20140957 Ver 2_More Info Received Part 2_20171020

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 10/20/2017 3:22:09 PM (Supplemental Submital)
Accept by Montalvo, Sheri A 10/23/2017 9:44:01 AM (NON -DOT - Existing Project)
• The task was assigned to Montalvo, Sheri A 10/20/2017 3:22 PM

Water Resources
ENVIRONMENTAL QUALITY
Staff Review:
Submittal Type: C New Project
C Pre -Application Submittal
f• More Information Response
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and do
not have the a)pectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
ID#*
12040957
Version*
2
Is this project in a CAMAAEC area?* r Yes
r No
Reviewer List:*
Select Reviewing Office:*
Jennifer Burdette:eads\jaburdette
Central Office - [phone]
Project Submittal Interim Form
submitted: 10/20/2017
Project Contact Information:
...............................................................................................................................................
Name: Cassandra Forsyth
Vft is submitting the inforrretion?
Email Address: [e-mail]
Project Information:
Existing ID #:* Existing Version:*
20140957 2
Project Name: Atlantic Coast Pipeline
Is this a public transportation project?
C Yes
r No
County (ies)
Wake

Describe the attachments:
Raleigh Package Part 2
Please upload all files that need to be submited.
20F4_RALEIGH PACKAGE_FOR_SUBMISSION.pdf 122.47MB
Only pdr files are accepted.
V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act)
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the form.
Signature:
�`�rPll�a�"r,�trZ tcfr�/

LLJ
F-
0
ry
LLI
ry
I—,
N
M
I
rn
N
rn
I
N
w
w
V)
rn
U
w
V)
D
Y
Q
m
N
z
g
U
W
N
D
N
C�
z
0-
0-
0-
It
-
0-
0 -
D_
w
V)
I
It
w
2
N
H
I
Q
I
U
z
0
O
lf')
I
O
O
0
z
W
J
LL_
0
Q
U
CaJ
NOTE:
STATIONING SHOWN ON
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS.
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
500
400
10/20/17
DRAWN:
z
1538+67
�
Ww _F � 0
in
z
o
W w
300w
o
in
00
U
w
p
cc
W
O
200z
J
J
EDGE OF SNEED
+
(7n
CU
cn
N
�
Z
Z
cc 1538+05
Z ±
w
o_
Z Z
0_
100
0
z
of
0
(n
N
o
V1
coo
z
w
rn
N
�LLI
�
0
04
w
U)o
IY
STATIONING &
10/20/17
DRAWN:
+
1538+67
�
Ww _F � 0
1537+90
��
W w
L
0
00
CONSTRUCTION LIMITS
cc
± ±
O
J
J
EDGE OF SNEED
+
CU
cn
N
O
Z
LLl
cc 1538+05
Z ±
0
Z Z
J LO
0
J O
LLI vs
of
0
W
N
RD.
coo
z
w
rn
N
w
�
04
U)o
rn
N_
rn
Ln
N
J
Ln
LA
Ln Ln
LA LA
+
Ln
LL -17-096
+
v
'�
+
CA
LL -17-097
+
�
Ln Ln
CJI CJI
LL -17-098
+
o
Ln Ln Ln Ln
m m m V
LL -17-099
+
OD
LL -17-100
+
ca
N
+
+
LL -17-101 co
0f CD
+ +
o
+
co
N/F
w
Ln
N/F
CD
N/F
uI
N F
0) CD
+ +
o N
+ +
w
N/F co
o�
ROBERT B JERNELL TRUSTEE
I
I
OLIVER EARL OVERTON II
I
OLIVER EARL OVERTON II
I
EARL G/ADKINS
I
EARL G/ADKINS
I
PATRICIA HARRIS
0 0
0 o I
C l 0
& PAULA JERNELL TRUSTEE
0 0 0
PARCEL I.D. #0401973
PARCEL I.D. #0401974
PARCEL I.D. #0400179
PARCEL I.D. #0400182
PARCEL I.D. #0401227
REVOCABLE TRUST
I
I
863 LF
I
907 LF
I
879 LF
II
409 LF
is
1306 LF
PARCEL I.D. #0401979
o
3814 LF
I
I
I
I
I
I
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
PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE
Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION
Ep TRENCH BREAKER/PLUG FENCE (BSRF)
EXTRA WORK SPACE TOPSOIL SEGREGATION AREAO COIR LOG STREAM CROSSING
USFWS STREAM CROSSING WITH ENHANCED COMPOST FILTER SOCK
CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
Ixxxx AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. O AT THE UPLAND/WATERBODY BOUNDARY ROADSIDE DITCH
IN PLACE OF BSRF)
CONSTRUCTION ENTRANCE WITH DITCH CUB SOIL TYPE
WETLAND UTILITY POLE CULVERT AS NEEDED ♦ GENERALIZED SURFACE WATER FLOW
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ACCESS ROAD WATERBARS
SURFACE WATER FLOW WITHIN ROW
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THET(+ TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). WATERBAR (PLAN VIEW)
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
10/20/17
DRAWN:
GPT
C)
DLH1
APPROVED:
1537+90
1538+25
LO
,�
LI J
O
J
J
EDGE OF SNEED
DGE OF SNEED
CU
cn
N
O
Z
LLl
Z ±
0
Z Z
J LO
0
J O
LLI vs
of
0
W
N
RD.
RD.
z
N
m
~
04
U)o
a- W
N_
Z"
N
Ln
N
Ln Ln
N N
Ln
LA
Ln Ln
LA LA
uI I
LA
II �
�
Ln
46
Ln Ln
46 46
Ln
46
Ln
CJI
Ln Ln
CJI CJI
(71 (71
CJI CJI
Ln • Ln
m m
Ln Ln Ln Ln
m m m V
Ln Ln Ln
V V V
j
+
N
+
+
0f CD
+ +
o
+
N
+ +
CD
+ I
o
II +
•
N
+
41 0)
+ +
CD
+
o
+
N
+ +
0) CD
+ +
o N
+ +
0) CD o
+ + + +
N 41 Ln
+ + +
o�
I C
0 0
0
0 0
o
o
l
C
l C 0
0
0
0 0
0 o I
C l 0
0 0 0 0
0 0 0
I
I I
is
o
M N I
N
I
(T
�+
�N
��
�V
r�N
01.4
�+
V
O+
W
0�+.
LA
��+
0D+
_
_
+
ovW
CAI
1`*
Nz0,
46vLn.
NICD
46vo
^'zcn
Ln C;
+
^'ZN
Lpv
>
STRING VIEW BAND
2
1 2
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
PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE
Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION
Ep TRENCH BREAKER/PLUG FENCE (BSRF)
EXTRA WORK SPACE TOPSOIL SEGREGATION AREAO COIR LOG STREAM CROSSING
USFWS STREAM CROSSING WITH ENHANCED COMPOST FILTER SOCK
CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
Ixxxx AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. O AT THE UPLAND/WATERBODY BOUNDARY ROADSIDE DITCH
IN PLACE OF BSRF)
CONSTRUCTION ENTRANCE WITH DITCH CUB SOIL TYPE
WETLAND UTILITY POLE CULVERT AS NEEDED ♦ GENERALIZED SURFACE WATER FLOW
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ACCESS ROAD WATERBARS
SURFACE WATER FLOW WITHIN ROW
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THET(+ TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). WATERBAR (PLAN VIEW)
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
10/20/17
DRAWN:
GPT
C)
DLH1
APPROVED:
NET
LO
,�
LI J
O
J
J
o
CU
cn
N
O
Z
LLl
Z ±
0
Z Z
J LO
0
J O
LLI vs
of
0
W
N
LLQ
Lg
z
N
m
~
04
U)o
a- W
=)Q
O
m
Q
Z
o
—
UI
�
U o
Q
o
M _j
a=
F- O�
z
o
ZU3
j
a
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT NOJDASH NO.
C140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E036
36 OF 189

LIJ
F-
0
ry
W
ry
N
M
I
rn
N
rn
M
I
M
N
w
w
V)
rn
U
w
V)
D-
D
Y
Q
m
PROPERTY OWNERSHIP
D
N
C�
Z
0-
0-
0-
It
-
0-
D -
D_
w
V)
I
It
w
2
N
H
I
Q
I
U
Z
Q
I
O
M
LC)
I
O
O
0
Z
W
J
LL_
0
Q
U
CQ�
PIPE SPECIFICATION
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
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
NOTES:
z
rL
E037
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
1610+25 EDGE
O
Z
1610+52 EDGE
v
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
— — PROPERTY LINE - —
— — — — —
— - STORM SEWER
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
I
o
STREAM CROSSING
w
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.
X X FENCE
OF ROUTE 481
N
OF ROUTE 481
Z
Q
o
COMPOST FILTER SOCK
O
�O
-
N_
\
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
Ld
a
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
x
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
Z
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
cn cn
V V
cn
V
TYPE
cn
OD
cn
OD
cn
OD
cn
OD
cn
OD
cn
w
cn
w
cn
w
cn
w
cn
w
rn
O
rn
O
rn
O
rn
O
rn
O
rn I
—
I I
rn m
m
m
m
N
rn
N
rn
N
rn
N
rn rn
N N
CULVERT/ACCESS ROAD WATERBARS,J\
Ln rn
+ +
OD
+
o
O
+
N
+
�
+
rn
+
OD
+
O
o +
N
+
+
WATERBAR OUTLET (PLAN VIEW)
m
+
OD
+
O
+
N
+
�
+
m
+
OD
+
O
+III
N
+ +
rn
+
OD
+
O
+
N
+
�
+
m
+
OD to
+ +
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0 0
0
=
o
o
l C
o
= 0
0
0
o I I
I o
0
0
0
0
0
0
INLET/OUTLET PROTECTION
o 0
o I
l C
0
0
0
0
0 0
I
X
l
I
I
I
I
I
I
I
0
I
I
I
I
I
I
I
I
I
I
I
I
I
I I
I
I
I
I
I
I
I
Iz�
ol:
�'
o
xX
�,
Iz�
0�
Iz—
__�
z5
OD
o=�
��
z�l�
��I I
��
Iloo
�I
CD
D+
+.
_eco
D+
Z�
I
o�.��.
o�
�L+
oo
�O I
�O+i
��
�+
o�
0,
_+
��
_+
�U,
Npp.
N
+++.
�,�,
_� N�
=U,
�� I
II �
=OD
�+
=V
r-
QOD
0v
=
mW
X n�
5m 2�
Q�
D
D
O�
=0
STRING VIEW BAND
I
"
m
o CD
I I
�
I
I
I
N
TI
�l
W
TI N
l'I
N
N
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
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
NOTES:
z
rL
E037
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
Z
W
v
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
— — PROPERTY LINE - —
— — — — —
— - STORM SEWER
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
I
o
STREAM CROSSING
w
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.
X X FENCE
—
UI
N
/
Z
Q
o
COMPOST FILTER SOCK
O
�O
-
N_
\
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
Ld
a
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
Z
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
n
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
04
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
z
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
C)
Z
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
N
z
rL
E037
W
OF 189
�
w
O
U
O
Z
W
N
U
p
Z Z
J O
C7
LO
W
0
W
0
W
p
N
U
z
V/
Z
NN
w
7
L
w
O
O
CL
o
—
UI
N
/
Z
Q
o
)
V �
O
�O
-
N_
\
ail
j
Ld
a
11,
L f—
Q
(L
N
Z
0
Y
0
U
Z
3
p
n
04
o
0
o
z
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
N
DRAWING NO.
D
E037
co
OF 189
O
J
J
o
cn
O
Z
CU
LTJ
N
Z0
Z Z
J O
of
LO
W
0
W vs
N
0
W
N
z
~
m
NN
U)o
a-
=)Q
O
m
Q
Z
o
—
UI
�
U o
Q
o
M _j
a=
�O
-
Z
O
g0�
j
a
11,
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E037
37
OF 189

c�
0
Lii
F-
0
W
N
M
I
rn
N
0)
M
I
M
W
w
N
o)
U
W
V)
D-
Y
Q
m
2
N
z
0-
1-11rn
U
W
V)
c�
z
3
D
N
C�
z
0-
0-
Q
I
D-
D-
W
V)
I
IrfW
2
N
Q
H
I
Q
I
U
z
Q
I
O
LO
Ln
I
O
O
0
z
W
J
LL_
0
Q
U
CQ�
PROPERTY OWNERSHIP
WOO
JAL
oom
woo oom
/
If
-112 ��` i��� � �\ \\ //
00
_ _�
All
` - I
' \
-
1081 / N
08\
.1
i
PIPE SPECIFICATION
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.
rn rn
N W
rn
W
rn
W
rn
W
�
rn
W
rn
?
m
?
rn
?
rn
?
rn
?
rn
LA
rn
LA
rn
LA
rn
LA
rn
LA
rn
m
rn
m
m
C•)
m
C•)
m
C•)
m
V
m
V
m
V
m
V
BELTED SILT RETENTION
m
V
m
00
rn rn
00 w
— — — — —
— - STORM SEWER
c0 O
+ +
N
+
+
m
+
00
+
O
+
N
+
+
rn
+
00
+
O
+
N
+
+
rn
+
00
+
O
+
N
+
+
rn
+
00
+
O
+
N
+
+
rn
+
00
+
O
+
N W
+ +
04
0
o
0 0
0
0
o
I
o
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
ORANGE SAFETY FENCE
0
0
0 t o
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
N
�m-4
N
O Cw
O
DC)
��r7CD
D N
K+.
V
+
_
+
(/)
(T
N N.
Z
z
STRING VIEW BAND
O
N
CA
O
N
m
G7
O
U
G7
O
m
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
DRAWN:
V /'
FNO_
�
z
rL
NOTES:
w
o_
�
w
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
J
J
LEGEND
O
ail
w V
LLl
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
— — PROPERTY LINE - —
— — — — —
— - STORM SEWER
LL.
1p
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.
04
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE
Z
3
TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
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.
X X FENCE
n
Q
o
Z
O
04
0
o
COMPOST FILTER SOCK
j
o
z
,ill llilll,,,,
CAo
C) SRH'/
Of
UONTRSFWS STREAM CROSSING WITH ENHANCED
02'94
N
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
z
DRAWN:
V /'
FNO_
�
z
rL
W
w
o_
�
w
O
U
W
U
p
0
Z
DRAWN:
V /'
M
�
APPROVED:
Z
Go
w
o_
D
0
38
N
z
/ )
V �
O
~
O
N_
J
J
\
O
ail
w V
LLl
LJJ
Z
0
ft�J
Z z
O
of
L.f
J
W
C]
LLl Us
N
0
LLI
LL.
a
o
0
Y
~
m
04
U
[1- LTJ
Z
3
Q O
�
m
Q
Z
o
p
a CD
PO
�
n
Q
o
Z
O
04
0
o
j
o
z
,ill llilll,,,,
CAo
C) SRH'/
Of
02'94
N
-
7��1111f
Z
!1147\
0
10/20/17
DRAWN:
GPT
M
DLH1
APPROVED:
NET
Go
DRAWING NO.
D
E038
38
OF 189
O
~
J
J
o
N
O
Z
w V
LLl
Z
0
ft�J
Z z
O
Of
J
W
U
LLl Us
N
0
LLI
LL.
N
o
zEn
~
m
04
[1- LTJ
=)
Q O
�
m
Q
Z
o
—
UI
a CD
PO
�
00
Q
o
Z
O
j
a
Of
N
Z
O
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E038
38
OF 189

c�
0
w
F-
0
0_
W
o-
N
M
TTI
VI
N
0)
I
I
W
w
V)
U
w
V)
D-
Y
Q
m
D
N
C�
z
0-
0-
0-
It
-
0-
D -
D_
w
V)
I
It
w
2
N
Q
I
Q
I
U
z
Q
I
O
lf')
Lf')
I
O
O
O
z
W
J
LL_
0
Q
U
CQ�
NOTE:
STATIONING SHOWN ON
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS.
PROFILE VIEW
HORZ: 1 77 = 2007
VERT: 1 99= 200
-� o
to o
to t00 �'� 0 0 0 J -
A -4 \f \ O ,1 41N N p
00
STATIONING &EffTOPSOIL SEGREGATION AREA N C" 1sss+55 w CA N NCID00
CONSTRUCTION LIMITS 1698+87 \ \ 1699+674'
w
'�i
O � m la'DD m to
a+D LL -17-107 +o LL -17-108 v �+ rn _Ln v v
O N/F rn N/F m _ LL N 7F108 Na w LL -17-109 LL -17-110 rn
FORK FARM LLC I ROBERT C. SR. & I I ROBERT C. SR. & I I SYLVAN HILL FARMS INC. N/F
PARCEL I.D. #0100304 CLINTON R. CLARY JR. CLINTON R. CLARY JR. LEONARD WAYNE EDWARDS
5326 LF I PARCEL I.D. #0100309 I I PARCEL I.D. #0100309 I PARCEL I.D. #0104022 PARCEL I.D. #0106977
I 372 LF I I 1588 LF I I 221 LF 2303 LF
PROPERTY OWNERSHIP
woo V_
pw
I
EXISTING ROAD \ ` — X136 '`�A\ \'`��` \,w \'?� - - J / �� i X118 / i�16 tth%1.. 1 r.I 1 �•, = h
/ Al / MINOR UPGRADE \ \
JR X,
/
ell 1-01
/ / I j' la,a,eq' \ \ \ \ \ \ �, r / / /
/ / / I / �' / \ \ \ \ ♦ / / r 1
- / o / 1 / � f I IIII � �\\ �'.,/\�\, ` \\ \ � q ♦ - / / / /J - -- _ __\\ �- <<1 •/ \• ` \ .
-
.:_- 1
- -—
- - ter' �_ , - - - .. �...;:; a _ \ \ 1 , I • /�', _ Ir
kv\ I I i i Y \ \ / /.� / / / \ \ \ \ \
\ /
1 j � � � - t .. -152 1 ,. ' 1 \ 1 I I I I i - \ \ / / - //// , �.�,•�,`� \\ ' \��\
/ / I \ \ ► :. _ � , � � « « - _ _ III` IIII �J � - / / / / � � / / ♦ \ \��'�'� � \
/ r / - � I I / Jam'' / / - _ \ \ - - «7 I I 1 I. I � I I • " 1 X71 , FF \ - / / \ - - - / //"/ ♦ �7o\ 6: \ \ \
\ / ♦IIII //// \ \ \ \
/ / 1100,
/ / , \ \ / EXISTING ROAD
/ / / % / / 1 // i\ \ ♦\ \ \
J /' / / / i / / / /' / / / ' \ 1 I / / / MINOR UPGRADE
11 �\ \
Ile
''"A AN \
Ile I
PIPE SPECIFICATION
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
© 2017
GAI Consultants, Inc.
1698+30 EDGE OF
DRAWING NO.
D
E039
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
0
~
J
J
o
N
Q
TEMPORARY WATERBAR/SLOPE BREAKER
600
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
t697+95'EDGE' OP.
'I I'
:1898+3fl EDGE: OP
1p
TRENCH BREAKER/PLUG
BELLAMY LAKE ROAD
.......
I I BELLAMY LAKE ROAD
�.
UNDERGROUND ELECTRIC
~�
EXTRA WORK SPACE
NN
TOPSOIL SEGREGATION AREA
O
STREAM CROSSING
CLW
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
QZ
600
_
UIQ
co
BELLAMY L. ROAD. '
.
B LLAMY LA E .ROA
rn rn
OD t0
rn
t0
rn
t0
rn
t00
I
v
O
v
O
v
O
v
O
v
O
v v
—
v v
v v
N
v
N
v
N
v
N
v
N
v
w
v
w
500
v
w
v
w Lw
:�, o
SAN
CA �
+ +
0 0
Of
+
0
CD O
+ +
0 0
N
+
0
+
0
CD
+
o
rr
V
YTl
v
N
+
0
�
+
0
m
+
0 l
OD
+
o
O N
+ +
o I o
O)
+ +
0 0
rr
Clh
41
+
0
O)
+
0
CD
+
0
O
+
o I
500
N
+
41
+
CD
:V.V:'
1 m
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
u''A.:
:4 o :
I�
v
-� .
O yj
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
• v V'
.w
�7
:D .w:
_
V'•
4 w•
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
OS
•O OD
D
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
• I:
I
I
o
�o
V)
I
+..
I
M
0�
�to
�. +.
{ +
n O
M
I
I
I
I
I I
I
Ip I
�o
m�
uv
I I
T. I�
1 :N. +:
�I
+..
I
I�
I
3E
400
I
•1
.1. :I
:1
0 m
J�+�
o+
I
O
'o:
Gn :
z�
vo
zJ
v�
�En
C)
: G�
�.
'.g.'
ZJ
vw
j
400
Z-4
vw
m
N
t0 �I•I:
. t0
C)
;0
_
•
��
_
I I I ��
�O
�O
I
o .
c�.
O'
2J
N+p
N
2p
En
+.
in
N
JD
o
:0:
'O
2w
Ln
2+
t0
M(n
N
+700
300
-w.
:g. �.
,� .
'
.f.
I
I
a l
I
300
00
:Cp:
�. • I • :(p: tP
V.
.
v
. .
I
o
:
m
m
m
O
O
O
:O:'
'00' 'O'
: N : '.
N'
W'
O:O:
O
O
O
:+:
•OZOOO
O.
'v
+�
:
•O+•
�:
ZOOO
_
_ T r —�
I'
:O:
O
:O:
: O:
O
�O�
O
O
100
C5% <590
—
�,
__ .'
100
<5%
0
O
1697+16
1697+42 1698+16
STA.
1708+55
L11 Deo
W
1698+28Ito o
O1
a
N 0
1711+1
D PROPOSED TEMPORARY R.O.W. N
o+N,
o
0)
m m
—
—
rn PROPOSED PERMANENT R.O.W.
"
c�
PROPOSED
PO—SED 36"
AP -2
PI—PELI—NE
A
w PROPOSED PERMANENT R.O.W.
PROPOSED TEMPORARY R.O.W.'
J
J
-� o
to o
to t00 �'� 0 0 0 J -
A -4 \f \ O ,1 41N N p
00
STATIONING &EffTOPSOIL SEGREGATION AREA N C" 1sss+55 w CA N NCID00
CONSTRUCTION LIMITS 1698+87 \ \ 1699+674'
w
'�i
O � m la'DD m to
a+D LL -17-107 +o LL -17-108 v �+ rn _Ln v v
O N/F rn N/F m _ LL N 7F108 Na w LL -17-109 LL -17-110 rn
FORK FARM LLC I ROBERT C. SR. & I I ROBERT C. SR. & I I SYLVAN HILL FARMS INC. N/F
PARCEL I.D. #0100304 CLINTON R. CLARY JR. CLINTON R. CLARY JR. LEONARD WAYNE EDWARDS
5326 LF I PARCEL I.D. #0100309 I I PARCEL I.D. #0100309 I PARCEL I.D. #0104022 PARCEL I.D. #0106977
I 372 LF I I 1588 LF I I 221 LF 2303 LF
PROPERTY OWNERSHIP
woo V_
pw
I
EXISTING ROAD \ ` — X136 '`�A\ \'`��` \,w \'?� - - J / �� i X118 / i�16 tth%1.. 1 r.I 1 �•, = h
/ Al / MINOR UPGRADE \ \
JR X,
/
ell 1-01
/ / I j' la,a,eq' \ \ \ \ \ \ �, r / / /
/ / / I / �' / \ \ \ \ ♦ / / r 1
- / o / 1 / � f I IIII � �\\ �'.,/\�\, ` \\ \ � q ♦ - / / / /J - -- _ __\\ �- <<1 •/ \• ` \ .
-
.:_- 1
- -—
- - ter' �_ , - - - .. �...;:; a _ \ \ 1 , I • /�', _ Ir
kv\ I I i i Y \ \ / /.� / / / \ \ \ \ \
\ /
1 j � � � - t .. -152 1 ,. ' 1 \ 1 I I I I i - \ \ / / - //// , �.�,•�,`� \\ ' \��\
/ / I \ \ ► :. _ � , � � « « - _ _ III` IIII �J � - / / / / � � / / ♦ \ \��'�'� � \
/ r / - � I I / Jam'' / / - _ \ \ - - «7 I I 1 I. I � I I • " 1 X71 , FF \ - / / \ - - - / //"/ ♦ �7o\ 6: \ \ \
\ / ♦IIII //// \ \ \ \
/ / 1100,
/ / , \ \ / EXISTING ROAD
/ / / % / / 1 // i\ \ ♦\ \ \
J /' / / / i / / / /' / / / ' \ 1 I / / / MINOR UPGRADE
11 �\ \
Ile
''"A AN \
Ile I
PIPE SPECIFICATION
LEGEND
PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
1697+95 EDGE OF
NOTES:
1698+30 EDGE OF
DRAWING NO.
D
E039
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
0
~
J
J
o
N
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
- — — — — — —
— - STORM SEWER
J00
W
1p
TRENCH BREAKER/PLUG
BELLAMY LAKE ROAD
2.
I I BELLAMY LAKE ROAD
E
UNDERGROUND ELECTRIC
~�
EXTRA WORK SPACE
NN
TOPSOIL SEGREGATION AREA
O
STREAM CROSSING
CLW
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
QZ
O
0
_
UIQ
co
USTREAM CROSSING WITH ENHANCED
rn rn
O OD
rn
OD
rn rn
OD t0
rn
t0
rn
t0
rn
t00
I
v
O
v
O
v
O
v
O
v
O
v v
—
v v
v v
N
v
N
v
N
v
N
v
N
v
w
v
w
v
w
v
w Lw
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
SAN
CA �
+ +
0 0
Of
+
0
CD O
+ +
0 0
N
+
0
+
0
CD
+
o
I
O
I I +
o
N
+
0
�
+
0
m
+
0 l
OD
+
o
O N
+ +
o I o
O)
+ +
0 0
OD O
+ +
0 0
N
+
0
41
+
0
O)
+
0
CD
+
0
O
+
o I
N
+
41
+
CD
m
+ +
CD
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
I I
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
I
I
o
�o
V)
I
I
I
M
0�
�to
I
M
I I ��
��
I
I
I
I
I
I I
I
Ip I
�o
m�
uv
I I
I
I
I
I
I
I�
I
3E
I
I
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
0 m
J�+�
o+
I
I I I o+
z�
vo
zJ
v�
�En
C)
ZJ
vw
j
Z-4
vw
C)
;0
��
I
I I I ��
�O
�O
I
O'
2J
N+p
N
2p
in
N
JD
-
2w
Ln
2+
t0
M(n
N
+700
_10II,
O
STRING VIEW BAND
I
I
a l
I
v
I I
o
m
m
m
LEGEND
PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
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.
T
z
w
O
U
O
w
U
z
W
CL
cn
z
O
in
0
0
,tttl n 11IIrrr
SRH'
:Q
X0294
• p :20 -
7��1111f !1147\
0
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NOTES:
r�
DRAWING NO.
D
E039
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
0
~
J
J
o
N
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
- — — — — — —
— - STORM SEWER
J00
W
1p
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.
E
UNDERGROUND ELECTRIC
~�
EXTRA WORK SPACE
NN
TOPSOIL SEGREGATION AREA
O
STREAM CROSSING
CLW
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
QZ
O
0
_
UIQ
co
USTREAM CROSSING WITH ENHANCED
COMPOST FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W
WATER LINE
Z��
PROPOSED TEMPORARY R.O.W.
O
CONTROLS
OLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
ROADSIDE DITCH
8.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
SAN
SANITARY SEWER
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
EDGE OF GRAVEL
WETLAND (�{ 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
T
z
w
O
U
O
w
U
z
W
CL
cn
z
O
in
0
0
,tttl n 11IIrrr
SRH'
:Q
X0294
• p :20 -
7��1111f !1147\
0
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
r�
DRAWING NO.
D
E039
39
OF 189
0
~
J
J
o
N
0
Z
w V
W
Z M
0
Z z
0
Of
J00
W
W vi
Na_
0
ftz
N
~�
m
NN
U
o
CLW
�
QO
O
m
QZ
O
0
_
UIQ
co
00
Uo�
a=
z
0
Z��
j
Q
01
N
z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E039
39
OF 189

