p
p p
�p
�00
O
0 O
O
00200
2
— — — —
— —
—
— -- — —— —
— —
— —
— -4
— — — — —
.-- — — — — —
— —
— — —
—
---- ---- ---——
—OO
<5%
<5%
<5%
<5%
<5%
<5%
<5% <5% <5%
<5% <5% <5% <5%
<5%
<5%
<5%
<5% <5% <5%
<5%
<5%
<5%
<5% <5%
<5%
<5%
<5%
100
100
PROFILE VIEW
STATION EQUATION
STATION EQUATION
„ ,
H 0 R Z : 1 = 200
PI STATION = 8207+71.59 BK.
PI
STATION
= 8241+95.40 BK.
0
PI STATION = 8209+07.60 AHD.
PI
STATION
= 8242+20.32 AHD.
0
VERT: 1 " = 200'
00
N
co
N
CO CO
N N
Cn
N
co 0o
N N
0o 00
N N
m co 00 OD
N N N N
O
N
O
GJ
N Na
U CT
N
O
('i L4
N
L4 CA
cD to
� ? � P.
O N 41
+
+
+ +
+
+ +
+ +
+ + + +
00
TOPSOIL N
O
N
C.7"
CT
N O
(7> U
O
CT
O O
m O
O
co 00
? J Csl
00 O O Cr
SEGREGATION
AREA C'
N
Ln
U)
1
IlD �/ 111
Cn
PROPOSED TEMPORARY R.O.W.
l
TZf7SI
PROPOSED 36" AP -2 PIPELINE
C
PROPOSED
PERMANENT R.O.W. o �
D
D D
N
C
PROPOSED
PERMANENT R.O.W.
N
4 J
J
I,-7
T/
/I/Sr/
T/
77
Tco
—
0
00—
No
CO
N
PROPOSED
TEMPORARY R.O.W. o
00
W
7
w
o
CO 00
��
Cn w
9+
L'i
Cn
cD
CA
41 Cn
+
m
+00
0)
_00
+
+ N
++
C?
CT
CT
CD
O
STATIONING &
co
CONSTRUCTION LIMITS
CCA
0')i
N
N
N
0')i
N
N
CDj
N
00
N
O
O
N
CA
41
LL -22-390
41
CO
CT
41
J
LL -22-381
±
CT
+o
Q,
LL -22-384
o
LL -22-38500
N/F
J
LL -22-386
o N/F
4
j
MARVIN
N/F
E. & KEVIN N.
HERNDON
I
I
LL -22-383
N/F
ROBERT L. & JOI RAYE BROCK
I
MIRIAM MCLELL& CAUDELL HOUSE
I
N/F
I ALLISON L&
ALMYRIA LEACH
I
LL -22-391
PARCEL
I.D. #0430-46-7443
I
I
N/F
PARCEL I.D. #0420-97-1168
I
LIFFEE ESTATE
I
ROBERT LOVE CARTER &JUDITH
I KEISLER
I
N/F
2758 LF
HUBERT J. & REBECCA E. BRAMBLE
1718 LF
PARCEL I.D. #0430-15-7020
CARTER HARDISON
PARCEL I.D.
RAYMOND E. TITYK
PARCEL I.D. #0420-87-8979
1307 LF
PARCEL I.D. #0430-04-3387
#0420-94-7560
PARCEL I.D. 0420-94-3497
Q__T
191 LF
888 LF
264 LF
537 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
LEGEND
PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
W
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
MEEZEEZEEMM
STREAM CROSSING
O
COIR LOG
Q
0
COMPOST FILTER SOCK
LdO
USFWS STREAM CROSSING WITH ENHANCED
STATION EQUATION
O
8246+82
X
ORANGE SAFETY FENCE
CY
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
cn
z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
CCCC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
PI STATION = 8241+95.40 BK.
TURBIDITY CURTAIN (PLAN VIEW)
WETLAND WCMH002S2 . .
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
PI STATION = 8242+20.32 AHD.
o_0
E.000
O N
CO
N
00 00
N N
0o co
N N
00
N
00
N
00
N
00
N
CO
N
0o
N
co
N
o0
N
00
N
00
N
00
N
00
N
00 00
N N
00
N
00 00
N N
00
N
00
N
co
M
O
m
OO
= O
N
O O
m
CD N
m
00
N
O
N
N
N
-p-O
N
N
00
CA
CD
CA
N
CA
CA
O
W
m O
N
-01-01
_101 O
o.
00
CT
O
+
+
+
+
+ +
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+ +
+
+
O
0
O
0
O
0
O
o
O O
O o
O O
0 o
O
O
O
o
O
0
O
0
O
CD
O
0
O
0
p
o
p
O
p
O
p
O
O
O
O O
O O
O
O O
o 0
O
0
O
0
p
0
0
A
�
z
z
z
z z
000
co
Oo o
co
�' 0
CO
o
STATION EQUATION
PI STATION 8207+71.59 BK.
00
C4
00
w w
00
o _ �' _
o CD=
GO
=GO
O
K: C4
.
8203+70
=
PI STATION = 8209+07.60 AHD.
rNv
CT
J
00 CD
`L CT
=ry
=N
��
�±
WETLAND WCMH004F
+
+
+ +
0Cn
0 + + +
OCA
m
_�
o
2000
o
=o
m o
=rn iry
po = o
STRING VIEW BAND
o
o
o o
Cn o
N
N 0
_T1
N
LEGEND
PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
W
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
MEEZEEZEEMM
STREAM CROSSING
O
COIR LOG
Q
0
COMPOST FILTER SOCK
LdO
USFWS STREAM CROSSING WITH ENHANCED
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
CY
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
cn
z
CUB
SOIL TYPE
CONSTRUCTION ENTRANCE WITH DITCH
CCCC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
0
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
n
\ w
Q
\ 0
0
z
t CAR
025 47 +,
i/f��iil. 11175 titi
L, J
N
co
CQ
O z
O o
LU + m
Z (0 (_5
J F-
00 0– O
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
O
U
Z
C)
U
U o
U N
L
J O cif
w N a_
� w
0Cl-N C,
Of
m
H
U) ~ a
0 O m
U z U)
M<
F- O W
Q U �
Ln
N
Q 0-)
z
_0
07
LLJ
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E165
165 OF 189
z
CL
W
CY
Ld
U
Cn
O
Q
0
LdO
U
z
CY
W
o_
cn
z
0
CCCC
n
\ w
Q
\ 0
0
z
t CAR
025 47 +,
i/f��iil. 11175 titi
L, J
N
co
CQ
O z
O o
LU + m
Z (0 (_5
J F-
00 0– O
� � z
N� z
� IZ o
a�
z
c� g
J m
Q m
Z
O
U
Z
C)
U
U o
U N
L
J O cif
w N a_
� w
0Cl-N C,
Of
m
H
U) ~ a
0 O m
U z U)
M<
F- O W
Q U �
Ln
N
Q 0-)
z
_0
07
LLJ
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E165
165 OF 189

C�
N
w
m
Cfl
r
I
Ln
U)
w
w
(n
/
w
0
J
J
L�
/
U
w
I
V)
I
U)
w
w
U)
0
w
m
O
0
w
m
/
0
Z_
Q
m
0
ry
z
n
w
a
I
w
m
w
U)
I
m
w
U)
Q
m
I
Q
c�
I
U
Z
Q
C7
I
Ln
LO
I
O
LO
O
/
ry
w
a
D'
In
LI
ti
a
O
z
w
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
�
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
8264+18
Of
8264+43
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
Q
TRENCH BREAKER/PLUG
600
STATIONING SHOWN ON THE
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
MEEZEEZEEffm
STREAM CROSSING
8255+01 8264+18 8264+43
CHICKENFOOT RD 8255+27 YARBOROUGH RD YARBOROUGH RD
m
m m
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
�
8255+01
8255+27
ORANGE SAFETY FENCE
6.
DRAWING IS BASED ON
O
YARBOROUGH RD
�
ROADSIDE DITCH
CHICKENFOOT RD
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
Z Z
IN PLACE OF BSRF)
f�Tl
Z
N
9.
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
Cub
SOIL TYPE
z
AND 4 NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2 3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
) Q
SLOPE MEASUREMENTS.
50000
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
o
CULVERT/ACCESS ROAD WATERBARS
CO I 00
CHICKENFOOT RD
CO
I
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
I
O
I
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z�=
U
500
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
S N S N 2 co 2
O J
O J O J
O
co
Qf
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
0o
N
INLET/OUTLET PROTECTION
00
N
00
N
00
N
co
N
ZN
NJ
00
N
ZN
Na Ln �CNn ONi �ONi
001 LA
�+
C7
�+ �+
C7 C7
CO
N
�+
O
0o
N
CO
N
CO
N
CO
N
CO
N
m
N
00
N
00
N
00
N
400
CO
N
�: .
CO
N
�N o+ -n++ o+ o�
�I I�f SNI IOW
_�,
o
_41 41
0 o
a
Cn
N
Cn I
_141
I Cn
CP
Cn
co
O
O
O I(n
N
41
I Cn
to
400
v
O
v
N
��.
2N
v
m
�w
2C4
coN
coN
00
41
00
to
00
00
t0
O
t0
N
t0
41
t0
O
t0
W
O
O
O O
N 41
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
300
+
0
NI
TI
+
0
N
(n
+
0
ICO
+
0
100
+ +
0 0
0
0
0
0
0
300
0
0
OO
N
0
0o
N
CO co CO 00 00 00 00 CO CO
N N N N N N I N N N
CO CO
N N
00 00 CD
N N N
00
N
00
N
00
N
00
N
00
N
0
00 00
N N
00
N
CO
N
00
CA
OO 00
CA (A
0
0
0
Ln
O
Cn
N
CT CT Cn m M Q) J
41 rn aD (D N 0) 00 O
J J
N
J J 00
O 00 O
00
N
00
41
00
O
00
00
C0
O
C0 C0
N �
C0
O)
C0
00
O
O
O O
N 41
200
O
O
C'
O O O O O O O O O
it-�
O O
O O O
O
O
O
O
O
CD
O O
CD �
O
-
O
CD
0
0 0
CD
200
Z00
I��
---1
�I
L--- - 1 ---- ---- -----� --- 1 -- -----� ---- ----
--1--� ----
---1 ---- -----�
-� -- ----
-----�
----
----
----- ----
----
---
- - -
- - - - -
<5%
<5%
<5% <5% <5% <5% <5% <5% <5% <5% <5%
<5% <5%
<5% <5% <5%
<5%
<5%
<5%
<5%
<5%
1=00
<5% <5%
<5%
<5%
<5%
<5% <
%
100
o�
oN oN
N
100
PROFILE VIEW
O� I
Ion
W
�+ I
I�+
W
�+
J J
C-) C-) �+
HORZ: 119 = 200'
��
=N
�w
=C4 TIS
TIS
VERT: 1 99= 200'
0
�COiJ
��
�0' �T
=tn
0
8253+70 8256+40 8262+19 8264+92 TOPSOIL SEGREGATION AREA 8270+30 8271+30
cocom
Ln I I \ \ J
00 8254+80 8255 9 8263+03 8263 90 ±
co N co
00 Cn N
00 00
00 + +
o D
D
O
O O
8254+82 I 8255+41 8263+21 8264+09
+
PROPOSED
TEMPORARY
R.O.W.
o
STRING VIEW BAND
co
�/�
D
o o
co
T/ T/
r/ T/
T/
/r/
i v PROPOSED 36" AP -2
PIPELINE
— — —
cNn
PROPOSED
PERMANENT
R.O.W.
o cNn
ca
m STA. 8263+31
'117 �rT r7 T� T/61 n = T T= T1 T / 7 T1 T1
— —
77— /
PROPOSED
7/77
PERMANENT
177-
R.O.W.
C
�P�
W
PROPOSED
TEM ORARY
R.O.W.IZO�
+
o
\N
+
J
+00
OD
STATIONING &
NCD
+
CONSTRUCTION LIMITS
I I
8285+06
N +
N
C'co
co
U Un Cn Cn
00
;_
+CO
co
m
00 CA
+ + + + TI +
Na
+
LL -22-391 00 LL -22-397 w
I LL -22-395 I I
I
LL -22-397
I
LL-N2/F399
I
Cn
RAYMOND
N/F N/F N/F
E. TITYK JOSEPH GLENN RIDDLE
N/F
JOSEPH GLENN RIDDLEI
MARGARET RIDDLE RUSS
PARCEL
I.D.
I I JOHN ALBERT MCDONALD I I I
# 0420-94-3497 PARCEL I.D.
PARCEL I.D. # 0420-53-4413
537 LF 337 LF 504 LF
1811 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
LEGEND
PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
Z
�
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
8264+18
Of
8264+43
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
Q
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
MEEZEEZEEffm
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
�
8255+01
8255+27
ORANGE SAFETY FENCE
6.
YARBOROUGH RD
O
YARBOROUGH RD
�
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
Lu
IN PLACE OF BSRF)
z
N
9.
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
Cub
SOIL TYPE
z
AND 4 NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2 3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
) Q
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
o
CULVERT/ACCESS ROAD WATERBARS
N
CHICKENFOOT RD
CHICKENFOOT RD
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
I
O
I
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z�=
U
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
�
Q
N
rn
Qf
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
0o
N
INLET/OUTLET PROTECTION
00
N
00
N
00
N
co
N
00
N
00
N
w
N
CO
N
CO
N
CO
N
CO
N
0o
N
CO
N
CO
N
CO
N
CO
N
m
N
00
N
00
N
00
N
CO
N
CO
N
CO
N
CO
N
CO
Cil
CO 00
Cil CA
Ln
O
Cn
N
Cn I
_141
I Cn
CP
Cn
co
O
O
O I(n
N
41
I Cn
to
Cn
co
v
O
v
N
v
_p�
v
m
J
00
00
O
00
N
00
41
00
to
00
00
t0
O
t0
N
t0
41
t0
O
t0
W
O
O
O O
N 41
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+
0
+ +
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
Z�,
��
Z00
I��
�I
�
co
�00
=001
N
1=00
I
o�
oN oN
N
O� I
Ion
W
�+ I
I�+
W
�+
J J
C-) C-) �+
��
��
=N
�w
=C4 TIS
TIS
��
�COiJ
��
�0' �T
=tn
0
o D
D
O
O O
CD
D
CCO
STRING VIEW BAND
co
co
m m
LEGEND
PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
Z
�
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Of
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
Q
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
MEEZEEZEEffm
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
�
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
Lu
IN PLACE OF BSRF)
z
N
9.
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
Cub
SOIL TYPE
z
AND 4 NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2 3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
) Q
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
o
CULVERT/ACCESS ROAD WATERBARS
N
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z�=
U
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
�
Q
N
rn
Qf
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
Z
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
Z
0
Z
�
Z
w
a
W
Of
U
V
N
U
Q
O
Ld0
U
Z
o
O
F_
w
o_
Q
Z
O LLl
In
N
�
Z
ma
0
Z O
J N
v
=
CC
�
CC
0
Z
0
lo
Z
CAR
025 47 +,
�j. 6
f�IiV£,41l
LKMNC, INC.
O
�
O
w
a
�
o
lo
Z
CAR
025 47 +,
�j. 6
f�IiV£,41l
LKMNC, INC.
O
O
V
O
I)
co
U
o
O
F_
J
J
O
Q
Z
O LLl
V
Z
N
�
W+
ma
Z_z
Z O
J N
v
=
J O
Ld in
�
0- 00
0
Cj_ �
Lu
Q
z
N
o
Of
�
m
CV S
z
U) H
w
o�
0 O
m
Q:m
o
Uz
N
O J
z
M
U o
Y
Q
Q
m
F-_ O
FL -Li
Z
Z�=
U
�
U
�
Q
N
rn
Qf
F_
V)
Z
O
U
z
_0
LLJ
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 I 00 I
GROUP ID DRAWING NO.
D I E166
166 OF 189

c>�
N
>
W
ry
I
W
O
m
w
ry
0
I
m
(D
I
U)
m
I
w
w
U)
m
Y
U
Q
m
U)
Ld
Y
U
Q
m
U
W
U)
C7
Z_
Q
ry
0
ry
V)
C7
z
a-
m
Q
I
m
ry
w
U)
I
ry
W
(n
Q
ry
I
Q
CD
I
U
Z
Q
0
I
C)')
L0
Lf')
I
O
Ln
O
0
z
W
J
Q
U
Q
0
nsultants, Inc.
NOTE:
600
w
�
z
w
Co
w
d
w
E
Co
w
U
00
w
U)
0
00
w
00
w
0
O
00
w
00
w
co
w
O
;
U
600
STATIONING SHOWN ON THE
3.
4.
CL'
U
w
O
a
O
CD
In
,
m Co
0
N
N
N
41
N
CD
N
Co
ww
O
N
w
41
w
0)
w
OD
O
N
41
CA
DRAWING IS BASED ON
SLOPE MEASUREMENTS.
500
(P
N41
(P
(P
CA
(P
00
m
CULVERT AS NEEDED
+
0
+
+
+
48
+
+ + +
+
+
+
+
+
+
+
+
+
500
+
+
+
+
+
m
+
+
+
+
0
0
O
0
O
0
o
0
0
0
0 0 0
0 0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
co
0
0
0
0
0
0
0
0
00
0
0
0
0
0
0
00
Cn
00
CA
Cn
400
p(j
,
pw
N
cCN
�
cL OI
400
,
±
I CO
±
co
o
0-4
I zoo
o
O f
U
0°0
0C'
CA
o_
(7
o_
0 CA
300
0
0
�
NJ
300
CP
00 (14
0
°°
oo
a 00,
oo
a0
w
w 00
w w
00
w01
00
00
00
00
O
O O
o f
w
�
w
w N
w
w
O
,
0o
C
O
Ul
N
CJ
U
co
+
+ +
O
+
61
N N N
0o O N O 0D
w w,
O N
0
O
O
+
0 N
+ +
+ +
+
+
+
+
+
+
O
200
O
o
O O
O 0
0
+
+
+
+ + + + + +
+ +
+
+
0 0
O O
0 0
O
0
O
0
O
0
O
0
O
0
0
200
0
0
0
0 0 0 0 0 0
0 0
0
0
0
—
—
<5% ---
<5% <5%
5-10%
—
----
<5%
----------
<5%
<5%
-------------- ---- ----------
<5% <5% <5% <5% <5% <5%
----<5% --
<5%
<5% --
— — — —
—<5%
—
<5%
— — — — — — —<5% — — —
<5%
<5% — — — <5% —
— — <5%—
—
— <5%
— — —
<5%
<5% — — — —<5%
<5%
100
100
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
0
0
CO
L4
CO Co
`4 w
CO 0D
Co
CO
CO co
00 Co
cD
O
ww
N N
w
w
Cn
CnLn
N N
UU
m
N
+
CD
+ +
CD cn
+ +�+
w
oo
PROPOSED TEMPORARY R.O.W.
o+
+
N
+ +
N 0')I
+ +
cn
T1T�
(,r
W N
--
---
--- --- —
J N
—V
w
7Z=
n
T/T/S/
-
/
0)
rn cD
0) Cn
wo
PROPOSED
36" AP -2
PIPELINE cn'n
PROPOSED PERMANENT R.O.W.
o
CTI
Lu
PROPOSED PERMANENT R.O.W.
v
±
�,7/
P O�D R.O.W.
-
0
w
�MPORARY
Oo
0o
00
COO
00
C:)
0
±
Qp N
C' -4
0) co CP
+ N
+
+
w
TOPSOIL SEGREGATION AREA
Nf
w
+
+
STATIONING &
�
w
�'
�
cD
CONSTRUCTION LIMITS0D
mi
miLL-22-399
00
CO
(b
O N
W
+
I"
LL -22-400
w
CA LL -24-001
o m
w LL -24-002 N
LL -24-003
rn
N
LL N�F 004
N/F
I
N/F
I N/F
N/F I
N/F
I
MARGARET RIDDLE RUSS
MARGARET RIDDLE RUSS
DANIEL A. & RICHARD E. JACKSON
DANIEL ALLEN JACKSON
MILDRED P. BRISSON LIFE ESTATE
RED
C/O RESOURCE
MOUNTAIN TIMBER CO
MANAGEMENT
I LLC
SERVICE
PARCEL I.D. #0420-53-4413
I
PARCEL
I.D. #0420-50-2941 I PARCEL I.D. #032949864700
I PARCEL I.D. # I
PARCEL I.D. #032939310500
2871 LF
692 LF
1166 LF
042020964400
1961 LF
PARCEL I.D. #032957003500
198 LF
707 LF
PROPERTY OWNERSHIP
Z
0
z
w
�
z
w
Co
w
d
w
E
Co
w
U
00
w
U)
0
00
w
00
w
0
O
00
w
00
w
co
w
O
co
w
U
co
w
Z
3.
4.
CL'
U
w
O
a
O
CD
In
z
m Co
0
N
N
N
41
N
CD
N
Co
ww
O
N
w
41
Z
0
1 0
Z
z
_O
LLJ
PIPE SPECIFICATION
COw
CIA
w
�
Co
w
w
Co
w
Co co 00
w w w
Q
Co
w
Co
w
Co
w
1 0
Z
z
_O
LLJ
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
COw
CIA
w
w
w
Co
w
V
Co
w
Co co 00
w w w
co
w
Co
w
Co
w
Co
w
00
w
00
w
0'
w
00
w
00
w
co
w
co
w
00
w
00
w
co
w
co
w
co
w
0
w
co
w
c
w
3.
4.
co
w
U
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
O
O
m
O
CD
O
N
m Co
N
O
N
N
N
41
N
CD
N
Co
ww
O
N
w
41
w
0)
w
OD
O
N
41
CA
00
(P
O
(P
N41
(P
(P
CA
(P
00
m
CULVERT AS NEEDED
+
0
+
+
+
48
+
+ + +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
0
0
O
0
O
0
o
0
0
0
0 0 0
0 0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Zco
I CO
co
I zoo
U
CA
(7
0 CA
NJ
CP
00
00 0
0 CJn
o f
�
STRING VIEW BAND
0
q
0
m
0
0
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
O
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
0
Q
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
U
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
CV
�
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
w
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
(�
o
m
IN PLACE OF BSRF)9.
O
H
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
48
CULVERT/ACCESS ROAD WATERBARS
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
LLJ
H
Q
rn
WATERBAR (PLAN VIEW)
U
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Z
O
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
O
O
00
Ln
�
pp
Q
z
i
U
O
0
Q
J
J
(D
r-)
m
C:>LL.�
U
V
?
CV
�
W +p
Z Z
Z
z
J O
m
w
� N
w
0-00
Q
zCI_
N
(�
o
m
O
H
N
W
0 O
m
�
m
O
VoY
Q
co
48
C) a
J
a
o
F OLLJ
Z U
�
O
U
LLJ
H
Q
rn
U
F_
(n
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E167
167 OF 189

