20140957 Ver 1_ACP_NC Fayetteville Region SWPPP_Part 5_20170920

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THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DU NOT REVISE THIS DRAWING NA MANUAL DRAFTING METHODS.
2017 GAI Consultants, Inc.
NOTE:
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LEGEND
V PERMANENT WATERBAR/SLOPE BREAKER
LOD—
LIMIT OF DISTURBANCE
I . COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
'7 TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG
1p
3. IMAGERY TAKEN FROM GOOGLE EARTH.
x x - FENCE E
- UNDERGROUND ELECTRIC
COIR LOG
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
PRO JECT NO./DASH NO.
STREAM CROSSING EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
<3> 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W—
WATER LINE
COMPOST FILTER SOCK
STREAM
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PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING
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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.
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—G—G— EXISTING GAS PIPELINE SAN—
SANITARY SEWER
WITH ENHANCED CONTROLS
ROADSIDE DITCH
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
CONSTRUCTION ENTRANCE WITH DITCH
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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TASK NO.
SUB TASK NO.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND
UTILITY POLE CULVERT AS NEEDED
SOIL TYPE
EXISTING ROADS MAJOR IMPROVEMENTS AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN
005
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(COLOR SHOWN TO PROVIDE CLARITY ONLY)
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CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES I AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
ACCESS ROAD
PROPOSED PERMANENT EASEMENT
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
GROUP ID
DRAWING NO.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
129 OF 189
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DU NOT REVISE THIS DRAWING NA MANUAL DRAFTING METHODS.

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2017 GAI Consultants, Inc.
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3. IMAGERY TAKEN FROM GOOGLE EARTH.
x x - FENCE
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PROJECT NO./DASH NO.
STREAM CROSSING EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
W- WATER LINE <3> COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY R.O.W.
USFWS STREAM CROSSING
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
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ACCESS ROAD
PROPOSED PERMANENT EASEMENT
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
GROUP ID
DRAWING NO.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
130 OF 189
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DU NOT REVISE THIS DRAWING NA MANUAL DRAFTING METHODS.

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© 2017 GAI Consultants, Inc.
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PERMANENT WATERBAR/SLOPE BREAKER
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- BSRF FROM 11-03-2014 THRU 11-07-2014.
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x x( FENCE
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STREAM CROSSING
(PROVIDED
COIR LOG
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.
PROJECT NO./DASH NO.
STREAM
W WATER LINE
COMPOST FILTER SOCK
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
O
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- ROADSIDE DITCH 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
TASK NO.
SUB TASK NO.
OH OVERHEAD UTILITY
LINES EDGE OF GRAVEL
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CULVERT AS NEEDED
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ACCESS ROAD
— — — PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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
GROUP ID
DRAWING NO.
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO
GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
D
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131 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.

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LEGEND
— — PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
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LEGEND
— — PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
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NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
TEMPORARY WATERBAR/SLOPE BREAKER
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CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
- — — — — — —
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11-03-2014 THRU 11-07-2014.
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W
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AREA OF NO DISTURBANCE
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X
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(COLOR SHOWN TO PROVIDE CLARITY ONLY)
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132
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.

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133
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134 OF 189
NOTES:
V
PERMANENT WATERBAR/SLOPE BREAKER
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2•
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El 34
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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.
134 OF 189

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135 OF 189
NOTES:
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El 35
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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.
135 OF 189

