20140957 Ver 2_More Info Received Part 1_20171020

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 10/20/2017 3:20:00 PM (Supplemental Submital)
Accept by Montalvo, Sheri A 10/23/2017 9:43:25 AM (NON -DOT - Existing Project)
• The task was assigned to Montalvo, Sheri A 10/20/2017 3:20 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#*
20140957
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 1
Please upload all files that need to be submited.
1OF4_RALEIGH PACKAGE_FOR_SUBMISSION.pdf 161.97MB
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�aac'�3rZ ��cfr�/

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ERM RETAINS NO RESPONSIBILITY OR LIABILITY FOR INFORMATION DEVELOPED, PREPARED OR OTHERWISE
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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.
700
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GLEN ALLEN, VA 23060
804-270-9357
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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.
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.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK
AREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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.
*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.
PROJECT N0. DASH NO.
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CULVERT ACCESS ROAD WATERBARS WATERBAR OUTLET (PLAN VIEW) 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 TIME OF CONSTRUCTIONS. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT
WATERBAR (PLAN VIEW) WATERBARS, AS APPROPRIATE.
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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300 BUSINESS CENTER DRIVE
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gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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300 BUSINESS CENTER DRIVE
PITTSBURGH, PA 15205
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
monaloh basin
engineers
300 BUSINESS CENTER DRIVE
PITTSBURGH, PA 15205
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gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
monaloh basin
engineers
zv 300 BUSINESS CENTER DRIVE
Z. v v PITTSBURGH, PA 15205
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OF 84
WATERBAR (PLAN VIEW)
WATERBARS, AS APPROPRIATE.
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
--------- STORM SEWER
E UNDERGROUND ELECTRIC
H/ WATER LINE
SAN SANITARY SEWER
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
ACCESS ROAD
DETAIL 1
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
WETLAND r-1 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 12).
PERMANENT WATERBAR/SLOPE BREAKER
V (PROFILE VIEW)
0 TEMPORARY WATERBAR/SLOPE BREAKER
(PROFILE VIEW)
1p TRENCH BREAKER/PLUG
OSTREAM CROSSING
OUSFWS STREAM CROSSING
WITH ENHANCED CONTROLS
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
CULVERT ACCESS ROAD WATERBARS
ACCESS ROAD
DETAIL 2
ACCESS ROAD
DETAIL 3
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SCALE: AS SHOWN
DATE: 9/26/17
DRAWN: JMS
CHECKED: DLH
APPROVED: NET
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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engineers
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MAJOR IMPROVEMENTS AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN
GROUP ID
DRAWING NO.
Q
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CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
U
SURFACE WATER FLOW WITHIN ROW
SCALE: AS SHOWN
DATE: 9/26/17
DRAWN: JMS
CHECKED: DLH
APPROVED: NET
gai consultants - INC, inc.I
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
a"
monaloh basin
engineers
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.
300 BUSINESS CENTER DRIVE
PITTSBURGH, PA 15205
LIMIT OF DISTURBANCE NOTES:
1•
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
412-788-2433
LOD
B S R F
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.
FENCE (BSRF)
3.
IMAGERY TAKEN FROM GOOGLE EARTH.
PROJECT NO./DASH NO.
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.
140468COMPOST
FILTER SOCK
5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
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.
TASK NO.
SUB TASK NO.
ROADSIDE DITCH
7.
ALL STATIONING SHOWN IS SLOPE STATIONING.
005
00
8.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
(UB
C:
SOIL 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
GROUP ID
DRAWING NO.
GENERALIZED SURFACE WATER FLOW
CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
SURFACE WATER FLOW WITHIN ROW
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.
D
AR -100
WATERBAR OUTLET (PLAN VIEW)
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 TIME OF CONSTRUCTIONS. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT
WATERBAR (PLAN VIEW)
WATERBARS, AS APPROPRIATE.
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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1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
SURVEY FOOT, CENTRAL MERIDAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB -METER ACCURACY.
3. AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5. WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. THESE DRAWINGS ARE NOT INTENDED TO PROVIDE EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
SEE EROSION AND SEDIMENTATION CONTROL PLANS FOR COMPLETE REQUIREMENTS AND BMP LOCATIONS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
1
PROPOSED ACCESS ROAD
COVER SHEET
2
COVER SHEET
3
ALIGNMENT SHEET NUMBER
INTENTIONALLY LEFT BLANK
4
INTENTIONALLY LEFT BLANK
5
INTENTIONALLY LEFT BLANK
6
CONSTRUCTION ALIGNMENT (STA. 0+00 TO 57+00 )
7
CONSTRUCTION ALIGNMENT (STA. 57+00 TO 114+00 )
8
CONSTRUCTION ALIGNMENT (STA. 114+00 TO 166+00 )
9
CONSTRUCTION ALIGNMENT (STA. 166+00 TO 216+00 )
9A
CONSTRUCTION ALIGNMENT (STA. 216+00 TO 225+00 )
10
CONSTRUCTION ALIGNMENT (STA. 225+00 TO 279+00 )
11
CONSTRUCTION ALIGNMENT (STA. 279+00 TO 333+00 )
© 2017 GAI Consultants, Inc.
Atlantic
Coast
Pipeline
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
12
PROPOSED ACCESS ROAD
CONSTRUCTION ALIGNMENT (STA. 333+00 TO 385+00 )
13
CONSTRUCTION ALIGNMENT (STA. 385+00 TO 387+00 )
14
ALIGNMENT SHEET NUMBER
CONSTRUCTION ALIGNMENT (STA. 387+00 TO 441+00 )
15
CONSTRUCTION ALIGNMENT (STA. 441+00 TO 495+00 )
16
CONSTRUCTION ALIGNMENT (STA. 495+00 TO 549+00 )
17
CONSTRUCTION ALIGNMENT (STA. 549+00 TO 603+00 )
18
CONSTRUCTION ALIGNMENT (STA. 603+00 TO 657+00 )
19
CONSTRUCTION ALIGNMENT (STA. 657+00 TO 671+00 )
20
CONSTRUCTION ALIGNMENT (STA. 671+00 TO 727+00 )
21
CONSTRUCTION ALIGNMENT (STA. 727+00 TO 783+00 )
21A
CONSTRUCTION ALIGNMENT (STA. 727+00 TO 783+00 )
22
CONSTRUCTION ALIGNMENT (STA. 783+00 TO 821+00 )
L WELDON QUADRANGLE
NORTH CAROLINA (2013)
BEGIN 36" P-2 7.5 MINUTE SERIES (TOPOGRAPHIC)
PIPELINE
SR -1302 US -158 -
SR -1310
SR -1301 ;
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LEGEND
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AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
23
PROPOSED ACCESS ROAD
CONSTRUCTION ALIGNMENT (STA. 821+00 TO 873+00 )
24
CONSTRUCTION ALIGNMENT (STA. 873+00 TO 927+00 )
25
ALIGNMENT SHEET NUMBER
CONSTRUCTION ALIGNMENT (STA. 927+00 TO 981+00 )
26
CONSTRUCTION ALIGNMENT (STA. 981+00 TO 1035+00 )
27
CONSTRUCTION ALIGNMENT (STA. 1035+00 TO 1089+00 )
28
CONSTRUCTION ALIGNMENT (STA. 1089+00 TO 1143+00 )
29
CONSTRUCTION ALIGNMENT (STA. 1143+00 TO 1197+00 )
30
CONSTRUCTION ALIGNMENT (STA. 1197+00 TO 1251+00 )
31
CONSTRUCTION ALIGNMENT (STA. 1251+00 TO 1305+00 )
32
CONSTRUCTION ALIGNMENT (STA. 1305+00 TO 1359+00 )
33
CONSTRUCTION ALIGNMENT (STA. 1359+00 TO 1413+00 )
34
CONSTRUCTION ALIGNMENT (STA. 1413+00 TO 1467+00 )
11
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PROPOSED GAS PIPELINE
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35
PROPOSED ACCESS ROAD
CONSTRUCTION ALIGNMENT (STA. 1467+00 TO 1521+00 )
COUNTY LINES
USGS 7.5 MINUTE TOPOGRAPHICAL BOUNDARIES
®
ALIGNMENT SHEET NUMBER
CONSTRUCTION ALIGNMENT (STA. 1575+00 TO 1629+00 )