N
>
W
ry
I
Ln
I
Ln
N
r
I
ao
m
I
F__
W
(n
Il
Y
U
Q
m
(n
Ld
U
Q
m
U
W
In
C7
Z_
Q
ry
0
ry
In
C�
Z
tl
Q
I
m
ry
W
U)
I
ry
W
(n
Q
ry
I
Q
C7
I
U
Z
Q
0
I
(3')
LO
Lf')
I
O
Ln
O
tY
0
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE: 600
z
600
STATIONING SHOWN ON THE
r � '
V
DRAWING IS BASED ON
=�1 1=� �� ZCD
8375+19iiii
SLOPE MEASUREMENTS. 500
J J w v �
Kw
500
TEMPORARY WATERBAR/SLOPE BREAKER
0� 0 C �0)
0
1.
(0 Cn In � O v
(D to O to. = Cs!
0
400
8375+19 8375+38 0
BALLANCE FARM RD BALLANCE FARM RD
400
300
I'
CA oo 00 00 00 00 00 00 00 I 100 co co co C4 00 00 00 00 00 00 00 00 00 00
300
U
Uo00 m m m m m J J J J 00 00 00 Cs! Cs! Cs! Cs! C� W W � � � (b (b 00
O N � O 00 O N 01 00 O N 00 00 (D (D CD O O O CD 0 �_ �_
z
3.
4.
+
+ + + + + + + + + + + + m co O N 4 CO O N 41 QOj 000 O N
O
O
200
O O O O O O O O O O O O O
CD +
O O O O O O O O O O O O O O O O O O O O O O 0 I-- 00 CD 00
O O O O O O O O jLJfc
200
5.
— — — — ----------I------I----------I-----4----- -----L----1-----1-----L----4-----I-----4_----4-- I----- ---------I---------�--
---I—
�
0
z
— ----�-
<5% <5% <5% <5% <5% <5% <5% <5% <5% <5% <5% <5%
0
100
STATION EQUATION
100
PROFILE VIEW
STATION = 8373+81.61 BK.
CCCC
H O R Z: 1" = 200'
STATION = 8374+22.76 AHD.
m
VERT: 1 " = 200' 0
0
a
8375+02-,,"8375+62
8394+8300
o
CONSTRUCTION ENTRANCE WITH DITCH
co 00 008391+28 00 00
C14 L4 CA C4 L4 4CO
SOIL TYPE
O
61 O N W (0 UnC4
p
U)
CULVERT AS NEEDED
o N I I PROPOSED TEMPORARY R.O.W. + + + + + + +
°w° °_' +
w
GENERALIZED SURFACE WATER FLOW
00
U'
00 00 00
L7 =� T7 �/ _/ T� Z/Z/ T� /Z/Z. T/Z/� �D7/ Z/ T =/Z/ -
00
cel
00
cel
. — — —73
o (Nn STA. 8376+34 PROPOSED PERMANENT R.O.W. PROPOSED 36" AP -2 PIPELINE
00
cel
00
(�I
(Nn PROPOSED PERMANENT R.O.W. o (Nn
00
(moi
00
w
83777
4+9 T ;75+52/ T/
8374+90 8375+E' PROPOSED TEMPORARY R.O.W. / 00 L 21
8375+49
rn
00
(moi
STATIONING &
N I I �f TOPSOIL SEGREGATION AREA � 41 00 CD
00
(moi
CONSTRUCTION LIMITS
00
w
WATERBAR (PLAN VIEW)
00
w
00
w
00
w
00
41
00 00 CO 0 m 00 00 _101
00
4
00
�
o o LL -24-008 +
W
�
Cb
41
+ + + + LL -24-006 + LL -24-007 +^'
rn o LL -24-004 LL -24-005 to (.n r) N N/F OD
O
N I' N/F N/F `°I 1(0 N/F I' N/F IU' CAPE FEAR LAND
m
O
m
N
RED MOUNTAIN TIMBER CO I LLC BROWN'S REALTY PARTNERSHIP GEORGE D. REGAN TRUSTEE OF SOUTHERN DIVERSIFIED TIMBER, LLC AND TIMBER
m
m
m
00
C/0 RESOURCE MANAGEMENT PARCEL I.D. # 032935331800 1 1 THE GEORGE D. REGAN TRUST I PARCEL I.D. # 031997044400 1 PARCEL I.D. #
2
PARCEL I.D. # 032906345200 903 LF
__4I
N
I J
O
SERVICE 1588 031966544000
2462 LF
00
O
00
N
PARCEL I.D. # 032957003500 2804 LF
00
O
PROPERTY OWNERSHIP
709 LF
0
N
z
0
z
NOTES:
V
w
9-
8375+19iiii
Of
Ld
U
TEMPORARY WATERBAR/SLOPE BREAKER
U)
0
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
O
o
FENCE (BSRF)
2.
O
O
U
z
z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
O
w
a
5.
cn
�
0
z
X
0
BALLANCE FARM RD I
I
BALLANCE FARM RD
AT THE UPLAN D/WATERBODY BOUNDARY
CCCC
7.
8.
z
0
1 0
z
z
_O
W
PIPE SPECIFICATION
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
8375+19iiii
8375+38
0
1 0
z
z
_O
W
PIPE SPECIFICATION
LEGEND
— — PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
_G_G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
8375+19iiii
8375+38
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
1
o
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
z
1
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
O
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
�
0
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
BALLANCE FARM RD I
I
BALLANCE FARM RD
AT THE UPLAN D/WATERBODY BOUNDARY
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
m
IN PLACE OF BSRF)9.
~
a
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
o
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
O
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
U)
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
00
U'
00
cel
00
cel
00
cel
00
cel
00
cel
00
(�I
00
w
00
(moi
00
w
00
w
00
(moi
00
(moi
00
(moi
00
(moi
00
w
00
w
WATERBAR (PLAN VIEW)
00
w
00
w
00
w
00
41
00
41
00
4
00
�
Z
W
�
Cb
41
00
41
O
00
m
O
m
N
O
m
m
m
00
J
O
__4I
N
I J
O
J
00
00
O
00
N
00
00
O
00
00
0
O
0
N
0
(O
O
(O
00
O
O
O
N
O
O
O
O
00
O
N
+
0
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
0
O
STATION
EQUATION 0
m: 00
_
00STATION
0
z 00
= 8373+81.61 BK. J I
1 C) J
W
0
v 0
0
STATION
= 8374+22.76 AHD. 0� I
�7(D
10 Ln
�'ILn
+
(nom
+
Ov
D<00to
DC0
0�'
off'
_
STRING VIEW BAND
LEGEND
— — PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
_G_G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C>
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
o
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
z
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
O
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
�
0
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
m
IN PLACE OF BSRF)9.
~
a
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
o
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
O
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
U)
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
m
CULVERT/ACCESS ROAD WATERBARS
W
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Z
O
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C>
CV
co
U
o
O
F_
J
J
CO
z
U
Ld Z
N
>
3:L,J
+
O
Z
Z00
Q
J O
Ld cn
�
0
LLI 00
0-
=
�
N
W
a
EL–
0m
N
m
N
~
a
Lb
o
a O
m
Q :m
O
O Z
U)
Z
toS:2o
=
M
U o
Y
0
In
Q
m
W
Z
Of
z U
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 1
GROUP ID DRAWING NO.
D I E168
168 OF 189

N
>
W
ry
I
Ln
I
Ln
N
r
I
00
m
I
F__
w
(n
m
Y
U
Q
m
(n
Ld
U
Q
m
U
W
In
C7
Z_
Q
ry
0
ry
In
C�
Z
m
Q
I
m
ry
W
U)
I
ry
W
(n
Q
ry
I
Q
C�
I
U
Z
Q
0
I
O
LO
Lf')
I
O
Ln
O
0
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
z
V
PERMANENT WATERBAR/SLOPE BREAKER
d
w
E
600
STATIONING SHOWN ON THE8450+58
In
0
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
C501:7-ELEC
0
Ld0
8450+58
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
DRAWING IS BASED ON
Z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
OVERHEAD
�'�8450+79
w
a
5.
In
N
>
3:LLJ
SLOPE MEASUREMENTS.
500
0
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
CCCC
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
500
IN PLACE OF BSRF)9.
=
�
ELEC OVERHEAD
W
a
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
ELEC OVERHEAD
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
Z01,
8450+81
CULVERT/ACCESS ROAD WATERBARS
m
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
400
WATERBAR OUTLET (PLAN VIEW)
12.
+ m
ELEC OVERHEAD
8450+79
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
400
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Q
Lo
N
rn
O U
cn
000
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
Z
000 E
�=rTl+
O
ELEC OVERHEAD
300
co
O0 00
? _F�
00
_F�
00
_F�
00
_F�
00
_F�
00
00
00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00
ZE
g �
01 QI
00
_F�
00
01
� � �
C31 0) O
00
00
00
00
41
00
00
00
_p� 000
N N N N W W W 00 0 O
00 00
_p� 41
00
41
00
41
+ +
O
O+
00
ZOO
N
+
+
C) CO O N N 00 0 N ? O 00 O
+ + + + + + + + + + + + + + + + + +
O
+ +
O O
N
N
+
O
O O O
O O
+
ZOOO
CA
W
O
O
O
O O O O O O O O O O O O
O O O O O O O O O O o o O O O
O O
----
O
O
--<5%
O
-----
O
O
CT
0')
CT
00
100
<5% ---
-----
<5% --- ---- <5%---- ---- <5%--- ----- ---<5% ---- ----- — -- ---- — <5% -- ---- ---- <5% --- — — — — <5%
5-10% <5%
<5%
--
<5%
100
PROFILE VIEW
HORZ: 1 " = 200'
0 0
0
O
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
O
VERT: 1 " = 200'
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0 0
0
0
0
0
0
0
0
0
o
0
O
0
00
00 41
00 00
o Cn w
00
(n AREA Ln
(0 +
+ (0
N
+ + +
(0 O L4
N 0
+
00
0C
RROPOSE;DPE;RMA;NENT
Zi
8450+81
0 1 /
`o C
PROPOSED 36" AP -2 PIPELINE
D o
cNn
o
R.O.W.
D
U PROPOSEDPERMANENT R.O.W.
z CO 0000
co
ELEC OVERHEAD
�T
%
U1
/1 �1 Sz__1/ R.O.W.
0
a= Cn
+ 4
Cn Cn
�+
Cn
o,
STATIONING &
+ ±
CONSTRUCTION LIMITS
oLn
Cn
�o
C>
C
0
00
STRING VIEW BAND
LL -24-008 r)
LL -24-010
I i
N/F 1
N/F
CAPE FEAR LAND AND TIMBER
EDWARD B. JR. & NANCY FEIMSTE HALL
PARCEL I.D. # 031966544000 1
PARCEL I.D. # 031937328200
2804 LF
4018 LF
PROPERTY OWNERSHIP
Z
0
1 0
z
V
Z
_O
LLJ
PIPE SPECIFICATION
z
z
V
PERMANENT WATERBAR/SLOPE BREAKER
d
w
E
U
TEMPORARY WATERBAR/SLOPE BREAKER
In
0
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
0
Ld0
8450+58
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
U
Z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
w
a
5.
In
N
>
3:LLJ
z
X
0
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
CCCC
7.
8.
Z
0
1 0
z
V
Z
_O
LLJ
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
8450+58
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:LLJ
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
0
IN PLACE OF BSRF)9.
=
�
ELEC OVERHEAD
W
a
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
o
CULVERT/ACCESS ROAD WATERBARS
m
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
m
8450+79
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Q
Lo
N
rn
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
Z
O
ELEC OVERHEAD
O0 00
? _F�
00
_F�
00
_F�
00
_F�
00
_F�
00
_F�
00
_F�
00
_F�
00
_F�
00
_F�
00
�
00
41
00
41
00
00
00
41
00
00
00
_p� 000
00 00
_p� 41
00
41
00
41
00
41
00
41
00
00
+
0')00
N
O
N
N
N
N
N
00
W
O
W
N
CA
W
(A
00
O
N
O
00
C31
(D
�=
UI CT
N 41
CT
0')
CT
00
0)
O
0)
N
O
O)
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0 0
0
0
0
0
0
0
0
0
o
0
O
0
Zi
8450+81
z CO 0000
co
ELEC OVERHEAD
o
a= Cn
�+
Cn
o,
oLn
Cn
�o
0
STRING VIEW BAND
I i
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:LLJ
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
0
IN PLACE OF BSRF)9.
=
�
N
W
a
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
o
CULVERT/ACCESS ROAD WATERBARS
m
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
m
W
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Q
Lo
N
rn
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
Z
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C)
Co
Co
co
U
o
O
F_
J
J
CO
z
U
Ld Z
N
>
3:LLJ
+
O
Z
Z N
a
J 0�
J
c'
Ld cn
0
Ldpp
0-
=
�
N
W
a
N
m
m
N
~
a
Lb
o
a O
m
Q :m
O
O Z
U)
Z
coS2
Z
o
M
U o
Y
0
In Q
m
W
ZOf
Z U
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E169
169 OF 189

N
>
W
ry
I
Ln
I
Ln
N
r
I
ao
I
w
w
(n
m
Y
U
Q
m
In
Ld
U
Q
m
U
W
In
C7
Z_
Q
ry
0
ry
In
/
C�
Z
a-
m
Q
I
m
ry
W
In
I
ry
W
(n
Q
ry
I
Q
C�
I
U
Z
Q
0
I
07
L(�
Lf')
I
O
Ln
O
0
Z
W
J
Q
U
Q
C�
nts, Inc.
NOTE:
600
NOTES:
I/ 8491 +33
WETLAND WROC100E
PERMANENT WATERBAR/SLOPE BREAKER
LOD
o
Of
x 8517+60
I CL STREAM SROG006
Q
8491+2
8491+13FREEDOM DR
FREEDOM DR_J11
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
8512+22
195 NORTHBOUND
8512+89
195 SOUTHBOUND
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
I
m CO
o�0
8512+22 1
195 NORTHBOUND
8512+89
195 SOUTHBOUND
I
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
SLOPE MEASUREMENTS.
500
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
8491+21
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
x
ROADSIDE DITCH
8513+26 z 00
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
w
Li
o
500
of
,^
C,
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
8491+13
FREEDOM DR
FREEDOM DR
CUB
SOIL TYPE
�;,D
1 0 ±
a
8511+82
195 NORTHBOUND
�I 8513+26
195 SOUTHBOUND
z �'
z00
ocn
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
O
CULVERT/ACCESS ROAD WATERBARS
U)
195 NORTHBOUND
11.
195 SOUTHBOUND ;.
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
N �'
0
�
8511+06
0
4'
0
00
0
0
41
0
4'
400
CO
41
CO
41
A
z
0
0
Cn
0
0
0
cn
0 0
0 cn
RIGHT OF WAY
= �
0 CA
+0
INLET/OUTLET PROTECTION
400
p
O
= 0
= 0 Io n
COrQ N
0
CO
8510+81
O�
C)
o N
0
0
0
0 0 851 1 +06 I
O LA
��
o+
coo A +
C,
+
o
+
FENCE 1
+o
CO
�,
00
O
+
+
41 m
+
300co
O
+
co 00 0
4
0 ��
0
00 00
00 0
00
00
0 1
0 OD 0
+
CD
300
O
O
O
0
co
41
0 - - ��
41O�
�pto
�
�
+
p O
0
O
0
O
O
+
p O
O
�_ Cn� to
+
o
�_
cn
O
O
O O
O O
O
+0
O O O
O O 00
O
v p 00 O N � co � O
N . O
�
p CO
O O
?
000 x
N
OD
D
p
200
+
O
0000 O
+ +
p O
N
+ + + + + + + + + O
O O O
O O O O O O O p
O
O
+
O
p
� O
O O
+ O
O
p O
O
O
O
O
0 + +
O
O O O
+
O
+
O
O
200
JI_JJ-
ID
8510+81
FENCE
0
--------�----
---------- — — — — - — — — — — — — — ----- ----4--
--4 --
----+----
----- ----4-----
---- ----
-----
- -- -----
-
----
STATION EQUATION
<5%
= 0 z 0D
t o LO
<5% <5% < o <5% <5%
<5%
<5%
0
0 0
I
<5%
<5%
Z CO
Ln
<5%
100
STATION = 8480+21.77 BK.
STATION = 8481+29.09 AHD.
+ I•
+ +
100
PROFILE VIEW
Cn
D m ±
STATION EQUATION
1
STATION EQUATION
1
o
CO
STATION
EQUATION
STATION = 8480+21.77 BK.
CDI
C4 ; o
STATION
= 8509+34.01 BK.
m w Ln
STATION = 8509+34.01 BK. x
8517+60
H 0 R Z : 1 " = 200'
STATION = 8481+29.09 AHD.
STATION
= 8510+00.87 AHD.
VERT: 1 " = 200'
0
STATION = 8510+00.87 AHD.
CL STREAM SROG006
00
STRING VIEW BAND
0
8511+01 8514+04—\
851 +04
851+0i�7
CD
0
8519+77
0
OD 0000 00141
J (0 � �
v,
0000
�po
(0
to O— N Cd
M -I
00 00T-7
22 R.O.W.8 PROPOSED TEMPORARY
jltl
++
-
Z Zv r7 /Z 2 2 is T
SSS 7—/
i T
ST
L7�7
7L
L
TL7
J
Ln
cNJI
PROPOSED PERMANENT R.O.W. D
PROPOSED 36" AP -2 PIPELINE
PROPOSED PERMANENT R.O.W. 0000 o
o
/ /T/T
PROPOSED TEMPORARY R.O.W.
/
8511+07
8511+07
8511+10
fes„ 8514+09 ,
8514+12
�/�Z L
2 �
L
N+ 00
T I00
I J
00 Cn c7l (0
STATIONING &
+ �_
TOPSOIL SEGREGATION
AREA
°�
+
41
+
C4
CONSTRUCTION LIMITS
8490+97 w
o
I I I I 8515+09 8515+46
8519+31
w
00
41
00 00
0"1 com
41
mi
o
00
+ z + LL-24-011-AOOI
+
+
+
w
+ +
LL -24-010 CO N/Fz
o o
LL -24-012
N
LL -24-015
+
rn
"
LL -24-015
N/F z I GEORGE D. REGAN &
N/F
I
N/F
I
I
N/F
EDWARD B. JR. & NANCY FEIMSTE HALL o GEORGE D. REGAN, JR.
ROSIE MAE JONES
FAYE E. MCRAINEY REAVES
FAYE E.
MCRAINEY REAVES
PARCEL I.D. # 031937328200 I PARCEL I.D. # 031918448400 LL -24-011 I I
PARCEL I.D. # 031909869100
I
PARCEL I.D. # 040081835340
I
I PARCEL I.D. # 040081835340
4018 LF 1121 LF N/F
903 LF
1006 LF
808 LF
Ln CHARLES SMITH & ANDREW SMITH
rPARCEL I.D. # 031919855300
PROPERTY OWNERSHIP
'' ROW ONLY 3635 SF
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Of
Ld
Q
8491+2
8491+13FREEDOM DR
FREEDOM DR_J11
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
8512+22
195 NORTHBOUND
8512+89
195 SOUTHBOUND
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
8491+33
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
8511+82 x
ROADSIDE DITCH
8513+26 z 00
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
w
Li
o
IN PLACE OF BSRF)9.
of
,^
C,
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
I,i�WETLAND WROC100E
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
O
CULVERT/ACCESS ROAD WATERBARS
U)
195 NORTHBOUND
11.
195 SOUTHBOUND ;.
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
0
4'
0
�
0
�
0
4'
0
0
0
0
41
0
4'
00 CO
� 41
CO
41
CO
41
0 0
41
0
41
0
0
Cn
0
0
0
cn
0 0
0 cn
0
0
0 0 +'
Ln 0
0
0
INLET/OUTLET PROTECTION
p
O
U
COrQ N
CO
CO
cD
I I cD
cD
�
0
0
0
0 0 851 1 +06 I
O LA
N
+
Opo
+
+
N
+
+
O)
+
p
+
O
+
+
41 m
+
00
+
O
+
N �
+
m
+
00
O
+
N
+
41
+
p 00
+ +RIGHT OF WAY
N
+
O 0
+ + o
+
+
O
O
O
O
O
0
O
O
O
O
O
O
0
O
0
+
p O
0
O
0
O
O
+
p O
O
O
0
+
o
O
O
O
O
O
O O
O O
O
+0
O O O
O O 00
O
O
p
p
O
p
CD
O
O
O
O
ID
8510+81
FENCE
0
STATION EQUATION
= 0
co I
= 0 z 0D
t o LO
0
0 0
I
10
­' +
Z CO
Ln
STATION = 8480+21.77 BK.
STATION = 8481+29.09 AHD.
+ I•
+ +
Cn
D m ±
STATION EQUATION
1
1
o
CO
CDI
C4 ; o
m w Ln
STATION = 8509+34.01 BK. x
8517+60
o N
D
STATION = 8510+00.87 AHD.
CL STREAM SROG006
00
STRING VIEW BAND
CD
0
0
00
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Of
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
cif
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
w
Li
o
IN PLACE OF BSRF)9.
of
,^
C,
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
O
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Of
Z U
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
0
0
1 0
z
z
O
07
w
LKMNC, INC.
C)
z
C>
w
9-
Of
Ld
U
In
0
N
0
O
LdO
U
z
o
O
F_
w
a
z
In
N
>
z
0
Q
J O
W
cif
CC
=
F_
z
0
0
1 0
z
z
O
07
w
LKMNC, INC.
C)
C>
N
LCA
co
U
o
O
F_
J
J
CO
z
U
L Z
N
>
w+O
Z
Q
J O
W
cif
W 00 00
�_
=
F_
N
w
Li
o
��
of
,^
C,
m
N
~
a
Lb
o
a O
m
Q :m
O
O Z
U)
Z
toS:2o
=
M
U o
Y
0
In
Q
m
W
Z
Of
Z U
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. SUB TASK N0.
005 1
GROUP ID DRAWING NO.
D I E170
170 OF 189

N
>
W
ry
I
Ln
I
Ln
N
r
I
ao
I
F__
w
(n
m
Y
U
Q
m
(n
Ld
U
Q
m
U
W
In
C7
Z_
Q
ry
0
ry
In
C�
Z
m
Q
I
m
ry
W
In
I
ry
W
(n
Q
ry
I
Q
C�
I
U
Z
Q
0
I
07
LO
Lf')
I
O
Ln
O
0
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
8522+320
I
EDGE OFEDGE
5
8522+55
I
NOTES:
8550+69 1
1
8550+94
o
8567+00
WETLAND WROG007F 1
Ld
U
TEMPORARY WATERBAR/SLOPE BREAKER
In
0
8550+69
EDGE OF
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
O
W MCRAINEY RD
Ld0
2.
8567+20
EDGE OF
EDGE OF
US 301 I
I
EDGE OF
US 301
Z
8567+20 8567+40
1
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
w
00
zcn
v
o_
5.
In
SLOPE MEASUREMENTS.
500
8522+14
0
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
7
�
CCCC
BLANCHARD RD BLANCHARD
RD
L'Li
o
IN PLACE OF BSRF)9.
�+
,^
BLANCHARD RD
500
�BLANCHARD
RD
RIGHT OF WAY
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
C Un
N
70
ao
N
8551+73
I I70
0o
CA
Oo
CA
Oo
CA
,
CA
Oo
Oo
Oo
0o
41(n
Oo
m
Oo
I CP
Oo
(n
Oo
(n
_ w
�cn
= Co
��
Oo
0)
WETLAND WROG007F
_Cn _Cn
Oo
I 0)
Oo
J
Oo
L
J
00
O
0
O
400
OM=
O
N41
o+
o+
O
N
o+ o+
0)
CD
O
N
U
0)
400
O
N
41 0)
_�
CD
O
N
41
+
0
+ +
+
+
+
+
+
+
+
+
m+ I
I0+
+
+
DSI
CE '0'
+
+
D`°I 1D`°
+
+
+ +
+
+
+
+
300
Co �'
0
0
0
0
0
CO Cn 00 co co co co 00 co CO I
I
0
0
°°
CO
°° 1
0
0
0
0
0
0
0
0
0
0
�,
300
0
o
0
0
COI
N 0
I
<
CO
00
00 co Cn Cn 6
W Cwcli C4 C4 �
Ln
Ln cn
U) Ln Ln O)
Ln
O 0) O O
0
0
v
v
J
N
O N
N
-P
N
0)
N O 00
CO O N 0) CO O N O
+
N
0) CO O
+ + +
N41 CD
+
+
+
O
+
O
+
O----
+ + + + + + + 0 O O O
O O O
0-----0
O--- O---- O
RIGHT OF WAY
+
0---�-0
+
O---- 0-----0
+ + + +
O---- 0-----0 O----
+
0---
200
O
O
O
O O O O O O O O O o L�
O
O O O O
O O O 1 I O
L
O
O
O
O
200
m
I=�
—4
---�
--- ---- --- ---- ----0 ---� ---- --�—
—�— — —
---- ---�
—O ---
<5%
<5%
<5% <5% <5%
<5%
<5%
<5% <5%
�p
<5%
<5%
100
�Ln
oC
�Cn
100
PROFILE VIEW
I lo+
0D
HORZ: 1 " = 200'
+
�
Cn-m+
��
VERT: 1 " = 200'
0
(OW
0
8522+19
85 22+17
I I
8522+79
8522 +78
N
8550+54
855052
8567+60
00
00
00
n
OO
00
nCO
COJN
I I
I I
cni
00
D
D
STRING VIEW BAND
I
-><D
o PROPOSED TEMPORARY R.O.W.
%- T1 n T T/ T T/ T� Zl / T/ Zl7 / T/ T/Z
�
�'
no 0
0+
r
�
�
J
CD
N 00
o
u
.
PROPOSED PERMANENT R.O.W. � �
— — — — — — —
0 PROPOSED 36" AP -2 PIPELINE
— — — —
co
0o
Ln
cNn
0�
•
m
DCli
'��/
8T +70
PROPOSED PERMANENT R.O.W. N
J
4 "
Cn
Cn
8522+09
8522+06
lol
{
8522+67
o
/ / / / / / 855 +45
PROPOSED TEMPORARY R.O.W. 8550qq+43
/ 8 5/Ln
�
0
o
00
+
C>
STATIONING &
cn
I I
I I
Ln m
— — I I
TOPSOIL SEGREGATION AREA Cn I I
CA
w
f
Cn
o
o cn
cn
L4
CoLn
CONSTRUCTION LIMITS
0)8567+60
0+)
Ln
(A
C4Cn
Coao
cn
o cn
cn o
cn
�,
cn c cn
00
m
+ IN
+
N
'� +
cn
+ q
Cn
+
J
+ TI +
ON
+
01
LL -24-015
LL -24-016
LL -24-018
00
I
I
N/F I
I
N/F
I I
N/F
LL -24-015
FAYE E. MCRAINEY REAVES
JOSEPH B. EVANS
ELLEN
KING STRAUCH
N/F
PARCEL I.D. # 040081835340 1
I
PARCEL I.D. # 030949778800
1 1
PARCEL I.D. # 030927862800
FAYE E. MCRAINEY
REAVES
2775 LF
1590 LF
3489 LF
PARCEL I.D. # 040081835340
PROPERTY OWNERSHIP
808 LF
Z
0
z
8522+55
EDGE OF
NOTES:
V
w
CL
o
Of
Ld
U
TEMPORARY WATERBAR/SLOPE BREAKER
In
0
8550+69
EDGE OF
8550+94
EDGE OF
0
O
Ld0
2.
8567+20
EDGE OF
O
U
Z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
w
W MCRAINEY RD
o_
5.
In
N
>
3:LLJ
Z
X
0
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
7
�
CCCC
�US 301
Z
0
1 0
z
z
_O
W
PIPE SPECIFICATION
+
EDGE OF-
8522+55
EDGE OF
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
o
�
Q
1 0
z
z
_O
W
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
+
EDGE OF-
8522+55
EDGE OF
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
8550+69
EDGE OF
8550+94
EDGE OF
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
8567+20
EDGE OF
O
8567+40
EDGE OF
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
W MCRAINEY RD
W MCRAINEY RD
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:LLJ
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
7
�
US 301
�US 301
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
L'Li
o
IN PLACE OF BSRF)9.
of
,^
BLANCHARD RD
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
�BLANCHARD
RD
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
C Un
N
Oo
I I N
ao
N
ao
N
Oo
CA
0o
CA
Oo
CA
Oo
CA
Oo
CA
Oo
Oo
Oo
0o
41(n
Oo
Oo
I
Oo
I CP
Oo
(n
Oo
(n
Oo
(n
Oo
0)
Oo
0)
Oo Oo
0) 0)
Oo
I 0)
Oo
J
Oo
L
J
Co
-I
O
0)
co
O
N41
0)
CD
O
N
0)
CD
O
N
U
0)
CD
O
N
41 0)
CD
O
N
41
+
0
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
o
0
0
0
0
0
0
0
0
0
0
0 0
0 0
0
0
0
0
0
0
0
0
8522+14
RIGHT OF WAY
8567+00
m
I=�
I
IMC
WETLAND WROG007F
1M�
�p
�Ln
oC
�Cn
��
I lo+
0D
+
�
Cn-m+
��
(OW
�
woCn
D
D
D
STRING VIEW BAND
C3
-><D
CD
m
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:LLJ
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
7
�
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
L'Li
o
IN PLACE OF BSRF)9.
of
,^
C,
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
4111111111111111111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
O
CULVERT/ACCESS ROAD WATERBARS
cn
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Of
Z U
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C>
LO
co
U
o
O
F_
J
J
CO
z
U
L Z
N
>
3:LLJ
+
O
Z
CD
of
Q
J O
W
7
�
W00
�_
=
F_
N
L'Li
o
��
of
,^
C,
m
N
~
a
Lb
o
a O
m
Q :m
O
O Z
cn
Z
toS:2o
Z
M
U o
Y
0
In
Q
m
W
Z
Of
Z U
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 1
GROUP ID DRAWING NO.
D I E171
171 OF 189