LIJ
F-
0
ry
W
ry
I—,
cD
M
I
M
M
M
I
0
N
w
w
V)
rn
U
w
V)
D-
D
Y
Q
m
D
N
C�
z
0-
0-
0-
It
-
0-
D -
D_
w
V)
I
It
w
2
N
Q
H
I
Q
C�
I
U
z
Q
c�
I
O
LO
Ln
I
O
O
0
Z
W
J
LL_
0
Q
U
Cad
PIPE SPECIFICATION
1782+50 1782+83 1785+48
EDGE OF EDGE OF CL STREAM SNAGO02F
x x RT 48/RT 4 RT 48/RT 4 .
LA II I I 00
CA a � � M 00 a cn cn M cn a rn rn rn rn a � � 4m co ao ao ao ao ao a co
co N W N W N CO N CO N � CO
0 0 0 0 0 0 0 0 0 0 0 0 = 0 0 0 0 0 0 0 0 0 0 o I I o I I l 0 0 0 0
x x
III -
0 Cn
o
�o
��� � o=�1 1=�
1739+5� 1740+65 0+ _ -4 m OD N I I G1 ao
00
EDGE OF EDGE OF Dm� v+ n+ I n+ I -q+ �+ *+ �+
FISHING CREEK FISHING CREEK ' N PTI N m N I I I I o z z 1787+12 PROPOSED
t o N x cn x D I I D °i o o' o ACCESS ROAD
SNAGO01 SNAGO01 I 18-001.AR2
STRING VIEW BAND o o 0
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
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
NOTES:
z
rL
E040
W
a
Z
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
0
a
O
LEGEND
W +
U
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE — —
— — — — —
— — STORM SEWER
F Q
1p
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
Voo
N
MZ
/
Z
COMPOST FILTER SOCK
O
gU�
N_
_
\
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
Ld
Q
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
n
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
04
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
z
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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
Z
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
C"
z
rL
E040
W
a
Z
U
J
J
�
w
0
a
O
U
W +
U
W
U
p
J O
W v)
C7
CL
o
W
0
F Q
p
N
o
U
z
m
V/
Z
W
ov
w
m
7
L
w
U Z
O
CL
Voo
N
MZ
/
Z
)
V �
O
gU�
N_
_
\
ail
Ld
Q
H
L f—
N
Q
a
Z
0
Y
0
U
Z
3
p
n
04
o
0
o
z
O
O
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
C"
DRAWING NO.
D
E040
O
a
Z
U
J
J
o
M
cD
O
O
0
a
�U
L Z
N
W +
U
Z Z
J
F
Of
J O
W v)
Of
a-
CL
o
0-2
0
F Q
w
N
o
(n
N
z
m
H
�
m
o
W
ov
0 O
m
Zz
2
U Z
>+
coJ
Voo
MZ
Z\=
O
L
J
gU�
U
_
N
�
Q
H
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E040
40
OF 189

LLJ
F-
0
ry
W
ry
I—,
cD
M
I
I
0
I
W
w
V)
rn
U
W
V)
D-
D
Y
Q
m
D
N
C�
Z
0-
0-
0-
It
-
0-
D-
D-
w
V)
I
It
w
_
N
Q
I
Q
I
U
Z
Q
I
O
lf')
LC)
I
O
O
0
Z
W
J
L�
0
Q
U
Cad
NOTE: 6
STATIONING SHOWN ON
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS.
5
PROFILE VIEW
HORZ: 1 77 = 2007
VERT: 1 99= 200
/ N I + + N 0 +
N O rn + +
LTI (0:) -4 PROPOSED TEMPORARY R.O.W.
o (AI
cn ww y °D
i TT1
17
V V D OD OD 00 m PROPOSED PERMANENT R.O.W. PROPOSED 36" AP -2 PIPELINE o
OA RA
Cn ICA
D • N
�� �N �w CA �a OW PROPOSED PERMANENT R.O.W. n ®o
PROPOSED TEMPORARY R.co '000O.W.
V V
± ± + ++ I ++ + J + + D D D
+W OD O
Co 0 C �+.OD O
+ +
cr �� c
O+ TOPSOIL SEGREGATION AREA +
STATIONING & W
OD N CD
1803+1so3+ssCONSTRUCTION LIMITS 1803 ON
1804+04
60 6D 6D 6D
+ + + LL -18-005 + +
too LL -18-004 N N/F o LL -18-003 N
N/F I I GENE & SARAH I M. L. H. J. LLC
O.J. SMITH FARMS INC. SMITH TRUSTEE
PARCEL I.D. #021295 LL -18-003 I I PARCEL I.D. #023011 I PARCEL LF21903
1425 LF N/F 338 LF
M.L.H.J. LLC I I
PARCEL I.D. # 305157
PROPERTY OWNERSHIP ROW ONLY 2163 SF
PIPE SPECIFICATION
z
DRAWN:
GPT
O
DLH1
inO
1803+36
NOTES:
z
D
E041
W
�
PERMANENT WATERBAR/SLOPE BREAKER
©
2017 GAI Consultants, Inc.
LEGEND
O
O
J
J
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
— — PROPERTY LINE — —
— — — — —
— — STORM SEWER
LLJ +
EDGE
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.
Of
..
.
. i 803+ 6
..
... .. ....
STREAM CROSSING
.. ...
COIR LOG
... ...
.
X X FENCE
�Am
cn
04
—
z
o
COMPOST FILTER SOCK
O
a O
SWIFT CREE
N_
C)
O Z
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
LL I
600
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
I: EDGE
SWIFT CRREF
ORANGE SAFETY FENCE
�.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
m co
co
co
co
o
AT THE UPLAND/WATERBODY BOUNDARY
SCHOOL RD I I
o6'0
co
0
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
co
0
co co co co co co
N
.
co
N
co
N
co
N
co
W
co
W
co
W
co
W
co
W
co
�
co
�
co C0
�
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
N
+ +
+
+
00
+
.SCHOOL: RD:
I I
_ '
F6
+
�
AS NEEDED
OD
+
o N � 0) OD o
+ + + + + +
N
+
�
+
0)
+
o
+
N
+
�
+
M
+
OD
+
o
+
N
+
� Ln
+ +
ACCESS ROAD
— — —
0 0
0 0
0
0
0
0
500•
0
o
WATERBAR OUTLET (PLAN VIEW)
'vD' cc0n
0
o
co..•
oD'•
18+7
0
0
OD+co
ob
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0
SWIFT CREE
•c�'0 •I:'
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
z
I
I� o•:
�.J: EDGE'
'NSWIFT'CRE£
-D1 •o
. W
+D
z+
I
'�+
zz
I
SCHOOL RD
O
pOD
�
'
'oSCHOOL. RD
�'
.
D.
400
Is-,
O
I ZOD
oO
.'O'
0
.O
':
U�
��I
w0
ODIZ0
va L4 I
C)L4p�
W U
vo
lvgD
V.:
. . 7 .
�
:�
:W' I
O:.
'
.
. . .
.; 7. .
. . . .
. . .
. . . . . . . .
. . . . . .
. . . . . . . . .
. . . ..
+•
.m+
�+
I
•ZO+i
. . . . .
.I
_
_•
_
y(A
0
Dv
0
j
Z�
��
DN.=p
=�
•�
•j
•j
•j
•j
•j
•j
•j
•j
•j
•j
•j
•j
•j
• • •
•j
•j
•�
W
300
W II
o
0
o�
:C4
N
:c4
:cLZ
p
OD
p
D
NJ.
. .
. .OD .
. . . . . :p
:N
:�
:ai
00
.p
.N
.�
.rn
.00
.p
.N
.�
.rn
.00
p
.'
.'
.�
I :Q
:Q
:Q
O
Q
• o
O
•
Q
Q
Q
Q
Q
Q
p
O
:
:op•
200
_
— —
�5l
�
<
�'
t5�
<5%
�
. .
X
.t15
100
1803+68
v
to
1803+74
N
W (0
to
O
+
0
W
+
0
O
to
O
00
O
60'
o
00
46 O
O
CD
Oto
Oi
O
/ N I + + N 0 +
N O rn + +
LTI (0:) -4 PROPOSED TEMPORARY R.O.W.
o (AI
cn ww y °D
i TT1
17
V V D OD OD 00 m PROPOSED PERMANENT R.O.W. PROPOSED 36" AP -2 PIPELINE o
OA RA
Cn ICA
D • N
�� �N �w CA �a OW PROPOSED PERMANENT R.O.W. n ®o
PROPOSED TEMPORARY R.co '000O.W.
V V
± ± + ++ I ++ + J + + D D D
+W OD O
Co 0 C �+.OD O
+ +
cr �� c
O+ TOPSOIL SEGREGATION AREA +
STATIONING & W
OD N CD
1803+1so3+ssCONSTRUCTION LIMITS 1803 ON
1804+04
60 6D 6D 6D
+ + + LL -18-005 + +
too LL -18-004 N N/F o LL -18-003 N
N/F I I GENE & SARAH I M. L. H. J. LLC
O.J. SMITH FARMS INC. SMITH TRUSTEE
PARCEL I.D. #021295 LL -18-003 I I PARCEL I.D. #023011 I PARCEL LF21903
1425 LF N/F 338 LF
M.L.H.J. LLC I I
PARCEL I.D. # 305157
PROPERTY OWNERSHIP ROW ONLY 2163 SF
PIPE SPECIFICATION
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
DRAWN:
GPT
O
DLH1
inO
1803+36
NOTES:
z
D
E041
W
�
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
LEGEND
O
O
J
J
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
— — PROPERTY LINE — —
— — — — —
— — STORM SEWER
LLJ +
EDGE
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.
Of
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
W
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
X X FENCE
�Am
cn
04
—
z
o
COMPOST FILTER SOCK
O
a O
SWIFT CREE
N_
C)
O Z
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
LL I
o
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
m co
co
co
co
o
AT THE UPLAND/WATERBODY BOUNDARY
SCHOOL RD I I
o6'0
co
0
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
co
0
co co co co co co
N
co
N
co
N
co
N
co
N
co
W
co
W
co
W
co
W
co
W
co
�
co
�
co C0
�
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
N
+ +
+
+
00
+
0
+
1803+57-<
F6
+
M
+
AS NEEDED
OD
+
o N � 0) OD o
+ + + + + +
N
+
�
+
0)
+
OD
+
o
+
N
+
�
+
M
+
OD
+
o
+
N
+
� Ln
+ +
ACCESS ROAD
— — —
0 0
0 0
0
0
0
0
0
0
0
o
WATERBAR OUTLET (PLAN VIEW)
EDGE
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
SWIFT CREE
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
SCHOOL RD
0
I��
Is-,
I ZOD
U�
��I
w0
ODIZ0
va L4 I
C)L4p�
W U
vo
+.
*+
+•
.m+
�+
I
•ZO+i
•ZOO
y(A
0
Dv
0
eco
Z�
��
y� DSII
DN.=p
=�
STRING VIEW BAND
N
N
W
O
W II
o
0
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
DRAWN:
GPT
O
DLH1
inO
NET
NOTES:
z
D
E041
W
�
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
LEGEND
O
O
J
J
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
— — PROPERTY LINE — —
— — — — —
— — STORM SEWER
LLJ +
1p
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.
Of
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
W
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
X X FENCE
�Am
cn
04
—
z
o
COMPOST FILTER SOCK
O
a O
—
N_
C)
O Z
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
LL I
o
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
U,
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
0
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
04
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
O
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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
z
DRAWN:
GPT
O
DLH1
inO
NET
GROUP ID
z
D
E041
W
�
W
U
in
O
O
J
J
o
U
p
CU
W
O
¢
Ld Z
LLJ +
0
Z Z
L)
aLd
,^
v '
Of
W0
L
LLQ
Z
W
o
CL
:z
�Am
cn
04
—
z
o
W
O
a O
—
N_
C)
O Z
ail
Z
co cj
LL I
o
Y
0
Maz
Rpt_
cy_
Z
O
0
g0�
a
j
aCq
U,
0
Y
N
U
z
0
0
04
o
O
z
O
10/20/17
DRAWN:
GPT
O
DLH1
APPROVED:
NET
GROUP ID
DRAWING NO.
D
E041
LO
VM
OF 189
W
O
J
J
o
CU
cD
N
O
¢
Ld Z
LLJ +
J
Z Z
Zoo
J
aLd
J0Of
v)
Of
W0
a- N
LLQ
:z
�Am
04
U)
o
W
Z
a O
m
Q
C)
O Z
U)
Z
co cj
U
=U
o
Y
0
Maz
Rpt_
Z
O
g0�
j
aCq
U,
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E041
41
OF 189

L(J
F-
0
ry
W
ry
I—,
(D
M
I
I
0
I
W
w
V)
rn
U
W
V)
D-
D
Y
Q
m
D
N
C�
Z
0-
0-
0-
It
-
0-
0 -
D_
w
N
I
It
w
2
N
Q
H
I
Q
C�
I
U
Z
Q
I
O
LO
Ln
I
O
O
0
Z
W
J
LL_
0
Q
U
Cad
NOTE:
STATIONING SHOWN ON
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS.
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
CID14 N Z2T�- 2TZT1 o 11 T1 T1 T� �T� o o + + 14y 7 L4 - +(p +PROPOSED TEMPORARY R.O.W. aj j
Zo
T T T 44
T
- 188� `94+2PROPOSED PERMANENT R.O.W. PROPOSED 36AP-2 PIPELINE c 0)„ D
T
o n A(A PROPOSED PERMANENT R.O.W. to
Ln 1894+7-8 195+34
o PROPOSED TEMPORARY R.O.W. OD 00 00 O ,1894+83 895+44
T-�w
w W 00 OD1895+1894+91 53
ha
0) a4 -Vo rn a+o ib v 46 0 O
N w p� V � w Co
STATIONING & � TOPSOIL SEGREGATION AREA rn o 4 n o m N N c+o w � I I
V w c0 (D + V v W + + +
CONSTRUCTION LIMITS wCD
60'100 to ED o
+ LL -18-003 + + LL -18-007 + + + LL -18-008 +
N + + + LL -18-008 + o CID
+
o N F N LL -18-006 rn N/F to w N/F to
M. L. H J. LLC I WILLIAMS TOBACCO FARM LLC I WALKER LAND LLC I GENE &SARAH WATSON TRUSTEE J I I GENE & SARAH
PARCEL I.D. #021903 PARCEL I.D. #023221 PARCEL I.D. #023006 WATSON TRUSTEE
4222 LF I PARCEL I.D. #032181 I 1053 LF I 1102 LF I I PARCEL I.D. #023006
2344 LF 896 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
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
DRAWN:
GPT
CHECKED:
DLH1
ino
NET
NOTES:
z
rL
E042
w
w
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1894+53
1894+79
— — PROPERTY LINE – —
— — — — —
— – STORM SEWER
1p
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
z
''o a
U)
z
Ld-
COMPOST FILTER SOCK
o
EDGE HICKORY RD
EDGE HICKORY RD
V1
a
oD aD
� �
ao
41
0o
Ln
aD
Ln
ao
(n
00
Ln
oD
Ln
aD
rn
ao
rn
0o
m
ao
m
ao
rn
ao
-4
ao
-4
6.
7.
co
-4
co
-4
co
14
co
CD
co
w
co
CD
•
o0
CD
00
CD
aD
w
co
(o
CD II
(o
(o
co co
Z
(n M
co
o
N
41
O)
CD
o
N
41
O)
CO
o
N
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
co
o
N
AS NEEDED
GENERALIZED SURFACE WATER FLOW
CD
a
N
O)
co cc
CULVERT/ACCESS ROAD WATERBARS,J\
0 0
0
0
CD
0
0
0
0
0
0
0
0
0
0
l
0
0
0
0
0
C)
WATERBAR (PLAN VIEW)
o
o I
+1
o
o I
I o
0
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
Z�I
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
I Z
�I
I
eco
ao
CD
CI OD
C3
00
C3 CD
00
co
o
46
L4
�+•
ZU'
�+
• Zo
�°°
Z+
eco
Z +
�+
�o
I I
Qoo.
Qo
orn
00
zo
�JII
�(''
o
STRING VIEW BAND
nLn
41
41
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
DRAWN:
GPT
CHECKED:
DLH1
ino
NET
NOTES:
z
rL
E042
w
w
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
— — PROPERTY LINE – —
— — — — —
— – STORM SEWER
1p
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
z
''o a
U)
z
Ld-
COMPOST FILTER SOCK
o
Z
V1
a
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
L LI
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
CNI
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
;``���� SR
'
:Q
)2.94
• p :20 -
0
C)
z
DRAWN:
GPT
CHECKED:
DLH1
ino
NET
C”
z
rL
E042
w
w
�
O
O
U
O
¢
W
N
U
p
Z Z
Jp�
C7
J CO
W
a
U
W
0
LLI
p
U
In
Z
a- W
Z
w
m
7
L
w
O Z
O
CL
U
=Uo0
z
''o a
U)
z
Ld-
z
o
o
Z
V1
a
ail
L LI
Icy-
N
d
a
Z
0
Y
0
U
Z
0
CNI
o
0
z
;``���� SR
'
:Q
)2.94
• p :20 -
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
C”
DRAWING NO.
D
E042
00
OF 189
O
J
J
o
cD
O
¢
CU
W z
N
W +
Zoo
J
Z Z
Jp�
J CO
W
a
U
W vs
N
0
LLI
NNZ
Am
o
a- W
Z
a O
m
Q
C)
O Z
U)
a Z
w
U
=Uo0
Y
''o a
z
F- o
Ld-
z
o
Z
j
a
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E042
42
OF 189

LIJ
F-
0
ry
LLI
ry
cD
M
I
I
0
I
Ld
w
V)
rn
U
W
V)
D-
D
Y
Q
m
D
N
C�
Z
0-
0-
0-
It
-
0-
D -
D_
w
V)
I
It
w
2
N
Q
H
I
Q
C�
I
U
Z
Q
I
O
LO
Ln
I
O
O
0
Z
W
J
LL_
0
Q
U
Cad
NOTE:
STATIONING SHOWN ON
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS.
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
STATIONING &
CONSTRUCTION LIMITS
PROPERTY OWNERSHIP
Co CO CO
O
+ O 00 + +
00 + + t0 000 D
CA
CP ®p O O Cn
CD
CTI 00 CTI
N
cn
C
CD + +
to t0
00 0 0
+ `O
41 + N c0 N
0 V Ul O Cn
4 PROPOSED TEMPORARY R.O.W.
/ 7 /-7 7 7== /T 7
PROPOSED PERMANENT R.O.W. PROPOSED 36" AP -2 PIPELINE
Cil
g PROPOSED PERMANENT R.O.W.
PROPOSED TEMPORARY .O.W.
_ 1
ID
(A
0 TOPSOIL SEGREGATION AREA N
� tail rn � so
N
O+f +
W
OD
CIDw
+
0
_ O
E�oCo
CID
0 00 O+) U Ln
N + + N '.
+ +
00
CCD N V V
PIPE SPECIFICATION
z
DRAWN:
GPT
CHECKED:
DLH1
inO
X
NOTES:
z
rL
LL -18-008
w
LL—NSF 009
PERMANENT WATERBAR/SLOPE BREAKER
01060,
LL
LIMIT OF DISTURBANCE
LL 012
O
LEGEND
O
¢
co N/F
Ln
O
TEMPORARY WATERBAR/SLOPE BREAKER
o
to
NSF
w
NSF
LL -18-013
w LL -18-014
rn
v
LL -18-015 w+
w
+ GENE & SARAH
C)
+
c01
JOHN MICHAEL JR. &
+
c0I
GEORGE G. J. A.
cn
+ I+
JOHN MICHAEL JR. &
N/F
± I N F
w I
N/F to
L4 WATSON TRUSTEE
to
CAROLYN EVANS
o
WHITAKER III
14 00
CAROLYN EVANS
ROBBIE FRAZIER ET AL
N JOHN MICHEL JR. &
N
V. HUNTER BOONE & N
PARCEL I.D. #023006
t0 to
CT CJI
PARCEL I.D. #021314
I
PARCEL I.D. #023135
1
PARCEL I.D. #021312
PARCEL I.D. #021690
CAROLYN EVANS
I
I
R. B. PRIDGEN
896 LF
0
+
591 LF
46
+
599 LF
OD
+
ROW ONLY 2975 SF
2023 LF
PARCEL I.D. #021308
Q1
+
PARCEL I.D. #021885
0
+
I
STREAM
I
C
+
I
co
+
O
+
I 1120 LF
I
660 LF
PIPE SPECIFICATION
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
DRAWN:
GPT
CHECKED:
DLH1
inO
X
NOTES:
z
rL
E043
w
w
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE — —
OD Co
to O
co
O
co
O
t0
O
to
ON
co to
CO
Co Co
co
c0
N
CO
N
t0
N
c0
N
co
CA
co
LA
Co
LA
co
W
t0
W
c0
�
CID
-96
COIR LOG
to
46
to
�
X X FENCE
c0
CID
CT
t0 to
CT CJI
o
Z
EO 0
+ +
N
+
�
+
0)
+
OD
+
O N
+ _ +
46
+
O) OD
+ _ +
0
+
N
+
46
+
4m
+
OD
+
O
+
N
+
�
+
Q1
+
00
+
0
+
N
+
STREAM
+
C
+
co
+
O
+
N W
+ +
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
0 o I
o I
o
o
to
o 0
0
0 0
0
0
0
0
0
0
0
0
0
0
0
C)
I
o
o
I
o
I o
0 0
z
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
X
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
I
I
X
R
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
I
I
zl
co
co
co
0;� 0
-m zl
z
zl
z
�O
�N
�O
OtO`0
<
m
z 01
<4m
�N.
iN
-pl.
Ecco
_�
_�
_�
=nwi
m8x
=�
=W.
_�
=N.
�S�
STRING VIEW BAND
to
co
co
°m°
C.
N
N
TI
m
m
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
DRAWN:
GPT
CHECKED:
DLH1
inO
NET
NOTES:
z
rL
E043
w
w
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE — —
— — — — —
— — STORM SEWER
p
1p
TRENCH BREAKER/PLUG
U
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.
a- W
E
UNDERGROUND ELECTRIC
m
EXTRA WORK SPACE
w
TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
U
=U
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.
X X FENCE
z
Ld-
U)
o
Z
N_
a
COMPOST FILTER SOCK
L LI
Icy-
N
d
UONTRSFWS STREAM CROSSING WITH ENHANCED
a
Z
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
Y
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
Z
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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
04
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
z
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
C)
z
DRAWN:
GPT
CHECKED:
DLH1
inO
NET
M
z
rL
E043
w
w
�
O
O
U
O
¢
W
N
U
p
ZZ
Jp�
C7
J 000
LLI
a
U
W
0
LLI
p
U
In
Z
a- W
Z
w
m
7
L
w
O Z
O
CL
U
=U
o
z
z
z
Ld-
U)
o
Z
N_
a
ail
L LI
Icy-
N
d
a
Z
0
Y
0
U
Z
04
\
p
0
z
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
M
DRAWING NO.
D
E043
43
OF 189
O
J
J
o
cn
O
¢
CU
LTJ z
N
LLJ+J
Zoo
ZZ
Jp�
J 000
LLI
a
U
LLl vs
N
0
LLI
NNZ
Am
o
a- W
Z
a O
m
Q m
C)
O Z
U)
a Z
CO c2
U
=U
o
Y
0
z
F- o
Ld-
z
o
Z
j
a
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E043
43
OF 189

W
F-
0
ry
LLI
ry
I—,
O
I
n
I
I
Ld
w
V)
rn
U
W
V)
D-
D
Y
Q
m
D
N
C�
Z
0-
0-
0-
It
-
0-
0 -
D_
w
N
I
It
w
2
N
H
I
Q
I
U
Z
Q
i�
I
O
LO
Ln
I
O
O
0
Z
W
J
LL_
0
Q
U
Cad
NOTE:
STATIONING SHOWN ON
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS.
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
00 r7-
1955+80 O 560 0 PROPOSED TOMPORARY R 0 W/� o "ND/ N N
1955+77 ►- 1956+43 o rn /1��//�//� 1 J N 1 � (0 / oo g
CO CO CO CO N 41
+ + O+ CD CD CO t0 CO
O
T CA CA0) 03 O) O) V V V V V V 14 OO W OD C0 CID w O O O O O
4 OD ID O m W O m (A CA CV OD w O 41 N CA Cr C0) J D O WLn
STATIONING & O
to V N N V V + + 0 rn N N w O C+0 C+0 O+i m 46 41 N +
CONSTRUCTION LIMITS I I 0 W W J J W W 0 W W W CID to CA Cr J V N `�
CO�W Ln rn 46 CLL-18-
025
0 ;�i
+ + + LL -18-017 + LL -18-017 LL -18-020 + + + N/F +LL -18-024N LL -18-023N oLL-18-017+ N/F N/F N/F
CD N
N/F LILLIAN N
GRAIG GRAIG J REID + GRAIG J REID JOHN W. III & N/F
LL -18-016 I J I I LL -18-015 PARCEL I.D. #022389 I LL -18-019 w PARCEL I.D. #022389 CORA C. BROWN I VERA E. DOZIER I CLAUDETTE REGES I S.
I.D. 021225 TRUSTEE ET AL REAL
PARCEL
N/F I REID I I N/F 752 LF I N/F ROW ONLY PARCEL I.D. #031631 I � I PARCEL I.D. #021104 (PARCEL I.D.
TONYA A. & JAMIE SULLIVANI PARCEL WINTER V. BOONE & NORTH SOUTH DEV. INC. I 5109 SF 2337 LF 751 LF 689 LF #020076
PARCEL I.D. 106932 R. B. PRIDGEN OF NASH CO.
ROW ONLY 374 SF 200 LF PARCEL I.D. #021885 PARCEL I.D. #019993 1623 LF
PROPERTY OWNERSHIP sso LF 347 LF I
PIPE SPECIFICATION
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.
1956+13
1956+37
GPT
CHECKED:
DLH1
ino
NET
NOTES:
z
rL
E044
w
w
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
EDGE OFI
EDGE OF
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
00
z
U)
z
IL d -
COMPOST FILTER SOCK
o
g0
N_
aCqCD
STRAIGHT GATE RD
IGHT GATE RD
ri.
LLI
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
to to to
to
to
to
to
to to
to
to
to
CONSTRUCTION ENTRANCE WITH DITCH
to
to
to
to
to
to
to
to to to
to to
N
0
`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
N
0
N
0
N N
0 0
CULVERT/ACCESS ROAD WATERBARS,J\
C11 cn cn
CA O
I cn
m
do1
O
CD
CD
-1h.
CD CD
O m
v
O
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
v
-4
-1h.
O
OD
00
O
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
00
O
00
CD
t0 CD CD
O -1h.
WATERBAR (PLAN VIEW)
CD CD
O CD
O
O
O
O
?
O 0
O -1
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
0 0
0
o I
I o
0
0 0
0
to
o
I
o
I
I o
o I
o
I
o
0
0
0 0 o
I
l 0 0
o
I
o
I
0 0
o 0 0
I
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
0 0
I III
I
I I
I
I
I
I��
I
I I
I
��I
I
I
I��
I
z�l
I
I ��
I
I
I�I
I
I
I
I I I
I I
I�
I
zNl
I
IzN
I
CA
+'
s�l
I �+ Oto
Zptp
p0
Zto
014
0�
��I
ZO.
Zco
OCOp
OCOp
000
000
I
SNI
I �.
�W SCD
0,
��
_j.
��
o�
�4
�.
+
�+
o�
O
o00.
LA
+.
�+
a
+.
W
�+
>01.
_�
Z01
_�
Z J
=m
Z(+T
_�
DN.
m
DC�„1
m
ZU+i.
a0
Z+
ate'
y0D
co
DOD
C0
y-1
CO.2
w
STRING VIEW BAND
C71
n
N
N
a
o
s
s
w
w
�0'I
X01.1
CP
N
N
�
�'I
�'I
_l
_9
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
DRAWN:
GPT
CHECKED:
DLH1
ino
NET
NOTES:
z
rL
E044
w
w
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
1p
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
00
z
U)
z
IL d -
COMPOST FILTER SOCK
o
g0
N_
aCqCD
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
LLI
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
n
0111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
04
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
Z
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
I=>
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
C)
z
DRAWN:
GPT
CHECKED:
DLH1
ino
NET
0
z
rL
E044
w
w
J
�
O
O
U
O
¢
W
N
U
p
ZZ
Jp
C31
J
W
a
0
W
0
LLQ
L)
U
In
Z
�W
Z
w
7
L
w
O Z
O
CL
=
00
z
U)
z
IL d -
Z
O
o
g0
N_
aCqCD
ail
LLI
Icy-
U)
d
a
Z
0
Y
0
U
Z
3
p
n
04
o
0
0
Z
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
0
DRAWING NO.
D
E044
C)
C*4
OF 189
J
O
O
J
to
O
¢
CU
LTJ z
N
LLJ+
ZMO
J
ZZ
Jp
�
J
W
a
0
LLI Us
N
0
LLQ
NNZ
~�m
U)
o
�W
Z
0Om
Q
p
O Z
U)
a
Co c2
=
00
0
z
F- o
IL d -
Z
O
g0
j
aCqCD
U)
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E044
44
OF 189