ACCESS ROAD SHEET NUMBER
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
35
CONSTRUCTION ALIGNMENT (STA. 1467+00 TO 1521+00 )
36
CONSTRUCTION ALIGNMENT (STA. 1521+00 TO 1575+00 )
37
CONSTRUCTION ALIGNMENT (STA. 1575+00 TO 1629+00 )
38
CONSTRUCTION ALIGNMENT (STA. 1629+00 TO 1683+00 )
39
CONSTRUCTION ALIGNMENT (STA. 1683+00 TO 1737+00 )
40
CONSTRUCTION ALIGNMENT (STA. 1737+00 TO 1791+00 )
41
CONSTRUCTION ALIGNMENT (STA. 1791+00 TO 1845+00 )
42
CONSTRUCTION ALIGNMENT (STA. 1845+00 TO 1899+00 )
43
CONSTRUCTION ALIGNMENT (STA. 1899+00 TO 1953+00 )
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SR -1618 ENDIELD QUADRANGLE
® SR -1001 NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
NC -903
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Y - NC -561 ® SR -1207
SR -1687
SR -1204 ® SR -1211
DARLINGTON QUADRANGLE SR -1205
NORTH CAROLINA (2013) X104
�\ 7.5 MINUTE SERIES (TOPOGRAPHIC)
SR -1206
1-95
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.
R
SR -1002
`i
NC -481
HALIFAX COUNTY
RINGWOOD QUADRANGLE
NORTH CAROLINA (2013)
' 7.5 MINUTE SERIES (TOPOGRAPHIC)
NASH COUNTY
NC -1226
NASH I COUNTY
DRAKE QUADRANGLE SCALE: AS SHOWN
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC) DATE: 10120117
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, Inc.
4 4198 0
SUITE 141ROAD
NC -1500 GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C140468
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005 00
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- SHEET 1 OF 189
1
SR -1206
1-95
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.
R
SR -1002
`i
NC -481
HALIFAX COUNTY
RINGWOOD QUADRANGLE
NORTH CAROLINA (2013)
' 7.5 MINUTE SERIES (TOPOGRAPHIC)
NASH COUNTY
NC -1226
NASH I COUNTY
DRAKE QUADRANGLE SCALE: AS SHOWN
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC) DATE: 10120117
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, Inc.
4 4198 0
SUITE 141ROAD
NC -1500 GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C140468
jt..� TASK NO. SUB TASK NO.
005 00
S LE: " = 60 GROUP ID DRAWING NO.
D E001
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1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
SURVEY FOOT, CENTRAL MERIDAN 81e W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB -METER ACCURACY.
3. AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5. WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. THESE DRAWINGS ARE NOT INTENDED TO PROVIDE EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
SEE EROSION AND SEDIMENTATION CONTROL PLANS FOR COMPLETE REQUIREMENTS AND BMP LOCATIONS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
WNbr-t
SHEET NO.
REV.
SHEET TITLE
44
PROPOSED ACCESS ROAD
Carelina���
45
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CONSTRUCTION ALIGNMENT (STA. 2007+00 TO 2061+00 )
46
ALIGNMENT SHEET NUMBER
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© 2017 GAI Consultants, Inc.