N
>
W
ry
I
Ln
I
Ln
N
r-_
I
ao
m
I
F__
W
m
Y
U
Q
m
W
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
m
In
C�
Z
m
Q
I
m
ry
W
U)
I
ry
W
(n
Q
ry
H
I
Q
I
U
Z
Q
0
I
O
Ln
I
O
Ln
O
6
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
8614+30
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
y
COMPOST FILTER SOCK
8614+30
0
8614+69
O
600
STATIONING SHOWN ON THE
ORANGE SAFETY FENCE
0_
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
cn
Z
CUB
WETLAND'WROF004E
Ln
CONSTRUCTION ENTRANCE WITH DITCH
m m
o:
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
DRAWING IS BASED ON
500
TURBIDITY CURTAIN (PLAN VIEW)
WETLAND , WROF004E
WATERBAR OUTLET (PLAN VIEW)
WETLAND WROF004E.
m
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
00
cn
OD
Ln
m m
CO
co
Cn
co
Cn
co
Ln
co
(n
co
Ln
500
SLOPE MEASUREMENTS.
co
Ln
00
Ln
00
cn
co
m
Z co
Z 00
Z 00
co
rn
00
rn
00
rn
00
rn
00 00
(D rn
Z 00
Z 0D
Z 00
� 00
co
(n
00
rn
Z oo
J
Z �I
J
00
Ln
co
p
CO
N
CO
�
Co
m
CO
co
oCn
ocn,
oCn
CO
cD
m
(D
00
O
O
O
N
��,
Zoo. oa'
orn
C a-
N
mt ..
O� (Xi
,oN
N
N
oN,
N
N
Q�
N
00
+
cL N
7'+
?.
Z7+
Cn
�+
+
+
+
+
+
p O,
p �. ?
�+
cL J
m+
ct C0
m+'
+
> O > —
+" �+
+
+
CA
m+
+
+
J
+'
+
+ +
400
+
+
o(0
00
o;,
0o
o J
0a
+
O
O
O
O
�+
;
M+. oCD
O CA m
oCA
TI
o(,
_n
O
O
Nm„N�
O
O
O
O
oo
TI
O
O
O
O
�(0
TI
400
O
O
O
O
O
O
O
O
O
O
0
0
0
O
O
O
CD
N
C
o p
o
0
0
om om
o
o
0
l
m m
o o
0 0
300
oo
00
Cn
00 CO 00 00
00 Cn Cn (J1 Cn (J1 (J1
CO '
Ui
CO
Cn
Co
CD
CD ao CO ao
O
0
41
ao
_
Z-
Z�
ao ' 00
300
Cr
J
J
U
J m m m 00 (O (O
c0
cO
c0
O
O
O O
O p 0 p
O
O ,
O . O
co
N
..
m
N
m
N
O .O
N N
prn
p-
prn
p—
J
Cn
CO 00 N O CO O N
+ + + + + +
�rn �rn
�r7 N mm N
O.
O
+
CO
+
O
N O OD
+
O
N
pp
p
.,
N
N
�+
• J
CT .00
+
*
A+
200
+
+
+ +
0 0 0 0 0 0
o
0
t
�,
`�
+,
+
+ + +
�IL
> D
�+ �+
p, O
+ +
L___ CD o
+
0
+
0
+
0
+
0
+
CD
0
200
O
cof
—t
_t —
O
m(D
.Z7
O W
0'
.Z7
O� 0(ri
�(D
NCo (ncD
0J
�(0•
<5%
<5% <5% <5% <5%
<5%
<5% <5%
O
O
O
<5%
<5%
O
_q
O
<5%
MO "0
100
O
O
STRING VIEW BAND
o
N
100
PROFILE VIEW
_T1
41
o
o
0
m
HORZ: 1 ” = 200'
Ti
m
o O
VERT: 1 " = 200'
0
0
Co
c0
Co
C0
00 co
(0 (0
co
(0
co
co
m
N
m CO
N N
co
N
+
+
Cn 0)
+ +
+
CDa7
+ +
N
O
J
Cr
(D
Cn
W
+
+
+
PROPOSED TEMPORARY R.O.W.r1j
N
+
+
+
+
M
P-TT71
J
�,
0,
/ TJ /
/ T/ TL7 / T/ 7L�
/ 7
/
T7T71
°w° _ _ _
w
o
_
Co
L
PROPOSED
36" AP -2
PIPELINE
PROPOSED PERMANENT R.O.W.
o
cn'n
o PROPOSED PERMANENT R.O.W.
Ln
�l�T�T
00
00
0D
JT
PROPOSED TEMPORARY R.O.W.
00
1/
oo
00
oD
o
1 //////1/1/1/
°'
°'
ti
(14
+
N
+ 00
00
00
O
00
O
O
+
O
+
J
+
O
00 00
N N
cD
cD
CO
f
N
STATIONING &
±
±
Cn
Ln
CA CA
CONSTRUCTION LIMITS
O
O
(O
CO
O O
co
Cn
o
00
Cn
L'LL-24-018
P,
00
LL -24-022
CD
o
co
LL -24-024 cn
N/F
I
N/F
I
ELLEN KING STRAUCH
ELLEN KING STRAUCH
ROY
MILTON FIELDS
PARCEL I.D. # 030927862800
I
PARCEL I.D. # 030914692100
I
PARCEL I.D. #
3489 LF
2252 LF
939993736700
1695 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
LEGEND
PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
y
COMPOST FILTER SOCK
8614+30
0
8614+69
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
0_
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
cn
Z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
o:
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
WETLAND , WROF004E
WATERBAR OUTLET (PLAN VIEW)
WETLAND WROF004E.
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
00
cn
OD
Ln
00
cn
CO
co
Cn
co
Cn
co
Ln
co
(n
co
Ln
00
cn
co
Ln
00
Ln
00
cn
co
m
00
rn
O0
00
rn
co
rn
00
rn
00
rn
00
rn
00 00
(D rn
co
(n
co
0)
00
rn
co
(n
00
rn
J
J
m
J
00
Ln
co
p
CO
N
CO
�
Co
m
CO
co
(D
O
(D
N
CO
cD
m
(D
00
O
O
O
N
rn
O
41
O
O)
CD
00
O
N
?
O� (Xi
N
O
N
N
N
N
Q�
N
00
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
O
O
O
O
O
O
p
p
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
CD
O O
O O
O
O
O
CD
O
O
O
O
O
, O
m m
o o
IoOcn
Z-
Z�
CO
co
o°cn°
(O
o�
(0
Cn
prn
p-
prn
p—
J
orn
(O.
�rn �rn
�r7 N mm N
O.
orn
N
CA
N
N
�+
• J
�.
ZJ+
*
A+
N
.Z7+
fJ,
�,
`�
+,
� cC
`2+ .Z7+
W
�+
O
> D
�+ �+
p, O
;U O
J.
�+
(n
O
cof
O N'
OJ
O?
C)
O
m(D
.Z7
O W
0'
.Z7
O� 0(ri
�(D
NCo (ncD
0J
�(0•
O
O
O
O
_q
O
O
MO "0
O
O
STRING VIEW BAND
o
N
_T1
41
o
o
0
m
Ti
m
o O
LEGEND
PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
y
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
0_
AT THE UPLAN D/WATERBODY BOUNDARY
Ld
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
cn
Z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
o:
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
0
Z
z
_O
U�
LLJ
CD
C)
00
cV
CO
00
OO
O z
O
W + o
Z ry
� U
W 00
0- m
O
W0
Q O
U
J O
LU
Q m
O
Z
Of
O
U
Qf
Lo
Z
O
U
U o
J
J
U N
L
J O cif
W N a-
W
N0
o
Of
m
H
0 O m
U z U)
M<
F—o�
Q U
C4
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E172
172 OF 189
Z
w
0_
Of
Ld
U
U)
0
Li
y
0
U
Z
0_
Ld
0-
cn
Z
0
Ln
o:
0
0
Z
z
_O
U�
LLJ
CD
C)
00
cV
CO
00
OO
O z
O
W + o
Z ry
� U
W 00
0- m
O
W0
Q O
U
J O
LU
Q m
O
Z
Of
O
U
Qf
Lo
Z
O
U
U o
J
J
U N
L
J O cif
W N a-
W
N0
o
Of
m
H
0 O m
U z U)
M<
F—o�
Q U
C4
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E172
172 OF 189

N
>
W
ry
I
0
0
I
0
Ln
r
I
r
I
w
W
U7
m
Y
U
Q
m
U)
Ld
U
Q
m
U
W
U)
C7
Z_
Q
ry
0
ry
V)
C7
z
a-
m
Q
I
m
ry
W
U)
I
ry
W
Q
ry
I
Q
CD
I
U
Z
Q
0
I
07
L0
LC)
I
O
Ln
O
0
Z
W
J
Q
U
Q
0
nsultants, Inc.
NOTE:
STATIONING SHOWN ON THE
600
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
02
Of
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
8663+97
EDGE STREAM SROF003
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
8664+06
EDGE STREAM
SROF003
COIR LOG
8672+66 x
NC RT 20 I
8672+43
8673+14
I NC RT 20
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
600
DRAWING IS BASED ON
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:LSI
�
X
ORANGE SAFETY FENCE
0
�
8641+86
AT THE UPLAN D/WATERBODY BOUNDARY
�
0
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
W
a
�
O0 I
N
�
8663+97 8664+06
��
CUB
SOIL TYPE
8673+14
NC RT 20
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
8673+34
CULVERT AS NEEDED
41111111
GENERALIZED SURFACE WATER FLOW
SLOPE MEASUREMENTS.
500
U
rn
No
rn
SURFACE WATER FLOW WITHIN ROW
11.
m m
=$
-
PIN OAK DR
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z v
WATERBAR (PLAN VIEW)
0)
EDGE STREAM SROF003 EDGE STREAM SROF003
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
x
8672+43
F_
()
IGHT OF WAY
0
co
rn
CSI
500
CO
rn
CSI
CO
rn
Cr!
CO
rn
(�J
0
o N
O
00
rn
00
rn
o f
00
rn
Cn
00
rn
Cn
CO
rn
(n
co
rn
CII
CO
rn
CII
Co
rn
m
o cn
00
rn
J
I
FENCE
W
rn
J I
o Cn
W
rn
J
00
z
co
rn
00
z
00
O
N
�ELEC
0)
00
O
=
�
o
:
O
N
� CO
m
8642+03
O
N 0) 00
O
N
�+, .
00
� +
N
+
, , 0)
+
+
+
+
= 00
+
673+39
+
+
+
400
+
00
0
O
00
o
CD
+
m-
fr-
n
p^'
0
o
PIN OAK
DR
+
+
+
0Q1 •
0
O
oN
0
O
O
0
�C ,
�7 +
p
O
0
��
A+
p J
0
0
0
0
pN
0+
c,,
O
O
OVERHEAD
0
o
0
o
400
0
O
0
O
m
m
0
O
0
O
O m
=
0
O
0
O
0
o
m
m
CD
o
0�
C�
o
8641 +86
'
300
00
00 m
co
m
co 00
CO co
co
Co m
CO
OD
z rn
� 0
= C)
� oo
z
o
co CO
�
Lb
00
00
00
co
00
Co 00
00
300
8673+34
STATION
N
0) a
CA Cs!
CP
C4
CD
W
CP CP
C4
p N
0) 0)
41
0)
0) 0)
Cn Cn
0)
CII
o �=
+
Cn
Cn
CD m
0)
+
0
0)
+ , 0)
0)
0)
0)I
I
0)
0) 0)
0)
N
m
o
�O'
O N
41
0)
co O
41 0
CO
O N
4
0
co
x +
ON
O N
N +
oma' " of
0 N
�1+I
0)i
000
O
N00
O
0
0
+
+ +
+
+
+ +
+ +
+
+ +
+
o
+
+
�w,,x
+ +
ELEC OVERHEAD
+
+
+
+
p
+
+ +
+
O
O
m
O O
O
O
0
O O
O O
O
O O
O
O O
C4 CA
�
O
O
O O
C)—
O
m
O
CD
I
O
-
O O
o
O
200
— --�
---- ---
---- --------
—
—
--------
----�
--------
----�
----
---
----�
----
--�
----
---
----E L1
---
— --------�
200
<5%
<5% <5%
<5%
<5%
<5% <5%
<5%
<5% <5%
<5%
<5% <5% <5%
<5%
<5%
<5% <5%
<5%
<5%
<5%
<5%
<5%
<5%
<5% <5%
<5%
100
100
PROFILE VIEW
STATION EQUATION
STATION = 8675+84.99 BK.
HORZ: 1 " = 200'
STATION = 8676+64.76 AHD.
VERT: 1 " = 200'
0
0
8630+59 8630+99
8659+87
60 00
m M co
00 00
0 rn
Co
0)
Co
0)
Co
00
Co
0)
00 00
0) m
00
m
co
Cb
00
0)
00
0)
00 001au
0) rn
rn
o0
rn
N C4
CD COSI
N C,�
Cn
Cn
Cn
0
CD
(0)I
Cn
00
O O
� �
0)
N
00)
001
0)
0
0)
J
J 00
� N
J
CA
J
41
+ + N
+
+
+ +
o0 0o
L7�?
��17
PROPOSED TEMPORARY R.O.W.
Ti 17S
+
o0
+
00
J
+
W
U
+
+
+ +
+
cin
W
+
UI
+
+
+
o
+ +I
+
V
+
o
� LTA
STA. 8633+16
_ _ _
_ _ _
PROPOSED 36"
AP -2
PIPELINE
PROPOSED PERMANENT R.O.W.
— =°
Lnn o
z�L�
z
C
PROPOSED PERMANENT R.O.W.
v
±00
1T1T1 1T1T1
/7/7�
N
ROPOSED TEMPORARY R.O.W.
o
°°
co
00
OD
00
CO
N 0o
00
0o
00
0;
Cn
�
+.-
Cn
O
CO
00 00
Oo N
CY)
0o
00
0D C
N
W
± 41O
N N
�
(011
O
O
cD
C071
0) 00)
m00
0
� 00)
0)
O
STATIONING &
+
+
+
J
Co
0) TOPSOIL SEGREGATION
AREA
co
N +
Cl
�
+
U1
+
Cp
+
O
++
N
+
41
+
Cn
+
N
+ N +
00
0)
J
N
N
N
N
N
C
Cn
(n
Cn
O
CO
O N
CO 0)
N
0)
J
0o
J
Cb
N N
J J
+
CONSTRUCTION LIMITS
U
000
(b
Cb
CO
00
00
N
1
O W
I
0o
LL -24-025
LL -24-024
+
con
LL -24-025
+
J
LL -24-027
+
w
+
'' �
LL -24-027
+
Q1
N/F
N/F
I
N/F
I
N/F
I
N/F
ROY MILTON FIELDS
ROY MILTON FIELDS
ROY MILTON FIELDS
LL -24-026
SANDERSON
FARMS, INC.
SANDERSON FARMS, INC.
PARCEL I.D. # 030902177600
PARCEL
I.D. # 939993736700
I
PARCEL I.D. #030902177600
I N/F
PARCEL
I.D. #939951780538
I
PARCEL I.D. #939951780538
ROW ONLY 385 SF
1695 LF
722 LF
JOSEPH T. ROBBINS SR.
2316 LF
2447 LF
PARCEL I.D. # 939983419600
PROPERTY OWNERSHIP
ROW ONLY 117 SF
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Of
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
8672+66
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:LSI
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
0
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
W
a
IN PLACE OF BSRF)9.
N
m
8663+97 8664+06
NC RT 20
CUB
SOIL TYPE
8673+14
NC RT 20
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
41111111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z v
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
EDGE STREAM SROF003 EDGE STREAM SROF003
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
x
8672+43
F_
()
00
rn
N
0
co
rn
CSI
00
rn
C�.I
CO
rn
CSI
CO
rn
Cr!
CO
rn
(�J
00
rn
O
00
rn
00
rn
CO
rn
41
00
rn
Cn
00
rn
Cn
CO
rn
(n
co
rn
CII
CO
rn
CII
Co
rn
m
CO Co CO CO
rn rn rn
m m m
00
rn
J
I
FENCE
W
rn
J I
W
rn
J
co
rn
J
co
rn
00
00
rn
CO
00
O
N
41
0)
00
O
=
�
O
00
O
N
�
0)
00
O
N 0) 00
O
N
�
00
O
N
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ + +
+
+
+
+
+
+
C)
0
O
0
o
0
O
0
o
0
0
0
0
0
o
O
O
O
o
O
0
o
0
o
0
O
0
O
0
O
0
O
0 0 0
O o O O
0
O
0
O
0
O
0
O
0
O
0
o
0�
r�
8641 +86
z00
rn
OD
z rn
� 0
= C)
� oo
z
o
PIN OAK DR
� �
o Cn I
S>
o m
� CO
z m z
p p
c> �I
8673+34
STATION
EQUATION
U
p N
o �=
+
8642+03
+
00
+ , 0)
v I
RIGHT OF WAY
STATION
= 8675+84.99 8K.
o
�O'
�
�C)
��
0)
PIN OAK DR
X W
00'
x +
ON
N +
oma' " of
0 N
�1+I
8673+39
STATION
= 8676+64.76 AHD.
0
0
m
ON
mo
o
mo
, 0Cn
�w,,x
ELEC OVERHEAD
STRING VIEW BAND
p
p
O
m
0
°'
m
0
°'
m
O O
C4 CA
�
m
m
LEGEND
— PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Of
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:LSI
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
0
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
W
a
IN PLACE OF BSRF)9.
N
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
41111111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z v
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
Z
0
1 0
Z
z
_0
07
w
LKMNC, INC.
C)
z
C>
w
C-
Of
Ld
U
CV
Cn
O
W(]
00
O
(O
O
U
z
o
CY
W
o_
z
cn
N
>
3:LSI
Z
o
0
Z00
a
c'
J O
Ld cn
�
0
Wpp
0-
=
�
Z
0
1 0
Z
z
_0
07
w
LKMNC, INC.
C)
C>
CV
00
(O
co
U
o
O
F_
J
J
CO
z
U
Ld Z
N
>
3:LSI
+
o
Z
Z00
a
c'
J O
Ld cn
�
0
Wpp
0-
=
�
N
W
a
N
m
m
N
~
a
Lb
o
a O
m
Q :m
U
O Z
U)
Z
(oS2
=
o
M
U o
Y
0
In Q
m
W
ZOf
Z v
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E173
173 OF 189

N
>
W
ry
I
0
0
I
0
Ln
r
I
r
I
w
W
U7
m
Y
U
Q
m
U)
Ld
U
Q
m
U
W
U)
C7
Z_
Q
ry
0
ry
V)
/
C�
Z
a-
m
Q
I
m
ry
W
U)
I
ry
W
Q
ry
I
Q
CD
I
U
Z
Q
0
I
07
L0
LC)
I
O
Ln
O
0
Z
W
J
Q
U
Q
0
nsultants, Inc.
NOTE:
600
N
O
z
CO
O
CO
Cn
d
W
E
CO
V
U
CO
V
CO
V
O
W
U
p
O
Q7
J
Ldp
Co
V
CO
V
00
V
U
CO
V
z
CO
V
CL'
CO
V
w
a
OD
N Co
4
cn
CO
CD
600
STATIONING SHOWN ON THE
O
CD
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
CC
O
N
CC
O
O
V
CD
O
N
=
CP
Of
N
O
N
N
N
N
O
SOIL TYPE
C4
O
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
Csl
N41
CULVERT AS NEEDED
Csl
G4
CD
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
+o +
+
+
+
+
+
+
TURBIDITY CURTAIN PLAN VIEW
( )
+
DRAWING IS BASED ON
SLOPE MEASUREMENTS.
+
+
+
O0
+
+
+
+
+
+
+
0.1
+
+
Qf
F_
o o
+
()
+
+
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
O 0
0
0
0
o o o
0
0
m
o�
0
o
0
0
0
0
0
500
0
0
0
0
0
0
0
0
0
CO
0
0
m.
CD CD
mi Mi
N N N
CA
00
CA
500
V
CO CO
+
J V V
A+
N
.Z�7+
OW
.Z�7+
O0 O0
.Z*J+ .Z�J+ .Z�7+
O( O( OC)
O�
.Z�J+
OJ
400
0
Io
0 0
zm
0 0 0
0
0
400
orn
CO
CO.) rn
CO CO
co
TI
co 5
TI W
ID zC0
N N N
CO
L4
U
5 6; 6;
N TI TI
TI
6;
TI
cL V
300
00
000
CD
OD
CD
OD
Co Co Co
O
0)00
00
cL --A J cC V
+ + +
00
00
00
CD
00 OD (b
00
00
CO
()o
CO
OD
O0
OVD
OW
.Z7
O� O�
00
W
300
N
O
O O N
+
O
cD
.-C .-C .Z7
OE OE 0(.0
O
J
O
V
J
J
V
_V
_V _V V
J
J
V
J
V
V
W
J
0
W
N
CA
(A
200
CD
0
0
+ +
0
2 2 2
+
0
2 f
O
0
COO
+o
0
N
0
0
0
000
0
O
0
N O
CD 0
0C1
W
0
O
0
N
0
41
0
ONi
0
0
0
+
+
CD
200
O O O
O
O
STRING VIEW BAND
Ti
C1
C1
C1
C)
—
—
—
—
—
— —
—
— — — —
— — — — — —
— —
— — — —
— — — — —
— — —
— — — — — — — — — — — — — — — —
—
—
—
— —
—
<5%
<5%
<5%
<5% <5% <5%
<5%
<5%
<5%
<5%
<5% <5%
<5%
<5%
<5%
<5% <5% <5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
100
100
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
0
0
00
00
00
O
Co 00
N
00
N
CO
V„I
OD 00
00 00
00
c00
c00
0)
cJD
N
L14__4
C)W
CJ„ICw
(A C4
CN4
4�CD
PROPOSED TEMPORARY R.O.W.
+
+
O+
+
W
+
-
+ +
NGJ
+
—
—
— — —
—
— —
—
— — — — —
—
— —
— — —
0
—
L4
—
CP
PROPOSED PERMANENT RA
o
CA
PROPOSED
36" AP
-2 PIPELINE
W
Lu
00.O.W.
o+D
PROPOSED PERMANENT R.O.W.
L
o
cLnn
4
rn
7
Ln
=/7/–T/
/T/T/T
PROPOSED TEMPORARY R.O.W.
o
.
CA
ILI
OD
00
00
+
NOD
W
TOPSOIL
SEGREGATION
AREA
OD
^' +
(D
+
N
to
+
0
O
(Lid
+
+
STATIONING &
N
N -
N
CONSTRUCTION LIMITS
0
Co
V
CA00
+
+
f.0
+
LL -24-027
LL -24-030
rn
N/F
I
N/F
SANDERSON FARMS, INC.
CHARLES HAL JR.
PARCEL I.D. #939951780538
I
PARCEL I.D. #939846564700
2447 LF
5100 LF
PROPERTY OWNERSHIP
z
3
p
l0
z
z
_0
07
W
PIPE SPECIFICATION
z
N
O
z
CO
O
CO
Cn
d
W
E
CO
V
U
CO
V
CO
V
O
W
U
p
O
Q7
J
Ldp
Co
V
CO
V
00
V
U
CO
V
z
CO
V
CL'
CO
V
w
a
OD
N Co
4
cn
CO
CD
z
CD
N
O
CD
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
CC
O
N
CC
O
O
z
3
p
l0
z
z
_0
07
W
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE L UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
DD
CP
ao
O
ao
O
00
O
CO
O
CO
Cn
Oo
O
LIMIT OF DISTURBANCE
C0
O
CO
V
00
V
CO
V
CO
V
o0
00
V
00
V
CD
V
Co
V
Q7
J
Co
V
Co
V
CO
V
00
V
b0
V
CO
V
COIR LOG
CO
V
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
CO
V
O
V
FILTER SOCK
OD
N Co
4
CO
O
CO
CD
CO
O
CD
N
CD
41(.P
CD
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
O
O
O
N
O
4
O
O
V
CD
O
N
=
CP
Of
N
O
N
N
N
N
O
SOIL TYPE
C4
O
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
Csl
N41
CULVERT AS NEEDED
Csl
G4
CD
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
+o +
+
+
+
+
+
+
TURBIDITY CURTAIN PLAN VIEW
( )
+
+
+
+
+
O0
+
+
+
+
+
+
+
+
+
+
Qf
F_
+
+
()
+
+
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
O 0
0
0
0
0
0
0
U
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Io
zm
zoo
orn
CO
CO.) rn
CO CO
ID zC0
N N N
CO
L4
U
cL V
cL CD . S CD
+ +
cL --A J cC V
+ + +
+
+
OW
.Z7
O� O�
.-C .-C .Z7
OE OE 0(.0
.-C
00
. X
OJ
2
2 2
2 2 2
2 f
2
O
O O
O O O
O
O
STRING VIEW BAND
Ti
� I(n
w
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE L UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
cif
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
Luw
o
IN PLACE OF BSRF)9.
=
w
Of
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z 1
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Qf
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C>
Co
co
U
o
O
F_J
J
CO
z
U
L Z
N
>
w+o
Z
N
a J
O
WD
cif
W
�_ 00
=
F_m
Luw
o
E�
=
w
Of
m
N
~
a
Lb
o
aO
m
Q :m
U
O Z
U)
Z
coS2
=
o
M
U o
Y
0
In Q
m
W
ZOf
Z 1
F
U
Q
Lo
N
rn
Qf
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E174
174 OF 189