LIJ
F-
0
ry
W
ry
I—,
O
I
n
I
Ld
w
V)
rn
U
w
N
D-
D
Y
Q
m
0
O
lf')
LC)
I
O
O
0
Z
W
J
LL_
0
Q
U
Cad
PIPE SPECIFICATION
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
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
NOTES:
z
rL
E045
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
I
LEGEND
O
¢
W
STATION EQUATION
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
1p
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
2039+86 EDGE OF
11
--------HI
2040+10 EDGE OF
2046+11
X X FENCE
2z
STATION = 2058+08.93 BK.
/ )
Z
COMPOST FILTER SOCK
O
ZU3
N_
\
ail
USTREAM CROSSING WITH ENHANCED
Ld
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
WATSON SEED FARM RD
�WATSON
SEED FARM RD
CL STREAM SNAB100
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
STATION = 2058+48.00 AHD. '
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
0 0
O O
0
�
0
�
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
0
�
0
�
0
�
0
N
0
N
0
N
0
N
0
N
0
w
0
w
0
w
0 oI
w w
Io1 1
0 0
-P, 46
0 0
46 46
0
CA
0
cn
0 0 0
cn cn cn
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
0
C71
0
rn
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
V 00
O
N
GENERALIZED SURFACE WATER FLOW
?
00
00
O
N
6
4 1
00
O
N
6
O 00
a,�:�
N P.
O 00
O
N
m 00
WATERBAR OUTLET (PLAN VIEW)
O
_
PROPOSED GAS PIPELINE
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+ +
+ +
+
+
+ + +
+
+
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
0
O
0
O
0 0
O O
0 0
O O
of 0
O
0
o
0
0
0 0 0
0 0 0
0
0
0
0
2046+ 11
N
= N =_,_2046+11 N
IIS
WETLAND WNAB100F
ZN
OC
ZN
0C
ZN
D0
00
O O
SWI I I Imo?
ZN'
D0
ZN �'�r�7IN'
D0 0071.
ZN
DO
W
+•
OD
`G++•
O'
cNo
�+
0 co 0 0
�+ tel+
I I 1
rn'
Z�LZ+•:
v v
�L+• +•
�L 00
D4.
=a,
DO
_Ln
DO
_�
DW
_�
� 4 00
y y
DO
m�
>L4.Zrn
=cn y
D00
_�
STRING VIEW BAND
I I
0
o
o O
aD 0
O
OD
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
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
NOTES:
z
rL
E045
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
v
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
1p
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
2z
N
/ )
Z
COMPOST FILTER SOCK
O
ZU3
N_
\
ail
USTREAM CROSSING WITH ENHANCED
Ld
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS ( COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
n
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
04
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
z
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
C)
Z
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
C)
z
rL
E045
W
OF 189
J
�
w
O
U
O
¢
W
N
U
p
Z Z
Jpof
C7
J
pLLl
¢
W
0
LLJa
p
U
o
V/
Z
�W
:z
w
J
m
7
L
w
O
CL
U
2z
N
/ )
Z
V �
O
ZU3
N_
\
ail
Ld
L f—
N
Q
a
Z
0
Y
0
U
Z
3
p
n
04
o
0
o
z
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
C)
DRAWING NO.
D
E045
CV
OF 189
J
o
O
J
cn
O
¢
CU
LTJ z
N
W +
Zoo
J
Z Z
Jpof
J
pLLl
¢
W N
0
LLJa
(n
NZ
o
m
�W
:z
QZ
OO
J
m
QZo
U)
R
CD
U
2z
Q
O
F- o
z
o
ZU3
j
a
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E045
45
OF 189

c�
0
LtJ
F-
0
D-
w
o-
0
I
r�
I
I
w
w
U)
rn
U
W
V)
0-
Y
a
m
D
N
C�
z
0-
0-
0-
It
-
0-
0 -
D_
w
V)
I
It
w
2
N
Q
H
I
Q
C�
I
U
z
Q
I
O
LO
LC)
I
O
O
0
z
W
J
LL_
0
Q
U
Cad
Ln v � o PROPOSED 36" AP -2 PIPELINE PROPOSED PERMANENT R.O.W. +
STA. 2071+76� J
CD CA Ln+ N N Ln PROPOSED PERMANENT R.O.W. 0 2102+45 STA. 2108+24
/77/77/
0 5 2 1 // / — — — — — — — — — — — 2J 02+6�9 7
+ 10 +74 j
+ 0 + 0 Z
0) + 4 2 4 PROPOSED TEMPORARY R.O.W.
+ + \ p N N N O + N
W � N OI' \ OVD w I W In LF1
STATIONING & w w \\ oNOD TOPSOIL SEGREGATION AREA o o w N
CONSTRUCTION LIMITS 2068+50 + + + `� N + + 2102++13 W `� + +
2069+26 � W N 2079+92 OD N W t0
�, 2101+01 2102+17
N N N Of N N N N N to j
0 0 o CD 0 0 0 0 LL -18-042
of V v O t0 0 0 O N
crt LL -18-036 N r N rn N N/F to 0
+ + + �+ + + + LL -18-039 + + + + LL -18-043 + +
N/F N cn LL -18-037 LL -18-038 w oD LL -18-041 co to ROBERT B. &BETTY J. ROAN w LL -18-042 CO
W t0 Ln W 0 00 oD N Ln N/F Ln N
I EDWIN R. & N F N F N/F N/F PARCEL I.D. #027502 N/F
LL -18-035 BETH K. MASSENGALE I I / I / I PHILIP C. & I PHILIP C. & I I 499 LF I JASON L. & I /
JOSEPH THORP & TERRY L. & ASHLEY W. ROBERT B. &
I N/F PARCEL I.D. #040172 I I VICKIE S. BAKER I DEBORAH GRIFFITHS I SUZANNE F. ETHRIDGE I SUZANNE F. I I LL-18-042-AOOI I VINSON I BETTY J. ROAN
0AJAMES & KIMBERLY 1056 LF LL- PARCEL I.D. #021469 PARCEL I.D. #044235 PARCEL I.D. #046514 ETHRIDGE N/F PARCEL I.D. PARCEL I.D. #027502
WINNETT WATSON N/F 1404 LF 441 LF 850 LF PARCEL I.D. # 947 LF
PARCEL I.D. #022997 UNKNOWN 046513 /ROBERT B. & BETTY J. ROAN #027501
PROPERTY OWNERSHIP 587 LF ROWAONLY RCEL 12116 SF 204 LF PARCEL I.D. # 027503 210 LF
ROW ONLY 954 SF
_ •-------- __ - � / I / / / / / 1\ 1\ \\ \\ \\\\ � 111 \\ \ � \ I
max_ ♦-- — -------
♦ � � /--..`__� / / / / \ � 1 1 1111 � \ � ~ 1 I / %
♦ `
L
/
♦ // i r "1`162
♦ ,//// / III----_��ie�\7' \ ��
♦ f r / /,/ I I FmI \-���� el ter -1-
/ I f ♦ i�/% \✓ i I I / 11 / // ji /./ f , / I
i
J �6��1�ry �/ O/ !� I !
pry:
1
TV
"]I
"TIM -10
\ \ 11 1
,1 I
PIPE SPECIFICATION
/
C11 ./
1--- 1
-1■��1� �1��1� ��1 ��1 ��1-�1-1�-II � - ,l� _ D
�. - -. - - •- I WNA 1F
y � ��, ' ��; ��,r�I t, I� , -■I .its Wit- /\� I \
91 0404 JASON A
6
MILE 40
-0.� 1 ,. WIDE - - _ �,� ��.�=`=�� �''��i_ _ ` - ' ' • ,' , •' s •', ' ��
Ndown
to . PARL I.D. 4
i p 4
CEI \ ��I���j,��j� �� ��s"► I�', :. S •. ' '+
^ 1 LL -15-041 ��O ����,`, *! ..�����«�j� , i , ••
/ I I C �RAIINE 1P',
MDOE O \
MA
IF S1i4E - SNAH006
STATION 21 +5& 24 �c �' 8' WIDE LL -1 -AOC
I STATION 21 +37. AHQ. .� � N
ROBERT B. a B
PARCEL I.D. f ROW ONLY
96-4,
51:
oir—
,r71
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLH
U
W
p
I
C31
W
p
U
D
V/
Z
F
7
L
a.
w
CL
LIMIT OF DISTURBANCE
O
N
Z
LEGEND
V � / /1
O
N_
\
ail
2102+44 1 II
Ld
x
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
/1/
L f-
— — — — —
Q
a
m
TRENCH BREAKER/PLUG
0
Y
II
U
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
Z
0
UNDERGROUND ELECTRIC
U
J
o
M
n
I
I
o
STREAM CROSSING
I I
04
0
o
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.
X X FENCE
z
,tlt ltilll!!!r
SRH'
w Z
W
:Q
02'94
-
• ol0 -
l�t�ll
if 11 l47\
ERM NC, INC
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.
scALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH
APPROVED:
NET
I
DRAWING NO.
D
E046
1
F
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
LEGEND
I
\7
TEMPORARY WATERBAR/SLOPE BREAKER
2102+44 1 II
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
— — PROPERTY LINE – —
— — — — —
— – STORM SEWER
m
TRENCH BREAKER/PLUG
II
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
UNDERGROUND ELECTRIC
U
J
o
M
I
I
o
STREAM CROSSING
I I
COIR LOG
N
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.
X X FENCE
O
a
w Z
W
W+
J
Z z
JOof
2072+47 II
MASSENGALE RD � I
X 2072+68
MASSENGALE RD
a
W Us
0
0
rd
UONTRSFWS STREAM CROSSING WITH ENHANCED
X
a
o
`�
m
XX
_
X
N
z
o
O
2102+11
N BROWNTOWN RD
I
.� r
2107+09
CL STREAM SNAH006
N
w If
o
iT
i. •
iT
W?
Q
AT THE UPLAND/WATERBODY BOUNDARY
O O
z
m
8.
I
OV
SAN
o
U
Y
I
IN PLACE OF BSRF)
M
TYPE
I 0
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
¢
0
w
/40
O)
N
+
�
OH OVERHEAD UTILITY LINES
D
coO
I
N
I ?
_j
OD
N
000
O
000
N
000
?
000
000 =
OD
ttoo
O
+
too
?
too
m
too
CD
O OI
O N
+I
I I
O
O
O
coO
N
+
TURBIDITY CURTAIN (PLAN VIEW)
0
0
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
0
0
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
0 0
I
0
I
0
1
0
O
X
0
X
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.
scALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH
APPROVED:
NET
I
DRAWING NO.
D
E046
1
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
LEGEND
I
\7
TEMPORARY WATERBAR/SLOPE BREAKER
2102+44 1 II
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
— — PROPERTY LINE – —
— — — — —
— – STORM SEWER
m
TRENCH BREAKER/PLUG
II
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
E
UNDERGROUND ELECTRIC
I
I
I
o
STREAM CROSSING
I I
COIR LOG
II
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.
X X FENCE
N BROWNTOWN RD
X
COMPOST FILTER SOCK
2072+47 II
MASSENGALE RD � I
X 2072+68
MASSENGALE RD
X
UONTRSFWS STREAM CROSSING WITH ENHANCED
X
X
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
XX
WATER LINE
X
PROPOSED TEMPORARY R.O.W.
o
O
2102+11
N BROWNTOWN RD
I
X
2107+09
CL STREAM SNAH006
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
IO0i
iT
iT
iT
AT THE UPLAND/WATERBODY BOUNDARY
O O
I
OV
8.
I
OV
SAN
SANITARY SEWER
I
I
IN PLACE OF BSRF)
I I
TYPE
I 0
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
I
N
N N
O)
N
+
�
OH OVERHEAD UTILITY LINES
Of
coO
I
N
I ?
_j
OD
10.
000
O
000
N
000
?
000
000 =
OD
ttoo
O
+
too
?
too
m
too
CD
O OI
O N
+I
I I
O
O
O
coO
N
+
TURBIDITY CURTAIN (PLAN VIEW)
0
0
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
0
0
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
0 0
I
0
I
0
X
0
0
X
0
X
0
0
XX
0
0 ,�
0
0
0
0 0
I
X+
0
I 0 0
0 0 0
oc� 0
0
0
0
0 0
0
0
INLET/OUTLET PROTECTION
0
0
0
0
0
0
0 0
0
0
0
0 0
0
0 0
0 0 0
I:m m
X
X
X
XX
m N
STATION
EQUATION
X
N
N
IDO
N
N
N
N I
N
N
N N
N
N� !1" sl N I
STATION
= 2103+56.24 BK.
I
I
C-) +
M
rn
471
OD
�O
-4 I I
ON
�O
I .(
pN
O
1 v I
ZtA
O
�'' -4
mto
O
r�* CD I
ZO
O
r� 00 I
ZW
O O
oo I I oD
ZO) zV
=OO
CD
oo
�+
O MO MO
to I m(�r� to �r1 to
ZO Do T.
STATION
= 2105+37.22 AHD. I
0
G7
I I = N
��
rTI* o I
ztT
C7f
o
-4-
C7�
0
Z+
Z+
TI+ I
I
I TI+
n+
m�
+
N�
0+
mCD
n+
m�
0+ 0+
m� mo
0+ m+ m+
mcn
�0
"I I
ION
I O
0+
m�
Z+
:Z+
X
Dv
yN
=O
N
�N
to
�0
N
X
z�
W
X
OD
X
(T
fXX
rn
m0
rn to
W NW NN
X
Om
-+
O
X
yo
t0
Dt0
CO
on
o
>
I
X�
I
2
rri
zD zz
+
I
Cp
I
o
0
STRING VIEW BAND
_n
I I
I
o
N
o o
:N
>
D
w
l I
W
TI
W W
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.
scALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH
APPROVED:
NET
NOTES:
DRAWING NO.
D
E046
46
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
LEGEND
\7
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
— — PROPERTY LINE – —
— — — — —
— – STORM SEWER
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.
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
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.
X X FENCE
COMPOST FILTER SOCK
UONTRSFWS STREAM CROSSING WITH ENHANCED
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
scALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E046
46
OF 189

O
LLJ
F-
0
D-
W
0
I
I
I
Ld
w
V)
o)
U
w
N
a -
Y
a
m
N
z
0-
rn
U
W
N
0
z
D
N
C�
z
0-
0-
0-
It
-
0-
0 -
D_
w
V)
I
It
w
N
H
I
Q
O
I
U
z
Q
I
O
LO
Ln
I
O
O
0
z
W
J
LL_
0
Q
U
Cad
\\\\ \11 I
\\
1
--
—174-11
\\v.
/
\ \ \ \ \ L - I 1 / / / l l 11 1, II I \ \4
X.
'� \\\ \ \ \ \ ~ \ \ �J>F�I��i�! I I I / / , /` l / 1 1, I I ( `iii, \
1.QP1 2165+a
1 72 -__\
_— ; , r I �,��\
WI
•EXISTING ROAL / \ \ \MI 42.1
« PARCEL1 ' ITIE,r . RM ONLY 3456 SF
—� \ \ \
MAJOR UPGRADE 1 – / /� -� \ \ \ \ \ \
\ \ \
_
J� f I
I 1 1 \ \\ \ � / / ) I l l llll / /71/
I
PIPE SPECIFICATION
21611+78
STATION EQUATION 2144+31 I I I I I I I EDGE OF WOLLETT I I EDGE OF WOLLETTI I
STATION = 2121+20.88 BK. WETLAND WNAH01 I F
STATION = 2120+35.52 AHD. v X MILL RD m N MILL RD
U� 00 O N N 0) OND O N W 0) mO N 2 0 m I OD N I 0) m O m+ I I I N O m m O
+ + I + I + + + + + + + + + + + + + I I I + + +I I + I + X + I I + + 2 N + + I + I + I +
0 0 0 0 0 0 0 0 0 0 0 Co 0 0 0 0 0 o O o 0 0 0 0 Co 0 Co 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
• I I I I I I I I I I I I I I I � I .� I I I I I I t o - I.
m '
D D I m Z� _ Z� ZN Z j nN ��_ �O) DN O)
Z� Z�I I'O I �mN �NI .-:�1NI I �N NX I I� m N I I I N I Z� ��I ZN ZNI
1-4 cn �+ cn m to cn L Orn m + m + rn +
v0) oto' .�� ODO) v0' K-' vN ZUI v0)• vel GOO OwI I I 00 C7� T.
z z z N z z Z� (0 Z+ �,4_Z+ Z+.
�+ �+. +. I �+ �+ +. �+ c�+ �+. �+ m+ �w � oo �o MoD
DO) D(T •NOD D0-4 Dto ZO) DN m� DN D Ln D I D >Ln Z ao W
. OO) 200. .D�, ;7N0 Qv. _�. .QCT �X O W. .00� �N I I =r-4
2 - OSI OO
STRING VIEW BAND N N g �X o o o N LA
�-I TI L7 m m m m m Co TI
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
DRAWN:
V /'
FNO_
�
z
rL
NOTES:
w
o_
�
w
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
J
LEGEND
C
ail
w V
Z
L
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
LL1 N
1p
TRENCH BREAKER/PLUG
Q
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.
E
UNDERGROUND ELECTRIC
m
EXTRA WORK SPACE
Z
3
TOPSOIL SEGREGATION AREA
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.
X X FENCE
n
Z
Co CD
CC)
U
=
00
--T-
0
J
Ma
\
0
o
COMPOST FILTER SOCK
Z
o
o
z
j
,�l1Ili III,,,,
CAo
Q01
C) SRH'/
UONTRSFWS STREAM CROSSING WITH ENHANCED
02'94
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
0
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
z
DRAWN:
V /'
FNO_
�
z
rL
W
w
o_
�
w
O
U
J
W
U
p
0
Z
DRAWN:
V /'
CHECKED:
�
APPROVED:
Z
CO
w
o_
D
0
CV
N
z
J
/ )
V �
O
~
O
N_
J
\
C
ail
w V
Z
L
LJJ
LLJ +
ZU-)
z
J
0
Z z
J0Of
of
L_f
J�
Q
W vs
0
LL1 N
a
LLJ
Q
0
Y
z
U
m
NN
Z
3
�
o
CL
z
p
0
Quo
n
Z
Co CD
CC)
U
=
00
--T-
0
J
Ma
\
0
o
Z
o
o
z
j
,�l1Ili III,,,,
CAo
Q01
C) SRH'/
02'94
-
• p �0 -
7��1111f
(i
!1147\
0
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
CO
DRAWING NO.
D
E047
CV
OF 189
J
o
O
~
J
N
C
Q
w V
Z
L
LLJ +
ZU-)
z
J
0
Z z
J0Of
J�
a
W vs
0
LL1 N
N
LLJ
Q
�
z
~
m
NN
�
o
CL
z
a o
0
Quo
�zU)
Z
Co CD
CC)
U
=
00
--T-
0
J
Ma
z
z\=
Z
o
g��
j
Q01
LO
(i
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E047
47
OF 189

c�
0
LI_i
F-
0
ry
W
ry
I
LO
I
00
Ld
W
V)
rn
U
w
V)
D-
D
Y
Q
m
D
N
C�
z
0-
0-
0-
It
-
0-
0 -
D_
w
V)
I
It
w
N
Q
H
I
Q
I
U
z
Q
I
O
LO
Ln
I
O
O
0
z
W
J
LL_
0
Q
U
Cad
NOTE:
STATIONING SHOWN ON
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS.
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
�-r PI 21651
PIPE SPECIFICATION
F1
iP,ARCEL LD. f Uzzvt
B-053
F
�r
PILE 42.1
1 1
1 1 1
Y �7 Our --
fl
\ N 18�b��� \� \ 8 186-106 �_ X18
�I) / –176 —
z
�
1
1
1 1
-Txxr—F
rL
co
w
�
1 1
N
G
PERMANENT WATERBAR/SLOPE BREAKER
LOD
EDGE OF
STREAM SNAH025
p
J
2175+09
CL OF STREAM SNAH026
x
ail
w V
W
to
TEMPORARY WATERBAR/SLOPE BREAKER
co
CL OF STREAM SNAB103
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE – —
GA
N_•
N_
•N N_ N_
STATIONING &
N_ N_ N_ N_ N
O
N
O
N
O
N
O
co �
� TOPSOIL SEGREGATION AREA
v
o
O V
t0 O
V
N
0)-0 �
V V DO
Of CD O
N N
t0 t0 t0 t0
N -P.0) CD O
N
CONSTRUCTION LIMITS
O
CO
n
Ld-
z
0
w
+ +
0 o rn
CD
+
O
+ + +
O O O
+ + + + X +
O Co Co O O
+ + + + +
O O O O O
+
O
+
O
+
O
+
O
+ + +
O O 0
,�A, IIIIIIA!/A
FR?
0 0
o
O
O o 0
0 0 o O O
O O O O O
O
O
O
O
O O 0
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
Nhi
AT THE UPLAND/WATERBODY BOUNDARY
ocn
BVII
IZN
ZNI
I IZN
LL -18-049
N
LL -18-052
�
IN PLACE OF BSRF)
=CuBSOIL
w (m
9.
�+
l7J
OV
OV
ZO0DI
011111=0CULVERT
+ N/F +
w
+
IQ
00 00
N/F
+
LL -18-054
+ LL -18-055 +
O oV
LL -18-056
+
LA
LL -18-058
+
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
to
Z+ Z+
JACKIE S. &
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
TONY RAY &
CID
01
=CD.
N/F
N/F
JI
N F
rn
N/F
PROPOSED PERMANENT EASEMENT
w
T(+
TURBIDITY CURTAIN (PLAN VIEW)
STRING VIEW BAND
LOTTIE S. ENNIS
I
I
CA
MARTHA S. BENNETT
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
I
LAURA ANN DEHART
RANDALL K. &
I MARTHA S. BENNETT ET AL
I
DONNA SUE RUFFNER
PARCEL I.D.
I
LL -18-051
I N/F
PARCEL I.D. #022010
I
PARCEL I.D. #000483
JENNIFR B. BRITT
I PARCEL I.D. X0004841 PARCEL I.D. #025088
I
PARCELI.D.#F 23147
X025119
1525 LF
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
522 LF
829 LF
LF
964
WILLIAM H. JR. &
306 LF
BRENDA S. TAYLOR
PROPERTY OWNERSHIP
PARCEL 91D.L#021818
�-r PI 21651
PIPE SPECIFICATION
F1
iP,ARCEL LD. f Uzzvt
B-053
F
�r
PILE 42.1
1 1
1 1 1
Y �7 Our --
fl
\ N 18�b��� \� \ 8 186-106 �_ X18
�I) / –176 —
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
�
1
1
1 1
1
rL
1
w
�
1 1
2208+70
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
EDGE OF
STREAM SNAH025
p
J
2175+09
CL OF STREAM SNAH026
x
ail
w V
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
CL OF STREAM SNAB103
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE – —
N_ N_
N_•
N_
•N N_ N_
N_ N_ N_ N_ N_
N_ N_ N_ N_ N
O
N
O
N
O
N
O
N
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
2171+73
1
1
1 1
1
rL
NOTES:
w
�
1 1
2208+70
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
EDGE OF
STREAM SNAH025
p
J
2175+09
CL OF STREAM SNAH026
x
ail
w V
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
CL OF STREAM SNAB103
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE – —
N_ N_
N_•
N_
•N N_ N_
N_ N_ N_ N_ N_
N_ N_ N_ N_ N
O
N
O
N
O
N
O
N
O
N N N
E
UNDERGROUND ELECTRIC
O V
t0 O
V
N
V
N
V V DO
Of CD O
DO OD OD OD t0
N ? 0) CD O
t0 t0 t0 t0
N -P.0) CD O
N
N
O
CO
n
Ld-
z
0
+ +
0 o rn
+
O
+
O
+ + +
O O O
+ + + + X +
O Co Co O O
+ + + + +
O O O O O
+
O
+
O
+
O
+
O
+ + +
O O 0
,�A, IIIIIIA!/A
FR?
0 0
o
O
O o 0
0 0 o O O
O O O O O
O
O
O
O
O O 0
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
ocn
BVII
IZN
ZNI
I IZN
''I�x
SANITARY SEWER
ZNII
IN PLACE OF BSRF)
=CuBSOIL
TYPE
9.
�+
l7J
OV
OV
ZO0DI
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
IQ
00 00
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
NN.
.Z+
Z+.
Z+
M((A
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
to
Z+ Z+
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
D
.2v
01
=CD.
CD
.2N
N
x
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
CT O
nom.. nt0
T(+
TURBIDITY CURTAIN (PLAN VIEW)
STRING VIEW BAND
WATERBAR OUTLET (PLAN VIEW)
C3
0
CA
C
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
N N
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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
DRAWN:
v7'
ino
�
z
rL
NOTES:
w
�
0
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
J
LEGEND
O
ail
w V
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE – —
— — — — —
— – STORM SEWER
1p
TRENCH BREAKER/PLUG
NNz
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.
�W
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE
Z
3
TOPSOIL SEGREGATION AREA
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.
X X FENCE
n
Ld-
z
0
�U3
j
\
0
o
COMPOST FILTER SOCK
o
z
,�A, IIIIIIA!/A
FR?
UONTRSFWS STREAM CROSSING WITH ENHANCED
:Q
0294
z
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
z
DRAWN:
v7'
ino
�
z
rL
w
w
�
0
O
U
J
W
U
p
0
Z
DRAWN:
v7'
M_
�
APPROVED:
Z
GROUP ID
w
o_
D
0
N
N
to
z
J
U)
O
~
o
V1
J
N
O
ail
w V
W
LJJ
W +
J
z z
_
J 0
Of
W N
0
W N
f1 —
w
LLJ
a
NNz
0
Y
~�m
U)
o
�W
Z
U
Quo
Z
3
V)
C.D
co
=
p
0
=i
n
Ld-
z
0
�U3
j
\
0
o
�
o
z
,�A, IIIIIIA!/A
FR?
:Q
0294
z
-
• p :20
7��1,11f
0
!1147\
0
10/20/17
DRAWN:
GPT
M_
DLH1
APPROVED:
NET
GROUP ID
DRAWING NO.
D
E048
N
N
OF 189
J
o
O
~
J
N
O
Q
w V
W
W +
J
z z
_
J 0
Of
W N
<
W N
f1 —
w
LLJ
NNz
~�m
U)
o
�W
Z
0Om
0z
Quo
V)
C.D
co
=
00
0
=i
F- o
Ld-
z
0
�U3
j
Q
�
z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
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.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E048
48
OF 189

