20140957 Ver 2_More Info Received Part 3_20171020

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 10/20/2017 3:27:26 PM (Supplemental Submital)
Accept by Montalvo, Sheri A 10/23/2017 9:44:59 AM (NON -DOT - Existing Project)
• The task was assigned to Montalvo, Sheri A 10/20/2017 3:27 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#*
Version*
Is this project in a CAMAAEC area?* r Yes
r No
Reviewer List:*
Select Reviewing Office:*
Project Submittal Interim Form
subrritted:
Project Contact Information:
Name: Cassandra Forsyth
Vft is subnit ing the inforrretion?
Email Address: [e-mail]
Project Information:
Existing ID #:* Existing Version:*
140957 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 3
Please upload all files that need to be submited.
30F4_RALEIGH PACKAGE_FOR_SUBMISSION.pdf 141.87MB
Only pdr files are accepted.
V By checking the box and signing box below, I certify that:
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• 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:
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STATIONING &
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PROPERTY OWNERSHIP
PIPE SPECIFICATION
3392+95 3401+58 3401+81
COUNTRYSIDE RD. BRUCE RD.41 BRUCE RD.
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r 3393+35
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INLET/OUTLET PROTECTION
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
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100
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EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
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DATE:
10/20/17
DRAWN:
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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
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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
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3.
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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
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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
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O
CONTROLS (COMPOST FILTER SOCK TO BE USED
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140468
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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
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CULVERT AS NEEDED
♦
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005
00
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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
GROUP ID
DRAWING NO.
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D
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PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
78A
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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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
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10/20/17
DRAWN:
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CHECKED:
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NOTES:
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E
UNDERGROUND ELECTRIC
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o
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3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
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6.
7.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
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N
AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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8.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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011111=0CULVERT
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DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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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
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
T(+
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OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
PROPOSED GAS PIPELINE
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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.
O
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DRAWN:
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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.
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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 N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E080
80 OF 189

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TONY EARL HAWLEY
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`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) �✓
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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
PARCEL I.D. #2760-12-3639
— — —
PROPOSED PERMANENT EASEMENT
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T(+
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PROPERTY OWNERSHIP
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PIPE SPECIFICATION
STATION EQUATION 11 3826+88
STATION = 3821+88.55 BK. 3826+25 RIGHT OF WAY 3850+58
STATION = 3818+24.47 AHD EDGE OF NC RT 42 I ;
WETLAND WWIP007F ,
LA 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
ao 00 100 00 Co CD oo CD CD I I I CD CD CD o0 0o OD OD 00 00 00 00 00 00 OD OD OD OD 0o 00
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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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(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
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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
— — —
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�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
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KAY
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WV HINNANT
`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
FRANK M HINNANT AND
N/F
MAVIS E
AND WILLIE G EARL
=>
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
KENNETH W WADDELL
TURBIDITY CURTAIN (PLAN VIEW)
NARRON NICHOLS
WATERBAR OUTLET (PLAN VIEW)
KAY NARRON NICHOLS
PARCEL I.D. #
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HEIRS
CLEL
LUTHER JR BRYANT
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PARCEL I.D. #2669-18-3444
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50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
N/F
INLET/OUTLET PROTECTION
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1172 LF
2659-88-8315
721 LF
335 LF
711 LF
492 LF
PARCEL I.D. #
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SUSAN W ALFORD
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R.J. HINNANT & SONS FARMS
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Row NIY 117 RF
PIPE SPECIFICATION
STATION EQUATION I I l i II
STATION = 3886+73.53 K.
STATION = 3884+10.83 AHD. '
w w w w w w w w w w w ww II II w w w w w w w w w w w w w w w
0o w w w w w w w w w w w w w w w co w coco co co co co co co co to
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N Cn w O N w O N F� m Im w O N � w O N F� m w O w
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v °VD, v -4 v OD o m, o m, � v �, I II RIGHT OF WAY v STATION = 3895+87.76 BK.
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STRING VIEW BAND s s s o 0 0 3887+09
EDGE OF
to co to co 0 co RIGHT OF WAY w
I
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LEGEND
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X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
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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.
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1.
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— — — — — — —
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J pip
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EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
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3.
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STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W
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PROPOSED TEMPORARY R.O.W.
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X
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6.
7.
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IN PLACE OF BSRF)
=CuBSOIL
TYPE
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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
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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
— — —
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.
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gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E082
82 OF 189

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W NELSON HARE
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21 LF
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THE LAMPE COMPANY INC
PARCEL I.D. #2659-40-8899
1081 LF
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PARCEL I.D. #03002015A I PARCEL I.D. #03C99003F
1008 LF 1636 LF
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PARCEL I.D. #03PO4041
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ERM NC, INC.