N
>
W
ry
I
0
0
I
0
Ln
r
I
r
I
w
W
U7
m
Y
U
Q
m
U)
Ld
U
Q
m
U
W
U)
C7
Z_
Q
ry
0
ry
V)
C7
Z
a-
m
Q
I
m
ry
W
U)
I
ry
W
Q
ry
I
Q
CD
I
U
Z
Q
0
I
07
L0
LC)
I
O
Ln
O
0
Z
W
J
Q
U
Q
0
nsultants, Inc.
NOTE:
STATIONING SHOWN ON THE
600
+
V
8750+02
I I W GREAT MARSH
CHURCH
RD
E
Ld
U
TEMPORARY WATERBAR/SLOPE BREAKER
In
0
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
600
Ld0
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
W GREAT MARSH CHURCH RD
U
z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
w
N
>
3:a
o_
W GREAT MARSH CHURCH RD
cn
z
X
DRAWING IS BASED ON
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
CC
W
a
CC
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
IN PLACE OF BSRF)9.
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
00
J
W
00
J
00
SLOPE MEASUREMENTS.
500
00
J
�
00 00
J J J I
� 00
00 00
J J
C.JI C.JI
00
J
C.JI
I'
CC)
J
00
J
00
J
00
J
00
J
co
z�
-,J
00
J
J
00
J
�I
00
J
J
00
J
J
00
J
C)
500
0o
J
CO
0o
J
CO
0o
J
00
00
J
8749+61
I
OD
O
N
O O r
o
O
00
m
O
N
m
m
O
CO
�I
O
N
INLET/OUTLET PROTECTION
RIGHT OF WAY
CO
O
N
00
0
O
+
+
+
+
+
+
+ +
+ +
+
+
8749+63
+
I
+
+
+
+
+
o
+
+
+
+
+
+
+
400
0
0
PROPOSED ACCESS ROAD
0
O
I 00
0
0
0 0
0 0
0 0
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
400
0
0
0
0
0
0
0
0
24 -030 -AR 1
0
0
o
0
0
0
0
0
I o
Imo,+
300
mN
00 OD OJO
co OJD
8749+61
I C� I � f co
00OJO
OJO co
coco
OJO
co
0000 00 oo
co OJO J OJO JJ J
ao
J
00
J
00
J
co
J
300
W
W ?
C\IhJ Ut
(li
(Ji (li O)
O)
pJj O)
O)
J J J J J 00 00
00
Oo
co
cD
00 CD
+ + + +
00
+
+
+
CY) co CD
+ +
+
41 0)
m
CD NJ
+ + + + +
+
+
+
+
0 0
+
I 00
I
0
+
0 0
0
+0')
+
+
+ +
0 0
+
0
0
0
200
0
0 0
0 0
t—
0
0
0 0
0
0 0 0 0 0
0
200
—4 — — — — — — — — —4— —
— — — — — — -----i
I — — — — — —
— —
— — — — — — — — — — — — — — — —
— — —
— — — — — — —
—
— —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— —
— — — — — —
— — —
— — —
<5%
<5% <5% <5% <5%
<5% <5%
<5% <5%
<5%
<5% <5% <5%
<5%
<5% <5%
<5%
<5% <5% <5% <5% <5% <5% <5%
<5%
<5%
<5%
<5%
PROFILE VIEW
100
24 -030 -AR 1
100
HORZ: 1 " = 200'
v,
VERT: 1 " = 200'
0
0
°J° 8749+58
STRING VIEW BAND
00 00 8750+ 18
00
00
0000
00 I �I
0)
v v
_
�;=�Tjl
1
��
J�
.�I00
00
Zl
PROPOSED TEMPORARY R.O.W.
/ T/ Zl7 / T/ Z/Z
Z/Z
�w
— — — — — — — — — — — D
— —
PROPOSED PERMANENT R.O.W.
oCO
__4
PROPOSED 36" AP -2 PIPELINE
cNn
�J,
A
RAI
=
PROPOSED PERMANENT R.O.W.Cn
T/
PROPOSED TEMPORARY R.O.W. o
J
00 00
00
00
­jW
j
0)
STATIONING &
+ cn N
N TOPSOIL SEGREGATION AREA
Cn
CONSTRUCTION LIMITS
8749+65 8750+27
8765+58
co
� O
�
+
(000 _nimo
rn N
m
00
0?N/F
LL -24-030
,I
LL -24-033
00
LL -24-034
00
If
N/F
I
N/F
CHARLES HAL JR.
K.M. BIGGS INC.
EQUITY TRUST COMPANY CUSTODIAN
PARCEL I.D. #939846564700
I I
PARCEL I.D. #939821119700
I
PARCEL I.D. #939810784733
5100 LF
1666 LF
3197 LF
PROPERTY OWNERSHIP
Z
0
z
NOTES:
V
w
0
a
E
Ld
U
TEMPORARY WATERBAR/SLOPE BREAKER
In
0
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
O
Ld0
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
U
z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
w
N
>
3:a
o_
W GREAT MARSH CHURCH RD
cn
z
X
0
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
CC
W
a
CC
7.
8.
Z
0
to
z
z
_0
07
W
PIPE SPECIFICATION
NOTES:
V
8749+79
8750+02
a
Q
to
z
z
_0
07
W
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
NOTES:
V
8749+79
8750+02
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
N
>
3:a
FILTER SOCK
W GREAT MARSH CHURCH RD
W GREAT MARSH CHURCH RD
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
W
a
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
IN PLACE OF BSRF)9.
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
00
J
W
00
J
00
00
J
�
00
J
00
J
�
00 00
J J J I
� 00
00 00
J J
C.JI C.JI
00
J
C.JI
00
J
C.JI
CC)
J
00
J
00
J
00
J
00
J
co
0o
J
00
J
J
00
J
�I
00
J
J
00
J
J
00
J
C)
00
J
00
0o
J
CO
0o
J
CO
0o
J
00
00
J
WATERBAR (PLAN VIEW)
47
OD
O
N
O O r
N �
O
00
m
O
N
m
m
O
CO
�I
O
N
INLET/OUTLET PROTECTION
O
CO
O
N
00
0
O
+
+
+
+
+
+ +
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
0
0
0
o
0
O
0
o
0
0
0 0
0 0
0 0
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8749+61
RIGHT OF WAY
I 00
0 -,
8749+63
PROPOSED ACCESS ROADI
o +
J,
24 -030 -AR 1
v,
STRING VIEW BAND
LEGEND
— PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
N
>
3:a
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
W
a
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
IN PLACE OF BSRF)9.
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
o
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
=
CULVERT/ACCESS ROAD WATERBARS
Y
0
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Q
Lo
N
0-)
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
()
Z
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
U
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C>
co
U
o
O
F_
J
J
CO
z
U
Ld Z
N
>
3:a
w+o
Z
z
c'
J O
Ld cn
�
0
W 00
0-
=
�
N
W
a
EL–
0m
N
m
N
~
a
Lb
o
a O
m
Q :m
U
O Z
U)
Z
toS:2o
=
M
U o
Y
0
In
Q
m
W
Z
Of
Z v
F
U
Q
Lo
N
0-)
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E175
175 OF 189

N
>
W
ry
I
0
0
I
0
Ln
r
I
r
I
w
W
U7
m
Y
U
Q
m
U)
Ld
U
Q
m
U
W
U)
C7
Z_
Q
ry
0
ry
V)
C7
z
a-
m
Q
I
m
ry
W
U)
I
ry
W
Q
ry
I
Q
CD
I
U
Z
Q
0
I
07
L0
LC)
I
O
Ln
O
0
z
W
J
Q
U
Q
0
nsultants, Inc.
NOTE:
STATIONING SHOWN ON THE
600
�
NOTES:
V
8798+95
COY RD �
8798+95 I I • 8799+17
COY RD_N� COY RD
LIMIT OF DISTURBANCE
Of
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
Q
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
600
DRAWING IS BASED ON
;
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
00
'I
a
J
m
J
m
J
X
m
J
1 co co
00 00
CO
CID
m
00
CO
CO
CO
CO
m
CO
m
CO
SLOPE MEASUREMENTS.
500
w
CO
w
CO
CO w
CO CO
CO
CO
Z
I 8799+44
w
CO
w
CO
SOIL TYPE
co
00
CO
00
CO
00
CO
00
m
CO
00
CO
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
(O
CO
N
(D
500
11.
(D 1
00
1 I O O
O N
O
41
O
m
O
00
o � '
= J RIGHT OF WAY
Z v
0)
CO
N
O
o 000
N
-0.0
N
N
00
00
�' 00
L4
N
F_
L'i
41
C4
O
C4
m
_01
O
-0.0
N
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
+
+
+
+
+
+ +
+
4
+
+
+
CA
+
+
+
++
+
400
+
+
+
0±
o+
+
+
+
+
o Cn
O
0
o
o
0
O
� 0
170
0
O
0 o
o 0
O
0
400
0
0
0
o
0
O
0
o
0
O
o00
8799+62
9
00
C) C)
0
O
0
o
0
0
0
0
• o
0
0
0
0
o Cn
0
0
0
0
0
0
1 WETLAND WROG006F
rn
o0
r
300
co 00
00
CO CO
CO
CO
0
00 00 CO co CD co CD CD
CD
8799+44
I
CD
Ln
CD
co 00 C0
00
300
j
O
0
0
0
1 1
0 O O
O
O O
N N N N N N
C4
C4
C4
C4 C4 �
�
00
�
z OD
o v
(D1
1 f RIGHT OF WAY
CD
+
O
0
N
+
0
o
+
0
of
+
+
0
00 O N
+ + +
0 0 0
o I o---- o----
41
+
0
o-----0
0) 0o
+ +
0 0
0
O
+
0
0
N
+
0
0
+
O
0
rn 00 O N N rn 00
+ + + + + + + +
0 0 0 0 0 O O O
0 0 0 00 0 0 0
O
+
O
0
N
+
O
0
4
+
O
0
rn 00 O
+ + +
O O O
o---- o---- o
N
+
O
o---
41
+
O
0
200
---
-----o
----
—�
I
000
---
---
= 8822+18.30 BK.
200
<5%
<5%
<5%
<5%
<5% <5% <5%
<5%
<5% <5%
<5%
<5%
<5%
<5% <5% <5% 5% <5% <5% <5%
<5%
<5%
+
<5%
<5% <5% <5%
<5%
<50
100
;Uc+n
STATION
= 8821 +97.20 AHD
(A +o
100
PROFILE VIEW
w ,
8799+62
(n
STATION EQUATION
o (n
STATION = 8822+18.30 8K.
WETLAND WROG006F
o0
H O R Z: 1" = 200'
0
STATION = 8821+97.20 AHD
STRING VIEW BAND
VERT: 1 " = 200'
0
a'
o
0
+
N
8798+85
00
0+0 I I +
00 00
C D 00
Cn 0)
N N TOPSOIL SEGREGATION AREA
+
O
ul
CD
ROOD
OD
CDD
N
o
PROPOSED TEMPORARY R.O.W.
SL�� T.SLTL
o
PROPOSED 36" AP -2
PIPELINE
n
o C'
D
PROPOSED PERMANENT R.O.W.
X
00
PROPOSED PERMANENT R.O.W.
�i_�
I
� 1
+T
w
T /7T/
o41
PROPOSED TEMPORARY R.O.W.
00
4
00
v
co (D
0)o0 00
+0 00 00
co
coW
0o
w
00
00
*8843+79
C>
ca I I
L4
w
C
STATIONING &
Cn
�
o
(n o
CA
w
w
CONSTRUCTION LIMITS
8798+80 I I
00
__4
.j -j 0')i
o00
00
mi
col
00
mi
00
0003
rn
im
000 1-1(0
C4
Cn
TI
rn
+
+ +
+
+
+
+
°o
'
LL -24-034
41
°DLL
41 r,
LL -24-034
cO LL -24-038
�'
-24-039
LL -24-040
OD
L'
N/F
1 1
N/F
1 N/F
1 N/F
I N/F
EQUITY TRUST COMPANY CUSTODIAN
1 1
EQUITY TRUST COMPANY CUSTODIAN
LEE A. &GINGER A. CARTER
1
KATIE
1
JANE LOCKLEAR
PARCEL I.D.
LLOYD HAMMONDS
1
PARCEL I.D. #939810784733
PARCEL I.D. #939810784733
PARCEL I.D. #938788915300
1938788160100
PARCEL I.D. #938788160100
3197 LF
1575 LF
1815 LF
328 LF
844 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
z
�
NOTES:
V
8798+95
COY RD �
8799+17
COY RD
LIMIT OF DISTURBANCE
Of
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
Q
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
I
O
;
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
00
'I
a
J
m
J
m
J
X
m
J
1 co co
00 00
CO
CID
m
00
CO
CO
CO
CO
m
CO
m
CO
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
m
CO
w
CO
w
CO
CO w
CO CO
CO
CO
CO
CO
00
00
w
CO
w
CO
SOIL TYPE
co
00
CO
00
CO
00
CO
00
m
CO
00
CO
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
(O
CO
N
(D
(DI
Cn
11.
(D 1
00
1 I O O
O N
O
41
O
m
O
00
o
N
Z v
0)
CO
N
O
N N
N N
N
-0.0
N
N
00
L4
O
L4
N
F_
L'i
41
C4
O
C4
m
_01
O
-0.0
N
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
+
+
O
0
o
o
0
O
0
O
0
O
0 o
o 0
O
0
o
0
0
0
0
o
0
O
0
o
0
O
0
o
0
o
00
C) C)
0
O
0
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
r
I
o0o
8799+44
I
(n
z OD
o v
(D1
1 f RIGHT OF WAY
z 00
o 0o
STATION
EQUATION
70 00
�, 00
000
STATION
= 8822+18.30 BK.
K w
+
001
y
1
;Uc+n
STATION
= 8821 +97.20 AHD
(A +o
w ,
8799+62
(n
o (n
WETLAND WROG006F
o0
0
STRING VIEW BAND
a'
o
LEGEND
— PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
�
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Of
Ld
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
Q
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
I
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:z
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
w
Li
o
IN PLACE OF BSRF)9.
in
f
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z v
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
Z
0
z
�
C>
lal
w
CL
a
Of
Ld
U
Cn
O
Q
O
W
O
U
z
o
[L'
w
a
z
In
N
>
3:z
Z
0
CD
a
J O
W
�
CC
=
F_
Z
0
1 0
z
z
_0
LLJ
LItMNC, INC.
C)
�
C>
lal
a
1 0
z
z
_0
LLJ
LItMNC, INC.
C)
C>
CIO
co
U
o
O
F_
J
J
CO
z
U
L Z
N
>
3:z
w+o
Z
CD
a
J O
W
�
W 00
0-_
=
F_
N
w
Li
o
in
f
m
N
~
a
tw
o
00
m
Q
U
Z
U)
Z
coS2
=
o
M
U o
Y
0
In Q
m
W
ZOf
Z v
F
U
Q
Lo
N
0-)
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. SUB TASK N0.
005 1
GROUP ID DRAWING NO.
D I E176
176 OF 189

N
>
W
ry
I
0
I
Ln
I
r�
r
I
w
W
U)
m
Y
U
Q
m
U)
W
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
m
In
C7
Z
a-
m
Q
I
m
m
W
U)
I
ry
W
(n
Q
ry
I
Q
CD
I
U
Z
-c
0
I
O
Ln
I
O
Ln
O
6
Z
W
J
Q
U
Q
CD
nsultants, Inc.
NOTE:
600
8845+01
8845+01
1 MARY C. RD
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
FENCE (BSRF)
Oo
STREAM CROSSING
COIR LOG
8888+42 8888+64
TOLAR RD-\VTOLAR RD
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
LdO
USFWS STREAM CROSSING WITH ENHANCED
600
STATIONING SHOWN ON THE
X
ORANGE SAFETY FENCE
8845+27
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
MARY C. RD
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CC
CC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
DRAWING IS BASED ON
TURBIDITY CURTAIN (PLAN VIEW)
Q
MARY C. RD
8888+64
Z
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
1
' Z
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
Z
Z
SLOPE MEASUREMENTS.
500
Co
000
TOLAR RD
TOLAR RD
0
000
00
00
C)0
0o
DD
00;'
000
00
00
00
00
00
00
CO
500
00
00
00
00
_c
_co
CO
CO
0o
00
�+
0o
00
00
00
CO
CO
0o
00
0o
00
00
0o
00
CO
�+
CO
0o
00
00
_c _00
�+
00
CO
+
�+
0o
co
cn
O
cn
N
cn
41
cn
6)
Cn
00
rn
O
rn
N
rn
41
rn
O
rn
00
O
N
O
CO
N
00
N
00
-I,p
00
00 1 1
CO
I00
0`'
cDcD
N
0"'
O
(D
O
(D
00
400
o�
o�
+
+
IoJ
+
+
+
+
+
+
+
o`D
+
+
+
o0 00
+
+
+
o�
+
+
+
400
+
00
+
CD
0
O
0
O
0
O
0
O
0
O
0
O
0
O
CD�N
0
O
0
O
0
O
�CD
O
0
0
O
O
0
CD
0
O
0
O
0
O
0
0
0
O
DCn
I ID
0
O
4
0
O
0
o
,
Dp 1 1Do
'�
L4
II ,n
M
m
300
I I 0 0
0
0
0
0 00
0
0
0
0 0000 co 00 0000
0
0000 co 0
0000
0000 0 0 0
0 1 1 coO
0
mco N
0
0
300
0000
41
4 �
CD
CD
CD
0)
0)
m
6) p) I
J
J v
v
0o 00 0o Co
CO (p
cD
CO00
(p
c0
cD
CO
r_nI�+
O
N
4
rn 00
+
O
N
O Co O
+ + +
N
+
4 rn
+ +
00
+
O N O
+ + + +
00 O
+
N
+
4
rn
Co
ID
�+
+
p
+ +
O O
0
+
O
0
+
O
O
+
O
O
+
0 �
O
+
O
O
+
O
O
+
O
O
O O O
O o O
O
O O
O
0-----0
O
O O O o
O O
0-----p
O
I I
O
o
+
O
0
+
O
0
O�
CD
+
O
O
200
O
Li0
OW
O
00 ;0
CD O
STRING VIEW BAND
200
--- ----
--
---
----
--- ---
— —
— —
— — — — ---
— — — — --- ----p
0
— — — — --
—
— — — --- — — — — — —
—
— — --O ----
--
—
---
<5%
<5% <5%
<5%
<5%
<5%
<5% <5%
<5%
<5%
<5%
<5% <5% <5%
<5%
<5% <5%
<5%
<5% <5% <5% <5%
<5% <5%
<5%
<5%
<5%
<5
100
100
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
0
0
4 + TOPSOIL
SEGREGATION AREA
8888+79
8s8$+19 8889+79
8890+19
8845+4�
84 +42 N*AV
8850+54
00
CO1
00
°�°
c
00
CD00
w
w
8845+44 �'8850+84
0
m
co
`° 0
0
(D
cD
C"
8851+31
+ J
J
PROPOSED TEMPORARY R.O.W.
o +
±
j-
MI
L--
J
rr
rrr� rrr�
CD
D
---
---
PROPOSED
36" AP
---
-2 PIPELINE
---
---
PROPOSED PERMANENT R.O.W.
8849+83
0
PROPOSED PERMANENT R.O.W.
8844+82
8844+80i�
8844+79
Y/�/f
+
J
O
/ / �/
lT 1T1T 1T1T 1T1 1 PROPOSED TEMPORARY R.O.W.
q
f o
oD
00
0D
0
00
/ / / / /
�1 U L�
0
0
00 00
00
0
O
+
v
-i
COO
N C
c0
0
CO
STATIONING &
+
I N
c
o
o
N
+
N o
o
CO
co
I
CONSTRUCTION LIMITS
8888+22
8888+82
8896+87
+
8845+42
Co
�
o a
p
co
+
+
00 00
_" im
+ +
o+
+�
C01
4
Cn
LL -24-041
r1i 00
O O
LL -24-041
1 I LL -24-040
1 1
I 1 N F
MACK COTTON, LLC
MACK COTTON,
LLC
LLOYD HAMMONDS
PARCEL I.D. #938772615200
PARCEL I.D. 938772615200
#
PARCEL I.D. #938788160100
4275 LF
1517 LF
844 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
LEGEND
— — PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
8845+01
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
FENCE (BSRF)
Oo
STREAM CROSSING
COIR LOG
U
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
LdO
USFWS STREAM CROSSING WITH ENHANCED
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
0_
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
MARY C. RD
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CC
CC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
8888+42
8888+64
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
1
8845+27
MARY C. RD
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
TOLAR RD
TOLAR RD
00
00
00
0o
DD
00
00
00
co
00
00
00
00
CO
00
00
00
00
00
00
0o
0o
00
00
CO
CO
0o
00
CO
CO
0o
00
00
00
CO
CO
0o
00
0o
00
00
0o
00
CO
CO
co
CO
0o
00
00
00
CO
00
CO
0o
co
cn
O
cn
N
cn
41
cn
6)
Cn
00
rn
O
rn
N
rn
41
rn
O
rn
00
O
N
O
CO
o0
O
00
N
00
-I,p
00
00 1 1
CO
cD
O
cDcD
N
41
(D
O
(D
00
41
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
p
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
0
0
O
0
0
0
0
0
O
0
CD
0
O
0
O
0
O
0
0
0
O
0
O
0
0
0
O
0
O
0
o
II ,n
M
m
mco N
�� I
I��
41
prn
0000
Zp 000
CO I I��
p0000
CD coo A00
�
�+ I
r_nI�+
CD
�+
J
*+
OD Co
o+ I I�+
ID
�+
O co
�+ , mcn+
�0
�CCn
OJ
O
O�
CD
�o �o
OW
O
00 ;0
CD O
STRING VIEW BAND
0
LEGEND
— — PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
FENCE (BSRF)
Oo
STREAM CROSSING
COIR LOG
U
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
LdO
USFWS STREAM CROSSING WITH ENHANCED
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
0_
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
cn
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CC
CC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
0
z
t CAR
Q
025 47 +,
�j. 6
�£,4 �1l
LItMNC, INC.
C]
C]
co
a)
co
co
OO
O z
CD
W + o
Z qd- ry
co U
W Cp
0-
�� O
CV
W0
Q O
U
J O
LU
Q m
O
Z
Of
O
U
Er
Cn
Z
O
U
U o
J
J
U N
L
J O cif
W N a_
W
(0
0_N o
m
m
H
0 O m
U z U)
M<
IoW
Q U �
C4
N
Q °'
z
_0
07
LLJ
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E177
177 OF 189
z
z
9-
Ld
Of
U
In
U
0
O
LdO
U
z
0_
W
0-
cn
z
0
Ln
CC
CC
0
0
z
t CAR
Q
025 47 +,
�j. 6
�£,4 �1l
LItMNC, INC.
C]
C]
co
a)
co
co
OO
O z
CD
W + o
Z qd- ry
co U
W Cp
0-
�� O
CV
W0
Q O
U
J O
LU
Q m
O
Z
Of
O
U
Er
Cn
Z
O
U
U o
J
J
U N
L
J O cif
W N a_
W
(0
0_N o
m
m
H
0 O m
U z U)
M<
IoW
Q U �
C4
N
Q °'
z
_0
07
LLJ
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E177
177 OF 189