C�
0
LLJ
F-
0
D-
W
I
Ln
I
00
I
Ld
w
V)
rn
U
W
N
a -
Y
Q
m
V)
w
N
z
a-
m
U
W
z
0
N
C�
z
0-
0-
0-
It
-
0 -
0_D_
Ld
V)
I
It
W
N
Q
H
I
Q
I
U
z
Q
I
O
LO
Ln
I
O
Ln
O
0
z
W
J
LL_
0
Q
U
Cad
�i + - - LATD LAO MN CT� - L&0+0
/ilm +A
PROPOSED PERMANENT R.O.W. � w i� rn o o CA C_FI � cNn_ o w
PROPOSED TEMPORARY R.O.
x/1/1 N NN N
LA
W CID
N N ha + + N ha
N
(NO ol0 W N W O O O
STATIONING & ± ± 0 � -0 U � ± OD
OD CDI O t0 tD to t0 N
CONSTRUCTION LIMITS 11
N N N N N
o L4 LA
V
+ r Co o LL-18-058-AO04 + + +
w LL -18-058 vl ± N N o
Q) / („I LL -18-058-A001 o rn N/F LL-18-058-AO05 w LL -18-058-A006
N F I N/F I I I WOODROW W PITT JR TRUSTEE N/F �I I N/F
DONNA SUE RUFFNER JASON R & MARY S KOLESAR AND JOHN L PITT ROBERT M & PAMELA H JOYNER WILLIAM R & BARBARA RAY DEANS
PARCEL I.D. # 023147 I PARCEL I.D. # 022789I Ij-/JASON
LL-18-058-AO03 PARCEL I.D. # 300059 PARCEL I.D. # 041980 I I PARCELI.D. # 022453
2017 LF 487 LFN/F 2545 LF 102 LF 1867 LF
R & MARY S KOLESAR
PROPERTY OWNERSHIP PARCEL 16.2. F 300056
qSL
/ \ \ � I I � \ \ 61 -- �. , ll•Y , • � NO - - I I a1 1• 3.1. - • I _
\ ♦ : 1 1 \ � l ' \ \ - \ \ ; it ',' / `' �+
\\\ \ ♦
\);.'� ♦ / . 1 11 . y \ 1 1 �.��' EXISTING ROAD I 1
/ / \ �I MINOR UPGRADE \ -
Apr
♦ 1 \ � ® I IFA
INC
at
16
\ \ I iIIIIIII I� r
\\ J J I I // ` \ / I I \\ I I I I 1OF
I
/>
I I I I I I I _ _i _ ;� �n\ 11 /F l ♦ y1 / I I I I I // // K '
1
I — � / I • . I I 1/ 1 1 �
"o,
�
? I I I III I I I
1 1 /
N/F N
JASON R & MARY S KOLESAR487 LIF
PARCEL I.D. f 022789
l \ ^
PIPE SPECIFICATION
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLH1
U
W
p
NOTES:
C7
W
p
U
2230+30 II
2230+50
Z
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
N
Z
LEGEND
/ )
V �
O
N_
J
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
—J j
a
1p
TRENCH BREAKER/PLUG
0
Y
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.
DEANS RD�
DEANS RD
I
UNDERGROUND ELECTRIC
p
EXTRA WORK SPACE
n
TOPSOIL SEGREGATION AREA
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.
X X FENCE
o
z
,tll ltilllar�r
CAO
''{'f.
R
cj' � S H' /
p
:Q
=, �r'• .
7��1111f
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Lal II
N
I W
N
W
N
W
N
W41
N
N
�
N N
M
N
N
N
U7
WATER LINE
N
N
•N N
U7 01
N
01
N
01
N
01
N
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
W
O
O
OD
O
N
Cn
OD
O
N
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
O
OD
SANITARY SEWER
N
� O)
�
0
O
N
I
TYPE
O)
M
I
DD
I+ I I
N
-P.,
O)
p�
v
011111=0CULVERT
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
+
+
+
+
+
+
+
— — —
PROPOSED PERMANENT EASEMENT
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 O
0 0
O
0
O
0
O
0
0
O
0
O O
0 0
O
0
O
0
O
0
o
0
I
I
I
I
I
I
I
I
I I
II
I I
I
I
I
I
I
I I
I
I
I
I
I
�0
I
I
I
I
IZN
I
I I I
O I I
O
I I W
O O
Z N
v�
v LA
Z N
O En
Z N
Z N Z N I C
v� C7 C11 O 0
+,I
I ,-1+
I
mow.
.
��
Zo
..(
Zm
-4. ��' *to n o
. . Z4 oCl46
D
ZCw
8L4 .
0o
0�
Z+ Z±
�� . mac,, . n� Cl
W
W
a
W
a o
w W W _N
STRING VIEW BAND
la
I
v
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLH1
U
W
p
NOTES:
C7
W
p
U
D
In
Z
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
N
Z
LEGEND
/ )
V �
O
N_
J
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
—J j
a
1p
TRENCH BREAKER/PLUG
0
Y
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.
CL
E
UNDERGROUND ELECTRIC
p
EXTRA WORK SPACE
n
TOPSOIL SEGREGATION AREA
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.
X X FENCE
o
z
,tll ltilllar�r
CAO
''{'f.
R
cj' � S H' /
p
:Q
=, �r'• .
7��1111f
!1147\
Voo
COMPOST FILTER SOCK
Ma
z
Z\=
Z
o
U
j
UONTRSFWS STREAM CROSSING WITH ENHANCED
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
O
AREA OF NO DISTURBANCE
U
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLH1
U
W
p
CO
C7
W
p
U
D
In
Z
OF 189
7
L
w
w
CL
N
O
N
Z
o
/ )
V �
O
N_
J
\
ail
Q
Ld
Li.l +
2E PO
L f—
Z Z
J0Of
Q
—J j
a
Wvs0
0
Y
0
U
rd
CL
Z
3
p
n
~
I
NN
�
0
o
�wz
o
z
,tll ltilllar�r
CAO
''{'f.
R
cj' � S H' /
p
:Q
=, �r'• .
7��1111f
!1147\
0
10/20/17
DRAWN:
GPT
n
DLH1
APPROVED:
NET
CO
DRAWING NO.
D
E049
N
OF 189
N
J
o
O
~
J
N
O
Q
w V
IJJ
Li.l +
2E PO
J
o
Z Z
J0Of
—J j
a
Wvs0
Li.I N
0
N
rd
CL
z
~
m
NN
�
o
�wz
aom
Q M
p
O Z
N
Z
co_j
c)
Voo
Q
Ma
z
Z\=
Z
o
U
j
a
(i
Z
O
U
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
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.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E049
49
OF 189

LtJ
F-
0
ry
W
ry
I
LO
I
00
Ld
w
V)
rn
U
w
N
D-
D
Y
Q
m
D
N
C�
Z
0-
0-
0-
It
-
0-
D -
D_
w
V)
I
It
w
2
N
H
I
Q
I
U
Z
0
O
lf')
LC)
I
O
O
0
Z
W
J
LL_
0
Q
U
Cad
L/ / / 1 / 1 / 1 / / 1 / 1 /1 /• /1 /1 &--.d
D o Q� � D o coil PROPOSED PERMANENT R.O.W. PROPOSED 36" AP -2 PIPELINE
/�,� AN N AA--`` ��--``
�' ISI CD o PROPOSED PERMANENT R.O.W.
00
?276+67'T � T0
t U,
2276+72 1/ PROPOSED TEMPORARY R.O.W.
N N + + N N N N 1 CID A
+ N N N N N NN N N N N
N N N N N N N N W W W W W W W W L4
0) 14 N N v O v t0 t0 N t0 t0 O p N
tD O O O Cn I I Nv O O O v 00 tD O N V �I 00 0
STATIONING & g N+ + + + + + N + + ++ + + + +
rn m � v �+ + + w w rn cn TOPSOIL SEGREGATION AREA o rn ++ w+ + C,,
L4 w 2276+0(i I I +J tD tD O O rn � tD to w � w w
CONSTRUCTION LIMITS 2276+09
N N 01 N N Nil
N N N N N
N w LL-18-058-AO15 w w tw
+ + + + + + + N/F + + +
N LL-18-058-AO06 to Ln o 00 tD JAMES C & DEBORAH V JONES w to 0
CA o N LL -18-058-A006 rn LL -18-058-A007 v to LL -18-058-A010 CO PARCEL I.D. # 023584 °' "' LL-18-058-AO10
N/F I I N/F I N/F I LL -1 8-058-AO091 N/F 1 56 LF I N/F
WILLIAM R & BARBARA RAY DEANS WILLIAM R & BARBARA RAY WILLIAM R & BARBARA RAY N/F W A III & JAMES C JONES LL-18-058-AO14W A III &
PARCEL I.D. # 022453 I I DEANS I DEANS I SIDNEY HOWARD I PARCEL I.D. # 023645 I I I JAMES C JONES
1867 LF PARCEL I.D. # 022453 PARCEL I.D. # 038328 1 SHEARIN III 1780 LF N/F PARCEL I.D. # 023645
1054 LF 681 LF PARCEL I.D. # WILLIS EARL FISHER 612 LF
PROPERTY OWNERSHIP 2329 LF PARCEL I.D. L 022898
PIPE SPECIFICATION
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
DRAWN:
GPT
CHECKED:
DLH1
FNO_
2276+07
NOTES:
z
rL
E050
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
a
1p
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.
Z
RED OAK BATTLEBORO RD
4
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
o
2296+61
/ )
Z
Ld-
COMPOST FILTER SOCK
O
Z
N_
\
ail
USTREAM CROSSING WITH ENHANCED
Ld
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
2276+33
N ---RED OAK BATTLEBORO RD
CONTROLS ( COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
0
AREA OF NO DISTURBANCE
Y
�,----CL OF STREAM
SNAC001
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
N
N
N
N
N
N
N
N
N
N
N N N
N N N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
AS NEEDED
N
N
N
N
N
W
N
W
N
W
N
W
N
W
N
W
N
W
N
W
SURFACE WATER FLOW WITHIN ROW
N
W
N
W
N
W
N
W
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
01
+
01
V
V
V
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
V I V 00
I
+I
00
00
00
00
tD
tD
+�
CD
UD
CD
tD
�� +
O
O
O
O
O
+�
+��
+
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
+�
+
+
0
0
0
0
0
0
0
0
0
0
0 o O
0 Co
O
Co
O
Co
O
0
O
Co
O
Co
Co
0
o
0
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
o
o
O
ii
2275+90I RIGHT OF WAY
I
I
I
I I
W
I
IZW
O 4
pN
11G7
N
(D
tD tD
to
to
CD
.*+
�r�7�
�Z+
O
��
+
II I1��
O
�+
Z
�+ *+
Z Z
�+
ZLn
�+
Z
Z O
*N.
Z+
N.
N N
��
Z+
D
(7
Z ,
Dm
O
I �7+
Dom.
n�
D� D�
n n
DO
n
DO
n
DCn
n
DN
ON
Z
y
DU
Ow
STRING VIEW BAND
CD
0
I DN
N
N (A
(A
U
I I C' �
O
O
O
_n
N
�I
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
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
NOTES:
z
rL
E050
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
a
1p
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
o
N
/ )
Z
Ld-
COMPOST FILTER SOCK
O
Z
N_
\
ail
USTREAM CROSSING WITH ENHANCED
Ld
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS ( COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
�
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
,tIII n 1�Ilrrr
C) e SRH'
:Q
02 94
• Q :20 _
7��1111f !1147\
0
C)
Z
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
N
N7
z
rL
E050
W
OF 189
J
�
w
O
U
O
¢
W
N
U
p
Z Z
C7
_j
J N
a
W
0
a
p
U
O
In
Z
EW
w
J
m
7
L
w
V
O
CL
U
=U
o
N
/ )
Z
Ld-
V �
O
Z
N_
\
ail
Ld
L f—
N
Q
(L
Z
0
Y
0
U
Z
3
p
o
�
0
Z
,tIII n 1�Ilrrr
C) e SRH'
:Q
02 94
• Q :20 _
7��1111f !1147\
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
N
N7
DRAWING NO.
D
E050
N
OF 189
J
o
O
J
cn
O
¢
CU
LTJ z
N
W +
Z�
J
0
Z Z
_j
J N
a
_j
W vs
0
a
(n
NZ
O
m
EW
QZ
O0
J
m
QZ
0
V
R
co cj
U
=U
o
Y
Q
0
F- o
Ld-
z
o
Z
j
a
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E050
50
OF 189

W
F-
0
IY
W
IY
I—,
I
LO
I
00
Ld
w
In
rn
U
w
In
D-
D
Y
Q
m
LA N I I N N N N N N N N N N N L Lli
2371+17
W W W W W W N N w W w w w w N N W + 2371+44
c^'iI " I rn N3 CA (A � coo coo LLv Ln CA (A rn m � 2370+39L.
+ + 41 41 I + + + + + N + W W 0+0 N + + + + O \ \ N
0 0 o PROPOSED TEMPORARY R.O.W. o O 4 rn
N N CO CO 00 y oo O O V W c0 CL) V to w V
�T=zl
1Ti T�T1T� - i T1T17 `' /
m D C LnL P- PROPOSED PERMANENT R.O.W. D �^' p D p D
IoI �-` Q� a-` I PROPOSED 36 AP -2 PIPELINE aa--``
N > CA W PROPOSED PERMANENT R.O.W.CA o �_
U, T/T/T/ 1� /T 0) � ��
O7 PROPOSED TEMPORARY R.O.W. N N N N / 2372+60
L37?+ss
N N N N N N N � O N 11y�{0� N O � N N N
W W W W W W W + + W CNI W + + W W W
N N N j j . 00 LnNJ (n t�1�' Ln N W m m J
STATIONING & w + + w + + N — + + N + + w w w + + + + 2373+74
N o I� N a) 14 cn TOPSOIL SEGREGATION AREA Ln Ln CA 'm
+ 4 N + o o 00 o o o4 + LnLjj + + nNi nNi c0°i, 2373+99
CONSTRUCTION LIMITS o 0o N Cn w
N N V N N N N N N N N N N N N
LL -18-058-A018 w w w w w o w w w o w W
co r rn v N/F � 46� 00 o cp r w - OD N �°
+ + 'i + + + + + + + TI + + + r + +
LL -18-058-A010 0 00 co MARTHA S BENNETT N � LL -18-071 0 a, �, o
N 46 LL-18-058-AO17 N O V— Ln N N V O 000 C(0
N/F PARCEL I.D. 025084 N/F LL -18-058-A020 LL -18-073
I I� N/F I � I I LL-18-058-A018I I N I N/F I I LL -18-074
W A III & 679 LF LL -18-058-A019 LINDA E. FISHER N F /F N/F
JAMES C JONES GEORGE H & C S WADE PARCEL I.D. # 022876 / ROSEMARY REGES MARTHA CLAIRE EDWARDS SMOOT WILEY MAY &
PARCEL I.D. # 023645 I I STEPHENSON I N/F 1 334 LF I MARTHA S BENNETTI I PARCEL I.D. # 024633 I PARCEL I.D. # 023880 I I MICHAEL MAY
612 LF PARCEL I.D. # 035972 MARTHA S & TONY R BENNETT PARCEL I.D. # 025084 1275 LF 783 LF PARCEL I.D.
1111 LF PARCEL I.D. # 002128 257 LF 023837
PROPERTY OWNERSHIP ROW 2170SFY 871 LF
D
In
C�
Z
0-
0-
0-
It
-
IL0-
D-
w
In
I
It
w
In
Q
0_
I
Q
C�
I
U
Z
Q
I
O
LO
Ln
I
O
O
0
Z
W
J
LL_
0
Q
U
Cad
PIPE SPECIFICATION
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
DRAWN:
GPT
C)
DLH1
FNO_
NET
NOTES:
z
rL
E051
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
wI�
' J
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
2372+61 EDGE
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE – —
— — — — —
— – STORM SEWER
O
1p
2326+26 EDGE OF
I
I 2326+49 EDGE OF
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
COIR LOG
3.
4.
2350+84 EDGE
I
I 2351+04 EDGE
N
(n
/
Z
m
COMPOST FILTER SOCK
O
OF BIG JIM RD
N_
\
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
RED OAK BLVD
V2Y
RED OAK BLVD
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
OF T RKEY FOOT RD
`F
--OF TURKEY FOOT RD
d
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
ROADSIDE DITCH
8.
2372+30 EDGE
—G—G— EXISTING GAS PIPELINE
SAN
SANITARY SEWER
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
0111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
CNI
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
OF BIG JIM RD�
1
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
N
W
N_
N
W
N
N
W
N
N
W
N
N
W
N
N
W
W
N
W
W
N
W
W
N
W
N
W
W
N
W
N
W
N
W
N
W
PROPOSED GAS PIPELINE
N
W
N
WQ
CJI
N N
W W
CJI CJI
N• ••
W
CJI
N
W
CJI
N
W
CA
N
W
(A
N
W
(A
N
W
CA
N
W
CA
N N
W CA,
V V
N
W
V
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
N
O�
co
O
N
W
O
00
O
N
On
co
O
= N
On
co
O
N
On
co
O N
?
+
+
+
+I
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+
+
+
+
+
+ +
+
0
O
0
O
0
O
0
O
0
I O
0
O
0
O
0
O
0
o
0
O
0
O
0
O
0
O
0
O
0
O
0
O I
0 0
I O O
0
O
0
O
0
O
0
O
0
O
0
O
0
O
0 0
O O I
I
0
O
ZN
ZN
2351+45
OVERHEAD ELEC.
ZN ZN ZN
ZN ZN
N
ON
NI I
I N
0741
�, I
JL4
I Q
I=
v� (7C C7�
:ZN
vLn
0CD (70)
N
C7m
W
I
I Iry
O O
O
+III
O O
I�,+
oD
(T
+.
ZN
V
ZO
+'
CJI
001 I
I
Of 0) O
�+ �+ �+
Z� .2+ .. m
OD
�+
ZO
N W
�+ �+
Z Z�
W
�+
Z�
0-4
O
�,+, III_,+
00
O N
D
D
DOD .
o
D�
o
�•I+
O
N
2351+22
DO .D CD -4
W C0 W
V
W
Doo . Dom ,
W W
�
D
CID
y
STRING VIEW BAND
I
I
4m
I
I RIGHT OF WAY
w w w
W
w w
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
DRAWN:
GPT
C)
DLH1
FNO_
NET
NOTES:
z
rL
E051
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
wI�
' J
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE – —
— — — — —
— – STORM SEWER
O
1p
TRENCH BREAKER/PLUG
N
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
N
(n
/
Z
m
COMPOST FILTER SOCK
O
N_
\
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
Ld
V2Y
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
`F
j
d
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
0111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
CNI
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
I=>
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
02.94
• Q :20 _
0
Z
DRAWN:
GPT
C)
DLH1
FNO_
NET
GROUP ID
z
rL
E051
W
OF 189
�
w
O
U
wI�
' J
W
U
p
J
C31
O
W
cn
O
p
CU
LTJ z
N
U
J
In
Z
Zoo
JM
a
w
0
7
L
w
O
CL
N
(n
/
Z
m
)
V �
O
N_
\
ail
QZ0
Ld
V2Y
/1/
U
=
U o
L f—
d
F- o
a
Z
O
Z
`F
j
d
a
Y
U
Z
0
Z
0
CNI
o
0
z
02.94
• Q :20 _
0
10/20/17
DRAWN:
GPT
C)
DLH1
APPROVED:
NET
GROUP ID
DRAWING NO.
D
E051
V
OF 189
wI�
' J
N
J
o
O
J
cn
O
¢
CU
LTJ z
N
W +
J
Z Z
Zoo
JM
a
Jp�
W vs
0
a
C,
(n
O
m
NZ
�W
QZJ
OO
m
QZ0
V2Y
R
CD
U
=
U o
Q
0
F- o
IL d -
Z
O
Z
`F
j
a
IS',
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E051
51
OF 189

W
F-
0
ry
W
ry
I—,
I
LO
I
00
W
w
V)
rn
U
U-1
N
D
Y
Q
m
N
z
g
U
W
N
D
N
C�
z
0-
0-
0-
It
-
0-
0 -
D_
W
V)
I
It
w
2
N
H
I
C�
I
U
z
0
O
lf')
I
O
O
O
z
W
J
LL_
0
U
Cad
00
CD
N
CD N
PROPOSED TEMPORARY R.O.W.o w UI
�Z2T1- /Zl1T J� - C `r
PROPOSED PERMANENT R.O.W. o n PROPOSED 36" AP -2 PIPELINE
+ PROPOSED PERMANENT R.O.W. Ui +
777
tSTA. 2373+99 ZT/T/ /07STA.2374+2�/ ,PROPOSED PORARY R.O.W.
STATIONING &
CONSTRUCTION LIMITS
PERMANENT WATERBAR/SLOPE BREAKER
�--sTA. 2374+70
LIMIT OF DISTURBANCE
TOPSOIL SEGREGATION AREA
1cNi,_ WO Ln
© 2017 GAI Consultants, Inc.
m
Ep
TRENCH BREAKER/PLUG
FENCE (BSRF)
NOTE:
STREAM CROSSING
J
COIR LOG
O
J
COMPOST FILTER SOCK
O
m
n�
4
CD
STATIONING SHOWN ON
500
. . .
. . . . . . . . . . . . . . . . .
. . . .
. . . ... .
. . . . . ... . . . . . . ... . . .
. . .
. . . .
. . .
. . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . .
. . .
. . ... . .
600
THE DRAWING IS BASED
CID
+
±
SOIL TYPE
�W
CONSTRUCTION ENTRANCE WITH DITCH
:o . . . o
.
LL -18-075
NN
LL -18-076
GENERALIZED SURFACE WATER FLOW
ON SLOPE MEASUREMENTS.
0 CD
CD
I=>
SURFACE WATER FLOW WITHIN ROW
N/F
I
•
m
N/F
V
I LL -18-077
W W
W
500
. . .
. . . . . . . . . . . . . . . .
. . . .
. . . . .
. . . . . . . . . . . . . �;y . . .
. . .
. . . . . . . . . . . . .
. . . . .
. . . . . .
500
023837
PARCEL I.D.7F
I
PARCEL I.D. # 023854
I
PARCEL I.D. # 023833
CC00 D sl.)
I WILEY MAY
C"
CON
O
CA
156
897 LF
+ +
& MICHAEL MAY
+
.... M+
co
+ +
+
+
+
+
+
X00
......:'��''��
O
0
O O
0 0
O
o
o
O
0
0
o O
0 0
.:.
400
# 023839
0
0
PROPERTY OWNERSHIP
:O':
795 LF
m
.
:
'
. . . .
N:300
�.
W
300
O
m
NO
+♦
+Q
++
O.
+Q:
+:
. . . . . . +: :
.
+
+
++
OO
0
Q: : . . . . : p
p
Q: . . . . .
).
. . .
O'O
CD:
O O
O :O
X00
�r.—rr. —.
---
----
-----
.-.� _1.----
----
— —
200
5%.
:' :
<5%
:'
: <5% : <5%
:':'
<5% :
.' X5%:
PROFILE VIEW
100
STATION = 2377+35.09 AHD.
STATION = 2321+97.00 AHD.
[*1
D�
100
STATION EQUATION
:
: STATION EQUATION
HORZ• " = 200'
STATION = 2374+99.16 BK.
STATION = 2388+96.61 BK.
VERT: 1 " = 200'
STATION = 2377+35.09 AHD.
:STATION = 2321+97.00 AHD.
: ::::::.
' .......
0
• • ...
:.......
:.......
.......
:.
O
00
CD
N
CD N
PROPOSED TEMPORARY R.O.W.o w UI
�Z2T1- /Zl1T J� - C `r
PROPOSED PERMANENT R.O.W. o n PROPOSED 36" AP -2 PIPELINE
+ PROPOSED PERMANENT R.O.W. Ui +
777
tSTA. 2373+99 ZT/T/ /07STA.2374+2�/ ,PROPOSED PORARY R.O.W.
STATIONING &
CONSTRUCTION LIMITS
PERMANENT WATERBAR/SLOPE BREAKER
�--sTA. 2374+70
LIMIT OF DISTURBANCE
TOPSOIL SEGREGATION AREA
1cNi,_ WO Ln
BSRF
m
Ep
TRENCH BREAKER/PLUG
FENCE (BSRF)
O
STREAM CROSSING
J
COIR LOG
O
J
COMPOST FILTER SOCK
O
m
n�
4
CD
OCONTROLS
(COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
N
V
AT THE UPLAND/WATERBODY BOUNDARY
W v)
ROADSIDE DITCH
N
+
N
v
+
(n
NZ
CID
+
±
SOIL TYPE
�W
CONSTRUCTION ENTRANCE WITH DITCH
CD LL -18-074
coo
LL -18-075
NN
LL -18-076
GENERALIZED SURFACE WATER FLOW
N
0 CD
CD
I=>
SURFACE WATER FLOW WITHIN ROW
N/F
I
N/F
I
N/F
V
I LL -18-077
W W
W
W
WILEY MAY & MICHAEL MAY
W M(�r7: C�iJ0LA
8088YE J MAY
W
WILEY MAY & MICHAEL MAY
W
C4
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
023837
PARCEL I.D.7F
I
PARCEL I.D. # 023854
I
PARCEL I.D. # 023833
CC00 D sl.)
I WILEY MAY
C"
CON
O
CA
156
897 LF
+ +
& MICHAEL MAY
+
+
+ +
+
+
+
+
+
PARCEL I.D.
O
0
O O
0 0
O
o
o
O
0
0
o O
0 0
0
0
0
0
# 023839
0
0
PROPERTY OWNERSHIP
795 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 GAS PIPELINE
PROPOSED PERMANENT EASEMENT
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
WETLAND UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
m
Ep
TRENCH BREAKER/PLUG
FENCE (BSRF)
O
STREAM CROSSING
J
COIR LOG
O
J
COMPOST FILTER SOCK
O
m
n�
CU
W Z
N
OCONTROLS
(COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
JII)
AT THE UPLAND/WATERBODY BOUNDARY
W v)
ROADSIDE DITCH
a
IN PLACE OF BSRF)
N
Of
(n
NZ
o
CuB
SOIL TYPE
�W
CONSTRUCTION ENTRANCE WITH DITCH
Qz
OO
J
m
QZ
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
R¢
CO S2
0 CD
CD
I=>
SURFACE WATER FLOW WITHIN ROW
T(;
TURBIDITY CURTAIN (PLAN VIEW)
H0�
WATERBAR OUTLET (PLAN VIEW)
z
o
CCA
W W
W
W
W
W M(�r7: C�iJ0LA
GQ
W
W
W
C4
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
N
VD O
N
.
00
CD
CC00 D sl.)
C"
CON
O
CA
0
+
+ +
+
+
+
+ +
+
+
+
+
+
O
0
O O
0 0
O
o
o
O
0
0
o O
0 0
0
0
0
0
0
0
0
0
0
0
m
O
m
NO
W
STATION EQUATION
STATION EQUATION
STATION = 2374+99.16 BK.
STATION = 2388+96.61 BK.
STATION = 2377+35.09 AHD.
STATION = 2321+97.00 AHD.
[*1
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 EDGE OF GRAVEL
ACCESS ROAD
PROPOSED GAS PIPELINE
PROPOSED PERMANENT EASEMENT
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
WETLAND UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROPOSED GAS PIPELINE (NO GROUND SURVEY) 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 UATE EXISTING O
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.
z
w
0
U
W
U
z
w
W
CL
cn
z
0
V1
ail
w
,�1111t 1111 l,!
CAF?o
,
W1o294 -
l��lli i, 11147\
z
0
rL
w
U
W
0
C)
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
Ep
TRENCH BREAKER/PLUG
FENCE (BSRF)
O
STREAM CROSSING
J
COIR LOG
O
J
COMPOST FILTER SOCK
O
USFWS STREAM CROSSING WITH ENHANCED
CU
W Z
N
OCONTROLS
(COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
JII)
AT THE UPLAND/WATERBODY BOUNDARY
W v)
ROADSIDE DITCH
a
IN PLACE OF BSRF)
N
Of
(n
NZ
o
CuB
SOIL TYPE
�W
CONSTRUCTION ENTRANCE WITH DITCH
Qz
OO
J
m
QZ
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
R¢
CO S2
CULVERT/ACCESS ROAD WATERBARS
I=>
SURFACE WATER FLOW WITHIN ROW
T(;
TURBIDITY CURTAIN (PLAN VIEW)
H0�
WATERBAR OUTLET (PLAN VIEW)
z
o
�U3
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
a
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 UATE EXISTING O
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.
z
w
0
U
W
U
z
w
W
CL
cn
z
0
V1
ail
w
,�1111t 1111 l,!
CAF?o
,
W1o294 -
l��lli i, 11147\
z
0
rL
w
U
W
0
C)
w�
' J
04
J
o
O
J
cn
O
¢
CU
W Z
N
W +
Zoo
J
Z Z
J0of
JII)
a
W v)
af
a
Of
N
Of
(n
NZ
o
m
�W
Qz
OO
J
m
QZ
0
VY
R¢
CO S2
=
00
U
0
Maz
U)
H0�
z
o
�U3
j
a
N
Z
0
V /
Z
O
U)
w
IY
SCALE: AS SHOWN
DATE: 10/20/17
DRAWN: GPT
CHECKED: DLH1
APPROVED: NET
gal consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT NOJDASH NO.
C140468
TASK N0. SUB TASK N0.
005 I 00
GROUP ID DRAWING NO.
D E052
52 OF 189