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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.
_ _ �•�I:L�hI�
DATE: 03/15/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
rJF
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PROJECT
N0./DASH NO.
140468
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
- — — — — — —
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D
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— BSRF—
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WITH ENHANCED CONTROLS
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CONSTRUCTION ENTRANCE WITH DITCH
EDGE OF GRAVEL
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CULVERT AS NEEDED
CUB
SOIL TYPE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
CULVERT/ WATERBAR
— — —
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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 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.
_ _ �•�I:L�hI�
DATE: 03/15/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
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PROJECT
N0./DASH NO.
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TASK NO.
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o
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NOTES:
LEGEND
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1.
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
TEMPORARY WATERBAR/SLOPE BREAKER
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2•
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
PROPERTY LINE - — — — — — —
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( )
11-03-2014 THRU 11-07-2014.
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PROJECT
NO./DASH NO.
o
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SANITARY SEWER
WITH ENHANCED CONTROLS
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TASK NO.
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PROPOSED PERMANENT EASEMENT
10.
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D
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137
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NOTES:
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PERMANENT WATERBAR/SLOPE BREAKER
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COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
TEMPORARY WATERBAR/SLOPE BREAKER
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PROJECT
N0./DASH NO.
o
STREAM CROSSING
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7.
ALL STATIONING SHOWN IS SLOPE STATIONING.
TASK NO.
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9.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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— — — PROPOSED PERMANENT EASEMENT
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
138
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7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7
7 7 7 7 7 7 7
7 7 7 7 7 -.RlbH-..T bl� WAY 7 7 7 7 7 7 7. 7 7 7 7 7 7 7 7. 7 7 7 7 7
7 7 7. 7 7 7 7 7 7 7 7. 7 7 7 7 7 7 7 7. 7 7 7 7
7 7 7 7.
600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
SWAMP RD:.
: : : : : :.: : : : : : : :.: : : : : : : :.: : : : :
X:
: : :.: : : : : : : :.: : : :': : : :.: :
SLOPE MEASUREMENTS. 500
. .
. . . . 7 7 7 7 7 .7 7 7 7 7
. . . . . . . . . . .
. . . . . . . . . . . .
. . . . .* .
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. . . . . . . (31 . . .
STATION EQUATION
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PIPE SPECIFICATION NOT TO SCALE
6881+46
PIPE LEGEND
RIGHT OF WAY
A 36"X 0.515" WT -X70
DSAW, FBE
6881+63
RD
x
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+
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+
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NOTES:
LEGEND
V PERMANENT WATERBAR/SLOPE BREAKER
LOD LIMIT OF DISTURBANCE
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
7 TEMPORARY WATERBAR/SLOPE BREAKER
-
BELTED SILT RETENTION
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.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG
FENCE(BSRF)
3. IMAGERY TAKEN FROM GOGGLE EARTH.
x x
- FENCE
UNDERGROUND ELECTRIC
+
COIR LOG
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS &TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
PROJECT N0./DASH N0.
W-
WATER LINE
O STREAM CROSSING
COMPOST FILTER SOCK
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.
140468
STREAM
\7716.
ixxxxx AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING
WITH ENHANCED CONTROLS
X - ORANGE SAFETY FENCE
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE
WITHIN THE WORK AREAS.
OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL
INSTALLATION SHALL BE
-G-G-
EXISTING GAS PIPELINE SAN-
SANITARY SEWER
ROADSIDE DITCH
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
TASK NO.
SUB TASK NO.
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
SOIL TYPE
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS
STANDARD DETAIL
MINOR IMPROVEMENTS, 3)
005
00
OH
OVERHEAD UTILITY LINES
EDGE OF GRAVEL WETLAND UTILITY POLE
EXISTING ROADS MAJOR IMPROVEMENTS AND 4) NEW ROADS. APPROPRIATE
EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED
FOR ROADS IN
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
CULVERT/WATERBAR
CATEGORIES 2, 3 AND 4. ROADS IN CATEGORIES I AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL
BE PROVIDED FOR ROADS IN
GROUP
ID
DRAWING NO.
ACCESS ROAD
PROPOSED PERMANENT EASEMENT
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
D
E139
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET
OF THIS PLAN SET.
139
OF 189
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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NOTE:
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STATIONING SHOWN ON THE 600
...............
:6924+8G : : : : : : : : : : : : : : : : : : : : : : : 1 : : : : : : : : :
600
DRAWING IS BASED ON
JAC:KIE LEE RD .:I: . 6925+51' . . . . . . . . . : . . :' : . . . . . . i . . . . . . . . . . . . .
�:i}� I
SLOPE MEASUREMENTS.
500
o m . . . . . rri: :, , m
o: �: 6924+66 ISI: RAILROAa . .0. : ci �. . o. o
: 'LEE '
500
I,, m. . . . . . . . r . . . . . . . JAGKfE ' RD . . . . . . . . . . . . . . . . . >7 cs
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PROFILE VIEW 100
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..... ................... ........... ....
I I I I I I . . . . .
<5% <5:% : . . . . . . . .<5% <5%
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<5% <S%: <5%: .... ..... ... .. .. ... ...... .... ...
100
j
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...... .... ...... ...... ....... ....... ...... ....... ...... ....... ...... ....... ....... ....... ....... ....... .......
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VERT: 1 200 o
.... .......................
o
Ci
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N
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to C + N + CO CO COCO O O O (O (O
O O N Ut (A (A L4 (1414 C14 Cn Cn
N N C1 N J � CII O 1ICD 10 N W
CJ
+ + + + + + + ++ + + + 0 + +
o N PROPOSED TEMPORARY R.O.W. �� ED CA CA o
LT 7_37-1LTT:-74= =/Z/ / T/=/=. / T/=
D D 66924Ln r1j
+48 > 6926+25 PROPOSED PERMANENT R.O.W. PROPOSED 36" AP -2 PIPELINE D
o 6924+51 D 6926+28 PROPOSED PERMANENT R.O.W. Ln L
F
0 6 4o PROPOSED TEMPORARY R. 0. o
Z
1�
9
m m Cn m m m m m p 0) m m
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STATIONING 8C
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+ '� (j
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CONSTRUCTION LIMITS
69 4+68 � + 6955+95—/
4 - l
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LL -22-085 PARCEL I.D. # 0570-39-2810 PARCEL I.D. # 0570-36-8745 LL-22-085—AO06
PARCEL I.D. # 0570-19-5597 1067 LF 2759 LF PARCEL I.D. # 0570-46-3249
ROW ONLY 1391 SF ROW ONLY
PROPERTY OWNERSHIP
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W- WATER LINE <3> STREAM CROSSING ------------------- COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
140468
STREAM 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
1xxxxxx AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING X ORANGE SAFETY FENCE WITHIN THE WORK AREAS
WITH ENHANCED CONTROLS
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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CONSTRUCTION ENTRANCE WITH DITCH 9, ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3)
CULVERT AS NEEDED CUB SOIL TYPE
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(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ WATERBAR CATEGORIES 2, 3 AND 4. ROADS IN CATEGORIES I AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
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GROUP ID
DRAWING NO.
ACCESS ROAD PROPOSED PERMANENT EASEMENT 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
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
142 OF 189
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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7 TEMPORARY WATERBAR/SLOPE BREAKER BELTED SILT RETENTION 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
E - UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA Ep TRENCH BREAKER/PLUG FENCE(BSRF) 3. IMAGERY TAKEN FROM GOOGLE EARTH.
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x x — FENCE W9M COIR LOG
EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
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140468
STREAM 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
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(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/WATERBAR CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES I AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
143 OF 189
PROPOSED GAS PIPELINE 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. D0 NOT REVISE THIS DRAWING NA MANUAL DRAFTING METHODS.