N
>
W
ry
I
Ln
(0
I
N
00
I
ao
r
I
U)
F__
W
(n
m
Y
U
Q
m
In
Ld
U
Q
m
U
W
In
C7
Z_
Q
ry
0
ry
In
C�
Z
m
Q
I
m
ry
W
U)
I
ry
W
(n
Q
ry
I
Q
C�
I
U
Z
Q
0
I
O
Ln
Lf')
I
O
Ln
O
0
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
NOTES:
V
w
CL
LIMIT OF DISTURBANCE
Of
Ld
U
8918+65
In
O
8918+65
8925+76
* • •
8925+76
LdO
8930+44
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
8950+65
U
z
3.
4.
8950+75
WETLAND WROH016S--t �,I
z
600
STATIONING SHOWN O N THE
DRAWING IS BASED ON
o_
5.
In
z
X
0
„ WETLAND WROG002F
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
8924+71
WETLAND WROG001S
AT THE UPLAN D/WATERBODY BOUNDARY
EDGE STREAM SROG003
CCCC
'�
WETLAND WROG002F
C,
z z
EDGE STREAM
SROG003
WETLAND WROG001S
'� '�
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
00
coo
65
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
00 00
00
500
03
00
00
00
0
c0
00 00
(D
11.
00
CD CD
00 00 00
O O O
00
(0
0o
(D
00
cD
00
(D
I
I
Q
o o I o(0
WATERBAR (PLAN VIEW)
I
O
p
El
O O
4 O
O
00
O
RENNEROT+RD
500
SLOPE MEASUREMENTS.
N
O
N N
N 4'
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
N N
O 00
W W W
O N 4
W
(n
W
CO
4
O
4
P,
0)
4 (n
m O
I
Z
+
+
r1iZ
+ +
O O
Z ao
+
O
+
O
+
O
+
O
+
O
+
p
8950+42
+ +
p O
+ +
O O
+ + +
O o 0
+
0
+
o
+
O
+
O
z�
C3 CD '
+ +
O O
+
O
O
O
CD .,
0
oN
0
+, +
0 4 0;
8925+60
O
�,.
N i°
co
o
o
o o
o o
o 0 0
��,
RENNERT RD
0
0
0
0
0 0
0
.
CO
(`'
0 (D c>
00 0
EDGE STREAM
SROG003
c°
om,.ov. ZaD
w
��
m
8950+24
400
o(+D
oo, .,�
^�
00(0
(D
o0 0o f
o�
NN _�
CL STREAM SROG001
400
Z
cn
Z 0°
co
Z O0 I
0
W m oo
o N
�
z
0
N
8925+76
zoo I z o0 I Zoo
o
STATION
EQUATION
D N
N
00
N N
o
I
o
0
p CD
o
o rn cn
p
�' p
Na
> ,
�" n
p (D
N
I
00
o cD p CD p cD
N N 8930+88 W
STATION
= 8941 +28.69 BK.
(D
�'
oN � OD
Co
�
Z 0o I
�' n +
I
8925+76
I I +
o
00 8950+22 +
+ o
�+
1 n
Dm�,
+
(np„
WETLAND WROG001 S
cD CD ' � W
WETLANDWROGOOIF,�+
STATION
= 8942+53.01 AHD.
+ '
+
CL STREAM SROG001 ��
(0
C)
Ipo
�' �' `D
o N
� Ln con
WETLAND WROG001S
`" �" o
�
„(n0
,.pco oo.
�N
X+
041
o
RIGHT OF WAY�00
m+ „m+
(D 0" 0 �rn
300
00
Arn
80FOWAY
CO
00
00
00
00
00
00 +
c
+
f
CD
(0
00
00
co 00
o
oo
00
CD
w
w
00
CO Co COCOO I I >
co
300
D N
CD
O
ON
O
O
�
p
(n M
OD
N
O tD
N
W
N
N
N
. ,
W
to
CA
o
�
W
�
W
�
?
ccoo
C0 W
CJI
00
+
O
+
p
0
O
0)
C)+
00
+
O
O
+
O
N
+
O
4
+
O
0)
+
O
00 .. O
+ 2
p
0
+
O
C) O
O
O
OD N
p +
00
41
+
O
O)
+
+
00
+
0---�`
•. O TI N
+ +
OOitO
4
+
o
O
+
O----
00
+
O
0
+
o
0) 00 O
+ + + + I
I
O--- O� O--- O11J.11_
N
+
o
200
�
O
O
O
O
O
O
F
O
�—
p
O
p
I
O
p
p
O
p O O O
I I
O
200
----
------ -----
— —
— — -----
— —
— — —
— —
— -----
----
--
--
— Imo—
---
— ---
—
-- ---
4- —
—
---
--- --
— —�
-- --
— —� —
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5% <5%
<5%
<5%
<5% <5%
<5% <5% <5% <5%
100
STATION
UAT ON
100
PROFILE VIEW
STATION
= 89411+28.69 BK.
H O R Z: 1" = 200'
STATION
= 8942+53.01 AHD.
VERT: 1 " = 200'
0
0
8947+68 8948+74
0o
(D
00 00
CD (0
00
00 cD
0o
(D00
00
O
00
O
00
(0
00 00 00 00 00
O O co O (0
O
N
O O
W W
cD
N
N CO
W N
W
W
W
?
W?
CJI
41 CJI
N CA O CD O
+ + +
+
+
+
+
+
+ + + + +
p
W
O
W 00
co O
+ J
W CO
J +
(0 N
J
O
O
CO CO O J N
co
LTL7L
(n
(n
C°
T/
T/ T/
/ T/
T /
Ln
cNn
—
D
— —
—
— —
— —
—
— — —
— — —
PROPOSED 36
AP -2
PIPELINE
D PROPOSED PERMANENT R.O.W. Z
CD
Cn
N PROPOSED PERMANENT R.O.W.
N
N
o71
11
WU �
o
00
/
PROPOSED TEMPORARY R.O.W.
w
+
+ (0
00
(9)
(0
C
O
c(D +
C4
+
c�D
CD
+
—
O
W (0
W
W
N
4
(J) 00
N
U)
N
CO
STATIONING &
N
Cn
o
+
00
+ N
0 cn
+
0
+
+
+
o
CA
TOPSOIL SEGREGATION
41 +
v
AREACn
f
f
CONSTRUCTION LIMITS
N
8935+16
0
CA
CO
co
mi
oo au ao
LO o
CO
CO00
co
CD
+
Cn Cn
+ LL -24-044 + + +
i I
m
+
CO
LL-24-041
CJD
LL
-24-043
OD N/F N w
0)
N/F
I
N/F
fENE B & SUSAN B THOMPSON
MACK COTTON, LLC
LAWTON W.
KITCHIN LIFE ESTATE
PARCEL I.D. # 938616387300
PARCEL
I.D. # 938772615200
I
PARCEL I.D. # 938740042300
LL -24-044 384 LF
1517 LF
4340 LF
N/F
GENE B & SUSAN B THOMPSON
PROPERTY OWNERSHIP
PARCEL I.D. 9L8616387300
94
z
0
z
NOTES:
V
w
CL
LIMIT OF DISTURBANCE
Of
Ld
U
8918+65
In
O
WD
8925+76
O
LdO
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
8950+65
U
z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
W
N
>
3:w+O
o_
5.
In
z
X
0
„ WETLAND WROG002F
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
8924+71
WETLAND WROG001S
AT THE UPLAN D/WATERBODY BOUNDARY
EDGE STREAM SROG003
CCCC
7.
8.
z
0
1 0
z
z
_0
07
W
PIPE SPECIFICATION
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
\
0
1 0
z
z
_0
07
W
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
8918+65
BELTED SILT RETENTION
1.
8925+76
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
8950+65
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
N
>
3:w+O
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
„ WETLAND WROG002F
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
8924+71
WETLAND WROG001S
AT THE UPLAN D/WATERBODY BOUNDARY
EDGE STREAM SROG003
8930+44
WETLAND WROG001S
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C,
IN PLACE OF BSRF)9.
RENNERT RD
8950+42
RENNERT RD
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
00
coo
co
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
00 00
00
00
03
00
00
00
0
c0
00 00
(D
11.
00
CD CD
00 00 00
O O O
00
(0
0o
(D
00
cD
00
(D
00
(D
00 00
(D (D
Q
00
w
WATERBAR (PLAN VIEW)
co
00
O
p
O
N
O O
4 O
O
00
O
N
O
C0
N
O
N N
N 4'
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
N N
O 00
W W W
O N 4
W
(n
W
CO
4
O
4
P,
0)
4 (n
m O
I
Cn
N
+
+
+
+ +
O O
+
0
+
O
+
O
+
O
+
O
+
O
+
p
+ +
p O
+ +
O O
+ + +
O o 0
+
0
+
o
+
O
+
O
+
O
+ +
O O
+
O
O
O
O
0
0
0
0
o
O
o
o
o o
o o
o 0 0
0
0
0
0
0
0 0
0
m
N o
m
8950+75
Z
Z 0°
co
Z O0 I
0
W m oo
o N
�
z
0
N
8925+76
zoo I z o0 I Zoo
STATION
EQUATION
N
00
WETLAND WROH016S
o
I
p CD
o
p
�' p
Na
> ,
�" n
p (D
N
I
cn
o cD p CD p cD
N N 8930+88 W
STATION
= 8941 +28.69 BK.
(D
�'
8950+24
Co
�
W
+
�+
+ o
�+
1 n
Dm�,
+
(np„
WETLAND WROG001 S
cD CD ' � W
WETLANDWROGOOIF,�+
STATION
= 8942+53.01 AHD.
+ '
+
CL STREAM SROG001 ��
(0
C)
Ipo
�+'
oc`Dn
0�,
„(n0
,.pco oo.
�N
X+
041
o
m+ „m+
(D 0" 0 �rn
Arn
80FOWAY
T'o+0
STRING VIEW BAND
0
0
0 0
0
CD
oo
CD
o
RIGHT
D N
�,
�, ,,
o
Cn
W
N (n �,
o
LEGEND
— PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
N
>
3:w+O
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
Lu
0
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C,
IN PLACE OF BSRF)9.
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
o
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
Z
CULVERT/ACCESS ROAD WATERBARS
Y
0
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Q
Lo
N
rn
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
()
Z
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
U
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C)
CV
LO
m
co
U
o
O
F_
J
J
0
CO
z
U
L Z
N
>
3:w+O
Z
Z
Q
o
J O
Ld N
�
O
LLI 00
�_
F_
D
Lu
0
��
of
,^
C,
m
N
~
a
Lb
o
aO
m
Q :m
O
O Z
U)
Z
toS:2o
Z
M
U o
Y
0
In
Q
m
W
Z
Of
z U
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E178
178 OF 189

N
>
W
ry
I
Ln
0
I
N
00
I
ao
r
I
07
F__
W
(n
m
Y
U
Q
m
In
Ld
U
Q
m
U
W
In
C7
Z_
Q
ry
0
ry
In
C�
Z
m
Q
I
m
ry
W
U)
I
ry
W
(n
Q
ry
I
Q
I
U
Z
Q
0
I
O
LO
Lf')
I
O
Ln
O
0
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
00
O
00
O
00
O
00
O
W
0
m
O
E
Ld
U
TEMPORARY WATERBAR/SLOPE BREAKER
Cn
00
co
WD
U
00
co
O
00
O
600
STATIONING SHOWN ON THE
00
O
00
O
U
O
0
Z
O
O
CD
O
W
UI (T
N 41
o_
(T
00
In
O
N
Z
O
m
0
J
O
J
N
J
DRAWING IS BASED ON
J
m
CCCC
CO
O
CO
N
CO
41
CO
m
CO
00
LD
O
LD
N
LD
41
LD
m
c0
00
O
O
O
N
O
O
0)
a
CULVERT AS NEEDED
+ +
+
SLOPE MEASUREMENTS.
500
+
+
+
+
+
i �
z� zCD
+
TURBIDITY CURTAIN PLAN VIEW
( )
+
+
+
+
�
z(0
+
+
m
+
+
500
+
+
+
+
+
. O J O J
0
O
0
O
0
O
0
O
0
O
0
O
zc.
0
O
0
O
0
O
0
O
0
O
400
0
O
0
O
0
O
0
O
0
O
+ +'
0
O
0
O
0
O
0
O
0
O
0
0
+
+
400
QCO N OOJO
Ov
QN
300
m
00
00 00 00 00
00 Oo Oo 00 00
00
W 00 Ti 00
00
00 00 Oo 00 00
00
00
00
m
Ln
Co
w�
(0
300
CO
(T
CD
UI
O O O cD
() C77 0) 0)
O O CO CD CD
0) 0) O) J J
CD
J
(0 O
J J
O
00
O c0 CD O O
00 00 00 00 (D
O
(0
O
CD
c0
(O
O
CD
O
O
CD
O
O
O
N
+
+
0) 00 O N
+ + +
O) 00 O N
0) 00
O
+
N ? 0) 00 O
+ + + + +
N
+
?
+
0)
+
00
+
o�
O
+
N
+
O
CY)
+
200
O
O
+
O O O O
-
+ + + + +
O O O O O
- -
+
O
+ +
I O O
CD
O O O O O
- -
O
O
-
O
�_____�
O
O
-
O
+
O
0
O
200
J.
____ ____
____ ____ ____ ____ ___
_1 _ ___ ___
____
____ ____ ____
____
____
00
___
____
<5%
<5%
<5% <5% <5% <5%
<5% <5% <5% <5% <5%
<5%
<5% <5%
<5%
<5% <5% <5% <5% <5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
O N
=J
100
00).
=N
O
100
PROFILE VIEW
O
O
STRING VIEW BAND
HORZ: 1 " = 200'
Cn
0
0
VERT: 1 " = 200'
00 00
J J C.0
C(D
0000
Lo
0)
J
Lo
(0
O
(0
O
J J
O
COO
_
O
O
+ O O +
N N r
+
O
O
f
O O
0000
0)P
+
0) 41
_
[n
00 00
N
(Il
(rl
PROPOSED PERMANENT
R.O.W.
PROPOSED 36" AP -2 PIPELINE
PROPOSED PERMANENT
R.O.W. 0)
Co
/ —7—
�T1T1T /�O�S� TEMPORARY
R.O.W. �T 1/�
T/ T/
U1`�
0 00
0 0
00
o
O
Cn 0000
+
(D
(gyp
±
Cn J
J LO
O O
O O
O
O
N O
STATIONING &
o
N
N
Cn 41
CONSTRUCTION LIMITS
m
(a
to
(D
o
O
i J
O
COD
J
+
co
LL-N�F044
+ +
Cn
rn LL -24-046
LL -24-048
N/F
co')i
+
LL -24-050
+
41
LL -24-049
+
w
GENE B & SUSAN B THOMPSON
I N/F I
QUEEN OXENDINE LOCKLEAR LIFE
I
N/F
I
N/F
PARCEL I.D. # 938616387300
PAMELA M. LOWERY CRANMORE
ESTATE AND STEPHEN OXENDINE
LUIZER L. OXENDINE
JOHN H.
MCNEILL AND WELBORN
1694 LF
I PARCEL I.D. # 938607181600 I
JR. LIFE ESTATE
I
PARCEL I.D. # 937677696000
I
FAMILY TRUST
383 LF
PARCEL I.D. # 937677758000
1877 LF
PARCEL
I.D. # 937677696000
878 LF
1809 LF
PROPERTY OWNERSHIP
Z
0
0
Z
z
_0
W
PIPE SPECIFICATION
Z
00
O
00
O
00
O
00
O
W
0
m
O
E
Ld
U
TEMPORARY WATERBAR/SLOPE BREAKER
Cn
00
co
WD
U
00
co
O
00
O
Ld0
00
O
00
O
00
O
U
O
0
Z
O
O
CD
O
W
UI (T
N 41
o_
(T
00
In
O
N
Z
O
m
0
J
O
J
N
J
AT THE UPLAN D/WATERBODY BOUNDARY
J
m
CCCC
CO
O
Z
0
0
Z
z
_0
W
PIPE SPECIFICATION
LEGEND
PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
co 00
O O
00
O
00
O
00
O
00
O
m
(0
m
O
m
O
00
co
00
co
00
CO
TEMPORARY WATERBAR/SLOPE BREAKER
00
co
00
co
00
CD
00
co
00
co
00
co
00
O
00
O
00
O
00
O
00
O
CO
cc
O
0
O
O
O
O
CD
O
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
UI (T
N 41
(T
m
(T
00
O
O
O
N
O
O
m
O
00
J
O
J
N
J
AT THE UPLAN D/WATERBODY BOUNDARY
J
m
J
00
CO
O
CO
N
CO
41
CO
m
CO
00
LD
O
LD
N
LD
41
LD
m
c0
00
O
O
O
N
O
O
0)
a
CULVERT AS NEEDED
+ +
+
+
+
+
+
+
+
+
+
+
TURBIDITY CURTAIN PLAN VIEW
( )
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
0 0
0 O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
0
z CD
z C0
z co
z 0
o(0
o�
oco
o0
J.
00
N,
. 0 (D
=N
0-4.
=00
O N
=J
00).
=N
O
O
O
O
STRING VIEW BAND
Cn
LEGEND
PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
0
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:w+O
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
0
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
W
a
IN PLACE OF BSRF)9.
0m
N
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
O
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Of
z U
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C)
Co
C)
�
U
o
O
F_
J
J
0
CO
z
U
Ld Z
N
>
3:w+O
Z
ZN
a
c'
J O
Ld cn
�
0
W 00
0-
=
�
N
W
a
EL—
0m
N
m
N
~
a
Lb
o
aO
m
Q :m
O
O Z
U)
Z
toS:2o
Z
M
U o
Y
0
In
Q
m
W
Z
Of
z U
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E179
179 OF 189

N
>
W
ry
I
Ln
(0
I
N
00
I
ao
r
I
U)
F__
w
(n
m
Y
U
Q
m
In
Ld
U
Q
m
U
W
In
C7
Z_
Q
ry
0
ry
In
C�
z
m
Q
I
m
ry
w
In
I
ry
W
(n
Q
ry
I
Q
I
U
Z
Q
0
I
07
LO
Lf')
I
O
Ln
O
0
z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
NOTES:
V
9017+42 1
I
9017+67
Of
Ld
U
TEMPORARY WATERBAR/SLOPE BREAKER
9035+18
BELTED SILT RETENTION
1.
U
0
O
FENCE (BSRF)
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
500
U
z
3.
4.
EDGE OF
SHANNON RD
I
EDGE OF
SHANNON RD
0
a
5.
cn
WETLAND WROH013S
z
X
0
6.
EDGE OF
SHANNON
RD
AT THE UPLAN D/WATERBODY BOUNDARY
500
SLOPE MEASUREMENTS.
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
w
Lu0
IN PLACE OF BSRF)9.
~
;WETLAND WROH013S
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
9035+45Eq
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
;
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
o
00
0
CD
0
CD
0
0
0
0
0
T r�
0
0
0
0
0
0
0
0
cD
0
Of
0
0
EDGE OF
0
0
0
0
z
z
z
cD
0
cD
0
cD
0
CD
0
0
0
Z0
cD
0
cD
0
cD
0
CD
0
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
O
0)
O
00
00
oo
STREAM SROH010
00,00
1
0-0--0--o
�Con,�Con
,
N
41
N
0)
N
00
W
O
[70
W
4
W W
rn Co
_101
O
=0
��
=0
��
�
,
�
rn
�
Co
Cn
O
Cn
N
Cn
-1,rn
Cn
Cn
00
LnLn
�� ��
��
��
+
+
+
+
400
+
+
+
o J
o ,,
+
+
J
+
(r
+
9035+86
+ +
+
a+, • 70 a+,
70 ++
, 70 ++
+
+
400
+
+
0W
rn
+
+
TIN
w
I
�CO
w
I
0
O
0
o
0
O
oa,
o I
ozrn
o
EDGE OF
STREAM SROH010
Oto 0o�
0
O
ow ow
o�
o�
0
O
0
o
0
O
300
O
0•1
0
0 0 0
<
o I
Io
0
O
0
O
0
O
c4
w
0
O
N C4
_n V)
vWi
300
O
O
0
N
0
N
0
N
0
O O
0 0
O O
0
O O
O
O O
0 0 o o
O O O O
0 0
O O
0
O
o
O
0
O
ra ra
r� r�
6)
+
00
+
O N
+ + +
m
+
co
O
N
N N
O
W O W
O
O w
CA
4 �
Cn
CT Cn
Cn
CT
0)
EDGE OF
00
00
0 0
+
+
+
+
o
00
+
O
+ +
00
+
O N
+ +
� O ON. O
+ + + +
N �
+ +
0)
+
OD
+
O
+
c�
=01
O
c�
1=0
O
200
--
-----
0
---- ---- -----
o
—
I I o
1
CD
--- -----
0 ----
0
----
O I 0
r�:i
0 0
0 O 0
+ 0
CD O
0
0 0
o 0
0 0 0 0
0 O 0 o
0 0
0 o
0
0-----0
0
0
o
200
<5%
<5%
<5% <5% <5%
<5%
<5%
<5%
<5%
10J
_n +0
--O ----
<5% 5-10% <5%
---- --- --
<5% <5%
— ---- ---
< % <5%
---- ----
<5% <5%
--- ---- ---- ---
<5% <5% <5% <5%
---- — --
<5% <5%
<5%
---
<5%
<5%
+'X+
100
Ln Ln
++
Cn Cn
+'�+
<5%
Orn
T'r+v
00
100
PROFILE VIEW
Orn,
Orn ��EDGE OF
o�;o�
�w 0w
041,0
HORZ: 119 = 200'
C
D W
D W
o
o STREAM SROH010
0 0
VERT: 1 99= 200'
0
0 0
0 0
STRING VIEW BAND
0
9017+20
9017+80
f f
TI
9017+22
9017+83
TI
TI
0
O
O
0
O
O
(n TI
0
o
0
0
0 0
0 0
N N 0
CD O
J
0)
II
00
Cn O N
a)
+ �
o
PROPOSED TEMPORARY R.O.W.
N
00
T.
�T� T17i ! T�T�
�7�
n
— — — — —
— — —
— —
— — — — —
— —
—
o
CC
PROPOSED PERMANENT R.O.W.
_
>1
PROPOSED
36 AP -2
PIPELINE
— —
o
cNn
PROPOSED PERMANENT R.O.W.
10
T/T /T/T 9017+26
0
o
PROPOSE/D/ TEMPORARY R.O.W.
9017+28
9017+8 9
0
0
�l
901+31
9017+91
0
J
L�L�
J
+
O
II II
O
±O
O
O
O
N N
&
a,
o Cn TOPSOIL
-
SEGREGATION
AREA
rn+
oo�rnSTATIONING -
CONSTRUCTION LIMITS
f
N
co
OD
CO
Cn
p) ( D
0
CD
41
CD
CD(D
o
cD
00
O
J
r
_N
O
o
41
(n
N
+
LL -24-049
+
+
w
LL -24-049
+
ID
N
LL-24-051
+
00
LL -24-052
+
)
+
w41
LL -24-054
N/F
1
N/F
I
N/F
I
N/F
I
I
N/F
JOHN H. MCNEILL AND WELBORN
JOHN H. MCNEILL AND WELBORN
DANIEL JR. & CATHY TIMMS
WILLIAM EDWIN MCNEILL JR. ET AL
LL -24-051
EVA H.
KRYNOVICH AND JOANNE
FAMILY TRUST
I
I
FAMILY TRUST
I
PARCEL I.D. # 937635099300
1
PARCEL I.D. # 937659960304
N/F
I
BANKS HEIRS
PARCEL I.D. # 937677696000
PARCEL I.D. # 937677696000
576 LF
1403 LF
DANIEL JR. & CATHY TIMMS
PARCEL I.D. # 937607169600
1809 LF
1699 LF
PARCEL I.D. # 937635099300
2586 LF
PROPERTY OWNERSHIP
I
1
1
162 LF
I
z
0
lo
z
z
_O
W
PIPE SPECIFICATION
z
NOTES:
V
w
CL
9017+67
Of
Ld
U
TEMPORARY WATERBAR/SLOPE BREAKER
In
BELTED SILT RETENTION
1.
U
0
O
FENCE (BSRF)
2.
0
O
U
z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
w
0
a
5.
cn
N
>
3:W+O
z
X
0
6.
EDGE OF
SHANNON
RD
AT THE UPLAN D/WATERBODY BOUNDARY
�
ROADSIDE DITCH
7.
8.
z
0
lo
z
z
_O
W
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
NOTES:
V
9017+42
LOD
9017+67
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
9035+18
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
0
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:W+O
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
EDGE OF
SHANNON RD
6.
EDGE OF
SHANNON
RD
AT THE UPLAN D/WATERBODY BOUNDARY
�
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
w
Lu0
IN PLACE OF BSRF)9.
~
;WETLAND WROH013S
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
;
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
o
00
0
CD
0
CD
0
0
0
0
0
T r�
0
0
0
0
0
0
0
0
cD
0
Of
0
0
0
0
0
0
0
0
to 0
0 0
cD
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
cD
0
cD
0
cD
0
CD
0
0
0
cD
0
cD
0
cD
0
cD
0
CD
0
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
O
0)
O
00
O
N
41
0)
1
1,
co
N
O
N
N
N
41
N
0)
N
00
W
O
W
N
W
4
W W
rn Co
_101
O
_01
N
�
,
�
rn
�
Co
Cn
O
Cn
N
Cn
-1,rn
Cn
Cn
00
O
O
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
0
CD,
0
O
0
o
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
o
0
O
0
o
0 0
,O O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
o
mr�
9035+45
'� '�
ra ra
r� r�
�
EDGE OF
z0 z0
z z
�
�
zo
00
O
c�
=01
O
c�
1=0
O
z0
00
zo
0o STREAM SROH010
00 00
41
z01z0
00 00
zo zo
00 00
�+
0J1
10J
_n +0
N
+,+,
W
9035+86
+'X+
Ln Ln
++
Cn Cn
+'�+
Orn
T'r+v
00
Orn,
Orn ��EDGE OF
o�;o�
�w 0w
041,0
C
D W
D W
o
o STREAM SROH010
0 0
0 0
0 0
STRING VIEW BAND
f
W
(./) TI
f f
TI
TI
TI
TI N
(n TI
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
0
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:W+O
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
w
Lu0
IN PLACE OF BSRF)9.
~
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
O
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Of
z U
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Q
Lo
N
rn
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
Z
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C)
CD
�
U
o
O
F_
J
J
0
CO
z
U
W Z
N
>
3:W+O
Z
Q
J O
W
�
W
=
N
w
Lu0
tZ
��
~
m
N
~
a
Lb
o
a O
m
Q :m
O
O Z
U)
Z
coS:2o
=
M
U o
Y
0
In
Q
m
W
Z
Of
z U
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 1
GROUP ID DRAWING NO.
D I E180
180 OF 189