C.7
W
F-
0
D_
W
D_
I
Ln
I
DD
I
W
W
V)
rn
U
W
N
D-
D
Y
Q
m
D
N
C�
z
0-
0-
0-
It
-
0-
0 -
D_
W
Ln
I
It
W
2
N
I
Q
C�
I
U
z
Q
c�
I
O
Ln
Ln
I
O
O
0
z
W
J
LL_
0
Q
U
Cad
/
0000
i
N
IAYaM
EL LD. # 023033
U7 LF
PIPE SPECIFICATION
\
i'Ati.
477-7/777-7o7� K /
r J \
kid
fro—
>
//-- \ \ \i \ \ = ��� \\ \ \ I 1 I I I --154
\ \ 1 \ \ r /
1 \
f I I 1\ \\ \\ �\ - ;l; l _-��, \ \\`-/ i/---� \� _iss
��
_ ` 1
1-11 loo,
loo -
I II I \\ ____ -_
_166_'IL
\ '''
_164 -CS; CN C14
C11 or
166
00
�f /!< mss/ �/ \\ \1 � � \\' -� / \ �`♦ / / / / / ---� L _ �/ // /• � �\1��, -. •L //// /
t / / � 2 �\ '� � — � 4i
t / / 1 X2,4 �2 1 1 / / / / \ \ - -186 -184- - - - - / i / / f / ,� > > ) / / /200IN, 200 400
I I II
2337+34 I I 2337+68 I I WETLAND WNAH021F
N OLD CARRIAGE RD�, I N OLD CARRIAGE RD
ly I
w w w w w w w w w w w w w w w w w w w w w w w w w w w w w
LA LAl w 4 46 � Ln Ln Ln Ln Ln jI I I M M m rn rn _j .I � -4 � Co Co Co Co
N 41 C1 CD O N O) DD O N O OD O N O) OD O N 01 OD O N 41 (r
O O O O I I I I O O O O O O O O O O
0 O I I I I O O O O O O O O 0 o
0 o O O O O
0 O o o 0 0 0 o O o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
I I I I I I I I I I I I I I I I I II I I I I I I I I I I
I I 2358+61 EDGE OF I 2358+90 EDGE OF
J------:,UNTER
HUNTER HILL RDHHILL RD 2377+23
I I I10 N �I I= CL STREAM SNAH008�I I z w
= N w w 2358+45 1 o N v-4
O+ I I I10 + RIGHT OF WAY I I I o Z+
-'v1+ .=COD
a I I a V 2358+45 I I D m N
STRING VIEW BAND OVERHEAD ELEC.
z
DRAWN:
V /'
FNO_
�
z
rL
CA
O
�
w
I
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
LEGEND
PO
ail
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
CN,, LL -18-080
N
�,
w
w
w
¢
w
a w
LLL+
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.
to T
E
UNDERGROUND ELECTRIC
+
+ LL -18-82
+
TOPSOIL SEGREGATION AREA
Ln
+
Ln
+
+
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.
&LISA H. HILL
± WILLIAM ROBERW
n
m
CCA -4 V
rn
o
LL
Ln
o
LL -18-083
N
o
4 PARCEL I.D. # 048615
± �
N11
N
_ 81
RUTH
I
I
N F-083
U,
o)
I I
N/F
02 94
Z
O
5.
4302 SFI
LL -18-077 OW ONLY
STREAM
I
�LLN/F
E.
MOORE
I
SARA FRANCES
JONES RODRIGUEZ
o
O
I I
SARA FRANCES
JONES RODRIGUEZ
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
N/F
(i
rn
cn
RUTH E.
MOORE
ARCEL I.D.
Z
PARCEL I.D. #024426
AT THE UPLAND/WATERBODY BOUNDARY
PARCEL I.D. #024426
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
WILEY MAY & MICHAEL MAY
SANITARY SEWER
PARCEL I.D.
#024018
1737 LF
=CuBSOIL
TYPE
3646 LF
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
PARCEL I.D. #023839
_,
#024020
141 LF
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
PROPERTY OWNERSHIP795
LF
AS NEEDED
190 LF
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
/
0000
i
N
IAYaM
EL LD. # 023033
U7 LF
PIPE SPECIFICATION
\
i'Ati.
477-7/777-7o7� K /
r J \
kid
fro—
>
//-- \ \ \i \ \ = ��� \\ \ \ I 1 I I I --154
\ \ 1 \ \ r /
1 \
f I I 1\ \\ \\ �\ - ;l; l _-��, \ \\`-/ i/---� \� _iss
��
_ ` 1
1-11 loo,
loo -
I II I \\ ____ -_
_166_'IL
\ '''
_164 -CS; CN C14
C11 or
166
00
�f /!< mss/ �/ \\ \1 � � \\' -� / \ �`♦ / / / / / ---� L _ �/ // /• � �\1��, -. •L //// /
t / / � 2 �\ '� � — � 4i
t / / 1 X2,4 �2 1 1 / / / / \ \ - -186 -184- - - - - / i / / f / ,� > > ) / / /200IN, 200 400
I I II
2337+34 I I 2337+68 I I WETLAND WNAH021F
N OLD CARRIAGE RD�, I N OLD CARRIAGE RD
ly I
w w w w w w w w w w w w w w w w w w w w w w w w w w w w w
LA LAl w 4 46 � Ln Ln Ln Ln Ln jI I I M M m rn rn _j .I � -4 � Co Co Co Co
N 41 C1 CD O N O) DD O N O OD O N O) OD O N 01 OD O N 41 (r
O O O O I I I I O O O O O O O O O O
0 O I I I I O O O O O O O O 0 o
0 o O O O O
0 O o o 0 0 0 o O o O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
I I I I I I I I I I I I I I I I I II I I I I I I I I I I
I I 2358+61 EDGE OF I 2358+90 EDGE OF
J------:,UNTER
HUNTER HILL RDHHILL RD 2377+23
I I I10 N �I I= CL STREAM SNAH008�I I z w
= N w w 2358+45 1 o N v-4
O+ I I I10 + RIGHT OF WAY I I I o Z+
-'v1+ .=COD
a I I a V 2358+45 I I D m N
STRING VIEW BAND OVERHEAD ELEC.
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
DRAWN:
V /'
FNO_
�
z
rL
NOTES:
w
o_
�
w
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
LEGEND
PO
ail
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
— — PROPERTY LINE - —
— — — — —
— - STORM SEWER
O
¢
1p
TRENCH BREAKER/PLUG
LLL+
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.
pr)
M
E
UNDERGROUND ELECTRIC
of
w
EXTRA WORK SPACE
Z
3
TOPSOIL SEGREGATION AREA
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.
X X FENCE
n
m
NN
�
o
�W
\
0
o
COMPOST FILTER SOCK
o
o
z
V)
Z
co
CA ,ill llilll,,,,
U 00
SRH'
Ma
z
UONTRSFWS STREAM CROSSING WITH ENHANCED
02 94
Z
O
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
�
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
(i
AREA OF NO DISTURBANCE
Z
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
SCALE: AS SHOWN
DATE:
z
DRAWN:
V /'
FNO_
�
z
rL
W
w
o_
�
w
O
U
W
U
p
SCALE: AS SHOWN
DATE:
Z
DRAWN:
V /'
0
�
APPROVED:
Z
GROUP ID
w
o_
D
0
LO
N
z
V � / /1
0o
O
N_
\
PO
ail
LJJ
N
J
L -f/1/
—
O
~
Q
J
N
O
¢
a
LLL+
0
Y
Zz
pr)
M
Of
U
of
w
Li.I N
Z
3
N
�_ —
LLJ
p
�
z
n
m
NN
�
o
�W
\
0
o
Qu
o
o
z
V)
Z
co
CA ,ill llilll,,,,
U 00
SRH'
Ma
z
z\=
02 94
Z
O
U
7��1111f
!1147\
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
0
DLH1
APPROVED:
NET
GROUP ID
DRAWING NO.
D
E053
LO
OF 189
0o
PO
N
J
o
O
~
J
N
O
¢
w V
L
LLL+
z
J
Zz
pr)
M
Of
Jo
w
of
w
Li.I N
N
�_ —
LLJ
�
z
~
m
NN
�
o
�W
Z0Om
Qu
o
�z
V)
Z
co
c)
=
U 00
Q
Ma
z
z\=
Z
O
U
�
(i
Z
O
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E053
53
OF 189

O
LL.I
F-
0
ry
W
ry
I—,
00
I
U
n
LO
I
w
w
V)
rn
U
w
N
Y
Q
m
D
N
C�
Z
0-
0-
0-
It
-
0-
D -
D_
Ld
V)
I
It
Ld
N
Q
I
Q
C�
I
U
Z
0
PIPE SPECIFICATION
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
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
NOTES:
z
rL
E054
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
W
2426+83
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
2438+85
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE — —
— — — — —
— — STORM SEWER3.
JM
1p
TRENCH BREAKER/PLUG
0
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
9999999999999
STREAM CROSSING
w
COIR LOG
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.
X X FENCE
ELEC OVERHEAD
R
CD
/
EDGE OF REGES RD
Q
O
COMPOST FILTER SOCK
O
F- o
Ld-
N_
\
ail
USTREAM CROSSING WITH ENHANCED
Ld
a
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS ( COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
2427+31
Z
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
n
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
ELEC OVERHEAD
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
N N
W W
N
W
N
W
N
W
N
W
N
W
N
W
N
C1
N
C1
N
C1
N
C1
N
C1
N
N
N
N
N
N
N
N
N
N N
Lw
N
Lw
N
Lw
N N N
Lw Lw
PROPOSED GAS PIPELINE
00 OD
UI rn
OD
OD
(O
O
(O
N
(O
�
(O
rn
OD
OD
O
O
O
N
O
�
O
rn
O
Oo
O
N
�
rn
Oo
N
O
N
N
N
�
N
rn
O O OD W
= = OD O
W
N
W
�
W W W
rn OD to
+ +
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+
+ +
+
+
+ + +
0 0
0 0
0
0
0
0
0
0
Cl
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
2399+43
r-
2438+78
EDGE OF
I
Ln
I
I z
o. o
I
RIGHT OF WAY
JII
PIG BASKET CREEK
O O
_ _ o N
z
SNAH009
oo
o
Ln Ln.
+
o W .
I I
2399+73
V)
' z�
D 2 y�
D�
z+'
STRING VIEW BAND
PIG BASKET CEDGE REEK
SNAH009
o
N
N N
mND
[5 ---'WET 2427+56
WNAH022E
N
0
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
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
NOTES:
z
rL
E054
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE — —
— — — — —
— — STORM SEWER3.
JM
1p
TRENCH BREAKER/PLUG
0
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
9999999999999
STREAM CROSSING
w
COIR LOG
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.
X X FENCE
N
R
CD
/
Z
Q
O
COMPOST FILTER SOCK
O
F- o
Ld-
N_
\
ail
USTREAM CROSSING WITH ENHANCED
Ld
a
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS ( COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
Z
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
n
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
04
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
z
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
C)
Z
DRAWN:
GPT
CHECKED:
DLH1
FNO_
NET
w�w1
z
rL
E054
W
OF 189
�
w
O
U
O
W
cn
U
p
CU
LTJ z
C7
W +
ZU
J
o
W
JM
p
W vs
0
U
V/
Z
(n
NZ
O
w
m
7
L
w
QZ
OO
O
CL
N
R
CD
/
Z
Q
O
)
V �
O
F- o
Ld-
N_
\
ail
j
Ld
a
L f-
Q
a
N
Z
0
Y
0
U
Z
3
p
n
04
o
0
o
z
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
w�w1
DRAWING NO.
D
E054
V
OF 189
C*4
J
O
O
J
cn
O
¢
CU
LTJ z
N
W +
ZU
J
o
Z Z
J0Of
JM
a
W vs
0
a
(n
NZ
O
m
�W
QZ
OO
J
m
QZo
U)
R
CD
U
2z
Q
O
F- o
Ld-
z
o
Z
j
a
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E054
54
OF 189

V
w
0
ry
LLI
ry
n
00
I
U7
u
Ln
I
U7
I
V)
bi
N
rn
U
Ld
V)
N
J
J
D
LL -
1 -11L
U
W
N
i
V)
W
N
0
W
ry
0
V)
Ld
D
N
C�
Z
0-
0-
Q
I
0-
0_
Ld
V)
I
It
W
N
H
I
Q
C�
I
U
Z
0
O
lf')
Lf')
I
O
O
0
Z
W
J
LL_
0
Q
U
Cad
41 41 41
P6 Cn
Ln
N W �
± U:) to ± ? ?
W OD D v +
7 7
C L 0 V PROPOSED 36" AP -2 PIPELINE
� o �T
cn
0
N t Ln
+ + +
C" w
STATIONING & �o N + W CD 0
CONSTRUCTION LIMITS
�, N + + + �, + + + PROPOSED TEMPORARY R.O.W.
4 OD O (m m N46 -11 C71 4
N
�v PROPOSED PERMANENT R.O.W.
IAL0o Qw v+ AJ
CD Ln � 46 PROPOSED PERMANENT R.O.W.
PROPOSED TEMPORARY R.O.W.
46
ha
Ln w to L
Cm
4 Ln N N
2488+ 8707 I I I I
00
II II
+ I I I I _L6
N
to
^'
Z
DRAWN:
GPT
FNO_
DLH1
LL -18-097
rL
NOTES:
D
�
N
O
U
LA
L4
to
LIMIT OF DISTURBANCE
Ln
+
O) CA
+ +
O) C)
+ LL -18-096 +
N/F
-I
+ LL -18-099
LL -18-100
Q
00
°D
+
to
(" o
+
BELTED SILT RETENTION
1.
+
00
o
LL -18-094
00
rn
O N
LL -18-096 cng cn
w N/F
CHRISTOPHER R.
o
N
N/F
2.
v
N
to
cn
^'
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
I
N F
/
RACHAEL POWELL ERVIN
I
N/F �
STEVEN A. NEWCOMBE
I I
& HEATHER B. VANN
PARCEL I.D. #303644
WESTHAMPTON ESTATES LLC
STEVEN A. NEWCOMBE
LL -18-101
I
I
N
Y
Q
COMPOST FILTER SOCK
z
PARCEL I.D. #002829
STEVEN A. NEWCOMBE
PARCEL I.D. #103285
274 SF
PARCEL I.D. # 046305
PARCEL I.D. #032061
N F
F
a
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
I
2036 LF
I
PARCEL I.D. #103285
I 585 LF I
LL -18-096
I ROW ONLY
1777 LF
THREE TD
LTD ----.
I
I
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
60 LF
ROADSIDE DITCH
8.
319 LF ro
_G—G— EXISTING GAS PIPELINE
STEVEN A./NEWCOMBE
237 SF
PARTNERSHIP
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
011111=0CULVERT
PARCEL I.D. #103285
PARCEL I.D. #021051
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
PROPERTY OWNERSHIP
AS NEEDED
GENERALIZED SURFACE WATER FLOW
10.
118 LF
2327 LF
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
=>
PIPE SPECIFICATION
2439+18
ftyOl NO+ 8 NN+ N+I NC+AI NNI NNI NNI NNI NNI NNI NNI NNt C IIC NNI NNI NNI NNI NNI NN NNI NNI NNI NNI NNI NI 2489+79 NI II II II I I +
15
EDGE OF REGES RD STATION EQUATION EDGE OF 164 EDGE OF
16N+_4
STATION = 2473+06.25 BK. WESTBOUND EASTBOUND
STATION = 2471+45.54 AHD. i
1 41 46
46 41
4, 41 Cn to
tN+_o
00 O 46 C 00 O 46 O OD O 46 A 00 O 46 O OD w
+ + + + + _ m
N N N NX
t.
zo2439+3
RIGHT OF WAY = N I I I 2490+95
IDN IzN zNl IN �wI I�w�, I ISN STATION EQUATION o+ �+ +I RIGHT OF WAY
o . 0 4'. cin o+ o+ C). v-4 STATION - 2478+66.93 BK. v m 46 I I I CD 2491+00
co w rn+ I I Na Ln ++ STATION = 2478+31.53 AHD. D �`) I I I I FENCE
OF
D w D CD = m M ODom _n tO=� 2488+72 oX
STRING VIEW BAND N N N N FENCE zv
4i w m m_n I k _n _n
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
DRAWN:
GPT
FNO_
DLH1
z
rL
NOTES:
D
�
w
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
C7
LEGEND
W
p
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
— — PROPERTY LINE – —
— — — — —
— – STORM SEWER
CL
1p
TRENCH BREAKER/PLUG
0
Lda
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.
Of
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
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.
X X FENCE
V
R
co cj
U
000
Y
Q
COMPOST FILTER SOCK
z
F- o
z
o
zU3
USTREAM CROSSING WITH ENHANCED
a
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS ( COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
Z
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
=>
SURFACE 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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
n
04 o
0
z
V /
Z
O
U)
>1W
it
O
O
Z
DRAWN:
GPT
FNO_
DLH1
z
rL
W
D
�
w
O
U
W
U
p
C7
o
W
p
U
Q
Z
N
w
W
CL
a
to
0
Lda
z
Of(Z
O
Of
Ln
O
ail
m
w
:z
n
04 o
0
z
V /
Z
O
U)
>1W
it
O
O
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
M
D
E055
55
C"
C*4
J
o
O
J
O
Q
CU
Ld Z
N
W +J
Zoo
Z Z
Jpfif
J
Ld
a
W vs
M
0
Lda
Of(Z
NN
Of
(�
NZ
O
A
m
:z
QZ
OO
J
�W
m
QZ
0
V
R
co cj
U
000
Y
Q
z
F- o
z
o
zU3
j
a
Cn
Z
O
U
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - INC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E055
55
OF 189

C.7
0
Lii
F-
0
Dc
LLI
D_
00
I
U
n
LO
I
w
w
N
o)
U
W
V)
Y
Q
m
N
z
rn
U
w
c�
z
D
N
C�
Z
0-
0-
0-
It
-
0-
0 -
D_
Ld
V)
I
It
w
N
I
Q
C�
I
U
Z
Q
I
O
LO
Ln
I
O
O
0
Z
W
J
LL_
0
Q
U
Cad
NOTE:
STATIONING SHOWN ON
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS.
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
(ll 2514+41 2515+03/ �� '
o PROPOSED TEMPORARY R.O.W. o
2514+48 2515+10 N N
^^^ /�`/ 1 254+54 251b+16A L4
N N N N N r r r r r � to
? CNT U UNi LL" + + CN71 (NJ,
w rTOPS0IL SEGREGATION AREA ISI o J o 4 w
+ + + N + + N j F\ Iz j N +I + + + J + + +
STATIONING & o w 1; $ N L + + + of t 41 o o OD
CONSTRUCTION LIMITS
ha
cn N (11 N N N w LL -18-106 � Ln Ln
O 4 LSD r co m N/F W W
c+o LL -18-101 N r- o+o LL -18-103 + _n + c+n ROBERT A. c+,,, + L"n LL -18-108
CA N/F N -N N/F W Ln LL -18-105 0 & EVELYN GLOVER c" O N/F C71
LL -18-102
THREE MR. LTD CAROLYN R. I I EGGERS I I N/F I PARCEL I.D. #106340 LL -18-107 I I CLARENCE H. DOZIER
PARTNERSHIP PARCEL I.D. #106589 KAMLAR CORPORATION 685 LF N/F PARCEL I.D. #003799
N/F PARCEL I.D. #021051 I I 1389 LF I I PARCEL I.D. #003320 I ROBERT A. I I 846 LF
CAROLYN R. EGGERS 2327 LF 715 LF & EVELYN GLOVER
PARCEL I.D. #02148
PROPERTY OWNERSHIP 523 SQ FT PARCEL I.D. #002464
15 LF
EXISTING ROAD
EXISTING ROA - \\ y� MAJOR UPGRADE
MAJOR UPGRADoo
AWLbi
•. I � � � . - � l 11 /� lI � /(lizrIII�-�! // // /�� -,/ / �' _ I , `' ,r �
� / / / 1 \ ,. ]< < 1 I •- -, •• � , \� — •- -192- / .: • I I I
\ I •. \ \ i
ma
\}
PIPE SPECIFICATION
li it I i'
0
ao O
N N N N N N N N N N N —I m N N I I I I N N N N N N N I I N N N N N N N N N N
46 41 41 41 cn cn cn cn cn cn cn v � cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn cn
t0 CO CO CO O O O O O � � � W W 46 46 46 46 _12600 O
W � O O OD O N DWI S I I I I I
O OD O N _p.O OD O N _p.O OD O N _126O v
O o 0 0 0 0 0 0 0 0 o D(�W o I I o 0 0 0 0 0 o I o 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O OF—
m N� O
O O O O O O O O O O O O O O O O O
WN
� � v A 2529+35 � • �
� 00 � LnI I � Ln= NN I RIGHT OF WAY 2536+57 I �
N N I I 46 2529+35 ELEC OVEREAD �
�. 0oc�o �+I I IIS+ owl I ELEC OVERHEAD v� v�
N� • j >0+ D N D 00 -n w 2529+35 +AGO 8 ---------z: � + • • � +
Z a, M n co'„ 2514+39 S I I I I S 2514+66 D I I FENCE CL STREAM SN
y� • D
� mn EDGE OF RT 1770 EDGE OF RT 1770 2528+96 _<2529+16 2536+74 c� �'
Ln • c� 46
STRING VIEW BAND C?� N EASTERN AVE EASTERN AVE EDGE OF KAMLAR q EDGE OF KAMLAR RD CL STREAM SNAG007 0 0
v o � Cn
sq
DLTH K■ LUIiCIQ
EL Le- i ie
- 1JykiiC�� ♦� �' / — — 1 I
—776
a
�\II HitIll! 1 I 1 <�
\Ill 11 I I III
l�Il 1 I/ / I I
IMF. ' \
Aa
PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE NOTES:
LEGEND Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF 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- 1p 03-2014 THRU 11-07-2014.
PROPERTY LINE - — — — — — — — - STORM SEWER 3. IMAGERY TAKEN FROM GOOGLE EARTH.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA 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
FENCE E UNDERGROUND ELECTRIC o STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
X X COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
USFWS STREAM CROSSING WITH ENHANCED 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
STREAM W WATER LINE o CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. O AT THE UPLAND/WATERBODY BOUNDARY 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
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
CULVERT AS NEEDED *0DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL WETLAND (�{ UTILITY POLE 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓ CULVERT/ACCESS ROAD WATERBARS IJ\ 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 MAYBE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND
z
in o
z rL
w w
DRAWN:
GPT
CHECKED:
DLH
APPROVED:
NET
GROUP ID
�
E056
O
U
W
U
p
coJo
�
U_o
Q
Maz
Hp�
Z
o
g��
j
Q
rn
�� SRH'
(~n
:Q
� 02'94
Z
-
7��1111f
!1147\
T(+
PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
�
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.
SCALE:
DRAWN:
GPT
CHECKED:
DLH
APPROVED:
NET
GROUP ID
�
E056
O
U
W
U
p
SCALE:
DRAWN:
GPT
CHECKED:
DLH
APPROVED:
NET
GROUP ID
DRAWING N0.
D
E056
56
OF 189
coJo
�
U_o
Q
Maz
Hp�
Z
o
g��
j
Q
rn
�� SRH'
(~n
:Q
� 02'94
Z
-
7��1111f
!1147\
SCALE:
DRAWN:
GPT
CHECKED:
DLH
APPROVED:
NET
GROUP ID
DRAWING N0.
D
E056
56
OF 189
coJo
�
U_o
Q
Maz
Hp�
Z
o
g��
j
Q
rn
(~n
Z
AS SHOWN
DATE: 10/20/17
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
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 N0.
C140468
TASK N0.
SUB TASK N0.
005
00
GROUP ID
DRAWING N0.
D
E056
56
OF 189