Atlantic
Coast
Pipeline
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
44
PROPOSED ACCESS ROAD
CONSTRUCTION ALIGNMENT (STA. 1953+00 TO 2007+00 )
45
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CONSTRUCTION ALIGNMENT (STA. 2007+00 TO 2061+00 )
46
ALIGNMENT SHEET NUMBER
CONSTRUCTION ALIGNMENT (STA. 2061+00 TO 2115+00 )
47
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CONSTRUCTION ALIGNMENT (STA. 2115+00 TO 2169+00 )
48
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CONSTRUCTION ALIGNMENT (STA. 2169+00 TO 2213+00 )
49
CONSTRUCTION ALIGNMENT (STA. 2213+00 TO 2267+00 )
50
L7
CONSTRUCTION ALIGNMENT (STA. 2267+00 TO 2321+00 )
51
CONSTRUCTION ALIGNMENT (STA. 2321+00 TO 2374+00 )
52
�
CONSTRUCTION ALIGNMENT (STA. 2374+00 TO 2331+00 )
53
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CONSTRUCTION ALIGNMENT (STA. 2331+00 TO 2385+00 )
54
CONSTRUCTION ALIGNMENT (STA. 2385+00 TO 2439+00 )
I SM
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
55
PROPOSED ACCESS ROAD
CONSTRUCTION ALIGNMENT (STA. 2439+00 TO 2493+00 )
56
tzi
CONSTRUCTION ALIGNMENT (STA. 2493+00 TO 2547+00 )
57
ALIGNMENT SHEET NUMBER
1 CONSTRUCTION ALIGNMENT (STA. 2547+00 TO 2601+00 )
58
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CONSTRUCTION ALIGNMENT (STA. 2601+00 TO 2655+00 )
59
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CONSTRUCTION ALIGNMENT (STA. 2655+00 TO 2709+00 )
60
CONSTRUCTION ALIGNMENT (STA. 2709+00 TO 2763+00 )
61
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CONSTRUCTION ALIGNMENT (STA. 2763+00 TO 2817+00 )
62
CONSTRUCTION ALIGNMENT (STA. 2817+00 TO 2871+00 )
63
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CONSTRUCTION ALIGNMENT (STA. 2871+00 TO 2925+00 )
64
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CONSTRUCTION ALIGNMENT (STA. 2925+00 TO 2945+14 )
65
CONSTRUCTION ALIGNMENT (STA. 2945+14 TO 3000+00 )
LEGEND
AP -2 PIPELINE DRAWING INDEX
PROPOSED GAS PIPELINE
REV.
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
66
PROPOSED ACCESS ROAD
CONSTRUCTION ALIGNMENT (STA. 3000+00 TO 3054+00 )
COUNTY LINES
tzi
USGS 7.5 MINUTE TOPOGRAPHICAL BOUNDARIES
®
ALIGNMENT SHEET NUMBER
CONSTRUCTION ALIGNMENT (STA. 3108+00 TO 3162+00 )
ACCESS ROAD SHEET NUMBER
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
66
J
CONSTRUCTION ALIGNMENT (STA. 3000+00 TO 3054+00 )
67
tzi
CONSTRUCTION ALIGNMENT (STA. 3054+00 TO 3108+00 )
68
SHEET
CONSTRUCTION ALIGNMENT (STA. 3108+00 TO 3162+00 )
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NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
4
NC -1529
® NASH COUNTY
4
NC -1510
NC -43
4
NASH COUNTY
RED OAK QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
ROCKY MOUNT 7rti
WINSTEAD CROSSROADS QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
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NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
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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.
0
SCALE: 1" = 6000'
6000' 0 6000' 12000'
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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
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GROUP ID
DRAWING NO.
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1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
SURVEY FOOT, CENTRAL MERIDAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB -METER ACCURACY.
3. AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP 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 NRG.
6. ALL STATIONING SHOWN IS SLOPE STATIONING.
7. ERM AND JAMES HEMME, WV P. E. NO. 12195 (HEREAFTER COLLECTIVELY REFERRED TO AS ERM) HAVE
DEPICTED EROSION AND SEDIMENTATION CONTROL (E&SC) BEST MANAGEMENT PRACTICES (BMPS) ON THIS
ALIGNMENT PLAN SHEET PREPARED BY GAI CONSULTANTS, INC. FOR USE BY CONTRACTOR TO CONTROL
EROSION AND SEDIMENTATION DURING CONSTRUCTION OF THIS PROJECT. 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 THIS PLAN SET.
Norah
SHEET NO.
REV.