nsultants, Inc.
NOTE:
STATIONING SHOWN ON THE
600
140468
TASK NO.
O
005
00
GROUP ID
I 1
9082+31 9082+53
SNIPES RD SNIPES RD
9096+89 19097+14
BUIE-PHILADELPHUS RD � BUIE-PHILADELPHUS RD
CL
181
600
DRAWING IS BASED ON
Ld
U
9096+89
BUIE-PHILADELPHUS RD �
I
9097+14
BUIE-PHILADELPHUS RD
;
oLd
wo
c0
00
0)m
CO
to
SLOPE MEASUREMENTS.
500
to
0
m
to
0
J
(D
0
J
to
0
J
0
0
J
cD
0
J
cD wcD
0
Co
0
1 Co
to
0
Co
to
0
Co
500
w
0
w
to to
0 0
w w1
w cD cD
Co
w0 0
0
cD cD cD cD cD
0 0 0
o
m
z
O
Na
0 9097+32
1
c°
00
O
N
O
0 0,
0)m
O N
o
O
00
0 mo
m o ELEC OVERHEAD
cD
o '
co O N
41 O O0 O N ?
LLJ
400
+
O
+ '
+
o
+
0
+
0
+
0
+ o +Nj
o + 9097+31A
+
+
o
400
+ +
O
+
o
+
O
+
O
+
O
+
O
+ +
O O
+ + +
o O O
+ + + + + +
o O O o O O
ol RIGHT OF WAY
D
=orn
0
0
0
0
O�
0
0
0
0
IN
->< D
0
0
0
0
0
300
0 0
W
0 0 o O o O
`c
tD `° �°
I cD
C°
300
C:)
cD
O
o 0 0 0 0 0 0
J J J J J
0 1 0 0
00 00 00
0 0 0 0 O 1 0
00 O O O cD cD O O 0 O
j
p
N
+
O CO
CD 41 0) + + + + + + +
0 0 o O 0 0
0
0+
+ N + +
0 O
0---- I o 0
O----
O
+ + + + + + + + + O
0 0 0 0 o I O O o 0
O O O O
O---- O O---- 0-----0
. N
O
41
O
200
0
0
0 0 0 0 0 0
Ill
�
o
200
+ '
----
--- ---- --- —� ---- + — ---•--I—
+ 1
10m +
100
<5%
<5%
<5% <5% <5% <5% <5%
<5% <5% <5% <5%
<5% <5% <5% <5% <5% <5% <5% <5% <5% <5% <5%
<5%
100
PROFILE VIEW
�cpD
�N
HORZ: 1 " = 200'
�o
RIGHT OF WAY
o
VERT: 1 " = 200'
0
�
0
STRING VIEW BAND
9081+91 0
9096+80 9097+41
9081+99 00
9096+77 9097+38
cD
0)
cD
rn
CD U4
I I
(D c0 cD c0
I
c0
cD
0
apo Ln
cpo c(00 c(00
+
0
0
o
PROPOSED TEMPORARY R.O.W.
\\
v, I I N LA
+
J
p
J
J
T� T/ 21 T( =l T/T/
c0
/ /
N U7 DO O
/ Z/Z/Z Tom. T/ T/ T1 T/ T/71
O J
J
PROPOSED 36" AP -2 PIPELINE PROPOSED PERMANENT R.O.W.
z sos2+55
_ .
0 0
A
cD
CD
�; PROPOSED PERMANENT R.O.W.
o PROPOSED TEMPORARY R.O.W.
9082+63
�/
9082+3°s 9082+94
gpg2/ 47 9083+02
00
c+D N
+ c° +
9096+57 I 9097+18
9096+52a 9097+14
9096+48 9097+1
cD
rn
/ / / /
/1
I
cD cD c0
cD cD
_
N
rn
rn 0) O
(0 �
+
Cn
C14
+
41- + TOPSOIL SEGREGATION
\ \ OOo COpapo
AREA
f
I
(0 CD
+
J
CA
STATIONING &
O
o
O O
b) g \ \ cD JC11
J
? to
O UI a0 N
I I
?
CONSTRUCTION LIMITS
C4
± ±
cD
N
O
m
c0 O
LN O
po
(D c0 (D cp
O O O p
O
Or W
0 C.0 cD cD
cNI
LL -24-054
N LL -24-055
N � LL -24-057 Jo cj LL -24-058
N/F
I I N/F
I I N/F I I N/F
EVA H. KRYNOVICH AND JOANNE
EVA H. KRYNOVICH AND JOANNE
JO ANNE SCHELL AND JANIE ARLIE & VENUS JACOBS
BANKS HEIRSI
I BANKS HEIRS
LL -24-056 I I MCMILLAN GOUDY I I PARCEL I.D. # 936676070000
PARCEL I.D. # 937607169600
PARCEL I.D. # 937607169600
N/F PARCEL I.D. # 936686013500 1771 LF
2586 LF
750 LF
VIVIAN E. BEESON 515 LF
PARCEL I.D.
PROPERTY OWNERSHIP
1 39L6686586700
' I
I I
I P, /
I
I /
!LF
_ LL -24-0 / t
TIMMS JOHN CHARLES J . I ULBRETH /
099300 PARCEL I.D. # 93 66940200 /
\-
so
of
�O HUNTING STAND
Jy..,• • •yy•a,:yyy+,.. I \ I WELL
• ..
50
to. ,
y _
o
.. ,,
-
o ? WETI9 D 11> PI 65
90
n" WR0H013F
/ LL -24-054 I\ I
N/F \ P
EVA HUMPHREY KRYNOVICH, ET AL \ \
PARCEL I.D2586 7607169600 \ \
.. s
THE MAPPING SYMBOLOUSED TO REPRESENT THE E&S CONTROLS IN T \PLAN
VIEW ARE NOT TO SCALE \SO THAT THEY ARE MORE VISIBLE ON THE DRAWI E3 .`
E&S CONTROLS MAY BE SHOWN OUTSIDE OF THE LIMIT OF DISTURBANCE (LO WCC
FOR CLARITY ONLY. E&S I CONTLS S BE PLACED WITHIN
PIPE SPECIFICATION
/
ago
�6,1
BORE PIT
1 ' BORE PIT START/STOP
/STOP
4 IA
000
LL -24-056
\ \\
A PrARCELVIVI,
LL -24-055 VIVIAN E. BEESON
11 1 U"\
4A H. KRYNOVICH AND JOANNE 133 LF
I \ \
I l
/ 1
• I r� (
I�
7-7
_4
i
�T,r7717771-7771, T� _
I 47`1 A - - -
i - BORE PIT / �'00�1
N
•� START/STOP
BORE PIT
START/STOP
i /► -
V PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE NOTES:
LEGEND Q TEMPORARY WATERBAR/SLOPE BREAKER BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
mm TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE — — — — — — — — — STORM SEWER I 3. IMAGERY TAKEN FROM GOOGLE EARTH.
MEEZEEZEEffm COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
x x FENCE
E UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
qzEffiffiffiffiffiffiffiffiffissm COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W WATER LINE CONTROLS
OLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
USTREAM CROSSING WITH ENHANCED 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
STREAM O
— — �AT THE UPLAND/V1IATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. - ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
G G EXISTING GAS PIPELINE SAN SANITARY SEWER IN PLACE OF BSRF) 9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
WETLAND CUB SOIL TYPE AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CONSTRUCTION ENTRANCE WITH DITCH DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT AS NEEDED ♦ GENERALIZED SURFACE WATER FLOW 10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
CULVERT/ACCESS ROAD WATERBARS NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT BORE PIT \ OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
(T r)- TURBIDITY CURTAIN (PLAN VIEW) O WATERBAR OUTLET (PLAN VIEW) 12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) WATERBAR (PLAN VIEW) OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). 0 50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
140468
TASK NO.
O
005
00
GROUP ID
DRAWING NO.
w
CL
181
9082+31 11
SNIPES RD�
9082+53
SNIPES RD
Ld
U
9096+89
BUIE-PHILADELPHUS RD �
I
9097+14
BUIE-PHILADELPHUS RD
;
oLd
wo
c0
00
0)m
CO
to
to
0
m
to
0
m
to
0
m
to
0
J
(D
0
J
to
0
J
0
0
J
cD
0
J
cD wcD
0
Co
0
1 Co
to
0
Co
to
0
Co
to
0
cD
w
0
w
to to
0 0
w w1
w cD cD
Co
w0 0
0
cD cD cD cD cD
0 0 0
o
m
z
O
Na
CL
O
00
O
N
O
co
O N
o
O
00
O
N
41 O
co O N
41 O O0 O N ?
LLJ
+
O
Z
+
o
+
0
+
0
+
0
+
0
+
o
+
O
+
o
+
O
+ +
O
+
o
+
O
+
O
+
O
+
O
+ +
O O
+ + +
o O O
+ + + + + +
o O O o O O
0
(i
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
0 0 0
0 0 o O o O
0
z
CD
0) I
CD
00 I
0
I oro
� 1
9097+32
ELEC OVERHEAD
�
o
+ '
+ 1
10m +
o -q + 1
9097+31
+ '
04� :
�cpD
�N
�o
RIGHT OF WAY
o
�
STRING VIEW BAND
V PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE NOTES:
LEGEND Q TEMPORARY WATERBAR/SLOPE BREAKER BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
mm TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE — — — — — — — — — STORM SEWER I 3. IMAGERY TAKEN FROM GOOGLE EARTH.
MEEZEEZEEffm COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
x x FENCE
E UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
qzEffiffiffiffiffiffiffiffiffissm COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W WATER LINE CONTROLS
OLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
USTREAM CROSSING WITH ENHANCED 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
STREAM O
— — �AT THE UPLAND/V1IATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. - ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
G G EXISTING GAS PIPELINE SAN SANITARY SEWER IN PLACE OF BSRF) 9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
WETLAND CUB SOIL TYPE AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CONSTRUCTION ENTRANCE WITH DITCH DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT AS NEEDED ♦ GENERALIZED SURFACE WATER FLOW 10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
CULVERT/ACCESS ROAD WATERBARS NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT BORE PIT \ OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
(T r)- TURBIDITY CURTAIN (PLAN VIEW) O WATERBAR OUTLET (PLAN VIEW) 12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) WATERBAR (PLAN VIEW) OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). 0 50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
CAR
fly',• �s� ' �. •fir•
025 `7
�jy..
a,
f d II]IIll"
O
z
140468
TASK NO.
O
005
00
GROUP ID
DRAWING NO.
w
CL
181
OF 189
Of
Ld
U
U
In
O
oLd
wo
CO
z
U
LLI Z
U
LSI +
o
Z
ZC:>
0
JO
U
07
z
0N
Ld
o
m
z
w
O
CL
z
two
z
QZ
o
UM
co
z
o U
o
Y
0
=
►� a
LLJ
w
Z
Z v
3�:
F
U
CL0
LoO
N
rn
CL
a
0
(i
Y
z
U
O
z
0
n
0
z
CAR
fly',• �s� ' �. •fir•
025 `7
�jy..
a,
f d II]IIll"
O
N0./DASH NO.
140468
TASK NO.
O
005
00
GROUP ID
DRAWING NO.
D
E181
181
OF 189
�
U
o
O
J
J
CO
z
U
LLI Z
N
>
LSI +
o
Z
ZC:>
a
JO
L LI
N
w
0N
o
m
m
C14
o
two
aom
0
QZ
U
UM
co
z
o U
o
Y
0
=
►� a
m
w
Z
Z v
3�:
F
U
Q
LoO
N
rn
Qf
(i
z
O
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E181
181
OF 189

N
>
W
ry
I
Ln
I
N
00
I
ao
r
I
07
F__
W
m
Y
U
Q
m
U)
W
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
m
In
C�
z
m
Q
I
m
m
W
In
I
ry
W
(n
Q
ry
I
Q
C�
I
U
Z
Q
0
I
O
LO
Ln
I
O
Ln
O
6
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
600
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
x
I
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
II
9163+97 I
I
I
9164+17
COIR LOG
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
SLOPE MEASUREMENTS.
500
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
0
9163+97
9164+17
9146+10 9146+37
EDGE OF'EDGE OF
E 4TH AVE E 4TH AVE x
X
*
I
' * EDGE OF
BUIES MILL RD
I
EDGE OF
BUIES MILL RD
o_
500
Cn
z
CUB
SOIL TYPE
Ln
EDGE OF
E 4TH AVE
EDGE OF
I�E 4TH AVE
II
x
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
EDGE OF
BUIES MILL RD�
EDGE OF
�BUIES MILL RD
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
CD CD CD CD
v
�o
+
CD
CD
9145+74
RIGHT OF WAY m�
f
CD
00
o�
+ �' c
o^� ��
�400
CD
CD
400
CD
CD
ff
CD
INLET/OUTLET PROTECTION
CD
7u
= 0
CD
CD
z
9145+73 Orn m C+Dx
CD CD
_
o
I
cD
_
0 0+
o+
N
O
N
N
N
4
N
O
N
00
(14
o
(14
N
(14
4
(14
O
(14
00
ELEC OVERHEAD I C''
41
N
(n
OOO�YY
Cn D cJn I
I D m
Cn
N
Cn
�
Cn
O
00
300
N 41
�_
o �_ o
0 0
0 0
�_ �_ o �_
�_ �q I �_ �_
+
+
+
I
o I
+
�_
300
+
+
+
N
O Oo O
N N N
N O
N Cri
OD O
Cri Crl
N 41
Crl W
O 00 O N
�I (T Cn
00 N
+
O�0
O
N
+
+
O
CD 0 0 0
0
+
+ + +
+ + +
+ +
+ +
+ + + +
+ + + +
0
0
0
0
0
CO
0
200
O
0
O O O
0 0 0
O O o
0 0 0
o O
0 0
O O
0 0
O O o o
0 0 0-----o
O OI O o +
`-'I
0 00 o
o--- of l
o
o t4+
0
200
—
— — — — — — — — — — — — — —
— — — — — — — — — — — — —
— — — — — — — —
— — — — — — — —
— — — — — — — — — — ----
---o — — — — — — — — — — — — — — —
-- ----
---
I=�
-- — — —
—
— — —
—
0 I
co
<5%
<5% <5% <5%
<5% <5% <5%
<5% <5%
<5% <5%
<5% <5% <5% <5%
<5% <5% <5% <5% <5% <5% <5%
<5%
<5%
<5% <5%
<5%
<5%
100
9145+73
ELEC OVERHEAD
p rn
I T' +
z
'�'
+
rn =
� + °' I
=
I
100
PROFILE VIEW
OU,
=O
v
D
CA
x
HORZ: 119 = 200'
OW
=J
�N OCA
O=J TI+
041
TI+
o
0
-
CD
p
CA
0
VERT: 1 99= 200'
�,
N
CD D`n
CD
CD
9145+76 9146+77
9145+75 9146+76
CD
9163+84
CD 9163+81
9164+45
9164+41
co
f O
W
I I
J
�
J Cn
f
I I
Cn
+
cn
PROPOSED TEMPORARY R.O.W.
m I I 0 N
U
+
N
+ N
I I
4'
o
`n
i Ti T�
i Ti
T1. T� T1
`�
CNn
CD
PROPOSED PERMANENT R.O.W.
m PROPOSED 36" AP -2 PIPELINE
`o �
+ PROPOSED PERMANENT R.O.W. _ 00
i 9145+70 r*i �/
i T1 1�/ Zz�/ p �7T/T/ <I
PROPOSED TEMPORARY R.O.W. 9145+69 9146+71
o
(Ul
°'
CD
9164+27
9164+24�'J''
Cn
OD
W
1
9145+68
916420
Lo LD CD
±
C4
N w
Ln
�
Ln
rn
J N II
STATIONING &
TOPSOIL SEGREGATION AREA
I I N
N
� 9163+65 I
I
9167+74
CONSTRUCTION LIMITS
C
9163+62
C°'„
^+,
'Di
'01
21
_
Cn
a
CCD o m co
(0
w
12
r 41
Co
+
+
+
+ r + +
+
+
TI +
+
C,�
O
N
LL -24-060
N
CD
LL -24-061
�I TI J 00
4 LL -24-062 00 LL -24-063
CD
00
�I
LL -24-065 Ln
W
m
LL -24-065
cD
00
N/F
I
N/F
I I N/F I N/F
I
N/F I
I
N/F
LL -24-058
JO ANNE SCHELL AND JANIE
KENNETH E. LOCKLEAR AND ARLIE
DONALD BRUCE OXENDINE ARLIE JACOBS AND EUGENE
BUIE ROD & GUN INC.
BUIE ROD & GUN
INC.
N/F
MCMILLAN GOUDY
I
& VENUS JACOBS
I I PARCEL I.D. # I LOCKLEAR
I
PARCEL I.D. # 936604763904 I
IPARCEL I.D. # 936604763904
ARLIE & VENUS JACOBS
PARCEL I.D. # 936656581300
PARCEL I.D. # 936646088800
936634546300 PARCEL I.D. # 936633280700
377 LF
562 LF
PARCEL I.D. # 936676070000
1627 LF
1445 LF
314 LF 1010 LF
PROPERTY OWNERSHIP
1771 LF
PIPE SPECIFICATION
LEGEND
— — PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
9146+10
COIR LOG
9146+37
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
0
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
0
9163+97
9164+17
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
Cn
z
CUB
SOIL TYPE
Ln
EDGE OF
E 4TH AVE
EDGE OF
I�E 4TH AVE
II
x
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
EDGE OF
BUIES MILL RD�
EDGE OF
�BUIES MILL RD
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
CD CD CD CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
CD
ff
CD
INLET/OUTLET PROTECTION
CD
CD
CD
CD
CD
CD CD
CD
cD
N
O
N
N
N
4
N
O
N
00
(14
o
(14
N
(14
4
(14
O
(14
00
41
O
41
N
41
�
OOO�YY
I 41
00
Cn
N
Cn
�
Cn
O
00
o
N 41
O
00
+ + + +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
t
+
+
+
+
+
+ +
+
+
CD 0 0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0
I o
I
0
II9145+74 m
z� RIGHT OF WAY
I=�
�CDx
Co
0 I
co
I0 C°
0
+
9145+73
ELEC OVERHEAD
p rn
I T' +
z
'�'
+
rn =
� + °' I
=
I
OU,
=O
v
D
CA
x
OW
=J
�N OCA
O=J TI+
041
TI+
o
-
CD
p
CA
STRING VIEW BAND
�,
N
CD D`n
D°'
LEGEND
— — PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
0
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
0
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
Cn
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
0
z
z
_0
07
LLJ
C)
C>
DO
CD
OO
O z
CD
W + o
Z�
Q
J � U
W � �
(-
�� O
W0
Q O
U
J O
LU
Q m
O
Z
Of
O
U
Qf
Lo
Z
O
U
U C�
J
J
U N
L
J 0 cif
W N a_
W
(0
0_N o
m
m
H
0 0 m
U z U)
M<
IoW
Q 0 �
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E182
182 OF 189
z
w
CL
Of
Ld
U
Cn
0
WQ
0
0
U
z
W
o_
Cn
z
0
Ln
0
0
z
z
_0
07
LLJ
C)
C>
DO
CD
OO
O z
CD
W + o
Z�
Q
J � U
W � �
(-
�� O
W0
Q O
U
J O
LU
Q m
O
Z
Of
O
U
Qf
Lo
Z
O
U
U C�
J
J
U N
L
J 0 cif
W N a_
W
(0
0_N o
m
m
H
0 0 m
U z U)
M<
IoW
Q 0 �
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E182
182 OF 189

N
>
W
ry
I
0
I
0
00
I
00
I
U)
F__
W
U7
m
Y
U
Q
m
U)
Ld
U
Q
m
U
W
U)
1-1
CD
Z_
Q
ry
0
ry
V)
C7
z
a-
m
Q
I
m
ry
W
U7
I
ry
W
Q
ry
I
Q
CD
I
U
z
a
0
I
C)')
L0
Lf')
I
O
Ln
O
0
z
W
J
Q
U
Q
0
nsultants, Inc.
Z
0
1 0
z
z
0
/
V )
LLJ
iz
PIPE SPECIFICATION
z
z
V
PERMANENT WATERBAR/SLOPE BREAKER
d
Ld
Of
U
TEMPORARY WATERBAR/SLOPE BREAKER
U)
BELTED SILT RETENTION
w0
U
0
FENCE (BSRF)
2.
0
NOTE:
700
Z
9221+55
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
w
a
5.
N
N
>
3:LSI
Z
X
O
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
0
ROADSIDE DITCH
700
STATIONING SHOWN ON THE
W
IN PLACE OF BSRF)9.
0
N
o
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
WETLAND WROH007S
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
9221+55
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z v
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
9221+33
WETLAND
WROH007S
DRAWING IS BASED ON
I
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
U
SLOPE MEASUREMENTS.
600
WETLAND WROP002S
600
N
N
,
(o
N
(o
(o
(o
'(o
(o (o
N I
co
Na
O
CO
v
O
J
N
J
J
O
�
9221+46 • I ;
CO
N
CO
CO
O
CO
CD
to
O
to
N
to
-P,
to
O
(0
OD
O
N
O
O
O
O
00
O
N
0)
N
C0 O
N
N
'F PROPOSED
ACCESS RD
+
+
+
+
`� `°
zw z�z�
+
+
+
+
+
+
+
+
+
+
+
+
+
+
o; o
24 -071 -AR -1
+
+
+ +
500
0 o o ,
0
O
0
O
0
O
0
0
O
0
O
0
O
0
O
0
O
��
0
O
0
O
0
O
0
O
° 0NJ
A
500
0
0
0
z
0
0
0
0 0
0
� +
to m
Z O Z
Ln.
J .
Oma, O�O�,
_ _ =
O
Z
v
�c`D,,
ov, O�,Ooo
� 0 c 0
Z N
O
O v 0 J
400
C> 0 o
O
O
O
o o O
o N
N
O D N
400
CO 0�o CO
70 +
+x+,
q
N o
W
�+
�+ �+
000
O�
=to
O�OU'
_Cn=(0,
O w
_
Ow
000
-a�,
000
-0o,-0(D 9221+46
00
C)
300'D
to 4.0 c0
c0
c0
c0
c0
c0
c0 c0
c0
c0 c0
c0
cp
O
N
c0 (0
N N
c0
N
o
co w (D .(D .(o
N N j
(0 O
N N
N
co
N
300
DD
_
p JJ J
N
J
W
W
DD
DD
W c0
c0
(0 (0
(0
O
ON
O O
O
O
CO
O N ? O co
+ + + '+ '+
N N
O N
+
+
O
+ 4 0)
+ '+ +
00
+
O
+
N
+
+
rn
+
00 O
+ +
N
+
0)
+ +
00
+
O
+
CDCD
+ +
CD
+
C
CD
O O
200
O
p
O CCD D O O
O
O
O
O
O
O O
O
O p
CD
O
O O
O
O O O
O
200
PROFILE VIEW
— — — —
-----
----
---- ---- -----
----
---- ----- --- ---- -----
--
H 0 R Z : 1 " = 200'
<5%
--- - -----
<5% <5% <5%
<5%
<5%
---- ----
<5%
-----o----
<5%
<5%
----
<5%
----- ----
<5% <5%
----
<5%
----- o---
<5% <5%
----
<5%
<5%
<5% <5% <5%
<5%
<5% <5% <5% <5% <5%
<5%
<5
VERT: 1 " = 200'
100
100
9214+99
co co cfl
co
co
to
o
(0
o
(0
0
9214+10­"cfl co
U TOPSOIL SEGREGATION AREA co
N W
CrI
+
o
w
PROPOSED TEMPORARY R.O.W. o
Cn
�Tc+v'„ih7"N"Nw
_�
cNn
PROPOSED
36" AP -2
PIPELINE
PROPOSED PERMANENT R.O.W.
o
ccn
+
+
PROPOSED PERMANENT R.O.W.
v
STA. 9215+75
TEMPORARY R.O.W.
O
�lPROPOSED
o
1/x/1/
CA
NN
CD
Cn
N N
0)
c0
+ + CO
+
CD
N
STATIONING
&
N N
N
N
v W
O O
CONSTRUCTION LIMITS
CD
41
00
00
00
+ LL -24-065
+ +
+
w
+
(o
+
cn
LL -24-071
+
rn
CA N/F
00 LL -24-067 co LL -24-068
LL -24-069
00
LL -24-070
cn
N/F
BUIE ROD &
I N/F I N/F
I
N/F
I
N/F
I
GUN INC.
ARLIE JACOBS ARLIE JACOBS
ROBERT ELSIE CARTER JR.
DENNIS M. WILKINS
THOMAS E. MAYNOR, 11 ET UX
APRIL MAYNOR
PARCEL I.D.
I PARCEL I.D. # 936612189000 I PARCEL I.D. # 936612373100
I
PARCEL I.D. # 936612678604
PARCEL I.D. # 936612609100
I
PARCEL I.D. #936509769421
#936604763904 421 LF 415 LF
364 LF
757 LF
4128 LF
562 LF
PROPERTY OWNERSHIP
Z
0
1 0
z
z
0
/
V )
LLJ
iz
PIPE SPECIFICATION
z
z
V
PERMANENT WATERBAR/SLOPE BREAKER
d
Ld
Of
U
TEMPORARY WATERBAR/SLOPE BREAKER
U)
BELTED SILT RETENTION
w0
U
0
FENCE (BSRF)
2.
0
O
U
Z
9221+55
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
w
a
5.
N
N
>
3:LSI
Z
X
O
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
0
ROADSIDE DITCH
7.
8.
Z
0
1 0
z
z
0
/
V )
LLJ
iz
PIPE SPECIFICATION
LEGEND
— — PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
9221+55
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSINESSESSESESESSSEffiffissm
STREAM CROSSING WITH ENHANCED
COMPOST FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:LSI
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
0
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
W
IN PLACE OF BSRF)9.
0
N
o
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
WETLAND WROH007S
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z v
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
9221+33
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
U
WETLAND WROP002S
N
N
(o
N
(o
N
(o
(o
(o
'(o
(o (o
N I
co
Na
O
CO
v
O
J
N
J
J
O
J
00
CO
O
CO
N
CO
CO
O
CO
CD
to
O
to
N
to
-P,
to
O
(0
OD
O
N
O
O
O
O
00
O
N
0)
N
C0 O
N
N
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
0
O
0
O
0
O
0
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0
0
0
0
0
0
0
0
0 0
0
Z p
to m
Z O Z
O
Z
v
Z
O
O v 0 J
O
O N
N
O D N
70 +
+x+,
(+0
�+
�+ �+
000
O�
=to
O�OU'
_Cn=(0,
_
Ow
000
-a�,
000
-0o,-0(D 9221+46
00
CO CD
�
o
0 0o PROPOSED ACCESS RD
STRING VIEW BAND
°�,°
CO,°�,°
�,
c 24 -071 -AR -1
LEGEND
— — PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSINESSESSESESESSSEffiffissm
STREAM CROSSING WITH ENHANCED
COMPOST FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:LSI
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
0
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
W
IN PLACE OF BSRF)9.
0
N
o
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z v
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C>
N
N
N
�
U
o
O
F_
J
J
CO
z
U
LdZ
N
>
3:LSI
+
o
Z
Z
J
a
c'
J O
Ld cn
�
0
Ld
_
N
W
0
N
o
m
m
N
~
a
Lb
o
a O
m
Q :m
U
O Z
U)
Z
coS2
z
o
M
U o
Y
0
In Q
m
W
ZOf
Z v
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO- SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E183
183 OF 189