c�
0
LI_i
F-
0
D_
W
o-
00
I
U
Ln
I
I
w
w
N
o)
U
W
N
Y
Q
/.
W
N
w
N
z
a-
rn
U
W
V)
0
z
0
D
N
C�
z
0-
0-
0-
It
-
0-
D -
D_
Ld
V)
I
It
Ld
2
N
Q
H
I
Q
C�
I
U
z
Q
I
O
LO
Ln
I
O
Ln
O
0
z
W
J
LL_
0
Q
U
Cad
� N
+ +
PROPOSED TEMPORARY R.O.W. W
T/
PROPOSED PERMANENT R.O.W.
PROPOSED PERMANENT R.O.W. ±
/T
PROPOSED TEMPORARY R.O.W.
TOPSOIL SEGREGATION AREA
�—
STATIONING & w 471
CONSTRUCTION LIMITS 14 CP
N
N
J
W
+
/ L
PROPOSED 36" AP -2 PIPELINE
Z/ZL
Ln
0
N
U+
7 =7—/ 7 T/T/ =l
N
�o
/ 2588+92
25��+1z
25 9+32 /
N
J
�\ 00 v
\Q\ 1
Z
rL
0
UNi
w
U
CA rn
rn
W
p
v
C31
W
p
U
w V
E057
+
O
+ +
LOD
�
O
co y
LEGEND
00 W
N
n7
Q
I
BSRF
0w0
OD
N
N
J
W
+
/ L
PROPOSED 36" AP -2 PIPELINE
Z/ZL
Ln
0
N
U+
7 =7—/ 7 T/T/ =l
N
�o
/ 2588+92
25��+1z
25 9+32 /
N
J
�\ 00 v
\Q\ 1
111 ol 14*14<1
f 1 I/ I �♦
_j 1 / 1 1 (� I
� I I�
11\ \ \ I I
4*4
I I I 1 1 I I � . / /.• , i/ •. / fl
I I I I, I / 41*
/
I
/ /
�o ro i N8
CD cp
100,
10
h 0a
Lf /
cp
6 /
1 1
— 174
/
PIPE SPECIFICATION
/
' 1
/ \ /
'00♦ / /�
D
ZT1•trrn,,,,
w
11L �
S- S d
X'.?, � - -
411
F F-
<
y,'�,•,•,',• LL -18-120
- N/F
RISTOPHER C. Man
LIL 4Iaf
Q
I
N
OAK LEV& PROPMES \
PARCEL IA. E 1 \ ✓ I
PA= LTO
2587+81 2588+11
EDGE OF RT 1700 EDGE OF RT 1700
OAK LEVEL RD x OAK LEVEL RD
N N N N N N N N N N N N N N N N N N N N N I I NI I N N N N N N N
Cn N U1 U1 U1 U1 UI UI UI UI Ul Ut Ut Ut Ut Ut Ut 00 00 00 00 00 Ut Ut Ut Ut Ut O� C)
4 00 CP CP CP (P 00 CD IQ Of Of 00 CD J J J 00 OD 00 00 00 00 coD IQ c0 co c0 CD O_
J DO O N � Of DO O N � 'Of DO O N � Of DO O N � Of DO O N � Of DO O
+ + + o + + + + + + + + + + + + + + + + + + I I+I I + + + + + + +
0 0 0 = 0 0 0 0 0 0 o I to I o 0 0 0 0 0 0 0 0 CD I of 0 0 0 0 0 0 0
m c� ^, I I 2588+32
m I I I 00
RIGHT OF WAY
0 cin = y rn�' rn O rn ha + I 1112588+39
m+ v� �+6 >0 �In + �+ CA FENCE
o8 IIx
STRING VIEW BAND N C
m L m
Z
rL
0
W
�
O
w
U
m
rn
W
p
v
C31
W
p
U
w V
E057
Z
O
PERMANENT WATERBAR/SLOPE BREAKER
LOD
�
O
N
Z
LEGEND
V � / /1
O
N_
Ld V
LLl z
Q
LL- 18-113
BSRF
0w0
OD
1.
Ln
PROPERTY LINE – —
— — — — —
N4
+„ LL -18-108
N+o
LL -18-109
1p
0+0
-4
LL -18-111
w
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 m
w
LL -18-114
w
EXTRA WORK SPACE
p
o
CD
N/F N/F
U
�I
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.
rnl
DAVID L. ROSE ET AL
Ln
�90 ." SRH'
N/F
:Q41
02 941
1. :20 7..1` 11
'r,�T � . µl:.8• �\,,,
l�llll
CLARENCE/H. DOZIER
Q
THREE MR LTD PARTNERSHIP
LL -18-110
I�
DWIGHT A.HARPER SR.
PARCEL I.D. #038776
IN
RANDALL B. PRIDGEN TRUSTEE OF
UONTRSFWS STREAM CROSSING WITH ENHANCED
PARCEL I.D. #003799
5.
PARCEL I.D. #005569
I
N/ F
W
I I
PARCEL I.D. #302283
1219 LF
I
I
I
LAMBERT GS TRUST
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
846 LF
1192 LF
CAROLINA COASTAL
1057 LF
AT THE UPLAND/WATERBODY BOUNDARY
ROADSIDE DITCH
8.
PARCEL I.D. #302830
_G—G— EXISTING GAS PIPELINE
SAN
SANITARY SEWER
RAILWAY INC.
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
1702 LF
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
PARCEL #303876
I.D.LF
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
t
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
AS NEEDED
GENERALIZED SURFACE WATER FLOW
PROPERTY OWNERSHIP
`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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
IJ\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
111 ol 14*14<1
f 1 I/ I �♦
_j 1 / 1 1 (� I
� I I�
11\ \ \ I I
4*4
I I I 1 1 I I � . / /.• , i/ •. / fl
I I I I, I / 41*
/
I
/ /
�o ro i N8
CD cp
100,
10
h 0a
Lf /
cp
6 /
1 1
— 174
/
PIPE SPECIFICATION
/
' 1
/ \ /
'00♦ / /�
D
ZT1•trrn,,,,
w
11L �
S- S d
X'.?, � - -
411
F F-
<
y,'�,•,•,',• LL -18-120
- N/F
RISTOPHER C. Man
LIL 4Iaf
Q
I
N
OAK LEV& PROPMES \
PARCEL IA. E 1 \ ✓ I
PA= LTO
2587+81 2588+11
EDGE OF RT 1700 EDGE OF RT 1700
OAK LEVEL RD x OAK LEVEL RD
N N N N N N N N N N N N N N N N N N N N N I I NI I N N N N N N N
Cn N U1 U1 U1 U1 UI UI UI UI Ul Ut Ut Ut Ut Ut Ut 00 00 00 00 00 Ut Ut Ut Ut Ut O� C)
4 00 CP CP CP (P 00 CD IQ Of Of 00 CD J J J 00 OD 00 00 00 00 coD IQ c0 co c0 CD O_
J DO O N � Of DO O N � 'Of DO O N � Of DO O N � Of DO O N � Of DO O
+ + + o + + + + + + + + + + + + + + + + + + I I+I I + + + + + + +
0 0 0 = 0 0 0 0 0 0 o I to I o 0 0 0 0 0 0 0 0 CD I of 0 0 0 0 0 0 0
m c� ^, I I 2588+32
m I I I 00
RIGHT OF WAY
0 cin = y rn�' rn O rn ha + I 1112588+39
m+ v� �+6 >0 �In + �+ CA FENCE
o8 IIx
STRING VIEW BAND N C
m L m
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLH1
U
W
p
NOTES:
C31
W
p
U
D
E057
Z
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
N
Z
LEGEND
V � / /1
O
N_
Ld V
LLl z
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE – —
— — — — —
— – STORM SEWER
a
1p
TRENCH BREAKER/PLUG
0
Y
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.
�wz
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE
p
TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
U
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.
X X FENCE
z
,�l1Ili III,,,
�90 ." SRH'
:Q41
02 941
1. :20 7..1` 11
'r,�T � . µl:.8• �\,,,
l�llll
if 11 l47\
Q
COMPOST FILTER SOCK
N
UONTRSFWS STREAM CROSSING WITH ENHANCED
z
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
IJ\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLH1
U
W
p
O
co
C31
W
p
U
D
E057
Z
OF 189
7
L
a.
w
CL
O
~
O
N
Z
N
V � / /1
O
N_
Ld V
LLl z
\
ail
J
Ld
LLL N
L f—
N
Q
a
0
Y
z
U
m
o
�wz
Z
0
aom
Q
p
O Z
\
Z
co=
U
\
0
p
J
Maz
z
,�l1Ili III,,,
�90 ." SRH'
:Q41
02 941
1. :20 7..1` 11
'r,�T � . µl:.8• �\,,,
l�llll
if 11 l47\
O
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
O
co
DRAWING NO.
D
E057
N
OF 189
J
O
O
~
J
N
O
¢
Ld V
LLl z
LLJ+
Zoo
J
ZZ
Jpof
LLL N
0
N
LLJ
NN
z
~
U)
m
o
�wz
aom
Q
p
O Z
N
Z
co=
U
2
000
J
Maz
HpLd-
Z
O
g��
j
Q
LO
rn
N
z
O
U
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
N0./DASH NO.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E057
57
OF 189

c�
0
w
F-
0
D-
W
o-
N
LO
I
rn
r
I
00
Ln
I
W
w
O
U
W
N
D-
Y
Q
m
2
N
z
0-
rn
U
W
V)
z
D
N
C�
z
0-
0-
0-
It
-
0-
D -
D_
w
V)
I
It
w
N
Q
H
I
Q
C�
I
U
z
Q
c�
I
O
Ln
Ln
I
O
O
0
z
W
J
LL_
0
Q
U
CQ�
NOTE:
STATIONING SHOWN ON
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS.
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
N N F IAVF U. -)L -LJ I UVIF ULAFMII I [A.U. YY. N N264 + Z1i41641++bZ/
/ co•roTio
0o rn / / / N w /264 +0 Jr
255 2648+94
+ + j rn j J J rn m rn ± + rn " m \�
J + N + + TOPSOIL SEGREGATION AREA + + + � 0 + — N N y\
STATIONING & w w to � N N to N 41
Ln
CONSTRUCTION LIMITS N N ISI o CA
CD to w
L m
avD c0,1 coo o LL -18-123 v - rn
+ + + LL -18-123 + + ± -q + +
CA w rn N/F OD _N N/F to Ln
^' LL -18-114 LL -18-122 t"'I RANDALL B. PRIDGEN TRUSTEE OF ("' RANDALL B. PRIDGEN NI LL -18-130 0
N/F I N F LL -18-126 I I TRUSTEE OF LAMBERT GS N F
/ I N F LL -18-127 LAMBERT GS TRUST LL -18-128 I /
RANDALL B. PRIDGEN TRUSTEE BONE DEVELOPMENT INC. PARCEL I.D. #005827 TRUST JULIA M BATCHELOR LL -18-133
OF LAMBERT GS TRUST I PARCEL I.D. #002629 CROSS CREEK HOMEOWNERS N/F N/F I I PARCEL I.D. #005827 I PARCEL I.D. #102925 N F
ASSOCIATION OF HASH CO. JOSEPH LEE & SYLVIA R. MCCOLLUM 3120 LF JOHN BURTON &ANNA C. JOYNER /
PARCEL I.D. #302830 429 LF 568 LF ROW ONLY JEFFERY VAN & SHARN W. TYSON
1702 LF PARCEL I.D. #046041 PARCEL I.D. #042887 PARCEL I.D. #042886 #003222I.D.1780 SF PARCEL
ROW ONLY ROW ONLY ROW ONLY
PROPERTY OWNERSHIP 803 SF 176 SF 165 SF 859 LF
oo�
\ ` \ / / J ♦ 1
/— — — — — — — — — — I ----------
�w �.�,♦//\\, 111 off°° I 1 / ♦ ♦ / �.
1 II \\ / � � � / � �� //fir �_/ \\\� 111 I ,/I I I l ♦ / I 1
�t �/ i \\ \ \\� %� '^ \ 1 1 I ( l 1 �/ / / �/ ♦ / /
loll
\ /// UA- nRUP RADE I I I\ I r //
am
I 1 I /
/ ( 1 r t ��� � �Z€� I , 1�i+��I•�I�) / � / 1 � — — — — % /// � \ ` � � _ � / / / — o'� o '�� L.uo III / l I l � k,� \ \ ♦ / i / � / �
'e.,�,'ool
o
--
�IN IN,
DLOp � 1 ♦\ � �� J/1 ,� 11 / / _!i ��— `--_- —� �O ,1 I I 1��,� r11 ( l � ( ( � I � \ \ ♦ / �
/OD/
'l,/p� //' I i 11 1. `1 i T 7• ` ` «7 / ��9
i / ) - v F \ �� I r /1� ,�� �r0 � °°1 °� 1 1 r 7 � - I ► ! �_ y �� � actio °rJ �+1�'�� ��'T� � t -- -
/ l - \• ;.• �j�` I. / / /1 �. ' �- . 7 `, w) (yam r1 In
L• = 6+ r'
� / l //// °°1 / % / I I 1 1 < 9 �\ ~1g4-194-�,♦
bm
r s
./}--
` { ( I I //
/ tea• 1 I - /
• 7 � : 7, I
L - • 7- ] M. \ -�.«] 1 1 1
(b ;
SIM
31
PIPE SPECIFICATION
STRING VIEW BAND
x
�EDGE
OF S 1STST ��
OF S IEDGE
OF S IST ST
N I I
I I N N
41
N 1;
+ III+
+
O I
I II
I O O
I I
IIS
o
I I I
sol I
I I��
O+001
110
LA
O
A*
III
I�
III
Q
rn
BSRF
rn
1.
rn
rn
— — — — —
rn
Z
3
rn
TRENCH BREAKER/PLUG
rn I rn
rn
rn
rn
rn
rn
rn
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
rn
STREAM CROSSING
rn
rn
rn rn
O
N
X X FENCE
O
�
7.1r
O
O)
00
OD
~m
O
COMPOST FILTER SOCK
N
w 1p
51
� O)
OD�
CD
O
N
N
N
�
N
O)
N
OD
O Z
5.
CD
O
STREAM
w
N
w
�
w w
O) OD
o X
I o
X
II o
o I
I
o
I
o
I
o
0
0
0
0
0
0
o
SANITARY SEWER
I
o
I
o
0
0 0
O
O
O
O
CONSTRUCTION ENTRANCE WITH DITCH
O
O
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
O
O
O
O
O
O
O
O
10.
O
O
O
O O
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
o
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
x
I ZN
ZN
�NI
I
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
I
I
--a
�NN
ZNI
IZN
�'IO0)
m0
Zw
I
va'
NII
�(�*r71rn
va'
Zrn
OO.
.Z�1N
�(-rr77rn
Z�1N
m(�r�rn
ZN
v°'
mrn
I
rn
ON
rn
I�T'IO
' W
Z+
DO..
m (n
+..
Z+
to
00
`Z+.
Z
DO.
r6 to
+
D�
+
`L N
Z+
to
NOS
w
I D+
n
00'
z+•
Z
.vc.+
O
m+
Z
Ox
ACCO
ZC)
�Djw
DV.
O
Zw.
ZJ
.0W
Win?
Dom.
DCA
00D
0
000
O
00
0
0
OD
N
C/1
O
O
0
O
CID
to
O
'�
TI
_n
2640+97 I I
�EDGE
OF S 1STST ��
OF S IEDGE
OF S IST ST
N I I
I I N N
41
N 1;
+ III+
+
O I
I II
I O O
I I
IIS
o
I I I
sol I
I I��
O+001
110
LA
O
A*
III
I�
2647+37�
I
EDGE OF E OLD
E OF E9
EDGE OF E OLD
SPRING HOPE RD
SPRING HOPE RD
N I I
I N N
+ III+
+
�
U)
o II
I I
o
I I I
I
I
=N
I=N
O J
O
+
+
III
Q
DNS
BSRF
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
(✓ /'
�
ino
Z
z
rL
NOTES:
w
�
U)
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
LEGEND
iY
0
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
— — PROPERTY LINE - —
— — — — —
— - STORM SEWER
Z
3
1p
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.
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
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.
X X FENCE
• p :20
7.1r
1111 !1147\
z
~m
COMPOST FILTER SOCK
w 1p
o
�W
Z
0Om
UONTRSFWS STREAM CROSSING WITH ENHANCED
p
O Z
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
j
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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
N
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
O
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
C31
W
p
Z
z
(✓ /'
�
ino
Z
z
rL
w
w
�
U)
O
U
W
U
p
C31
W
p
Z
10/20/17
(✓ /'
�
0
Z
w
o_
NET
0
z
z
E058
U)
o
V1
ail
U')
LJJ
iY
0
a
J
0
Y
O
~
U
J
N
Z
3
Q
p
n
J
Z Z
\
0
o
Of
0
W�0
N
z
'��R94
L a
W-0
• p :20
7.1r
1111 !1147\
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
0
DLH1
APPROVED:
NET
DRAWING NO.
D
E058
58
L0
U')
co
N
J
O
O
~
J
N
C
Q
w V
L
W +
J
Z Z
Of
_
J O
Us
wNw
Of
0
W�0
N
rd
L a
`�
z
~m
NN
w 1p
o
�W
Z
0Om
Q
p
O Z
U)
Z
co J
U
2Q
Vo
0
F- O
z
o
�U3
j
Q04
N
Z
O
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
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.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E058
58
OF 189

C�
LLJ
F-
0
D_
W
N
LO
I
rn
r
ca
I
DD
Ln
I
LLJ
LLJ
in
0)
U
W
V)
D_
Y
Q
m
D
V)
C�
z
0-
0-
0-
It
-
0-
D_D_
w
V)
I
It
w
N
Q
H
I
Q
C�
I
U
z
Q
I
0)
LO
Ln
I
O
O
0
z
W
J
LL -
0
Q
U
Cad
STATIONING &
CONSTRUCTION LIMITS
,tell/T/ /Z/71-'/7 /Z/7/-7/Z/T l7 /==.= 7 7 7,/;;z'
0+ PROPOSED PERMANENT R.O.W. PROPOSED 36" AP -2 PIS Ao
CD PROPOSED PERMANENT R.O.W. 00
PROPOSED / TEMPORARY R.O.W.
_,TOPSOIL SEGREGATION - AREA
—1 00
r r=
J
T' T- T/ T/ Tl7T
STA. 2696+75�
T
co co
O) O J
CST CLT
+
00
N
N
J
O
N
+
00
N
Al
V
LL -18-141 LL -18-143
J + LL -18-136 oD w J o
+ + LL -18-135 + + + + + + +
0 Ln 0 N/F N LL -18-137 � LL -18-140 w N/F w N/F to
o N/F N w J LL -18-139 N o1 J
CHRISTOPHER A. N F N/F FISHER FARMS LLC WILLIAM 0. CORBETT ET AL
IJEFFERY VAN & SHARN W. TYSON I & KIMBERLY C. GRAY I FISHER FARMS LLC I N/F I REGINALD LEE BONE PARCEL I.D. #303199 I C 0 ATTN: FAYE C. LENOX
PARCEL I.D. #003300 TEDDY A. PROCTOR
JACKSON I PARCEL I.D. #004941 I 1372 LF
I 452 LF I I LL -18-133 PARCEL I.D. #300298 PARCEL I.D. #002631 LL -18-142 PARCEL I.D. #003414
PARCEL I.D. #003249 N/F 1394 LF 495 LF 418 LF N/F I 1159 LF
321 LF JEFFERY VAN &SHARN W. TYSON CHRISTOPHER L. & WENDY M. SANDY
PARCEL I.D. #003222 PARCEL I.D. # 038856
PROPERTY OWNERSHIP 859 LF ROW ONLY 2727 LF
< 4000
\ \ \
Ile N,
IN
IV
41
too: – IN 00000
t1 • ] .
�T _ — e ♦ I� J — ,_' I I I \ \ \\ \\ \ \ \\ 'sem, • \ / / ',.:::.:
.1 _
\♦ CP \ —
77
10000
♦ / // � � � \ \\ \\ \ \\ '� 1�� � �v' / / // - __ –16 162 \
lub 7*
/// j
"o'
/ / / \\ \\ \
� / // /- s ��� \ . I A /j/ //ftft
// i EXISTING ROAD
( ) / - - - � \ �� � � �� '`� / /j / / / �
00 -MAJOR UPGRADE \
\\ I• I ` it _ I ( ( _ �.�_ \ �� /f /( I ,��// / / // / ///� /� ,. \
10,
I \ \ ` I I I I h] 1 11✓ / / / / // /// I I \ \ - A nOI
I
PIPE SPECIFICATION
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLH1
x
W
p
NOTES:
01
W
L)
U
D
Il)
Z
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
N
Z
x
/ )
V �
O
N_
w V
W
x x
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
`
PROPERTY LINE – —
— — — — —
— – STORM SEWER
a
1p
TRENCH BREAKER/PLUG
d
Y
FENCE (BSRF)
I
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.
LLJ
E
UNDERGROUND ELECTRIC
m
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
c)
COIR LOG
I
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.
X X FENCE
z
I I
SRH'
;'``09��
:Q
02'94
-
• p :20 -
I
if 11 l47\
Q
COMPOST FILTER SOCK
j
Ln
0
cO1it
rn
rn
rn
=
rn
rn
J
-4
-4
-4
-4
ODD
ODD
COD
COD
COD
o
coo
coo coo coo
ORANGE SAFETY FENCE
0
0
0
o
o
0
Ut
+
0)
+
OD
+
O
+
N
+
X
41
+
SAN
0)
+
00
+
O
+
N
+
�
+
0)
+
co
+
O
+
N
+
�
+
M
+ x
co
+
+
N
+
� 0) 00
x + + x+
011111=0CULVERT
O
+
N
+
46
+
0)
+
CD
+
c0
+
EDGE OF GRAVEL
0
0
0
0
0
GENERALIZED SURFACE WATER FLOW
0
`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
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0
T(+
0
0
0
0
0
0
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
00
0
0
0
0 0 0
0
0
0
0
0
0
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
I
I
I
I
I
I
m
I
I
I
I
I
I
I
I
I
I
I I
I
I
I
I I I I I
I:
:�
I
X
I
N X
O N
X
X STATION EQUATION x
z I
I
I
m 0 ^'
m O
z
0 4 0
< 2
m O
m 00
m rn STATION = 2697+40.25 BK. N
o co
0
v 0
m J
v
n+
+
l
m�X
m+
Xo
z°)
I
m co STATION = 2696+75.13 AHD. Tt 0)
zw mco
l I
*co
�o
��
46
w
CA
�
m46
m�X mwX
=cn.
D�
=ccn
�0N
v
O
w
zo
w �N
STRING VIEW BAND
m
m
v
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLH1
U
W
p
NOTES:
01
W
L)
U
D
Il)
Z
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
N
Z
LEGEND
/ )
V �
O
N_
w V
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE – —
— — — — —
— – STORM SEWER
a
1p
TRENCH BREAKER/PLUG
d
Y
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.
LLJ
E
UNDERGROUND ELECTRIC
m
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
c)
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.
X X FENCE
z
,alt ltilll)!!r
SRH'
;'``09��
:Q
02'94
-
• p :20 -
l�t�ll
if 11 l47\
Q
COMPOST FILTER SOCK
j
OfN
UONTRSFWS STREAM CROSSING WITH ENHANCED
Z
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLH1
U
W
p
O
01
W
L)
U
D
Il)
Z
OF 189
7
L
w
w
CL
O
~
O
N
Z
N
/ )
V �
O
N_
w V
W
\
ail
z
Ld
Of
LO
W N
/1/
L f—
W
N
�_ —
Q
a
d
Y
z
U
�
LLJ
Z
0
Q O
m
Q m
O Z
I
Z
co J
c)
�
0
o
Ma
�„
z
z
,alt ltilll)!!r
SRH'
;'``09��
:Q
02'94
-
• p :20 -
l�t�ll
if 11 l47\
O
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
O
DRAWING NO.
D
E059
Il_
N
OF 189
J
o
O
~
J
N
O
Q
w V
W
W LO
z
J O
Of
LO
W N
of
0
W
N
�_ —
a_
Ld
N N
z
V /
�
LLJ
Z
Q O
m
Q m
O Z
U)
Z
co J
c)
2
00
--T-
0
Ma
�„
z
z\=
Z
O
g��
Q
In
rn
j
OfN
Z
O
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
E059
59
OF 189

LIJ
F-
0
ry
W
ry
N
LO
I
rn
I
00
LO
Ld
w
V)
rn
U
w
N
D-
D
Y
Q
m
N
Z
g
.�
U
W
N
0
Z
q
D
N
C�
Z
0-
0-
0-
It
-
0-
D -
D_
w
V)
I
It
w
2
N
Q
H
I
Q
I
U
Z
0
O
lf')
LC)
I
O
O
0
Z
W
J
LL_
0
Q
U
CQ�
PIPE SPECIFICATION
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.
v v
v
GPT
v
v
v
rL
v
v
v
v
v
U
v
v
v
v
v
LEGEND
v
v
v
v
v
v
v
v
I v
v
v
v v
CL
1p
O
t0 O
N
FENCE (BSRF)
2.
Of
OD
E
N
O
N
N
N
N
m
N
OD
COIR LOG
W
O
W
N
W
W
m
W
OD
N
O
?
N
?
�
?
m
N
co
U1
O
(T
N
j
(T
m
(T
OD
O
O
O m
N W
0I o
oI
STREAM
o
0
o
I
o
0
0
0
o
I
10
0
0
o
10
10
ROADSIDE DITCH
o
10
0
0
0
0
0
0
0
0 0
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
O O
O
O
O
O
O
O
O
O
O
WETLAND (�{ UTILITY POLE
O
O
O
O
O
`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
O
O
o
0
0
o
SURFACE WATER FLOW WITHIN ROW
O
O
O
O O
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
�0
o0 0
Z
Z
Z N
Z
Z
Z
Z
Z
m
VZ
0J
.
0
-
UK
K
w
OW
�
0 Ln.
O0
p. L71I
CID
� +
Z`L +
Z CO
* C
� +
Z %
* +
Z +
* +
Ln
� n +
. (Nj1
_L
_4.
_�
2N
O)
_�
yam•
2
.-ID)mc00
STRING VIEW BAND
O
N
CID
OND
co
v
N
co
co
OND
co
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
DRAWN:
GPT
FNO_
DLH1
z
rL
NOTES:
DRAWING NO.
�
w
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
C7
LEGEND
W
¢
p
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE - — —
— — — —
— - STORM SEWER3.
CL
1p
TRENCH BREAKER/PLUG
C,
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.
m
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
COIR LOG
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.
X X FENCE
Q
O
F- o
IL d -
COMPOST FILTER SOCK
Z
`F
j
a
IS',
USTREAM CROSSING WITH ENHANCED
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS ( COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
V /
Z
O
U)
>1W
it
0
C)
z
DRAWN:
GPT
FNO_
DLH1
z
rL
W
DRAWING NO.
�
w
O
U
J
W
U
p
C7
cn
W
¢
p
N
U
J
o
z
w
aLd
W
0
LLJ
CL
cn
C,
z
O
O
m
V1
ail
m
w
V /
Z
O
U)
>1W
it
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
M
CO
DRAWING NO.
D
E060
CV
OF 189
J
o
O
J
cn
O
¢
CU
Ld Z
N
W +
C)
KZ
J
o
Z
J0Of
J�
aLd
W vs
0
LLJ
a
C,
(n
NZ
O
m
�W
QZJ
OO
m
QZo
V2Y
R
CD
U
Q
O
F- o
IL d -
Z
O
Z
`F
j
a
IS',
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E060
60
OF 189

LIJ
F-
0
ry
W
ry
I—,
N
IO
I
rn
I
00
LO
Ld
w
V)
rn
U
w
N
D-
D
Y
Q
m
N
Z
g
.�
U
W
N
0
Z
q
D
N
C�
Z
0-
0-
0-
It
-
0-
0 -
D_
w
V)
I
It
w
2
N
H
I
Q
I
U
Z
0
STATIONING &
CONSTRUCTION LIMITS
PROPERTY OWNERSHIP
CD to vv Cov V V v Co w
CD CoO co to Co 0 CA C7f
+ + + -I- O+D + + coco
+o +
0 t0 t0 N N m W CO CO
7-1 ALL J O
PROPOSED 36" AP -2 PIPELINE
T
40m)0
0 03 J 000 O CN O 14
00
CR
rn rn w a
PROPOSED TEMPORARY R.O.W.
Z/7 Z/== /Z/Z
PROPOSED PERMANENT R.O.W.
PROPOSED PERMANENT R.O.W.
�%T/T/ T/
PROPOSED TEMPORARY R.O.W.
TOPSOIL SEGRGATION AREA
IJ 1 L I
N
0
Ln
0
/Z l- = /Z T17 -/ 11 TlT/ =tel
l�
LL -18-155
N/F
THREE MR LTD PARTNERSHIP
PARCEL I.D. #107348
691 LF
LL -18-157 ----,
GARLAND SCOTT &F MARK L. HICKS
PARCEL I.D.
#107348
145 LF
Z
LL -18-156 136
m
N
V
N/F
1 +LL
CD
+
B41
o1
a
LL -18-150
LL18Ln
+ -
�
�1
++
PERMANENT WATERBAR/SLOPE BREAKER
+
N/F
ha N/F
�, LL -18-152
o
N/F
N
V
LL -18-154
N
OD
CHARLES ALLEN &I
THEODORE CLIFTON &
N/F
I
I
FLORA B. KING TRUSTEE
I
N/F
I
SHAREE B. ROSE
MARY DEANS
DONNIE DAVID DEANS
�
O
PARCEL I.D. #005846
�
?
MARIA ROSE LAMBERT
�
w
PARCEL I.D. #005584
I PARCEL I.D. #003606
1 PARCEL I.D. #003618
1
1774 LF
I
PARCEL I.D. #002281
1
1218 LF
310 LF
578 LF
M
C7)
M
w
0
O
602 LF
0
?
LL -18-155
N/F
THREE MR LTD PARTNERSHIP
PARCEL I.D. #107348
691 LF
LL -18-157 ----,
GARLAND SCOTT &F MARK L. HICKS
PARCEL I.D.
#107348
145 LF
Z
LL -18-156 136
ao001
N
V
N/F
1 +LL
+
+
B41
o1
-18-156
RENDA
ROSE B
�
�1
I PARCEL I.D.
P
I BRENDA
PERMANENT WATERBAR/SLOPE BREAKER
#005594
ROSE VESTER
N
V
1 244 LF I
I PARCEL I.D.
I
N
V
#328 005594
N
OD
N
OD
N
OD
N
OD
LL-18-158
N/F
—THREE MR LTD
PARTNERSHIP
PARCEL I.D. #002868
2776 LF
PIPE SPECIFICATION
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.
N N
V V
N
V
N
V
N
V
N
V
N
V
N
V
N
V
N
V
�
N
V
O
N
V
PERMANENT WATERBAR/SLOPE BREAKER
N
V
N
V
N
V
N
V
N
V
N
V
N
V
N
OD
N
OD
N
OD
N
OD
N
OD
N
OD
N
OD
N N N
OD I OD 00
— — — — —
— - STORM SEWER
rn rn
CA ?
rn
C7f
rn
w
�
O
�
N
�
?
�
C7f
�
w
v
O
UNDERGROUND ELECTRIC
v
N
I
o
v
?
v
C7f
v
w
leiM
O
N
M
?
M
C7)
M
w
0
O
0
N
0
?
0
C7)
0
w
O
j
aCq
0 0
0
+
0
0
0
0
0
o
I
o
I
o
I
o
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0
0 0
0
TYPE
0
0
0
0
0
0
011111=0CULVERT
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 0
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
N
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
I
I ZN
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
�0
�CnN
V
CD
.M
v
I a�
Z+
�
Z+
� N '
+.
�
Z+
Obi CT
I n+
=CO
�m
Zo.
=ao
Mmrn
STRING VIEW BAND
C)
N
,N
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
DRAWN:
GPT
FNO_
DLH1
z
rL
NOTES:
DRAWING NO.
�
w
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
C3�
LEGEND
W
¢
p
v
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
CL
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.
m
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
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.
X X FENCE
000
Y
Q
z
F- o
COMPOST FILTER SOCK
g0�
j
aCq
U,
USTREAM CROSSING WITH ENHANCED
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS ( COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
04 o
0
z
V /
Z
O
U)
>1W
it
0
C)
z
DRAWN:
GPT
FNO_
DLH1
z
rL
W
DRAWING NO.
�
w
O
U
J
W
U
p
C3�
cn
W
¢
p
N
U
J
o
z
Of
w
a
W
0
CL
cn
z
OII­_A
O
m
N_
:z
ail
J
m
w
04 o
0
z
V /
Z
O
U)
>1W
it
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
GROUP ID
DRAWING NO.
D
E061
W
N
OF 189
J
o
O
J
cn
O
¢
CU
W Z
N
W +
ZM
J
o
Z Z
J0
Of
J�
a
W vs
0
a
(n
NZ
OII­_A
m
�W
:z
QZ
OO
J
m
V
R
CO c2
U
c)
=
000
Y
Q
z
F- o
Z
O
g0�
j
aCq
U,
I—
u)
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E061
61
OF 189