SHEET TITLE
66
PROPOSED TEMPORARY
CONSTRUCTION ALIGNMENT (STA. 3000+00 TO 3054+00 )
CarelinaV-1
R.O.W.
CONSTRUCTION ALIGNMENT (STA. 3054+00 TO 3108+00 )
68
UTILITY POLE
CONSTRUC11ON ALIGNMENT (STA. 3108+00 TO 3162+00 )
CALLBEFORE
YOU DIG I,
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
66
PROPOSED TEMPORARY
CONSTRUCTION ALIGNMENT (STA. 3000+00 TO 3054+00 )
67
R.O.W.
CONSTRUCTION ALIGNMENT (STA. 3054+00 TO 3108+00 )
68
UTILITY POLE
CONSTRUC11ON ALIGNMENT (STA. 3108+00 TO 3162+00 )
69
O
CONSTRUCTION ALIGNMENT (STA. 3162+00 TO 3216+00 )
70
GAS MARKER
CONSTRUCTION ALIGNMENT (STA. 3216+00 TO 3270+00 )
71
CONSTRUC11ON ALIGNMENT (STA. 3270+00 TO 3324+00 )
72
CONSTRUCTION ALIGNMENT (STA. 3324+00 TO 3378+00 )
73
CONSTRUCTION ALIGNMENT (STA. 3378+00 TO 3432+00 )
74
CONSTRUCTION ALIGNMENT (STA. 3432+00 TO 3486+00 )
75
CONSTRUC11ON ALIGNMENT (STA. 3486+00 TO 3540+00 )
76
CONSTRUCTION ALIGNMENT (STA. 3540+00 TO 3594+00 )
© 2016 GAI Consultants, Inc.
Atlantic
Coast
Rpeline
SM
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
77
PROPOSED TEMPORARY
CONSTRUCTION ALIGNMENT (STA. 3594+00 TO 3648+00 )
78
R.O.W.
CONSTRUCTION ALIGNMENT (STA. 3648+00 TO 3700+00 )
78A
UTILITY POLE
CONSTRUCTION ALIGNMENT (STA. 3700+00 TO 3702+00 )
79
O
CONSTRUCTION ALIGNMENT (STA. 3702+00 TO 3756+00 )
80
GAS MARKER
CONSTRUCTION ALIGNMENT (STA. 3756+00 TO 3810+00 )
81
CONSTRUCTION ALIGNMENT (STA. 3810+00 TO 3864+00 )
82
CONSTRUCTION ALIGNMENT (STA. 3864+00 TO 3918+00 )
83
CONSTRUCTION ALIGNMENT (STA. 3918+00 TO 3972+00 )
84
CONSTRUCTION ALIGNMENT (STA. 3972+00 TO 4026+00 )
85
CONSTRUCTION ALIGNMENT (STA. 4026+00 TO 4080+00 )
86
CONSTRUCTION ALIGNMENT (STA. 4080+00 TO 4134+00 )
LEGEND
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
_G—G— EXISTING GAS PIPELINE
PROPOSED PERMANENT EASEMENT
PROPOSED ACCESS ROAD
PROPERTY LINE
X X X FENCE
EDGE OF GRAVEL
EDGE OF PAVEMENT
----------- CULVERT
OHE OVERHEAD UTILITY LINES
STREAM
DITCH
rL ROAD
COUNTY LINE
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
87
PROPOSED TEMPORARY
CONSTRUCTION ALIGNMENT (STA. 4134+00 TO 4188+00 )
88
R.O.W.
CONSTRUCTION ALIGNMENT (STA. 4188+00 TO 4242+00 )
89
UTILITY POLE
CONSTRUCTION ALIGNMENT (STA. 4242+00 TO 4304+00 )
90
O
CONSTRUCTION ALIGNMENT (STA. 4304+00 TO 4350+00 )
91
GAS MARKER
CONSTRUCTION ALIGNMENT (STA. 4350+00 TO 4404+00 )
92
CONSTRUCTION ALIGNMENT (STA. 4404+00 TO 4458+00 )
93
CONSTRUCTION ALIGNMENT (STA. 4458+00 TO 4512+00 )
94
CONSTRUCTION ALIGNMENT (STA. 4512+00 TO 4566+00 )
95
CONSTRUCTION ALIGNMENT (STA. 4566+00 TO 4620+00 )
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1-95
4198 COX ROAD
SUITE 114
SR-2130SR-21 ® GLEN ALLEN, VA 23060
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US -501 C 140468
TASK NO. SUB TASK NO.