>O
N
>
W
ry
I
0
I
O
00
I
r�
00
I
Cn
F__
W
U)
m
Y
U
Q
m
U)
W
Y
U
Q
m
/
U
W
In
C7
Z_
Q
ry
0
m
In
C7
Z
a-
m
Q
I
m
ry
W
U)
I
ry
W
(n
Q
ry
I
Q
CD
I
U
Z
-c
0
I
O
L0
Ln
I
O
Ln
O
6
Z
W
J
ILI
Q
U
Q
CD
nsultants, Inc.
NOTE:
700
LOD
0
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
0
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
0
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
O
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
700
ORANGE SAFETY FENCE
[L'
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
cn
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
STATIONING THE9236+51
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
I I I
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
DRAWING S BASED ON
MCQUEEN+
RD
MCQUEEN RD
SLOPE MEASUREMENTS.
600
N'
N
o N'
9273+86
,
.EVERGREEN CHURCH RDIli
600
w
�
500
o
=(00
cNn'
= O0
o J
:*
= ±
IoW
Ui
W
9236+69
p RIGHT OF WAY
o 9270+89 9273+50
500
CD
0
0
+
o0 0'
9237+09
+ EDGE STREAM SROP001 RIGHT OF WAY
�
C
�
Ln
STATION
EQUATION
OVERHEAD
ELEC
o 0 9270+47 9273+38
400
m J
STATION
= 9230+45 BK.
oo
I
EDGE STREAM SROP001 WETLAND WROP001F
o I
400
STATION
= 9226+75 AHD.
�
I
I
300
0 0
N
N
N
N
N
0
N
N
N
O
=
0
N
0
N
0
N
0 �
N N
0 0
N N
0
N
0
Na
0
N
0
N N N 0 0 O 0
300
(nj
N
N =
(A
N
00
W
O
N
00
W
O
W
N
W
W
00
O
?
N
0)
(n
00 o
Cn
N
Cn
�
Cn
0)
N
W
00
m O N N N N
o N 0) 0) 0) J
+
O
O
+
O
O
+
O
o
+
O
O
+
O
O
+
O
O
+
O
O
+
O
O
O
+
+
O
O
+
o
O
+
O
O
+ +
o O
O O
+ +
O O
O O
+
O
O
+
CD
O
+
O
O
+
O
O
+ + 0) 00 N
O O + + + + + +
O O O O,LoO
200
--- -- --
—�---
--
----
----
----�---
—
-----
----+----
---------+----�
------------
----
CD O O
---- ----- ---- IL
PROFILE VIEW
<5%
—-----I_Li--+---
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5% <5%
<5% 5%%----
<5�
<5%
<5%
<5%
<5% <5% <5% <5% o < a < o
HORZ: 1" = 200'
goo
goo
VERT: 1 " = 200'
9234+73
9265+89
0
N
0
N
0 0 0
N N N
00
N N
0
N
0 00
N N N N
N
0
N
J
W W W
W W Cn
W W
O O
W
J
0) 0) 0) J
O J W
DCn
+
+
00
+ + +
W CCA
++
� N
+
N
PROPOSED
TEMPORARY R.O.W.
o
�
+ + + +
+ � (0 00
[7--Z
1
T7
T/
T/
T/ T/ T/
T/ T/7
/ T/7/�
/
_
_
0i PROPOSED 36"
_
AP -2 PIPELINE
p
PROPOSED
PERMANENT R.O.W.
o CnA
D
C)
CNn
m
PROPOSED
PERMANENT R.O.W.
cNn
0+0
0)
�1
T
/
o�
iTiT�
��
S TT
P OPOSED
TEMPORARY R...
OW
J
0
0
c°
W 0
0 0
0
0
9272+86
W
N
N
N
CD
J
W W
W
W W
W
41 ��
00
STATIONING &
00
w-0
U
CD
N
W
00
O O
o0)
W
cD
W
±TOPSOIL SEGREGATION AREA
Cn
o
W
J
Cn
9235+07
0) 0)
J
O
d>
CONSTRUCTION LIMITS
9234+85
+
`D
lov
ivC'i
o N
N N N LL -24-073-A004 N N CO
N J?
N
+
J
+
+
+
W 41 J W
+ + + N/F + + r
+
Cn
Cn
LL -24-071
rn
LL -24-072
o
0
rn
0
LL-24-072-AO01
Cn 0) 0 ERVIN JONES
00 0 0 0
W
v
N/F
I
N/F
I
I
N/F
LL-24-073-AO03 PARCEL I.D. # 935575618400
I I I I I
THOMAS E. & APRIL MAYNOR
WILLIAM R. JR.
& KATHERINE
M. MCNEILL
DANNY BULLARD & SYBILL JONES BULLARD
N/F 460 LF
LL-24-073-AO02
PARCEL I.D. # 936509769421
I
PARCEL I.D. # 936506769837
I
I
PARCEL I.D. # 935584744200
I JOHVSON & DORIS LOCKLEAR
N/F LL-24-073-AO06
-�
4128 LF
845 LF
2689 LF
PARCEL I.D. # 935575618400
LINDA P. GALBREATH 338 LF
PARCEL I.D. # 935575533951 LEONARD BULLARD
PROPERTY OWNERSHIP
PARCEL I.D. # 935574045400
103 LF 9
PIPE SPECIFICATION
9236+26 9236+51 9273+86
MCQUEEN RD� MCQUEEN RD
EVERGREEN CHURCH RD
N N O N N N N N N N O 0 CO CO CO (0 (0 (0 (O (0 Cp (0 (0 CO CO CO CO CO C0 I 0
Iy N N N N N N N N N N N N N N N N N N
N N N N W N W W I CA W I O W ? 41 Cn Cn CII Cn Cn O 0) O) O I O J J
00 00 O
N = O O N 41Of = (p O N (P m O N 41 O) 00 o N Lr 00 o N
0 + 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 o O O o 0 0 0 o O o 0 0 0 0
o 9236+69 9270+89 9273+50
c� z 0 z 0 z 0 I z 0 ,BRIGHT OF WAY o NI EDGE STREAM SROP001 � RIGHT OF WAY
STATION EQUATION o w NI I� y 8237+09 9270+47 9273+38 ill
4 C", + J' STATION = 9230+45 BK. W W + EDGE STREAM SROP001 WETLAND WROP001 F
o + +, +, + 0 01 I OVERHEAD ELEC W•
o o 0) o, STATION = 9226+75 AHD. o
mJ oo�'o �+0 moo.
r- O O om CD = c0 00
STRING VIEW BAND N
co
LEGEND
— — PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
w
BELTED SILT RETENTION
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
0
COIR LOG
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
0
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
O
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
[L'
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
o_
IN PLACE OF BSRF)
cn
z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
0
z
z
_0
07
w
N
OO
O z
CD
W + o
ZN v
W � �
(-
�� O
W0
Q O
U
J O
LU
Q m
O
Z
Of
O
U
Lo
Z
O
U
U o
J
J
U N
L
J 0 cif
W N a_
W
(0
0_N o
m
m
H
0 0 m
U z U)
M<
IoW
Q 0 �
Ln
N
Q °'
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E184
184 OF 189
z
w
CL
Of
Ld
U
U)
0
0
0
O
U
z
[L'
W
o_
cn
z
0
Ln
CC
0
0
z
z
_0
07
w
N
OO
O z
CD
W + o
ZN v
W � �
(-
�� O
W0
Q O
U
J O
LU
Q m
O
Z
Of
O
U
Lo
Z
O
U
U o
J
J
U N
L
J 0 cif
W N a_
W
(0
0_N o
m
m
H
0 0 m
U z U)
M<
IoW
Q 0 �
Ln
N
Q °'
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E184
184 OF 189

N
>
W
ry
I
0
I
0
00
I
00
I
U)
F__
W
U7
m
Y
U
Q
m
U)
Ld
U
Q
m
U
W
U)
1-1
CD
Z_
Q
ry
0
ry
V)
C7
Z
a-
m
Q
I
m
ry
W
U)
I
IY
W
Q
ry
I
a
CD
I
U
Z
Q
0
I
C')
L0
Lf')
I
O
Ln
O
0
Z
W
J
Q
U
Q
0
nsultants, Inc.
NOTE:
700
CHURCH RD
Z
V
PERMANENT WATERBAR/SLOPE BREAKER
n
W
E
U
TEMPORARY WATERBAR/SLOPE BREAKER
In
9301+80
RAILROAD TRACKS
700
STATIONING SHOWN ON THE
0
9320+54
TOWNSENDS CHAPEL RD
FENCE (BSRF)
9320+78
CHAPEL RD
0
O
U
Z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
W
a
5.
9274+08
N
>
3:a
z
X
0
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
CCCC
7.
8.
I�TOWNSENDS
W
W
DRAWING IS BASED ON
0
EVERGREEN CHURCI
RD
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
N
N
N
o
N
N
N
N
o
N
0
N
0
N
SLOPE MEASUREMENTS.
600
I
0
o
w
o 0
w w
0
w
0
w
0 0
w w
0
w
I
I
12.
I I
9320+54 9320+78
Of
600
Oo
O
CO
N
O0
4.1m
m
m
co
CD
m m
cD
co
O
LO
00
9301+80
0 I
O
41CO
TOWNSENDS CHAPEL RD � II TOWNSENDS CHAPEL RD
O
O
j
w
N I
O
I N N
N
N
CA
o ..
o
Z
0 o
+
+
RAILROAD TRACKS
+
+
Ir
+
+
+
+
+
m
m
+
m m
+ +
+
+
+ +
+
+
O
O
500
X_
O
p
O
O
O
O
o
O
o
O
O
O
O
O
O
O
O
p
p
O
O
500
O O
O O
w
O
O
�wrr77 N
m�m N
O
p
__�rA7 N
CD
CO
CO CO
m m
A
O
co
O
O
N N
400
o +
� � ,
• N CD
N
c>Cn
I2p
N (A 41
rn
.Z7N .Z7N
o +
N I
o +
I
STATION EQUATION o + o +
STATION 9313+71.59 BK. 0
400
�,,
J
x
;
� , , ;
=pI
I=O
"'
N
0
= w
STATION = 9318+58.18 AHD. "' I I D
o
0
0 0
�
� o
STATION EQUATION
300
140
N
N
0
N N
0
N
N N N
� + � +
+ +
w CA w w w
W
300
N
V
om + I
N
v
N
00
00
N
CO 00 00 4Z
N N CND (NO
p CD Q)
(p.!
p
I +
W
O
41
L4 L4 w w
O O N N N N N
w
0
x 00 �••70N
+
..
00
+
.. +
+
+ + + +
+ + + +
o
+
+
m + + + + + + +
+
+C1
+
200
0
0
0
0
o O o 0
O
0 0 0 0
0
0
0
0 0 o w 1 0 0 0 0
0
200
PROFILE VIEW---
—��------�—
----
----------
--------------
— — — — ---------- ----
-- —
---
--------------- --- -- ----- -- -------------- ----
H 0 R Z : 1 = 200'
<5% <5%
0 0
0 0
<5%
<5%
<5%
<5% <5% <5% <5%
<5% <5% <5% <5%
<5% <5%
<5%
<5
<5% <5% <5% <5% <5% <5% <5% <5% %
VERT: 1 " = 200'
100
100
9281+99
9300+43
9303+40 9319+39 9321+99
J
�_
TOPSOIL SEGREGATION AREA I I
+
ONo
00
+
(0
+
O
�
I
D
0
D
D
D PROPOSED PERMANENT R.O.W.
9s°3ai+43
930+463
PROPOSED 36" AP -2 PIPELINE 9930+40 9322+003
r
CD
tNn
cn
00
o
w
Nrn
N PROPOSED PERMANENT R.O.W.
N /�j��
PROPOSED TEMPORARY R.O.W.
9301+im
9300+9802+00
9302+40
9320+37 9320+99 STA. 9322+13
9320 29301+0502+07 9320+85o
9�0+22 9320+8200
oo
w
++
+
++
++
+
NSTATIONING
&
wo
N
�'
o
00
a0
+
00
Cn I I
CONSTRUCTION LIMITS\
-9274+00
9280+38
0
O0 0
0
0
LL -24-073-A011 0 0
LL-24-073-AO15
0 0
0
CA
N
N
V 4
N
-4
N
Co
N LL-24-073-AO13 N
N/F 00 0
0 N/F
w o
o
w
o
w CO w
N o N
+
+
+
+ LAWTON & ERVIN JONES + GERTRUDE /SHERWOOD + N
N
SCO„ AUSTIN BREWER
+ m
�'
+
+ ; + LL -24-076
+
w
PARCEL I.D. # 935564647400 0" PARCEL I.D. # 935553894400 C°
+ C/O GERTRUDE SHERWOOD
LL -24-076 6
N/F
Ln
LL-24-073-AO06
I
LL-24-073-AO08
I
580 LF 381 LF I +
�I PARCEL I.D. # 935553575000
I
I
N/F I I
N/F
CCA
LL -24-073-A016 ROW ONLY 1355 SF
LACY L. & BONNIE L. CUMMINGS LACY L. &BONNIE L.
LEONARD/BULLARD
I
ERVIN JONES
I
LL -24 -073 -AOI LL-24-073-AO14
N/F I LL
-24-074 I
I
PARCEL I.D. # 935533857397 I I CUMMINGS
PARCEL I.D.
#
PARCEL
I.D. # 935564609542
ROSCOE & CHRISTINE BULLARD (LIFE GERTRUDE SHERWOOD
MARTHA HUNT N/F
SIMMIE BOLLARD
1319 LF PARCEL I.D. # 935533857397
2081 LF
935574045400
423 LF
REM. GEN E. BULLARD PARCEL I.D. ## 935554611200
PARCEL I.D. # 935553391000
PROPERTY 0 W N E R S H I P
247 LF
PARCELROW ONLY 432 SF76700 55 LF
362 LF PARCEL I.D. # 935555802400
600 LF
Z
0
lo
z
z
0
w
PIPE SPECIFICATION
z
CHURCH RD
Z
V
PERMANENT WATERBAR/SLOPE BREAKER
n
W
E
U
TEMPORARY WATERBAR/SLOPE BREAKER
In
9301+80
RAILROAD TRACKS
wo
U
0
9320+54
TOWNSENDS CHAPEL RD
FENCE (BSRF)
9320+78
CHAPEL RD
0
O
U
Z
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
W
a
5.
cn
N
>
3:a
z
X
0
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
CCCC
7.
8.
Z
0
lo
z
z
0
w
PIPE SPECIFICATION
LEGEND
— — PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
9274+08
EVERGREEN
CHURCH RD
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
9301+80
RAILROAD TRACKS
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
9320+54
TOWNSENDS CHAPEL RD
FENCE (BSRF)
9320+78
CHAPEL RD
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:a
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
ROADSIDE DITCH
7.
8.
I�TOWNSENDS
W
W
IN PLACE OF BSRF)9.
0
0- N
0
N
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
N
N
N
o
N
N
N
N
o
N
0
N
0
N
0
N
0
CA
0
ww
0
o
w
o 0
w w
0
w
0
w
0 0
w w
0
w
0
w
WATERBAR OUTLET (PLAN VIEW)
12.
__4v
m
Of
CO
Oo
O
CO
N
O0
4.1m
CO
00
00
co
CD
CO
N
cD
co
O
LO
00
p I
p
0 I
O
41CO
O
C7
O
O
j
w
N I
O
I N N
N
N
CA
N
CO
Z
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+ +
+
+
O
O
O
O
O0
O
O
p
O
O
O
O
o
O
o
O
O
O
O
O
O
O
O
p
p
O
O
O
O
O O
O O
w
O
O
CD O
O O
O
p
O
p
m m
m m
c>Cn
I2p
.Z1N :CN
.Z7N .Z7N
=�I
wo
C)
I=p
=pI
I=O
�
� o
STATION EQUATION
� N
� N
o �
+
� + � +
+ • •
� + � +
+ +
om + I
I om +
STATION = 9313+71.59 BK.
om + I
I +
0
x 00 �••70N
�4„ern
STATION = 9318+58.18 AHD.
��
��
��
��
STRING VIEW BAND
0 0
0 0
0 0
0 0N1
N1
LEGEND
— — PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:a
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
W
W
IN PLACE OF BSRF)9.
0
0- N
o
0m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Of
Z v
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Q
Lo
N
rn
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
Z
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
C)
C>
P7
�
U
o
O
F_
J
J
CO
z
U
W Z
N
>
3:a
W+
o
Z
Z N
o
J O
W N
�
W
_
N
W
W
(Z
0
0- N
o
0m
m
N
~
a
tw
o
00
m
Q
U
Z
U)
Z
to S2
=
o
M
U o
Y
Q
m
0
W
Z
Of
Z v
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E185
185 OF 189

N
>
W
ry
I
0
I
0
00
I
00
I
07
F__
W
U7
m
Y
U
Q
m
In
Ld
U
Q
m
U
W
In
1-1
CD
Z_
Q
ry
0
ry
V)
C7
Z
a-
m
Q
I
m
ry
W
U)
I
ry
W
Q
ry
I
Q
CD
I
U
Z
Q
0
I
0')
L0
L()
I
O
Ln
O
0
Z
W
J
Q
U
Q
0
nsultants, Inc.
NOTE:
700
NOTES:
V
9342+10
9342+40
LIMIT OF DISTURBANCE
E
Q
TEMPORARY WATERBAR/SLOPE BREAKER
700
STATIONING SHOWN ON THE
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
DRAWING IS BASED ON
FILTER SOCK
9342+10 9342+40
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
ROUTE 72�
ROUTE 72
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
_
ROADSIDE DITCH
SLOPE MEASUREMENTS.
600
W
ROUTE 72 ROUTE 72
I I
N
a
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
600
CO
(A
500
co
(A
0 _
O (0
C-4 CA
(0
CA
CD
W
c0
(A
CD
CA
(0
C4
O
CSI
co
L4
(0
CA
(0
CA
500
O
CEJ
(0
W
c0
W
�4 �41
CO
CN
(D
CN
O
L4
O
L4
O
L4
CD
CSI
c0
CSI
Q
Lo
N
rn
pC(
.1
N
W
41
W
O)
C4
CO
N
O+ O+
I
?
?
O
-P,
OD
Cn
O
Cn
N
Ln
41
Cn
O
Cn
00
m
O
m
N
O
41
O
0)
400
J
CD
D m D LO
J
J
0)
J
00
00
O
00
N
OD
+
+
400
+
+
+ +
I I�
+
+
+
+
+
+
+
+
+
+
+
+
300
+
w w I w I w
w
+
+
w w
w
w w w w CA w w CA
w
0
O
300
0
0
0 0
0 0
w
w w w
W CSI Cry CA 1, � ?
?
?
U�
Cn Cn
Cn
U'I
0)
(n (n 0) 0) J J J J J 00
00
00
0
O
0
o
0
0
W
O
N � 0) 00 CD N
+ + + +
(m
+
00
+
O
+
N �
+ +
O
+
m
+
O
+
N ? O OO CD N ? O 00 o
+ + + + + + + + + +
N
+
41
+
0
+ + +
0 0 0 0 0 0 o
O
O
o
0 0
0
0
0
0 0 0 0 0 0 0 0 0 0
0
200
0
0 0 00 0 o O
L�—
O
o
0
0 0
0
o
O
O O O O O O O O O 0
0
200
PROFILEVIEW
— —
— — — — — — ---------- — — — — --- -- — — — —
4 ----------
— — — —
4 ----------
— —
— — 4 ----------
— — — — 4 ---------- — — — — 4 ---------- — — — — 4 ---------- — — —
— 4 — —
— —
HORZ: 1 " = 200'
<5% <5% <5% <5% <5% <5% <5%
<5%
<5%
<5%
<5% <5%
<5%
<5%
<5%
<5% <5% <5% <5% <5% <5% <5% <5% <5% <5%
<5%
<5
=o
VERT: 1 " = 200'
100
100
9341+55 9342+64
9340+60--,,, 160 I I 9342+70
LA
X41
9343+70
(Ci
TEMPORARYTR.OT.W�.T�;��TOF��OIL SEGREGATION AREAE 1;;p
7— EE�'
Z /�
T�
/�
J�
/
Ti T�
� /� / L
�j TPROTPO�SED
/1 /� !1 /1 .LCL 1J / 1
LA
9341+67
o L
PROPOSED PERMANENT R.O.W. PROPOSED 36" AP -2 PIPELINE
+o
m�
c'!
PROPOSED
PROPOSED PERMANENT R.O.W.
9342+991
YY 43+04
��T
W.
/PROPOSED TEMPORARY R.O.CD
CD I
I
CD
O
to CD
rn
STATIONING &
CO � 9344+04
(Nii
O
(D
CONSTRUCTION LIMITS
03
9341+96 I 9343+11
N
J N
9342+01
N
cD to
CA CA
CA
co
CA
O
W ?
N
Cn
00
' '
O 0)
N O
00
O
LL -24-076
cn 00
LL -24-076
'0
LL -24-081
LL -24-083
N LL -24-085
�I
rn
Cn
I I
I N/F
I N/F
LACY L. & BONNIE L.
LACY L. & BONNIE L.
TERRY
LARRY DEAN DEESE LIFE ESTATE &
K.M. BIGGS INC.
CUMMINGS I I
CUMMINGS
I PARCEL I.D. 3459EESE JUDLENE JACOBS REMAINDERMAN
934595410600 I I PARCEL I.D. # 934555999281
PARCEL I.D. # 935533857397
PARCEL I.D. # 935533857397
370 LF
7
PARCEL I.D. # 934585455500
1753 LF
2081 LF
1563 LF
701 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
z
NOTES:
V
9342+10
9342+40
LIMIT OF DISTURBANCE
E
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
ROUTE 72�
ROUTE 72
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
_
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
W
IN PLACE OF BSRF)9.
N
a
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
(p
W
CO
(A
CO
W
co
(A
O
CA
O (0
C-4 CA
(0
CA
CD
W
c0
(A
CD
CA
(0
C4
O
CSI
co
L4
(0
CA
(0
CA
(0
CA
O
CEJ
(0
W
c0
W
CO
CN
CO
CN
(D
CN
O
L4
O
L4
O
L4
CD
CSI
c0
CSI
Q
Lo
N
rn
pC(
.1
N
W
41
W
O)
C4
CO
4.1 I
CD N
I
?
?
O
-P,
OD
Cn
O
Cn
N
Ln
41
Cn
O
Cn
00
m
O
m
N
O
41
O
0)
O
00
J
CD
J
N
J
J
0)
J
00
00
O
00
N
OD
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
0
0
o
0
O
0
o
0
0
0 0
0 0
0
0
o
o
O
O
o
o
0
O
0
O
0
O
0
o
0
0
o
o
O
O
o
O
0
O
0
o
0
0
0
0
0
0
0
0
0
0
o
0
O
0
0
it
=o
X41
O �
O N
I�"D
STRING VIEW BAND
LEGEND
— PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
E
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
3:w+o
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
�
_
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
W
IN PLACE OF BSRF)9.
N
a
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
411111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Z v
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Q
Lo
N
rn
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
Z
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
Z
D
z
Z
n
Ld
E
U
In
0
co
0
0
P7
0
U
Z
o
O
F_
w
a
z
cn
N
>
3:w+o
Z
0
Z
Mc'
a
J O
LL1 V-)0
�
_
CCCC
Z
D
l0
z
cf)
Z
_0
W
LKMNC, INC.
C)
C>
0
l0
z
cf)
Z
_0
W
LKMNC, INC.
C)
C>
co
P7
�
U
o
O
F_
J
J
CO
z
U
Ld Z
N
>
3:w+o
Z
Z
Mc'
a
J O
LL1 V-)0
�
_
Ld
N
W
0-
N
a
m
m
N
~
a
Lb
o
a O
m
Q :m
U
O Z
U)
Z
toS2
Z
o
M
U o
Y
0
In Q
m
W
ZOf
Z v
F
U
Q
Lo
N
rn
F_
()
Z
O
U
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E186
186 OF 189