LIJ
F-
0
ry
W
ry
I—,
Ln
LO
I
Ln
..
(a
I
N
(0
Ld
w
V)
rn
U
w
N
D-
D
Y
Q
m
N N W N N N N i' `-' N N N N N
00 + + Co OD CD m + + OD OD 00 OD OD +
j (A N N W W O (A ? ? ? N T
(r1 to 0) OD N W W CoO 41 (n N
STATIONING & + + N + + + + + + N + � N L +
p N OOi v V O O CCD W 0 (fin J 00
CONSTRUCTION LIMITS c co 0 w
PROPERTY OWNERSHIP
D
N
C�
z
0-
0-
0-
It
-
0-
D -
D_
w
V)
I
It
w
2
N
H
I
I
U
z
Q
c�
I
O
LO
Ln
I
O
O
0
Z
W
J
LL_
0
U
Cad
PIPE SPECIFICATION
N N
DO DD
NN
DD
DD
N
DD
DLH1
N
DD
NET
N
DD
N
OD
N
OD
N
N
OD
C71
w
LOD
Ln
rn
N
DD
°m�'
N
OD
rn
N
Cjn
N
OD
J
LL -18-158
L"
LL -18-160
N/F
0
C)
LL -18-162
C)
O
LL -18-163
__4LL-18-164
__4W
�I 00
°)
N
N
N/F
I
LARONIA T. BOONE
LL -18-161 I
I
N/F
I
N/F
I
N/F
SAG PROPERTIES LLC
?
O
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.
THREE MR LTD PARTNERSHIP
P.
�
PARCEL I.D. #006381
N/F
CD
O
THREE MR LTD PARTNERSHIP
U1
CA
�
THREE MR LTD PARTNERSHIP
U1
CD
U1
00
CD
O
01
PARCEL I.D. #002868
I
1160 LF
I
HOWARD ANDREW TYSON
IPARCEL
I.D. #032407
I
PARCEL I.D. #023475
I
PARCEL I.D. #023660
886 LF
WATER LINE
+
o
2776 LF
+
0
+
0
PARCEL I.D. #003299
+
501 LF
+
0
572 LF
+
0
+
0
+
+
I
+
94 LF
I
+
I
+
I
+
0
+
0
PROPERTY OWNERSHIP
D
N
C�
z
0-
0-
0-
It
-
0-
D -
D_
w
V)
I
It
w
2
N
H
I
I
U
z
Q
c�
I
O
LO
Ln
I
O
O
0
Z
W
J
LL_
0
U
Cad
PIPE SPECIFICATION
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.
0
C)
N N
DO DD
NN
DD
DD
N
DD
DLH1
N
DD
NET
N
DD
N
OD
N
OD
N
N
OD
N
OD
N
OD
LOD
N
DD
N
OD
N
DD
N
D.
N
OD
N
N
Q
N
OD
N
OD
N
OD
N
OD
N
OD
N
OD
N
OD
N N
DD co
1p
�I 00
N
O
N
N
N
�
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.
N
CD
E
N
00
CD
O
W
N
(A
W
�
W
CD
W
00
?
O
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.
?
N
P.
�
P.
CD
P.
00
CD
O
U1
CA
N
U1
CA
�
COMPOST FILTER SOCK
U1
CD
U1
00
CD
O
01
01
01
CD
01
00
V V_
O
g��
+ +
0
+
+
0
+
0
WATER LINE
+
o
o
O
+
0
+
0
+
0
+
+
o
+
0
+
0
+
0
+
0
+
+
+
+
+
—G—G— EXISTING GAS PIPELINE
+
+
+
+
0
+
0
+
0
+
0
+ +
0 0
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
CD
CD
011111=0CULVERT
l
l
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
C) I
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
l
GENERALIZED SURFACE WATER FLOW
CD
CD
CD
CD l
CD
l
CD
CD
CD
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
IZOND
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
I Z00
N
M�lN
Z
N
ZONDI
�N
ON
ZONDI
O W
C7�
yOD
_
�I
�Ln
D�
T.
CA.
D V.
p)
D J
�.
D 0).
O
D W
K OD
}0.
N.
Z + •
U.
()1
O 0)
. O O)
O N.
O (T
N
D �.
W
= N.
N+.
D �.
STRING VIEW BAND
NN
_q_,
W
CAO
_n
W
O
w
,,
41
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.
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
NOTES:
DRAWING NO.
D
E062
C*4
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
J
LEGEND
O
¢
CU
Ld Z
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE – —
— — — — —
— – STORM SEWER3.
1p
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.
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
9999999999999
STREAM CROSSING
COIR LOG
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.
X X FENCE
QZ
O O
m
QZo
VzY
COMPOST FILTER SOCK
U
_Ln
(�
Q
O
Ma
z
H0
Uj
UONTRSFWS STREAM CROSSING WITH ENHANCED
g��
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
N
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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
0
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
C)
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
00
DRAWING NO.
D
E062
C*4
OF 189
J
O
O
J
cn
O
¢
CU
Ld Z
N
W +
Zoo
J
Z Z
J0
Of
J CO
a
W vs
0
a
(n
O
m
NZ
J
a- W
QZ
O O
m
QZo
VzY
R
U
_Ln
(�
Q
O
Ma
z
H0
Uj
Z
O
g��
j
aCD
IS',
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E062
62
OF 189

LIJ
F-
0
ry
W
ry
LO
LO
I
LO
..
(a
I
N
(0
Ld
w
V)
rn
U
w
N
D-
D
Y
Q
m
0
O
lf')
LC)
I
O
O
0
Z
W
J
LL_
0
U
Cad
II N co (O 00 o �
I I � -�. T (A
D ± 4, � PROPOSED TEMPORARY R.O.W. o TOPSOIL SEGREGATION AREA q
--- --- II - --- --- --- ��T1 ��� /''� X717 7�
Lon PROPOSED PERMANENT R.O.W. o L
_ 0 O PROPOSED 36 AP -2 PIPELINE 0 w
voI 77 con PROPOSED PERMANENT R.O.W. con w
1T1T T1 1 1 11 i�l T/ T/ T/
P OPOSED TEMPORARY R.O.W. cn
0
17,
IDI 00 N W
STATIONING &44 ha Ln
N + N
CONSTRUCTION LIMITS o
rn w w LL -18-164 C m CD o w to CD CD
rn Ln -4 N/F N r 41 0) co (n C)(0 con
' 8 : SAG PROPERTIES LLC oLL-18-164
4 N/F w W PARCEL I.D. #023660 °D CO N/F w N/F °D N/F CO LL -18-174 LL -18-175 CD
SAG PROPERTIES LLC I I 535 LF I I JOYCE BONE JOYNER (JOHNNY GLENN LAND I STANLEY C. & I N/F I N/F JI LL -18-176
LL -18-166 N/F
PARCEL I.D. #023660 PARCEL I.D. #021070 PARCEL I.D. #025998 GEORGIA L. ROBBINS MITZI DAUGHTRY DAN PRICE ET AL MARVIN W. WINSTEAD JR.
886 LF I I WILBURFA. & I I 340 LF I 319 LF I PARCEL I.D. #103745 I PARCEL I.D. #032415 I PARCEL I.D. #032460 I PARCEL I.D. STEAD 2
CONNIE N. BOWDEN
591 LF 1030 LF 332 LF 1617 #
LF
PROPERTY OWNERSHIP PARCEL I.D. #024464 024464
PIPE SPECIFICATION
2883+48
WETLAND WNAH013F
N N N N N N N II I I N N N N N N N N N N N N N N N N N N N N N N
co co co -4 co co co co OD OD OD OD OD OD OD c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 c0 CO
V V V V V OD OD OD cococ0 c0 c0 c0 c0 O O O O O N N N N
N � Of DO O N � Of DO O N � Of DO O N � Of DO O N � Of DO O N � UI
+ + + (III + i+ +
0 0 o I o I o C) o I I I I o 0 0 CD CD CD CD CD CD CD CD 0 0 0 0 0 0 0 0 0 0
r- 2882+83 2883+08 r _ o
EDGE OF LINDSAY RD EDGE OF LINDSAY RD M N I z �, I 000
DD 2883+29 �' 00 v m co
Z1N .MN t0 O I vN
Ln � 2882+68 RIGHT OF WAY + Z + 0 + I
N± N c+,I RIGHT OF WAY—____4 I I I z .°'i , D o D n .)
z N• Z G'' I I 2883+48 = o N
STRING VIEW BAND o WETLAND WNAH025F o L N
N Nco
X
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.
Z
DRAWN:
GPT
C)
DLH1
FNO_
NET
NOTES:
z
rL
E063
W
OF 189
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
N
W
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
— — PROPERTY LINE – —
— — — — —
— – STORM SEWER
W +
1p
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
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.
X X FENCE
A
N
NZ
/
Z
J
COMPOST FILTER SOCK
O
QZ
OO
m
N_
\
ail
USTREAM CROSSING WITH ENHANCED
Ld
Uo0
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS ( COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
Y
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
0
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
o
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
0
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
0
Z
DRAWN:
GPT
C)
DLH1
FNO_
NET
GROUP ID
z
rL
E063
W
OF 189
�
w
O
U
N
W
U
p
J
J
C7
O
¢
W
N
W +
p
Z Z
U
C)
a
V/
Z
w
7
L
w
O
CL
o
A
N
NZ
/
Z
J
)
V �
O
QZ
OO
m
N_
\
ail
R
w
Ld
Uo0
Y
Q
z
F- o
L/1/ -f -
z
o
Z
j
a
Y
U
N
Z
3
Z
p
0
04
o
0
z
0
10/20/17
DRAWN:
GPT
C)
DLH1
APPROVED:
NET
GROUP ID
DRAWING NO.
D
E063
LO
OF 189
N
N
O
J
J
o
cn
O
¢
CU
LTJ z
N
W +
J
Z Z
Zoo
_j CO
C)
a
_j
W0-
0-
a
(n
o
A
m
NZ
J
�W
QZ
OO
m
V
R
w
U
c)
=
Uo0
Y
Q
z
F- o
Ld-
z
o
Z
j
a
N
Z
0
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gal consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
NOJDASH NO.
C140468
TASK NO.
SUB TASK N0.
005
00
GROUP ID
DRAWING NO.
D
E063
63
OF 189

c�
0
LI_i
F-
0
ry
LLI
D_
LO
LO
I
LO
I
N
(0
Ld
w
V)
0)
U
W
V)
D-
D
Y
Q
m
N
z
g
.�
U
W
N
0
Z
0
0
O
lf')
LC)
I
O
U7
O
0
Z
W
J
LL_
0
Q
U
Cad
© 2017 GAI Consultants, Inc.
NOTE: 2942+73.
STATIONING SHOWN ON 500 EDGE' 01= 'SANDY' CRO% AD' 500
THE DRAWING IS BASED
ON SLOPE MEASUREMENTS. 400 RIGHT OF: WAY I 400
2942+93.
N :w: : :w: : :N: : :N: : :N: : :N: : N : EDGE: F SANDY: CROSSYD:
cD c0• •CD• .(O. Yo: :ID: :to: ' tD
300 N : :rte: N: .W: .W. .c,,. w• .0 :N 300
cn • •rn• 'aa• 'O• 'N'
+: :+: :+: :+: :+: • + {
O : :O: :O: :O: :O: . .O. 00
0 . . •o• •o• •O• •O• :o: :V: :Q
200 200
<5X : : <:54� <5 :<5%: <5!
100 100
PROFILE VIEW O 0
HORZ: 1 " = 200' . . .
VERT: 1 " = 200' -100 ...:........:........:....... ... ......:.....:........:........:........:... -100
2942+42 2942+39
t lL 2942+44 11-
N
I
+ T T r— I—T — 18:1 2941+44
-�ZTOPSOIL SEGREGATION AREA �� I
I
PROPOSED 36" AP -2 PIPELINE Ow PROPOSED PERMANENT R.O.W. wQ
0 v e
+o PROPOSED PERMANENT R.O.W. 4 Ln
OPOSED TEMPORA Y R.O.W.
N toN
-F toN � I
STATIONING & �
N + +
CONSTRUCTION LIMITS + + 2944+5
N N 2944+58
CID CD to co
0 41
+ + + to +
Ln LL -18-179 P
I NSF �I
LL -18-176 LL -18-177 MITZI DAUGHTRY
N F PARCEL I.D. #041883 I
MARVIN W.NWINSTEAD JR. MARVIN W. WINSTEAD JR. ROW ONLY 3814 SF
PARCEL I.D. #026132 PARCEL I.D. #026095
PROPERTY OWNERSHIP 1617 LF 1690 LF
PIPE SPECIFICATION
i
Goi /
�Dor v
x
♦ ♦ 1 1 ` 1 \ %m
I I I
0
00
LEGEND
PROPERTY LINE
X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
z
N
Co
N
to
N
to
N
to
N
to
N
to
N
to
N
to
11
N NN
to to I to
I
O
U
N
Cn
N
m
N
OD
Cd
CD
Cd
N
Cd
_101
Cd
m
Cd
OD
41 41 ?
CD N N
U
j
z
TEMPORARY WATERBAR/SLOPE BREAKER
w
a
0
w
0
LLJ
CL
Of
cn
— — — — — — —
z
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0 0 cD
0 0 lu
V)
a
(0—
=
000
Ma
z
H0
Uj
z
O
COIR LOG
2942+48
RIGHT OF WAY
2942+73
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.
j
Q
�
rn
EDGE OF SANDY CROSS RD
(~n
Z
2942+93
0
USFWS STREAM CROSSING WITH ENHANCED
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
PROJECT
NO JDASH NO.
W
EDGE OF SANDY CROSS RD
STRING VIEW BAND
PROPOSED TEMPORARY R.O.W.
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
7.
ALL STATIONING SHOWN IS SLOPE
LEGEND
PROPERTY LINE
X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
Z
O
U)
af
rn
z
DRAWN:
GPT
N
rL
z
z
NET
w
w
�
O
U
J
W
U
p
W
N
O
Q
p
U
j
z
TEMPORARY WATERBAR/SLOPE BREAKER
w
a
0
w
0
LLJ
CL
Of
cn
— — — — — — —
z
0
o
N
Z
w
m
Quo
Z
O
U)
af
rn
10/20/17
DRAWN:
GPT
N
DLH1
APPROVED:
NET
rn
CV
J
O
O
~
LIMIT OF DISTURBANCE
J
N
O
Q
w V
LLI z
W +
ZLO0
j
Z Z
Jp�
TEMPORARY WATERBAR/SLOPE BREAKER
J M
LLI N
a
0
LLI Us
N
0
LLJ
a
Of
in
— — — — — — —
NNz
~m
�
o
a_
Z
0 O
m
Quo
�z
V)
a
(0—
=
000
Ma
z
H0
Uj
z
O
COIR LOG
ZU3
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.
j
Q
�
rn
(~n
Z
0
USFWS STREAM CROSSING WITH ENHANCED
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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:
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
— — — — — — —
— — STORM SEWER3.
1p
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.
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
O
9999999999999
STREAM CROSSING
COIR LOG
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.
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
PROJECT
NO JDASH NO.
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
7.
ALL STATIONING SHOWN IS SLOPE
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
ROADSIDE DITCH
8.
SILT FENCE AND FILTT R SOCK SHALL BESTATINSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C 140468
SAN
SANITARY SEWER
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
TASK NO.
SUB TASK NO.
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
EDGE OF GRAVEL
WETLAND (�{ 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
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
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
GROUP ID
DRAWING NO.
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
D
E064
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
64
OF 189
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.

w
0
ry
w
ry
Ln
I
r
Cn
(0
U
co
I
N
W
V)
O_
UI
w
D
Y
U
m
0
U
W
N
C�
Z_
a
Of
O1
rn
LO
LO
I
O
Ln
0
N
Q
N
LL-
r+�'i
r
N N Oco (0 Ln O O O N N co
Ln Lp (0 co 0 00 to COD � CID c00 COD O
I CT O V Ln OOD 00 CCD N N w(A
W W + + + + -,1v I + + + ++ ++ +
a PROPOSED TEMPORARY R.O.W. + 0 CA v + + `' °' N N n _Pp 00
N O�0 N D D OW0
O CID N W 00 V 00
PROPOSED PERMANENT R.O.W. co I I L o
I 00 CD
AM pD pD pD pN p(n pN
T�� PROPOSED PERMANENT R.O.W. ID o PROPOSED 36" AP -2 PIPELIN�E NN%T/ Cn C
G1jp
�i T. T L��L��-
PROPOSED TEMPORARY R.O.W. + +
N CND O I CHID co
O /� fJ
W N N n,�+ 2965+01N N + +I co to CO
TOPSOIL SEGREGATION AREA)Cr2943+25
Cto OD L4 46 4m v (T CO O 0O W OD Ln N W CA � IH+ + + + + N + + + CD CD++ + + N ju
STATIONING &to
0 Ln o 00 0 N N 0 0 2x88+7s 0 �NCONSTRUCTION LIMITS J
2988+86 ±
cv0 � 2994+16
cD to ID LL— 18-180—AO050 w 1 Ln to to W
+ LL-18-180—AO02 + + + to Ln c`OiI N/F + OD m m 46
N/F
100 + LL-18-182—AO01 + WJL RESIDENTIAL LLC LL -18-182—A002 m LL -18-182-8002 w LL -18-194 + V LL -18-194 w
LL -18-180—A003 LL -18-180-181( N F N PARCEL I.D. ># 042375 N/F o N/F 0 N/F
LL -18-180—A001 I GLENN C & TERESA P TAYLOR( l I I / 0DI ROW ONLY 360 SF CARSON B BARNES AND I N/F I CARSON B BARNES & I I CARSON B BARNES &
N/F PARCEL I.D. # 024834 N/F N/F LINDA L & TIMOTHY I MAXINE E WHITLEY RONNIE A SHERROD MAXINE E WHITLEY MAXINE E WHITLEY
RJAMES GARLAND MOON 371 LF GEORGE F TAYLOR( I ROGER E DRAKE I PARCEL I.D. #022770 LL-18-180—AO04 I PARCEL I.D. #024485 I I I
PARCEL I.D. 023283 PARCEL I.D. # 024825 PARCEL I.D. # 024450 360 LF N/F PARCEL I.D. X020758 1427 LF PARCEL I.D. #020752 PARCEL I.D. #020752
388 LF 3553 LF
ROW ONLY 227 SF
206 LF 260 LF JO ANNE COOPER 1060 LF
PROPERTY OWNERSHIP PARCEL I.D. # 034352
, 1 d IC'
PIPE SPECIFICATION
STATION EQUATION I I I 2988+41 I I I 2988+63
STATION = 2967+17.15 BK. 2963+09 BEND OF RIVER RD I I BEND OF RIVER RD
STATION = 2958+00.10 AHD. WETLAND WNA0012F
N N N N N N N N N N N N N N N N N N N N N NI I I N N N N N w
cD c0 CD CD CD c0 c0 c0 c0 c0 c0 co c0 c0 c0 c0 c0 c0 c0 w w w 2 c0 c0 c0 c0 0
� � 0 0 0 0 m m m m rn rn rn rn rn 00 00 00 001 1 co 0 co c0 co cD o
N O" 00 O N ? m O N m O N - O� 00 N O� 00 O N O� 00 O
+ +II +
w 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
w 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
I I I I I I I I I I I I I I I I I I I I I I I I I I I I
x IIS
WETLAND WNA0012F Z co I Z I Z I z N I I I Z cN0 Z N I x CN0 x 2 z NI `2993+45
v Ln v („ v am o v rn STATION EQUATION v 01 I I 1� 00 NO v WETLAND WNAP004F
1 m to
2943+17 z + , z + , z + Ln + z + STATION = 2969+68.24 BK. *+ o� +1 100 + o +, 2993+47
RIGHT OF WAY Do w , o (`°i, , Do
to , g (D , Do c�0 STATION = 2982+00.20 AHD. o w D aD I I D w m + (0 CL STREAM SNAP004
0 0 0 0 o � I I = C) 0
STRING VIEW BAND PO
LEGEND
PROPERTY LINE
X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
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
DRAWN:
GPT
CHECKED:
DLIH
FNO_
NOTES:
0
O
z
rL
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
�
w
O
U
v
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
— — — — — — —
— — STORM SEWER
J �
a
W
TRENCH BREAKER/PLUG
a
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.
E
UNDERGROUND ELECTRIC
In
EXTRA WORK SPACE
a- W
TOPSOIL SEGREGATION AREA
I
O
STREAM CROSSING
7
L
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
CL
U
=
00
N
/
USTREAM CROSSING WITH ENHANCED
IL d-
COMPOST FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W
WATER LINE
\
PROPOSED TEMPORARY R.O.W.
O
CONTROLS
OLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
L f—
AREA OF NO DISTURBANCE
Q
a
AT THE UPLAND/WATERBODY BOUNDARY
ROADSIDE DITCH
8.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
SAN
SANITARY SEWER
Y
U
x
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
Z
0
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
CULVERT AS NEEDED
o
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
0
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
=>
SURFACE 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
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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
Z
DRAWN:
GPT
CHECKED:
DLIH
FNO_
NET
0
O
z
rL
W
JO
�
w
O
U
�
Q
W
N
U
p
Z Z
Jpfif
C7
J �
a
W
0
a
p
U
In
Z
a- W
w
J
m
7
L
w
VzY
O
CL
U
=
00
N
/
Z
IL d-
)
V �
O
Z
N_
\
ail
j
Ld
L f—
N
Q
a
Z
O
Y
U
x
U
Z
0
04
o
0
Z
O
O
10/20/17
DRAWN:
GPT
CHECKED:
DLIH
APPROVED:
NET
0
O
wO
JO
O
J
cn
�
Q
CU
LTJ z
N
LLJ +
ZN0
J
Z Z
Jpfif
J �
a
W Us
0
a
NZ
m
a- W
QZ
O O
J
m
QZ0
VzY
RQ
CO c2
U
=
00
0
z
F- o
IL d-
z
OCq
Z
Q
�
�
j
N
Z
O
U
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLIH
APPROVED:
NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT NOJDASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E065
65 OF 189