359 LF 670 LF 966 LF
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PIPE SPECIFICATION
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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.
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O
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+
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0
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0
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0
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0
O
0
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0
O
0
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`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
O
0
O
0
O
0
O
0
O
0
O
0
O
SURFACE WATER FLOW WITHIN ROW
0
O
0
O
0
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0
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0
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0
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0
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0
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a
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IMAGERY TAKEN FROM GOOGLE EARTH.
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5.
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STREAM
W
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PROPOSED TEMPORARY R.O.W.
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CONTROLS
OLS (COMPOST FILTER SOCK TO BE USED
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AREA OF NO DISTURBANCE
AT THE UPLAND/WATERBODY BOUNDARY
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8.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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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
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10.
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(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
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11.
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ACCESS ROAD
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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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gai consultants - NC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT NOJDASH NO.
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STATIONING &
CONSTRUCTION LIMITS
PIPE SPECIFICATION
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RIGHT OF WAY I I RIGHT OF WAY EDGE OF BAYEDGE OF BAY I EDGE OF
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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.
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DEANS LEGGETT
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03PO5010A
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PARCEL I.D. #
PROPOSED GAS PIPELINE
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966 LF
1033 LF
WATERBAR (PLAN VIEW)
387 LF
1108 LF
632 LF
PARCEL I.D. �
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
1338 LF
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PROPERTY OWNERSHIP
239 LF
PIPE SPECIFICATION
4043+85 4044+47 4065+98 4066+29 1 4069+37
RIGHT OF WAY I I RIGHT OF WAY EDGE OF BAYEDGE OF BAY I EDGE OF
4044+29 VALLEY RD VALLEY RD BEULAHTOWN RD
EDGE OF RT 22246 41
CY) I I II I I II
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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.
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DRAWN:
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NOTES:
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PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
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TEMPORARY WATERBAR/SLOPE BREAKER
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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
F_
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.
0
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UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
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STREAM CROSSING
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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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O
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UI
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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
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
U
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)
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PIPE SPECIFICATION
4080+18 I I I I II 4108+75 I I I 4110+29 4121+26
CL STREAM SJOB104 RIGHT OF WAY II WETLAND WJ00004F WETLAND WJ00004F I I 4124+11
4103+92 RIGHT OF WAY
WETLAND WJ08105F ;
0 0 0 0 0 0 0 0 0 0 41 46 I I I I 4 46 46 46 46 46 46 I I 146 46 46 46 4
00 CD CD CD CD to to to to to O O O OI I I I N N I I I N N W W W
+ N O OD O N O OD O N O OD O N O OD O N 41 01 00 O N 41
0 0 0 0 0 0 0 0 0 0 0 o b 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 o O
1 t I I I I I I I I I I
4109+23
4103+79 4123+48 4123+77
WETLAND WJOB105F Ij EDGE OF EDGE OF EDGE OF
GLENDALE RD z46
z o z o C:1
I I ABEDNEGO RD I I ABEDNEGO RD o
4080+95 v OD v w v 0 v o 4109+03 N
WETLAND WJOB111 S + , + , + , + , EDGE OF I III 4109+38 I I I o N
Cori . W o . CON . CO o . RIGHT OF WAY 4123+29 4126+36 o N
GLENDALE RD
STRING VIEW BAND 0 o I I RIGHT OF WAY I I WETLAND WJOP022F N
MC71
LEGEND
— — PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
STREAM W WATER LINE
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 UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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PIPE SPECIFICATION
4080+18 I I I I II 4108+75 I I I 4110+29 4121+26
CL STREAM SJOB104 RIGHT OF WAY II WETLAND WJ00004F WETLAND WJ00004F I I 4124+11
4103+92 RIGHT OF WAY
WETLAND WJ08105F ;
0 0 0 0 0 0 0 0 0 0 41 46 I I I I 4 46 46 46 46 46 46 I I 146 46 46 46 4
00 CD CD CD CD to to to to to O O O OI I I I N N I I I N N W W W
+ N O OD O N O OD O N O OD O N O OD O N 41 01 00 O N 41
0 0 0 0 0 0 0 0 0 0 0 o b 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 o O
1 t I I I I I I I I I I
4109+23
4103+79 4123+48 4123+77
WETLAND WJOB105F Ij EDGE OF EDGE OF EDGE OF
GLENDALE RD z46
z o z o C:1
I I ABEDNEGO RD I I ABEDNEGO RD o
4080+95 v OD v w v 0 v o 4109+03 N
WETLAND WJOB111 S + , + , + , + , EDGE OF I III 4109+38 I I I o N
Cori . W o . CON . CO o . RIGHT OF WAY 4123+29 4126+36 o N
GLENDALE RD
STRING VIEW BAND 0 o I I RIGHT OF WAY I I WETLAND WJOP022F N
MC71
LEGEND
— — PROPERTY LINE - — — — — — — — - STORM SEWER
X X FENCE E UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
STREAM W WATER LINE
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 UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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
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WATERBAR OUTLET (PLAN VIEW)
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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.