005 00
SCALE: 1" = 6000' GROUP ID DRAWING NO.
D E001
6000' 0 6000' 12000'
d. SHEET INDEX 9-1
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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CHECKED: DLH
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APPROVED: NET
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1-95
4198 COX ROAD
SUITE 114
SR-2130SR-21 ® GLEN ALLEN, VA 23060
1
804-270-9357
r _ N.C. COL #F-0269
0000..
PROJECT N0./DASH NO.
US -501 C 140468
TASK NO. SUB TASK NO.
005 00
SCALE: 1" = 6000' GROUP ID DRAWING NO.
D E001
6000' 0 6000' 12000'
d. SHEET INDEX 9-1
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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APPROVED: NET
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1-95
4198 COX ROAD
SUITE 114
SR-2130SR-21 ® GLEN ALLEN, VA 23060
1
804-270-9357
r _ N.C. COL #F-0269
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US -501 C 140468
TASK NO. SUB TASK NO.
005 00
SCALE: 1" = 6000' GROUP ID DRAWING NO.
D E001
6000' 0 6000' 12000'
d. SHEET INDEX 9-1
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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1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
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2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB -METER ACCURACY.
3. AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5. WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY NRG.
6. THESE DRAWINGS ARE NOT INTENDED TO PROVIDE EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
SEE EROSION AND SEDIMENTATION CONTROL PLANS FOR COMPLETE REQUIREMENTS AND BMP LOCATIONS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
Norah
SHEET NO.
REV.
SHEET TITLE
96
J Z
CONSTRUCTION ALIGNMENT (STA. 4620+00 TO 4674+00 )
Carellna��
CONSTRUCTION ALIGNMENT (STA. 4674+00 TO 4728+00 )
98
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CALLBEFORE
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AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
96
J Z
CONSTRUCTION ALIGNMENT (STA. 4620+00 TO 4674+00 )
97
CONSTRUCTION ALIGNMENT (STA. 4674+00 TO 4728+00 )
98
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99
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105
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© 2016 GAI Consultants, Inc.
Atlantic
Coast
Rpeline
115M
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
106
J Z
CONSTRUCTION ALIGNMENT (STA. 5112+00 TO 5160+00 )
107
CONSTRUCTION ALIGNMENT (STA. 5160+00 TO 5214+00 )
108
J w
CONSTRUCTION ALIGNMENT (STA. 5214+00 TO 5268+00 )
109
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CONSTRUCTION ALIGNMENT (STA. 5268+00 TO 5322+00 )
110
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113
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115
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116
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CONSTRUCTION ALIGNMENT (STA. 5646+00 TO 5657+11 )
LEGEND
PROPOSED GAS PIPELINE EXTRA WORK SPACE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
—G—G— EXISTING GAS PIPELINE WETLAND
PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY
R.O.W.
PROPOSED ACCESS ROAD
PROPERTY LINE UTILITY POLE
X X X FENCE O WELL
EDGE OF GRAVEL 0 TANK
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----------- CULVERT
O TEST STATION
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DITCH
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COUNTY LINE
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
117
J Z
CONSTRUCTION ALIGNMENT (STA. 5657+11 TO 5712+00 )
118
CONSTRUCTION ALIGNMENT (STA. 5712+00 TO 5766+00 )
119
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CONSTRUCTION ALIGNMENT (STA. 5766+00 TO 5820+00 )
120
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CONSTRUCTION ALIGNMENT (STA. 5820+00 TO 5874+00 )
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�, SCALE: 1" = 6000'
6000' 0 6000' 12000'
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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C140468
TASK NO. SUB TASK NO.