N
>
W
ry
I
0
I
0
00
I
00
I
U)
F__
W
U7
m
Y
U
Q
m
U)
Ld
U
Q
m
U
W
U)
1-1
CD
Z_
Q
ry
0
ry
V)
C7
z
a-
m
Q
I
m
ry
W
U)
I
ry
W
Q
ry
I
Q
CD
I
U
Z
Q
0
I
0')
L0
Lf')
I
O
Ln
O
0
Z
W
J
Q
U
Q
0
nts, Inc.
NOTE:
700
9386+84
PHILADELPHUS RD
9387+09
S PHILADELPHU
R
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
0
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
p
TRENCH BREAKER/PLUG
700
STATIONING SHOWN ON THE
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
9387+09
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
co
C14
(D I
�p
CO
(0
w
CD
w
(0
w
DRAWING IS BASED ON
CD
�
O
PHILADELPHUS RD
CD
-I,
CD
�
co,CD,
�
CD
-p!
co
-P!
(0
-P!
I
(D
-P!41
CD
co(D
co(D
41
CD.
SOIL TYPE
O
4
O
a
SLOPE MEASUREMENTS.
600
O .
41
9386+84 I I
PHILADELPHUS RDI I
m
m
00 I
O
I 00
CO
O
O
9419+78 I I 9420+03
WHISTLING RUFUS RD WHISTLING RUFUS RD
LD
�
to
O)
(0
00
O
O
;
O
?
O
0)
600
O
N
1
m
m
mm
N
N
0)
N
m
9419+53
w
N
w
F_
CA
O
(„ i
CO
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
+
+
500
+
+
m: to
IoW
N
N
+
+
+
CL STREAM SROH007��'
+
+
1
+
+
m�
+
+
500
+
+
+
�W
Co
�W
00 CO CO
.Z�7�
mo
-P.
m�
+
+
9419+59 ��
0
O
z41
oN
Z�
oN
0
O
�w
z(D
o�
w
zCD
o�
W,
0
O
O
O
0
0
0
0
O0)
T'o+i
OJ X00, �O
mN oo+o, o�
Dco
��'
>O
0
O
0
CD
o
O
N
RIGHT OF WAY o++,
o
0
O
0
W'
cD
��+„
O
O
��,
J.
++,
o
O
0
O
400
D�
D� 00, oN
Wim'
•�+
,U)�
��,
��
N
oN,
_�
��,
400
I� Om
��
(0T
N I N
O
O
m
Cn
c�
m
m
m
N41
I
I
°°
°°
20
20 z0
z(0
(OIi
300
w
to
w
� to to to to to to to to
w w w w w
D
�_
,
�_
�_
� � `D
41
�,
'�
4
41
-1, .
300
��I
I 00 o00
CO
OD
0)
w O O O
OD O N N + O
O
.
�
N
O
N
60 N
N
N
0)
N
W.
W
O
w
N
w
41
w
0)
w
00 .
.1 o4
+
o
+
O
+ + + + +
+ + + + + + + + + + +
o 0 0 0 0 0 0 0 o O
+
O
o�
+
+
o
+
0
+ +
0
+
0
+
CD
0+ CO.
I
+
+
O
+
o
+
0
+
0
200
0
0
O
0 0 0 0 0 0 0 0 0 0 0
Lt L—�
0
O
O
0
0
0
0 0
I
0
0
w
o
0
0
0
0
0
200
PROFILEVIEW
---- —
— ---- ----- ----- ---- ----- ----------4---------�----
N CO,
`LCn 020,
----
----
----
----- -- --- -----
----
----IL---
----
----�—�
O
-- ----
H 0 R Z : 1 " = 200'
5% <5%
<5% <5% <5% <5% <5% <5% <5% <5% <5% <5% <5%
<5%
O±
m0
<5%
<5%
<5%
<5% <5% <5%
<5%
<5%
<5%
<5%
<5%
<5%
<5%
<5
VERT: 1 " = 200'
100
CD
20
2z
100
O
w
Spm•
STRING VIEW BAND
\ 9419+94
N
N
w
00
00
Cn Cn
+
0 co 0 co w cD
I w w w w w
cD
co
co co
�
9417+44 0 \ 9420+06
9420+94
0)
+
cD
� -4
w 0
+
w 0
+ �
0
-4
0)
CA
00 00 00 (0 (0 O O
00 00 cD O Co (D
+ + + + + + +
U, PROPOSED TEMPORARY R.O.W. �
O
+
N
f +
ELI
ao \
+ I—I
L
O
T T
SEGREGATION AREA
N N
J Oo
++
0)
N w
(D O
+ +
o
O
w
+
w
(n
+
Z/�T�. 211T X11 T1 �l
Z/
��,CF1
/
N
(ITOPSOIL
N Z.
/L
con
CO
ry
93 6+5
9 86+ 2
- 9387+22 PROPOSED PERMANENT R.O.W.
STA. 9388+47 PROPOSED 36" AP -2 PIPELINE D
o
cin
v z
Cl
9386+10---93__86_+63-J9387+23
PROPOSED PERMANENT R.O.W. J00
2
6
+
U)I/
9 7 3 PROPOSED TEMPORARY R.O.W.
o
�� 4 0 60
(A
C4
w
O FAA
O
N
+ +
j
I 000 O 00
(CJI
co
O
J O \\
J O
O
O
STATIONING &
00
I I co o o -4
�
CP
-4 N
CONSTRUCTION LIMITS
1
9418+43
CD
C4
C4
CA
(DI 'm
W
co
�
±
OI
+
I-
-n +
j(p
+ -n +
+
+
N
LL -24-085 m^)
LnI
LL -24-085
Cn N
(01
LL -24-096
^'
oI
`j
N/F
IUl
N/F
IO)
N/F
K.M. BIGGS INC.
PARCEL I.D. # I
I LL -24-088 K.M. BIGGS INC.
I I
K.M. BIGGS INC.
LL -24-097
I
934555999281
N/F PARCEL I.D. # 934555999281
/
PARCEL I.D. # 934525818200
N/F
3234 LF
1692 LF
GARRET &
NICKY BOLLARD
1753 LF
DAVID MICHAEL REVELS
PARCEL I.D.
# 934514267400
PROPERTY OWNERSHIP
PARC
ROW ONLY 654 SF62600
1255
LF
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
z
9386+84
PHILADELPHUS RD
9387+09
S PHILADELPHU
R
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
0
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
p
TRENCH BREAKER/PLUG
9419+78 9420+03
WHISTLING RUFUS RD� I WHISTLING
I
RUFUS RD
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
co
C14
(D I
�p
CO
(0
w
CD
w
(0
w
(0
w
CD
�
O
CD
-I,
CD
-I,
CD
�
co,CD,
�
CD
-p!
co
-P!
(0
-P!
I
(D
-P!41
CD
co(D
co(D
41
CD.
SOIL TYPE
O
4
O
a
CULVERT AS NEEDED
O
41
O .
41
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
co
00 I
O
I 00
CO
O
O
O
N
LD
�
to
O)
(0
00
O
O
O
N
O
?
O
0)
O
00
O
N
O
I I
00
N
N
N
N
0)
N
m
w
O
w
N
w
F_
CA
O
(„ i
CO
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
0
C>
0
O
0
O
0
O
0
O
0
O
O
O
0
O
0
O
O
O
0
0
0
0
0
0
0
O
CD
O
0
O
0
CD
o
O
O
O
o
0
O
0
o
O•
o
O
O
O
O
O
o
O
0
O
m
Cn
c�
m
9419+53
20
20 z0
z(0
CL STREAM SROH007
��I
I 00 o00
o�
��
�o
I to
.1 o4
o4
�w
o�
CD
0+
I
0+ CO.
I
�+
�(D
rn'
�+
N s
9419+59 �N
RIGHT OF WAY�I l o o
w
�
��.
w
+
w,
+,
rn
`r(n
N CO,
`LCn 020,
ON
O
O
mN
O±
m0
O�
m0
WN.
p
O(D
CD
20
2z
O
po
Spm•
STRING VIEW BAND
N
N
00
00
o
�
41
m
m
C,
N
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
0
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
p
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
N
>
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
cif
N
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
IN PLACE OF BSRF)9.
0m
N
a
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
a
CULVERT AS NEEDED
41111111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
U
CULVERT/ACCESS ROAD WATERBARS
U)
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
Of
Z v
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Q
Lo
N
rn
F_
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
Z
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
Z
p
z
C>
Ld
o
0
U
DO
O
W
U
p
O
Ld0
U
z
o
O
F_
w
o_
z
cn
N
>
z
o
0
Z
Mc'
a
CC
cif
N
CC
_
Z
p
1 0
z
5.,1,..,111.!!
5 CAR
r
025 47 +,
ffL�£,4 �1l
LKMNC, INC.
C)
C>
�
o
1 0
z
5.,1,..,111.!!
5 CAR
r
025 47 +,
ffL�£,4 �1l
LKMNC, INC.
C)
C>
DO
�
U
o
O
F_
J
J
CO
z
U
Ld Z
N
>
LSI +
o
Z
Z
Mc'
a
J O
Ld V -)0W
cif
N
W
_
0-
EL—
0m
N
a
m
N
~
a
Lb
o
a O
m
Q :m
U
O Z
U)
Z
toS:2o
=
M
U o
Y
0
In
Q
m
W
Z
Of
Z v
F
U
Q
Lo
N
rn
F_
()
Z
O
U
z
_0
W
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E187
187 OF 189

N
>
W
ry
I
N
I
O
00
I
Co
00
I
F__
W
(n
m
Y
U
Q
m
(n
Ld
U
Q
m
U
W
In
C7
Z_
Q
ry
0
ry
In
C�
Z
m
Q
I
m
ry
W
U)
I
ry
W
(n
Q
ry
I
Q
I
U
Z
Q
0
I
(7')
LO
Lf')
I
O
Ln
O
0
Z
W
J
Q
U
Q
C�
nsultants, Inc.
NOTE:
z
9438+22
�
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
E
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
9470+23
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
11
TRENCH BREAKER/PLUG
9470+37
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
STATIONING SHOWN ON THE
600
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
STREAM SROH004
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
9470+239470+37
O
AT THE UPLAN D/WATERBODY BOUNDARY
w
Luo
EDGE OF
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
EDGE OF
600
DRAWING IS BASED ON
SLOPE MEASUREMENTS.
� 9438+22
STREAM SROH004
CUB
' '
I
o
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
41111111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
EDGE OF EDGE OF
INA DR INA DR
0
CULVERT/ACCESS ROAD WATERBARS
Y
0
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
INA DR
'
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
500
4� '
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
o
to
to
to
to
to
0
0
to
to
to
500
0
0•
O
to
m
to
to
0
to
to
0
0
9470+16
9470+47
41
�
m
�
00
0 �,
C 71
N
CCn
Cr
m
Cr
m
zo �
M
N
M
m
m
o
J
O
=
m
J J
� O
J
CD
COS
O
COS
N
COS
�
COS
O
OODD
CD
CSD
O
CL STREAM SROH002
m CL STREAM SROH001
+
+ +
+
+
+
+
+
+
� 00
+
+
+
400
��
+
o
o$
o
+
+ +
+
+
+
+
+
+
��
0
0
off,
0
0
0
O
0
O
0
O
oN
400
0
0
0
0
M�111
0
O
+I
�+
�0
0
O
0
0
0
0
0 0
0 0
0
0
0
0
0
0
0
0
00) no
0
0
0
0
0
Cn
0
300
oC°
CD
CA
9470+16
41 4
41
41 �
m+i!�o
_ °�; 41 �
_m
4
�
-
_m
300
W
CA
N
? ?
CD
Cn U7 5 CT O
O
O D)
�I 2 V �I J
J J
41
00
00
00
00 CD
D
(b
O
N
+
4` Q)
+ +
0o
+
O
+
O
N 4' CO) 00 O N
+ + + +
+
O 00
+ +
p O N
+ +
p) 00
+
00
O
N
+
+
O
00 O
00
+
O
O
+
O
0---
O
11— O----
O O
O
O
0----
O
O
+ +
O O O O O o
0---- O O O O
O
O
O O
O O
O O
O O
�
=0
41
+
O CD
O O
+
1---�----
O
O
+
O
O
+ +
O O
O O
200
• .Z7? .Z) N. � �
0
0, = O
+
O v
+
�+
200
�+
N
---CD
0 0
Co O p
----0 ----
----0 ---- ----- ----4----
-----
---- — — — — -----
--�----�-----+-----
— — —
— -----
.Zm
m J
m
=
-----
---
� �.
00
�
<5%
N N W
<5%
<5%
<5%
<5%
<5%
o
o
<5%
PROFILE VIEW
100
O
100
HORZ: 1 " = 200'
VERT: 1 " = 200'
0
0
CD
N
Co
Co
CD co
J
Co
9480+85
9489+77
co
$
$
TOPSOIL SEGREGATION AREA
Opo
41 �
CJD
+ + 00
00
00 00
+
o
PROPOSED TEMPORARY R.O.W.
`° \\ p
77'+
CC) J
CNn
CD
CTI
CCl
PROPOSED PERMANENJ NT R.O.W. PROPOSED 36" AP -2 PIPELINE
Cl
+
C
/
PROPOSED PERMANENT R.O.W.
1/
o
PROPOSED TEMPORARY R.O.W.
QD
�
o
o
41 41 4
00
�+
OD
+
�
w
41
41
N/
\
v NC)
o
w�v)
CA
STATIONING &
rn C'N'
rn
W W
o0)
CONSTRUCTION LIMITS
9444+79
000D0
9481+50
9489+76
41
41
41
41
LL -24-105
0
� �
LO
N
o
41
N/F
4'
�
00 cD
+
N
LL -24-097
LL -24-099
LL -24-101
± LL -24-100
STEPHANA WELL
LL _
+
LL-2� 104
+
+
cn
o
N/F
cn
N/F
c°
N/F
N/F
°)
LL -24-102 PARCEL
I.D. # 933573194900
cn
N�F103
w
C01
N F
00
o�
�) D'
LL -24-106
GARRET &
NICKY BULLARD
ROSA D. WOODS AND JAMES HEARLD LF
MICHAEL DEAN BULLARD, ET AL
MILSEY M. & RICHARD CARPENTER
N F
/
102 LF
I ELLA MAE STEEN
EARL B. CUMMINGS
I
PARCEL
I.D.
# 934514267400
I
PARCEL I.D. # 934503490100
I
PARCEL I.D. # 933593561023
PARCEL I.D. # 933594022300
I
RANDOLPH &.DARB RA ANN BOLLARD
I
PARCEL I.D. #
I
PARCEL I.D. #
I
I
CARLTON CUMMINGS
1255 LF
1284 LF
755 LF
432 LF
3 9468
933574418600
933574224800
PARCEL I.D. #
807
286 LF
241 LF
933564612900
PROPERTY OWNERSHIP
274 LF
PIPE SPECIFICATION
LEGEND
— — PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
z
9438+22
�
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
E
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
9470+23
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
11
TRENCH BREAKER/PLUG
9470+37
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
STREAM SROH004
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
w
Luo
EDGE OF
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
EDGE OF
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
o
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
41111111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
=
o
CULVERT/ACCESS ROAD WATERBARS
Y
0
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
INA DR
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
INA DR
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
o
to
to
to
to
to
0
0
to
to
to
0
0
0•
O
to
to to
to
to
0
to
to
0
0
C A
41 41
41
�
m
�
00
C"
O
C 71
N
CCn
Cr
m
Cr
m
M
O
M
N
M
m
m
M
CO
J
O
=
J
N
J J
� O
J
CD
COS
O
COS
N
COS
�
COS
O
OODD
CD
CSD
O
+
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
0
0
0 0
O o
0
0
0
O
0
O
0
O
0
O
0
O
0
0
0
0
0
O
0
O
0
0
0
0
0
O
0
0
0
0
0 0
0 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Cn
9470+16
9470+47
-
CL STREAM SROH002
CL STREAM SROH001
D
r
ZO
X00
IZcD
00
O<w
=0
41
DCO
00
• .Z7? .Z) N. � �
0
0, = O
+
O v
+
�+
�+
N
0 0
Co O p
.Zm
m J
m
=
� �.
00
�
STRING VIEW BAND
N N W
o
o
O
LEGEND
— — PROPERTY LINE – — — — — — — — – STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES
ACCESS ROAD
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE m m PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
z
�
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
E
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
0
TRENCH BREAKER/PLUG
FENCE (BSRF)
2.
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
z
USFWSCOMPOST
STREAM CROSSING WITH ENHANCED
N
>
3:a
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTR
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O
AT THE UPLAN D/WATERBODY BOUNDARY
w
Luo
ROADSIDE DITCH
7.
8.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
IN PLACE OF BSRF)9.
m
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
CUB
SOIL TYPE
o
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
m
CULVERT AS NEEDED
41111111
GENERALIZED SURFACE WATER FLOW
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
=
o
CULVERT/ACCESS ROAD WATERBARS
Y
0
SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
T r�
TURBIDITY CURTAIN PLAN VIEW
( )
O
WATERBAR OUTLET (PLAN VIEW)
12.
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
WATERBAR (PLAN VIEW)
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
F_
()
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
O
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
Z
0
z
�
z
w
n
w
E
U
U)
0
0
O
�
O
o
U
z
r
CO
z
w
N
>
3:a
o_
o
cn
z
0
�
W
=
N
w
Luo
CCCC
Z
0
1 0
z
5.,1,..,111.!!
5 CAR
025 47 +,
ffL�£,4 �1l
RO
LKMNC, INC.
C)
�
C>
w
a
�
o
1 0
z
5.,1,..,111.!!
5 CAR
025 47 +,
ffL�£,4 �1l
RO
LKMNC, INC.
C)
C>
�
U
o
C)
F_
J
J
r
CO
z
U
W Z
N
>
3:a
W +
o
Z
J O
W
�
W
=
N
w
Luo
��
m
N
~
a
Lb
o
a O
m
Q :m
U
O Z
U)
Z
toS2
=
o
M
U o
Y
0
In Q
m
W
ZOf
Z v
F
U
Q
Lo
N
rn
F_
()
Z
O
U
z
_0
W
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK N0. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D I E188
188 OF 189

a-
m m
Ld
Y
U
Q
m
/
U
W
In
C7
z
Q
Of
0
m
In
C�
z
m
Q
I
m
Ld
U)
I
w
(n
Q
ry
I
Q
C7
I
U
Z
Q
0
I
O
LO
Ln
I
O
Ln
O
0
Z
W
J
Q
U
Q
C�
nsultants, Inc.
LL- 244-1061' '''
THE MAPPING SYMBOLOGY SED TO RE ESE T THE E&S CONTROLS IN THE PLAN
CARLTON CUMMINGS VIEW ARE NOT TO SCALE S THAT THEY RE ORE VISIBLE ON THE DRAWINGS.
(PARCEL I.D. # 933564612 E&S CONTROLS MAY BE SHO OUTSIDE TH LIMIT OF DISTURBANCE (LOD)
274 LF FOR CLARITY ONLY. E&S CON OL'S .SHALL E P CED WITHIN THE LOD.
1173 LF LL -24-108
24-105 N/F P,n
RLTON CUMMINGS
/F PARCEL I.D. # 933563777700
STEPH A WELL
83 LF
PARCEL I.D. # 33573194900 WELL PI 9491+97 wpe
102
LL -24-106
F
IRON PIN N CARLTON CUMMINGS
PARCEL I.D. 2# 9356461PI 9494+94
290
10 1173 LF
:10 -IRON PIN
---------------
,•��'..•..� LL -24-110
. • i . " CARLTON CUMMINGS
LL -24-103 PARCEL I.D. # 933564612900
N/F LL -24-109 94 LF
ELLA MAE STEEN N/F
PARCEL I.D. # m WETLAND , NORTH CAROLINA NATURAL GAS
933574418600 \ m n WROH001F ' ", n PARCEL I.D. # 933564314200
286 LF _
4
awoZ IRON PIN V
IT! of
Lu
LL -24-104 i.
N/F LL -24-107
EARL B. CUMMIN N/F ti
PARCEL I.D. # WILTON DWAYNE
933574224800 CUMMINGS _ • C VALVE TE
241 LF n AR I.D. # f00s ,� 33A P MBROKE
1 cn co � d
o PEMBROKE
r &R SITE
i
ova ,
PI 950 �► ��% /° .!�;' �
�`���'�:• SCALE: 1 " = 200'
• a
. 0 . END 200' 0 200' 400'
1671 .- o 36" AP -2
F PIPEUNE
PIPE SPECIFICATION
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
9504+76
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
NOTE:
600
Ld
FENCE (BSRF)
NC RT 710
1
600
STATIONING SHOWN ON THE
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
O=9504+560
___t4j
NC RT 710
DRAWING BASED O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
NC R�
I
W
ROADSIDE DITCH
SLOPE MEASUREMENTS.
500
cn
Z
41 4
500
Ln
41
CC
cn
O
Cn
Ln
co
Ln
I
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
O N
�
m
00
Q
O
N
�I
0)
WATERBAR (PLAN VIEW)
�CD
�CD
0 0
0
0
400
0
0 +_
+
of
400
DN I
= to
1DW
=`° I
I=`0
too
300
co
12
cD
41
cD co CD > c0 ED cD cD
� 41 � 0+ Ln PD LnI
I
co
o
300
c0
O
co
N
c0 co co o
41 rn CO m 0 o O 41
+
�+
0+ I
+
0
+
0
+ + + m +
0 0 0 C:) o
+
CD
200
----
----
--- ---- --- --- --- —�L
N
CA
200
STRING VIEW BAND
<5%
<5% <5% <5% :5% <5% <5%
<5%
"
100
I�
100
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
0
0
Ln 9505+24
9505+21
TOPSOIL SEGREGATION AREA �+ ±
00
PROPOSED
6"
AP -2 PIPELINE D PROPOSED PERMANENT R.O.W. o PNJ, o D 95504+19
9 04+18
STA. 9491+97 PROPOSED PERMANENT R.O.W. 09504+15—/
9505+19jj
9504+08
OPOSED TEMPORARY R.O.W. 0
/11 L1 ��04+0*5
LD
Ln
STATIONING &CD
CA ?6�
LIMITS
95o5+osCONSTRUCTION
co CDD
�
'
LL -24-106 0
0
0
00
U,
N
w
41
N/F
Cn
±
+o
00
N rn
�
LL -24-106
CARLTON CUMMINGS N
�+
1
PARCEL I.D. # N/F 1
PARCEL
I
LL -24-110
CARLTON CUMMINGS
N/F
LL -24-108 274 LF PARCEL I.D. # I
I
CARLTON CUMMINGS
N/F 933564612900
PARCEL I.D. #
CARLTON CUMMINGS 1173 LF
933564612900
PARCEL I.D. # 933563777700
94 LF
PROPERTY OWNERSHIP
3 LF
LL- 244-1061' '''
THE MAPPING SYMBOLOGY SED TO RE ESE T THE E&S CONTROLS IN THE PLAN
CARLTON CUMMINGS VIEW ARE NOT TO SCALE S THAT THEY RE ORE VISIBLE ON THE DRAWINGS.
(PARCEL I.D. # 933564612 E&S CONTROLS MAY BE SHO OUTSIDE TH LIMIT OF DISTURBANCE (LOD)
274 LF FOR CLARITY ONLY. E&S CON OL'S .SHALL E P CED WITHIN THE LOD.
1173 LF LL -24-108
24-105 N/F P,n
RLTON CUMMINGS
/F PARCEL I.D. # 933563777700
STEPH A WELL
83 LF
PARCEL I.D. # 33573194900 WELL PI 9491+97 wpe
102
LL -24-106
F
IRON PIN N CARLTON CUMMINGS
PARCEL I.D. 2# 9356461PI 9494+94
290
10 1173 LF
:10 -IRON PIN
---------------
,•��'..•..� LL -24-110
. • i . " CARLTON CUMMINGS
LL -24-103 PARCEL I.D. # 933564612900
N/F LL -24-109 94 LF
ELLA MAE STEEN N/F
PARCEL I.D. # m WETLAND , NORTH CAROLINA NATURAL GAS
933574418600 \ m n WROH001F ' ", n PARCEL I.D. # 933564314200
286 LF _
4
awoZ IRON PIN V
IT! of
Lu
LL -24-104 i.
N/F LL -24-107
EARL B. CUMMIN N/F ti
PARCEL I.D. # WILTON DWAYNE
933574224800 CUMMINGS _ • C VALVE TE
241 LF n AR I.D. # f00s ,� 33A P MBROKE
1 cn co � d
o PEMBROKE
r &R SITE
i
ova ,
PI 950 �► ��% /° .!�;' �
�`���'�:• SCALE: 1 " = 200'
• a
. 0 . END 200' 0 200' 400'
1671 .- o 36" AP -2
F PIPEUNE
PIPE SPECIFICATION
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
W
9504+76
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
COIR LOG
U
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
Ld0
___t4j
NC RT 710
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
0_
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
0-
9504+56
NC RT 710�L
cn
Z
41 4
SOIL TYPE
Ln
41
CC
cn
O
Cn
Ln
co
Ln
I
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
O N
�
m
00
Q
O
N
�I
0)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0 0
0
0
0
0
0
0
of
INLET/OUTLET PROTECTION
<
m�D0
=`° I
I=`0
��_
�0
�0
�+
0+ I
I -n+
rCn
0)
N
CA
STRING VIEW BAND
"
I
I�
LEGEND
— PROPERTY LINE — — — — — — — — — STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL
® ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
0 UTILITY POLE
BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
W
TRENCH BREAKER/PLUG
Ld
FENCE (BSRF)
Oo
STREAM CROSSING
COIR LOG
U
qffiffiffiffiffiffiffiffiffiffiffiffiffiffiffM
O
COMPOST FILTER SOCK
Ld0
USFWS STREAM CROSSING WITH ENHANCED
O
CONTROLS (COMPOST FILTER SOCK TO BE USED-
X
ORANGE SAFETY FENCE
0_
AT THE UPLAN D/WATERBODY BOUNDARY
W
ROADSIDE DITCH
0-
IN PLACE OF BSRF)
cn
Z
CUB
SOIL TYPE
Ln
CONSTRUCTION ENTRANCE WITH DITCH
CC
CC
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
�\
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
(Tr)-
TURBIDITY CURTAIN (PLAN VIEW)
Q
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
NOTES:
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10. 'ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
\ w
a
0
Z
z
_0
LLJ
LKMNC, INC.
O
O
U -)
O
O z
O
W + o
Z U
W � �
0-
�� o
CV
z
W0
Q O
U
Jo
LU
Q m
O
Z
Of
O
U
Cr
(!
Z
O
U o
J
J
LJ
J O cif
W cn 0
N w
N0
0
m
m
H
0 O m
U Y
Q
Uo0
LLJ
Z U �
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E189
189 OF 189
Z
N
0
0
W
0_
Ld
U
In
w0
U
O
Ld0
U
Z
0_
W
0-
cn
Z
0
Ln
CC
CC
\ w
a
0
Z
z
_0
LLJ
LKMNC, INC.
O
O
U -)
O
O z
O
W + o
Z U
W � �
0-
�� o
CV
z
W0
Q O
U
Jo
LU
Q m
O
Z
Of
O
U
Cr
(!
Z
O
U o
J
J
LJ
J O cif
W cn 0
N w
N0
0
m
m
H
0 O m
U Y
Q
Uo0
LLJ
Z U �
Ln
N
Q 0-)
SCALE: AS SHOWN
DATE: 11/17/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E189
189 OF 189