W
0
of
LLi
LO
I
rn
(0
1
I
N
w
N
O
F_
U
Ld
N
0_
Y
U
m
1-11O
U
Ld
N
c�
z
�a
o'
D
N
c�
z
a
I
o_
W
V)
I
Of
Ld
V)
Q
I
Q
c�
I
U
Z
Q
0
1
rn
LO
LO
I
O
LO
0
1-11
of
LLJ
N
Q
I
0
Z
W
J
LL_
0
Q
U
0U'
LL -18-194
N/F
CARSON B BARNES &
MAXINE E WHITLEY
PARCEL I.D. #020752
3553 LF
PROPERTY OWNERSHIP
LL -18-195
N/F + +
CITY OF ROCKY MOUNT m
PARCEL I.D. 1107095 I I
128 LF
I I
LL -18-196
N/F
CLAY T & DIANNE G STRICKLAND
PARCEL I.D. #028215
1998 LF
I LL -18-197
I N/F
CARSON B BARNES &
I MAXINE E WHITLEY
PARCEL I.D. #023699
I 1057 LF
\ /I wi.
/
94-AOD1 /
/
EFFIE N S STA 3035+46.97 BK '
- -
ARCEL I.D. 7 i STA 3035+
1Yt4TER
IMP OU ENT ♦i♦�♦�♦�♦������������ /'� - 3
Aw>LLE M TLAND \♦�♦i♦���.1,�♦0♦�♦�♦�� .I
-
-+ ♦ ♦ ♦ ♦ ♦ ♦ ♦ - - " �.r • - - < 1 �����•`•��� ���i����i�1
♦ i.
� MILE .� � "-- N � I j♦j I♦I♦I♦I♦I♦I♦ i �r�'��rl:�=�.�rr`i> _ . �`at-r�R-=�`.. s- ♦ � ► • ♦ � ♦ � ♦ ` r + � i. .--i.. �..i���w
t ..
o v� ♦ g O \ ��L��...�j��♦��..♦�♦.♦. - ��+C ��� i �' it i-: ♦ r i -r i-� ♦ r i�r ♦ ♦ ♦ `� .� ` ���,+
� + Q x- - � �:i ' �- i � i-♦ ii r . • � i ♦ i � ��.i � �! !-� fir. 1, s . .�:r�`'..�1;<. f,..i � � r-�-� �i���=� �` '� �`-.�`.-�� I : �
/ } / , . may., v -_,�•,'"`, . . - � � �.�� �s� �.�i_- � � ���`��� �� +f�i�1► ` �i� �i���l�����`����i,��`,`���i������� �IS:�:r`� �i � , •I _ •.. _ �� I �:f � _ �r- 1
r i -r g •'�••• • �!'�..� �., ' � �� i -r 'r-� fry: - / / C + ' / I � �y.i r.i� � ` � � 1 r ♦ .� � � � - -r
►�� �i ♦ � I � t : C ' Irk I ♦�I��rj �j► �����._\' ��- _ �-
' ..� •; ♦ I • / - .� ♦ ♦ � • 'moi jr�.Il►�!���r!�,�r:►_ ��:. �]. �•�`- - - -_
_.moi �•_
�:.-J.�:�J� ���►!/ is -r1rJ
i
_ 1 `� _� N -i-• i; i�1t� ♦ � �. eft ♦ - - - - - - '� ,, � l + �"\ � `_ - -
50 i' \ LL -18-198
N/F
SN
T DIANNE G STRICIOLAND
LL -18-194 L IA. #0213215
N/FWN 1F Poyp�� \ 1998 LIF I SNA
CARSON B BARNES 9C L POND
r 3009 — SNA0011 MA)UNE E WHITLEY \ , - ` ONA0005 3
\ PARCEL I.D. 0=75\ \ 18-193 \ R� \ I01 30 +3W LF
1
I
3553 LF \\ CITY OFfr UN \ WNA0011F
LF Q \.
BARNES.
E WHITLEY
\ / \ #023
LF
LF /
LL�18-193
I' I W/F \ \� I SCALE: 1 " = 200'
/ / I JOHNNY CARSON ES \ '
/ \ PARCEL I.D. )F0207 \ / \ T.
��\ \\ 0 0 200 / 4
PIPE SPECIFICATION
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
(✓ /'
�
FNO_
Z
3007+0611
rL
NOTES:
N
z
�
w
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
J
LEGEND
O
~
J
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE — —
— — — — —
3006+15
Z
3
Of
0
WETLAND WNAP003F
TRENCH BREAKER/PLUG
n
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.
(n
N
E
3024+05
m
�
EXTRA WORK SPACE
o
z
TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
02'94
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
X X FENCE
2
Voo
a
''O a
Z
F- O
WETLAND WNAP003F
"
3007+75
COMPOST FILTER SOCK
j
Q
U-)
rn
WETLAND WNAP001F
UONTRSFWS STREAM CROSSING WITH ENHANCED
N
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
"
___----WETLAND
WNAP003F
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
CA
W
w (A
w
w
w
w
w
w
W
w
C-4. w w
w
w
w
w w
w
w
w
w
w
w
w
w
0
O
0
O
00
O O
=>
0
O
C:?
0
0
0
0
0
N
T(+
0
N
0 0 0
N N
0
w
0
w
0
w
0 0
w w
0
0
0
0
,
0
0
(T
o
UI
O
Ir
O
N
O
�
CD
O
N
41
CD
O
N
41 CD
O
N
46
41 CD
N
O
O
N
INLET/OUTLET PROTECTION
+
+
+ +
+
+
+
+
+
+
+
+
+ + +
+
+
+
+ +
+
+
+
+
+
+
+
+
0
0
o
0
O o
0 o,
O
o
O
0
O
0
O
0
O
0
O
0
O
0
O
0
0O O
0 0 0
O
0
O
0
O
0
o O
0 0
O
0
O
0
O
0
O
0
O
0
O
0
O
o
o
O
m o
Mo I
Xo II
I
Iov
Zo I
Ivo
Zo I ,I�o I2o
STATION EQUATION
o
o
O
N
O < N
STATION 3035+46.97 BK.
+
+
z +
N
+
+
ZDV
N
+ m � x +
ZD ±
STATION = 3035+75.89 AHD.
Z�
ZOp..
-VM
DO `
-v
SCO
CID NV
CD En N
y
Cw
D
o
w
-5 , , z
C, C
STRING VIEW BAND
p O
W
N
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
(✓ /'
�
FNO_
Z
z
rL
NOTES:
N
z
�
w
O
U
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
J
LEGEND
O
~
J
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE — —
— — — — —
— — STORM SEWER
Z
3
Of
0
1p
TRENCH BREAKER/PLUG
n
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.
(n
N
E
UNDERGROUND ELECTRIC
m
�
EXTRA WORK SPACE
o
z
TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
02'94
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
X X FENCE
2
Voo
a
''O a
Z
F- O
Z
C)
g��
COMPOST FILTER SOCK
j
Q
U-)
rn
UONTRSFWS STREAM CROSSING WITH ENHANCED
N
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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)
=CuBSOIL
TYPE
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
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
=>
SURFACE 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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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
z
(✓ /'
�
FNO_
Z
z
rL
W
N
z
�
w
O
U
\
W
U
p
Z
10/20/17
(✓ /'
�
CHECKED:
Z
w
o_
NET
0
N
z
/ )
V �
O
N_
\
ail
M
LJJ
J
o
O
~
J
N
a
a
�V
W
0
Y
W )
U
J O
Of
Z
3
Of
0
p
w
rd
n
Of
(n
N
0
o
m
�
C1_ W
o
z
,ill llilll,,,,
���� SRH'
QMo
02'94
-
• p :20 -
7��1111f
!1147\
O
10/20/17
DRAWN:
GPT
CHECKED:
DLF'I
APPROVED:
NET
LO
O
M
J
o
O
~
J
N
C)
a
�V
W
W )
z
J O
Of
CD
W
Of
0
N W
w
rd
C a
Of
(n
N
Z
�
V /
m
�
C1_ W
z
a O
m
QMo
�zN
a Z
co j(n
U
2
Voo
a
''O a
Z
F- O
Z
C)
g��
j
Q
U-)
rn
N
Z
O
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLF'I
APPROVED:
NET
gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT NO -/DASH NO.
140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E066
66 OF 189

w
0
ry
w
ry
Ln
I
r
Cn
(0
U
co
I
N
w
_
N
O_
UI
w
D
Y
U
m
0
U
w
N
C�
Z_
a
Of
O1
0
rn
Ln
Ln
I
O
LO
0
N
Q
_
r
700
600
500
400
300
200
100
PIPE SPECIFICATION
3077+203082+90 1
RIGHT OF WAY
CL STREAM SNA0009 3083+60
RIGHT OF WAY I(A CA CA CA CA CA Lw I I 1
con coil I I (oil rn rn rn rn CD C)I �CW1I I 0 o I U4 Lw U 0 0 0 CD CD 0 wo `�' `�' (�
O I I CO O N Co CO O N P. v>' I OD O N I I I I � OOi COD O N � Obi pOD O N � C" co
+ + + + + + + + + + + + + + + + I + + + I + I + + + + I+ + + +
0 o I I o 0 0 0 CD CD 0 0 C3 I o 0 o I I o 0 0 0 0 0 0 0 C) 0 0 0 0
3083+35
3056+43 3057+08 GRAHAM BRANTLEY RD. IZ wo IZw IZ w I Z w
I I I I 3075+82_/1 I I I� III I
RIGHT OF WAY RIGHT-OF-WAY 3077+05 v 0 0 0 o w v o
1 RIGHT OF WAY 1 1 RIGHT OF WAY 3083+16 I 1 , z + , z + z + z +
GRAHAM BRANTLEY RD. o N . 0 0 . o c00 o�
3056+63 I I II 3056+89 3076+09 I I I 3076+55 I II I o O O O
STRING VIEW BAND C COUNTY RT 97 NC COUNTY RT 97 OLD BAILEY HWY OLD BAILEY HWY o o O o
II _n
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
DRAWN:
GPT
CHECKED:
DLH1
ino
NET
NOTES:
z
rL
w
w
PERMANENT
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
LEGEND
O
¢
W
N
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE - —
— — — — —
— - STORM SEWER
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.
Z
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
w
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
X X FENCE
U o
N
/ )
Z
IL d-
COMPOST FILTER SOCK
o
Z
N_
Q
ail
UONTRSFWS STREAM CROSSING WITH ENHANCED
Ld
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
O
0
AREA OF NO DISTURBANCE
Y
AT THE UPLAND/WATERBODY BOUNDARY
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
Z
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
n
011111=0CULVERT
CONSTRUCTION ENTRANCE WITH DITCH
04
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
0
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
z
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS,J\
=>
SURFACE 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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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
z
DRAWN:
GPT
CHECKED:
DLH1
ino
NET
W
O
z
rL
w
w
J
�
O
O
U
O
¢
W
N
U
p
Z Z
Jp�
C7
J
LLlp
¢
W
0
LLJa
p
U
(n
Z
�W
w
J
m
7
L
w
V2Y
O
CL
U
=
U o
N
/ )
Z
IL d-
V �
o
Z
N_
Q
ail
j
Ld
IY
N
0
a
Z
O
0
Y
U
U
Z
3
p
n
04
o
0
o
z
O
O
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
APPROVED:
NET
W
O
wr
J
O
O
J
cn
O
¢
ft CU
W z
N
LLJ +
ZLO0
J
Z Z
Jp�
J
LLlp
¢
W N
0
LLJa
NZ
m
�W
QZ
OO
J
m
QZ0
V2Y
RQ
CD
U
=
U o
0
z
F- o
IL d-
z
OCq
Z
Q
�
�
j
N
Z
O
U
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLH1
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 E067
67 OF 189

w
O
ry
w
ry
Ln
I
r
rn
(0
U
co
I
N
w
V)
O_
UI
w
D
Y
U
m
/
O
U
w
N
C�
Z_
a
Of
D
N
0
Ln
Ln
I
O
LO
O
2
N
Q
'r1
r
NOTE:
STATIONING SHOWN ON THE
DRAWING IS BASED ON
SLOPE MEASUREMENTS.
PROFILE VIEW
HORZ: 1 " = 200'
VERT: 1 " = 200'
STATIONING &
CONSTRUCTION LIMITS
� f �N X3120+77 ± f ± rn w I 3314+S1 si o �!I
co o CO °D ao 3140+90 rr o m co
+ + + 3139+60 + +
rn 4m3139+66 W o
L4 W vl�74 zn , cn 0 m
-
500
400
Wo
z
Z
rL
W
DLIH
APPROVED:
w
�
w
U
O
W
04
300
w
v
c("Io
o
to
Q
w
U
U
N
LLI +
ZC)
Ln
LL -18-200
O
J
LLI0
Z
200
Z
w
LL -18-206
O
— — — — — — —
(n
NZ
CL
N/F
PARCEL I.D. #025309
I
I
NPROPERTIES
z
°'
I
i)
100
o
RQ
CO c2
U
=
GROVER C TAYLOR
51 LF
�
PINE VALLEY INC
L>
STREAM CROSSING
MARIE J DAUGHTRIDGE
w
g
iY
0 I I I a
I I U
� to
PROPERTY OWNERSHIP
PIPE SPECIFICATION
I w
o + + +
00
0 O O 0
0
I
3111+00
I PROPOSED ACCESS ROAD
18 -200 -AR 1
STRING VIEW BAND
LEGEND
PROPERTY LINE
X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
I 1 1 I 112 1 1
x x x x =w =W
W W W W W (� WQO O W W W W CA
0C. -Ii I I O+ W W W W W W W W W W
N N I N I I I N I W W W W W (CII I I I I `L � -P,(T (T (T (T W 4 N
0 0 N -P,N -P,O) 00 D D N 0 00 o N 0 00 C)
+ + + + + x x X+ X + + + + + I I + + + + + + + + + +
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
I I I I I I I ;I� I I I I I I I I I I� I ;� I I I 0 I I
3123+17
PROPOSED ACCESS ROADEn
18 -200 -AR 2 ('' TI I W m N m N z U
z41 MLn oN z+ z0 IIII U�, ��
c' m� my �+ �+ +
3121+25�- mCnn mOOD Dc+o Ln co 0000 Zorn Zo
WETLAND WNA0009F X X. Q X X 3139+65 I I o 0 0
CO ADA TAYLOR ROAD 3139+87 amo 0o 0 ADA TAYLOR ROAD OD
O
O
Wo
n
LL -18-202
W
DLIH
APPROVED:
±' W
N
to
M
O0D
04
N/F w
w
LIMIT OF DISTURBANCE
c("Io
o
to
Q
O
N
LLI +
ZC)
Ln
LL -18-200
O
J
LLI0
LL -18-203
46
Z
PROPERTY OWNERSHIP
PIPE SPECIFICATION
I w
o + + +
00
0 O O 0
0
I
3111+00
I PROPOSED ACCESS ROAD
18 -200 -AR 1
STRING VIEW BAND
LEGEND
PROPERTY LINE
X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
I 1 1 I 112 1 1
x x x x =w =W
W W W W W (� WQO O W W W W CA
0C. -Ii I I O+ W W W W W W W W W W
N N I N I I I N I W W W W W (CII I I I I `L � -P,(T (T (T (T W 4 N
0 0 N -P,N -P,O) 00 D D N 0 00 o N 0 00 C)
+ + + + + x x X+ X + + + + + I I + + + + + + + + + +
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
I I I I I I I ;I� I I I I I I I I I I� I ;� I I I 0 I I
3123+17
PROPOSED ACCESS ROADEn
18 -200 -AR 2 ('' TI I W m N m N z U
z41 MLn oN z+ z0 IIII U�, ��
c' m� my �+ �+ +
3121+25�- mCnn mOOD Dc+o Ln co 0000 Zorn Zo
WETLAND WNA0009F X X. Q X X 3139+65 I I o 0 0
CO ADA TAYLOR ROAD 3139+87 amo 0o 0 ADA TAYLOR ROAD OD
O
O
Wo
DRAWN:
LL -18-202
W
DLIH
APPROVED:
±' W
N
to
M
O0D
J
N/F w
w
LIMIT OF DISTURBANCE
c("Io
o
to
Q
CID
N
LLI +
ZC)
Ln
LL -18-200
JEFFREY W GARDNER ET AL �+
J
LLI0
LL -18-203
46
o
LL -18-205 ±
LL -18-206
o
— — — — — — —
(n
NZ
O
N/F
PARCEL I.D. #025309
I
I
NPROPERTIES
UI
I
°'
I
N/F �,
I
N/F
o
RQ
CO c2
U
=
GROVER C TAYLOR
51 LF
Maz
PINE VALLEY INC
Hp�
STREAM CROSSING
MARIE J DAUGHTRIDGE
TAR RIVER RANCH LLC
g
-:F
PARCEL I.D. #028406
I
I
PARCEL I.D. #027454
I
I
PARCEL I.D. #028448 I
PARCEL I.D. #027947
N
2478 LF
Z
1559 LF
906 LF
1997 LF
PROPERTY OWNERSHIP
PIPE SPECIFICATION
I w
o + + +
00
0 O O 0
0
I
3111+00
I PROPOSED ACCESS ROAD
18 -200 -AR 1
STRING VIEW BAND
LEGEND
PROPERTY LINE
X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
I 1 1 I 112 1 1
x x x x =w =W
W W W W W (� WQO O W W W W CA
0C. -Ii I I O+ W W W W W W W W W W
N N I N I I I N I W W W W W (CII I I I I `L � -P,(T (T (T (T W 4 N
0 0 N -P,N -P,O) 00 D D N 0 00 o N 0 00 C)
+ + + + + x x X+ X + + + + + I I + + + + + + + + + +
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
I I I I I I I ;I� I I I I I I I I I I� I ;� I I I 0 I I
3123+17
PROPOSED ACCESS ROADEn
18 -200 -AR 2 ('' TI I W m N m N z U
z41 MLn oN z+ z0 IIII U�, ��
c' m� my �+ �+ +
3121+25�- mCnn mOOD Dc+o Ln co 0000 Zorn Zo
WETLAND WNA0009F X X. Q X X 3139+65 I I o 0 0
CO ADA TAYLOR ROAD 3139+87 amo 0o 0 ADA TAYLOR ROAD OD
O
O
10/20/17
DRAWN:
GPT
CHECKED:
DLIH
APPROVED:
NET
N
to
M
J
O
O
LIMIT OF DISTURBANCE
J
cn
O
Q
ft CU
LLI z
N
LLI +
ZC)
J
o
Z Z
Jp�
TEMPORARY WATERBAR/SLOPE BREAKER
J
LLI0
Of
vs
LLJ
a
— — — — — — —
(n
NZ
O
m
�W
:z
QZ
OO
J
m
QZ0
VzY
RQ
CO c2
U
=
00
0
Maz
TOPSOIL SEGREGATION AREA
Hp�
STREAM CROSSING
Z
O
COIR LOG
g
-:F
Q
IS')
Cq
�
j
N
Z
O
U
USFWS STREAM CROSSING WITH ENHANCED
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLIH
APPROVED:
NET
gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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:
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
— — — — — — —
— — STORM SEWER
1p
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.
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
O
STREAM CROSSING
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
PROJECT
NO JDASH NO.
W
WATER LINE
PROPOSED TEMPORARY R.O.W.
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
7.
ALL STATIONING SHOWN IS SLOPE
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
ROADSIDE DITCH
8.
SILT FENCE AND FILTT R SOCK SHALL BESTATINSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
140468
SAN
SANITARY SEWER
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
TASK NO.
SUB TASK NO.
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
EDGE OF GRAVEL
WETLAND (�{ 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
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
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
GROUP ID
DRAWING NO.
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
D
E068
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
68
OF 189
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.

0
w
O
ry
w
ry
Ln
I
r
0)
(0
U
I
N
W
V)
O
H
UI
w
01
0
rn
LO
LO
I
O
U7
O
6
z
W
J
LL_
Q
U
w.l w.l .
. . — of
PROPOSED PERMANENT R.O.W. STA. 3167+52 aI_ PROPOSED 36" AP -2 PIPELINE to __4
' v
777/7T/T/ w /� /� w w w
PROPOSED TEMPORA R.O.w
W.
�' 3 1 Nco 0
N
+ + + to w + + L4
N j N
v O C7 CID O O CIf
TOPSOIL SEGREGATION AREA 3169+31 I 3169+94 N � + J �`"' ED to N + rn w +N j +
cn O o0 oD co co o rn�to
STATIONING & 3169+39 lI 3310+00 s4 + � + + + + �/// + �+ + N
CONSTRUCTION LIMITS 3168+39 I I 3169+ 3170+10 coil rn rn � � 3200495 3200+72 � - 00
w w N I!j
�"� w LL -18-210 N=­J-4
LL-18-209 )w
� rn o" v co co 0 N/F N
co m _q co co O N/F 0 0 �
+ + + + + GILBERT G BRANTLEY + + LULA BEE BRANTLEY +
LL -18-206 0 LL -18-207 N LL -18-208 O PARCEL I.D. 023955 rn wLL-18-212 w
N to N N 4.PARCEL I.D. 023877 0
N/F �N/F N/F LL -18-209 �� 55 LF N/F
TAR RIVER RANCH LLC SANDRA BRANTLEY DAIL SANDRA B DAIL N/F 173 LF ANN R HOBBS
PARCEL I.D. #027947 I I PARCEL I.D. #023807 I PARCEL I.D. #023805 I LULA BEE BRANTLEY I I I I LL -18-209 PARCEL I.D. #027938
1080 LF PARCEL ID#023877 c°Dn LULA BEE BRANTLEY 2260 LF
1997 LF 951 LF N F
PROPERTY OWNERSHIP I I I I I I I I PARCEL219.6. L 023877
PIPE SPECIFICATION
3200+89 1 _j I I I
I I •
RIGHT OF WAY 3201+74
II I I --RIGHT' OF WAY
w w w w w w w' w w w w w w w w w w w w w w w w w w w
51rn orn v v -4 v __4m m m m m coo co co co co 0 0 0 0 N
41C) CO O N � CD CID O N � CD CD O N M Co N m co O 41
N
+ + + I I + + + +I + + + + I + + + + + I+ + I I + I + + + I + + + 51
0 0 0 o I I o 0 0 0, 0 0 0 0 0 0 0 0 0 0 0 o I I o 0 0 0 0 0 0 0
i I i � I
m m 0 3203+51 0
m m I I N I I I I�WETLAND WNA0004F
3169+09 3169+71 M L4 M (A �- O0 W X CA M w L'+ z N X N'
RIGHT OF WAY—/I I I I RIGHT OF WAY v v o� 0�A o v v o I ��3200+97 v 0 ;
z+ z+ �_ o X N , z+ + Z+ I I I OLD SMITHFIELD ROAD Z+ N to
DN O OD N D Z CD D� Z
3169+30 I I 3169+52 0 0 v v 0 0 0 I I 3201+22 0 0
STRING VIEW BAND MAUDIS ROAD MAUDIS ROAD CD "n � o OLD SMITHFI LD ROAD n Im
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
DRAWN:
GPT
CHECKED:
DLIH
FNO_
NET
NOTES:
z
rL
W
PERMANENT WATERBAR/SLOPE BREAKERLOD
�
LIMIT OF DISTURBANCE
O
LEGEND
W
_
TEMPORARY WATERBAR/SLOPE BREAKER
p
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
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.
PROPERTY LINE – —
— — — — —
— – STORM SEWER
a.
7
L
w
3.
IMAGERY TAKEN FROM GOOGLE EARTH.
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE
/ )
TOPSOIL SEGREGATION AREA
o
O
STREAM CROSSING
O
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
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
X X FENCE
\
ail
Ld
COMPOST FILTER SOCK
L f-
Q
a
USTREAM CROSSING WITH ENHANCED
d
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
U
PROPOSED TEMPORARY R.O.W.
c
O
CONTROLS
OLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
p
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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
0
IN PLACE OF BSRF)9.
CUB
SOIL TYPE
Z
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
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ UTILITY POLE
CULVERT 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
,
CTe
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.

G1 NC, INC.
O
O
N
OO
O
O a
W +C4 0
z
J
J
W M U
CL 2
O
N z
CL W z
Q m O
Z U
C7
I'o a z
z
O
U
Z
O
U
J o
J
CV
W Z
J O Of
W N a_
W
� O
Cn
O]
vi - o
0 O m
V2Y
a
Uoo
Z \z
LL
gU3::
U7
CV
Q 0')
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLIH
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 E069
69 OF 189

V
LLJ
F_
O
Of
W
D-
0
i
0
I
V)
w
V)
O_
U
W
V)
0_
Y
U
m
1-11O
U
LLJ
N
c�
z
�a
Qf
V)
c�
z
a
I
o_
LLJ
N
I
Of
W
V)
Q
I
a
c�
I
U
z
Q
0
1
0)
n
LO
I
O
U7
O
1-11
of
LLJ
N
Q
I
0
z
W
J
LL_
0
Q
U
0U'
1 1
Z191
ila-1
Cb
►�
J
/ / I
/ ♦ .\ p
40
i
PIPE SPECIFICATION
/ PARCEL I.0
/ 659
I
f 001Al
-
3246+69 61i e
W,
P +
A0004
Alk
/ LL -1I
-r / NJ
MILE 2 IAIIARCELO M & w
x PARCEL 1.1
161
SNA
N/F 1
UE U GRIFFIN \ ,,
1 I.D. f'02SSG7 \
471 LF \
\ I SCALE: 1
\I 200' I 0
EXISTING ROAD
MINOR UPGRADE
W�d
f.
/ LL -18-22
/ N
3EERT HENRY & CCARG
PARlS! I I_n_ ■IL'
/ LL -18—
_-CHERJ
DEBBE WHITLEY'
PARCEL IA.
'18-226
N
DMMMN R GAUPI
.D.
j 17� 1- 3 111 N 0 Qff ! I VJ-.T -.1.
I
3246+29 3246+52
OLD SMITHFIELD RD OLD SMITHFIELD RD x 3264+79 3265+02
W HORNES CHURCH RD� W HORNES CHURCH RD
LA w w w w w w w w w w w w LA w w w w w w w w w LA I w w
N_ N N N N N N N N N N N N N N N N N N N N N N N N N LA
N N N N N W W W W W I CT I CT CT CT CT O� O� O� I I O� O) v
co C) N m co C)N m co N m OD C) N m co C) N x m co p
+o + + + + + + + I + + + + + + + I I + + X + + + + + + + I I + + +
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 00
I I I I I I I I I
3251+71 x
o I I I N x FENCE
/ I W WZ1 W W 2 N
3230+19 J/ �' w o w w -n + I + 3251 +55 I m rnz C) I I c°'i,
CL STREAM SNA0005 ; N + ; z + + D I I I I PROPOSED ACCESS ROAD +x + I I I I O ^,
z� DN z� 18 -219 -AR 1 "'� �c�o �v'
3230+57 Do o Do x
STRING VIEW BAND WETLAND WNA0003F g w o
_1' w
Z
rL
DRAWN:
W
�
O
w
U
1
U
W
p
NOTES:
C7
W
p
U
V/
Z
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
N
Z
LEGEND
/ )
V �
O
N_
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE – —
— — — — —
— – STORM SEWER
a
1p
TRENCH BREAKER/PLUG
0
Y
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.
C)
ZOO
E
/ ♦ .\ p
40
i
PIPE SPECIFICATION
/ PARCEL I.0
/ 659
I
f 001Al
-
3246+69 61i e
W,
P +
A0004
Alk
/ LL -1I
-r / NJ
MILE 2 IAIIARCELO M & w
x PARCEL 1.1
161
SNA
N/F 1
UE U GRIFFIN \ ,,
1 I.D. f'02SSG7 \
471 LF \
\ I SCALE: 1
\I 200' I 0
EXISTING ROAD
MINOR UPGRADE
W�d
f.
/ LL -18-22
/ N
3EERT HENRY & CCARG
PARlS! I I_n_ ■IL'
/ LL -18—
_-CHERJ
DEBBE WHITLEY'
PARCEL IA.
'18-226
N
DMMMN R GAUPI
.D.
j 17� 1- 3 111 N 0 Qff ! I VJ-.T -.1.
I
3246+29 3246+52
OLD SMITHFIELD RD OLD SMITHFIELD RD x 3264+79 3265+02
W HORNES CHURCH RD� W HORNES CHURCH RD
LA w w w w w w w w w w w w LA w w w w w w w w w LA I w w
N_ N N N N N N N N N N N N N N N N N N N N N N N N N LA
N N N N N W W W W W I CT I CT CT CT CT O� O� O� I I O� O) v
co C) N m co C)N m co N m OD C) N m co C) N x m co p
+o + + + + + + + I + + + + + + + I I + + X + + + + + + + I I + + +
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 00
I I I I I I I I I
3251+71 x
o I I I N x FENCE
/ I W WZ1 W W 2 N
3230+19 J/ �' w o w w -n + I + 3251 +55 I m rnz C) I I c°'i,
CL STREAM SNA0005 ; N + ; z + + D I I I I PROPOSED ACCESS ROAD +x + I I I I O ^,
z� DN z� 18 -219 -AR 1 "'� �c�o �v'
3230+57 Do o Do x
STRING VIEW BAND WETLAND WNA0003F g w o
_1' w
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLF'I
U
W
p
NOTES:
C7
W
p
U
V/
Z
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
O
N
Z
LEGEND
/ )
V �
O
N_
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
PROPERTY LINE – —
— — — — —
— – STORM SEWER
a
1p
TRENCH BREAKER/PLUG
0
Y
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.
C)
ZOO
E
UNDERGROUND ELECTRIC
p
EXTRA WORK SPACE
n
TOPSOIL SEGREGATION AREA
o
STREAM CROSSING
v
COIR LOG
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT 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.
X X FENCE
o
z
���SRH'
02'94
-
7��1111f
!1147\
QZ>
COMPOST FILTER SOCK
Qw
O
0Om
Uz.
z
O
Uo
O
M�
z
UONTRSFWS STREAM CROSSING WITH ENHANCED
Q
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
W
WATER LINE
Q
N
rn
PROPOSED TEMPORARY R.O.W.
o
O
CONTROLS (COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
Ixxxxxx
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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
U
IN PLACE OF BSRF)
=CuBSOIL
TYPE
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
CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND (�{ 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
CULVERT/ACCESS ROAD WATERBARS
,J\
�/
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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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.
FNO_
z
Z
rL
DRAWN:
W
�
O
w
U
DLF'I
U
W
p
0
C7
W
p
U
V/
Z
7
L
w
w
CL
O
N
Z
/ )
V �
O
N_
\
ail
L LI
/1/
L f—
Q
a
J
0
Y
a
U
cn
CV
C)
ZOO
Z
3
p
J CO
n
JOof
LJL.I vs
0
LLJ T_
v
04
0
o
tL M
o
z
���SRH'
02'94
-
7��1111f
!1147\
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
0
DLF'I
APPROVED:
NET
0
J
a
V
LJLJLLJ z
cn
CV
C)
ZOO
z
J_
J CO
a
JOof
LJL.I vs
0
LLJ T_
v
N
w
tL M
N
~�
Naz
INS
QZ>
C)m
Qw
O
0Om
Uz.
z
O
Uo
O
M�
z
Z \=
Q
g��
Z
O
Q
N
rn
U
Z
O
U
SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
DLF'I
APPROVED:
NET
gal 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 E070
70 OF 189