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MAKE NO GUARANTEE EITHER
PROJECT NOJDASH NO.
STREAM CROSSING
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.
W— WATER LINE
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140468
STREAM
jxxxxxii
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
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WITH ENHANCED CONTROLS
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
144 OF 189
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. D0 NOT REVISE THIS DRAWING NA MANUAL DRAFTING METHODS.

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© 2017 GAI Consultants, Inc.
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CONTOURS AND TOPOGRAPHIC FEATURES WERE
FROM 11-03-2014 THRU 11-07-2014.
DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA I TRENCH BREAKER/PLUG
FENCE (BSRF)
3.
4.
IMAGERY TAKEN FROM GOGGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
x xFENCE
+ COIR LOG
EXPRESSED OR IMPLIED AS TO THE ACCURACY
OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
PROJECT N0./DASH N0.
O STREAM CROSSING
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
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SOCK
140468
STREAM
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING
WITH ENHANCED CONTROLS
X ORANGE SAFETY
6.
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TASK NO.
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8,
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SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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005
00
OH OVERHEAD UTILITY
LINES
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4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ WATERBAR
CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
GROUP ID
DRAWING NO.
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
10.
CATEGORIES 3 AND 4.
*ERM IS SOLELY RESPONSIBLE FOR THE NATURE
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D
El 45
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
145 OF 189
PROPOSED GAS PIPELINE 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.