005 00
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D E003
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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INLET/OUTLET PROTECTION
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GENERALIZED SURFACE WATER FLOW
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VIRGINIA C. CLEMENTS
LL -16-007 PAULINE COLLIER MASSEY HOWELL
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PARCEL I.D. # 4030-49-2708
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PARCEL I.D. # 430-45-5636
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PARCEL I.D. # 4030-48-9633 697 LF
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PAULINE COLLIER MASSEY
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I.D. # 4030-37-8037
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PIPE SPECIFICATION
131+64 I 131+93
HICKORY TREE RD I HICKORY TREE RD
N N N N N w co I w I w w w CD ? ? ? CD CT CT CP CP Of Of Of
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10/20/17
DRAWN:
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NOTES:
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PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
p
w
LEGEND
O
J
J
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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
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
O
z
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
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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 MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
N
rn
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
O
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
TC
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.
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT NOJDASH NO.
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TASK NO. SUB TASK NO.
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NOTE:
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X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE Ixxxx
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL WETLAND rl UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY) I✓
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
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PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
PERMANENT WATERBAR/SLOPE BREAKER
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TEMPORARY WATERBAR/SLOPE BREAKER
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LEGEND
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AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
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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.
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.
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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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.
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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.
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
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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ACCESS ROAD
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TC
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4198 COX ROAD
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N.C. COL #F-0269
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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
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DRAWN:
GPT
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— — — — — — —
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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.
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
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TC
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�
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50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
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PIPE SPECIFICATION
PI 7910
LEGEND
PROPERTY LINE - — — — — — — — - STORM SEWER
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
X X FENCE E UNDERGROUND ELECTRIC
STREAM W WATER LINE
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
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(COLOR SHOWN TO PROVIDE CLARITY ONLY) I✓
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785+24
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
EDGE STREAM SHLF005
BELTED SILT RETENTION
Ep
TRENCH BREAKER/PLUG
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AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
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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.
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.
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
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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.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
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APPROVED: NET
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4198 COX ROAD
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GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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N.C. COL #F-0269
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10/20/17
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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.
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ALL STATIONING SHOWN IS SLOPE STATIONING.
AREA OF NO DISTURBANCE
AT THE UPLAN D/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)
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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
TC
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
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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
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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
m
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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 FROM 11-03-2014 THRU 11-07-2014.
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UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
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STREAM CROSSING
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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
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O
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X
ORANGE SAFETY FENCE
6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
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CULVERT/ACCESS ROAD WATERBARS
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=>
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11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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ACCESS ROAD
— — —
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TC
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4198 COX ROAD
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GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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C140468
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MARY W. GARRIS o '� �' tO LOIS MARIE MCWILLIAMS J N/F N/F w
I PARCEL I.D. #0402881I I I LL -17-093 HOLMES, ET AL I BETTIE GRACE & ZENOBIA I ROBERT B JERNELL TRUSTEE
I LL -17-092 636 LF I I I N/F PARCEL I.D. #0401801 I FONTAINE COFIELD I & PAULA JERNELL TRUSTEE
N/F MARY W. GARRIS 898 LF PARCEL I.D. #0401153 PARCEL I.D. #0401979 1342 LF 3814 LF
PAM WOOD PARCEL I.D. x•0402881
PARCEL I.D. #0402879 I I 537 LF I I
PROPERTY OWNERSHIP 1477 LF 63 LF
PIPE SPECIFICATION
14741 475+59
EDGE F IDGE OF
INTERSTA E 95 INTERSTATE 95 ,
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PERMANENT WATERBAR/SLOPE BREAKER
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LIMIT OF DISTURBANCE
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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.
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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.
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STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
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WATER LINE
PROPOSED TEMPORARY R.O.W.
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CONTROLS (COMPOST FILTER SOCK TO BE USED
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6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
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AREA OF NO DISTURBANCE
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AT THE UPLAN D/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
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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
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CONSTRUCTION ENTRANCE WITH DITCH
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
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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
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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
TC
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)
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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.
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DATE:
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gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT
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C140468
TASK NO.
SUB TASK N0.
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