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.
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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.
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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 NOJDASH NO.
140468
TASK NO. SUB TASK N0.
005 00
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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
— — —
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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
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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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SURFACE SURFACE WATER FLOW WITHIN ROW
11.
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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ACCESS ROAD
— — —
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PROPOSED GAS PIPELINE
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�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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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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4609+89
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NOTE: •4595+-1 1 4b9b+32
ED OF
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5% <5% .<5%: •5% <5% <5% 5' <' .<5% <5% <5% — —
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PROFILE VIEW . . .
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VERT: 1 200,
4594+70 4595+37 4609+65
4594+82 4595+48 4609+69
46 46 � 11 11 46
Ln cn cn cn cn cn cn CI rnrn � rn rn _p,(0 O� O 0)
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PIPE SPECIFICATION
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— — PROPERTY LINE - —
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W+
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TRENCH BREAKER/PLUG
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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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ii.
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INLET/OUTLET PROTECTION
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PIPE SPECIFICATION
4654+94
4635+15 STATION EQUATION 4654+51 I I II
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LEGEND
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INLET/OUTLET PROTECTION
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SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
GPT
CHECKED:
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APPROVED:
NET
gal consultants - INC, 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
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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.
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.
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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.
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9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
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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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N.C. COL #F-0269
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_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 =CuBSOIL 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
011111=0CULVERT AS NEEDED DRAINAGE; 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 ,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
�/ SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT 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 PERMANENT WATERBARS, AS APPROPRIATE.
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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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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 SEWER3. IMAGERY TAKEN FROM GOOGLE EARTH.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA 1p 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
o STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
X X FENCE E UNDERGROUND ELECTRIC COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
USTREAM 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.
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_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 =CuBSOIL 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
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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 PERMANENT WATERBARS, AS APPROPRIATE.
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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 N0./DASH NO.
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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 SEWER3. IMAGERY TAKEN FROM GOOGLE EARTH.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA 1p 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
o STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
X X FENCE E UNDERGROUND ELECTRIC COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
USTREAM 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
OLS (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 =CuBSOIL 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
011111=0CULVERT AS NEEDED DRAINAGE; 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 ,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
�/ SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT 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 PERMANENT WATERBARS, AS APPROPRIATE.
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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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gal consultants - INC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E103
103 OF 189
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 11-03-2014 THRU 11-07-2014.
— — PROPERTY LINE — — — — — — — — — STORM SEWER3. IMAGERY TAKEN FROM GOOGLE EARTH.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA 1p 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
o STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
X X FENCE E UNDERGROUND ELECTRIC COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
USTREAM 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
OLS (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 =CuBSOIL 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
011111=0CULVERT AS NEEDED DRAINAGE; 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 ,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
�/ SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT 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 PERMANENT WATERBARS, AS APPROPRIATE.
T(+
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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gal consultants - INC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E103
103 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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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
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005 00
GROUP ID DRAWING NO.
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103 OF 189
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DRAWN: GPT
CHECKED: DLIH
APPROVED: NET
gal consultants - INC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK N0.
005 00
GROUP ID DRAWING NO.
D E103
103 OF 189
gal consultants - INC, Inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
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005 00
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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 - —
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STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
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WATER LINE
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EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
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WATERBAR OUTLET (PLAN VIEW)
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PROPOSED GAS PIPELINE
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50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
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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.
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NOTES:
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PERMANENT WATERBAR/SLOPE BREAKER
LOD
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
LLl +
00
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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UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
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STREAM CROSSING
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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.
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COMPOST FILTER SOCK
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UONTRSFWS STREAM CROSSING WITH ENHANCED
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5.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
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WATER LINE
PROPOSED TEMPORARY R.O.W.
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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.
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AREA OF NO DISTURBANCE
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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
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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
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CONSTRUCTION ENTRANCE WITH DITCH
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DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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EDGE OF GRAVEL
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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
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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
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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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10/20/17
DRAWN:
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SCALE: AS SHOWN
DATE:
10/20/17
DRAWN:
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APPROVED:
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104 OF 189