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2017 GAI Consultants, Inc.
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CENTRAL MERIDIAN 81' W.
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
TRENCH BREAKER/PLUG
3. IMAGERY TAKEN FROM GOOGLE EARTH.
PROJECT NOJDASH NO.
X X FENCE E —UNDERGROUND ELECTRIC COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
STREAM CROSSING
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.
W—
WATER LINE
COMPOST FILTER SOCK
140468
STREAM
Ixxxxx,—n,31
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
USFWS STREAM CROSSING
WITH ENHANCED CONTROLS
x ORANGE SAFETY FENCE
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY.
WITHIN THE WORK AREAS.
ACTUAL INSTALLATION SHALL BE
—G—G—
EXISTING GAS PIPELINE
SAN—
SANITARY SEWER
ROADSIDE DITCH
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
TASK NO.
SUB TASK NO
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
SOIL TYPE
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)
005
00
OH
OVERHEAD UTILITY
LINES
EDGE OF GRAVEL
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(COLOR SHOWN TO PROVIDE CLARITY ONLY)
CULVERT/WATERBAR
CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES I AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES
WILL BE PROVIDED FOR ROADS IN
GROUP ID
DRAWING NO.
ACCESS ROAD
PROPOSED PERMANENT EASEMENT
CATEGORIES 3 AND 4.
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D
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
146 OF 189
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. D0 NOT REVISE THIS DRAWING NA MANUAL DRAFTING METHODS.

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NOTE: 600
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LEGEND
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
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
7
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- BSRF—
BELTED SILT RETENTION
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.
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
T
TRENCH BREAKER/PLUG
FENCE(BSRF)
3. IMAGERY TAKEN FROM GOGGLE EARTH.
x x - FENCE
E —UNDERGROUND
ELECTRIC
COIR LOG
. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
PROJECT N0./DASH N0.
O
STREAM CROSSING
EXPRESSED OR IMPLIEDAS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W—
WATER LINE
COMPOST FILTER SOCK
140468
STREAM
ixxxxxZ3
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY R.O.W.
USFWS STREAM CROSSING
WITH ENHANCED CONTROLS
X
ORANGE SAFETY FENCE
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
WITHIN THE WORK AREAS.
—G—G— EXISTING GAS PIPELINE
SAN—
SANITARY SEWER
ROADSIDE DITCH
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
TASK NO.
SUB TASK NO.
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
SOIL TYPE
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)
005
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LINES
EDGE OF GRAVEL
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(COLOR SHOWN TO PROVIDE CLARITY ONLY)
CULVERT/WATERBAR
CATEGORIES 2, 3 AND 4. ROADS IN CATEGORIES I AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
GROUP ID
DRAWING NO.
ACCESS ROAD
PROPOSED PERMANENT EASEMENT
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
D
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
147 OF 189
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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2017 GAI Consultants, Inc.
NOTE: 600
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NOTES:
LEGEND
V PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
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
7 TEMPORARY WATERBAR/SLOPE BREAKER
BSRF-
BELTED SILT RETENTION
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.
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
TRENCH BREAKER/PLUG
FENCE (BSRF)
3.
IMAGERY TAKEN FROM GOGGLE EARTH.
x x - FENCE
E -UNDERGROUND ELECTRIC
COIR LOG
4.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
PROJECT NO./DASH NO.
O STREAM CROSSING
5.
EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W- WATER LINE
COMPOST FILTER SOCK
140468
STREAM
ixxxxxZ3
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY R.O.W.
USFWS STREAM CROSSING
WITH ENHANCED CONTROLS
X
ORANGE SAFETY FENCE
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
WITHIN THE WORK AREAS.
-G-G- EXISTING GAS PIPELINE
SAN- SANITARY SEWER
ROADSIDE DITCH
7.
ALL STATIONING SHOWN IS SLOPE STATIONING.
TASK NO.
SUB TASK NO
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
SOIL TYPE
8.
9.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3)
005
00
OH OVERHEAD UTILITY
LINES
EDGE OF GRAVEL
WETLAND
UTILITY POLE
EXISTING ROADS MAJOR IMPROVEMENTS AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
CULVERT/WATERBAR
CATEGORIES 2, 3 AND 4. ROADS IN CATEGORIES I AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
GROUP ID
DRAWING NO.
ACCESS ROAD
PROPOSED PERMANENT EASEMENT
10.
CATEGORIES 3 AND 4.
*ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA
D
E148
NOTE: THE PE SEAL AND SIGNATURE
APPLIES ONLY TO THE
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
148 OF 189
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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