20160017 Ver 1_More Info Received_20160125

Homewood, Sue
From: Amy James <[e-mail]>
Sent: Monday, January 25, 2016 1:52 PM
To: Homewood, Sue
Subject: RE: PNG Line 328 Relocation PCN - Forsyth County
Attachments: 2015-12-22_PNG LINE 328_90% Plans_Sealed.pdf
Hi Sue,
Attached are the construction plans for the project—sheets 7 and 8 should answer all your questions. If not, let me know
where you still need more information and I'll track down what you need.
Thanks,
Amy
Amy E. James, PWS
Environmental Planning and Permitting
3500 Gateway Centre Blvd, Suite 200
Morrisville, NC 27560
919.755.5011 (office)
919.653.7043 (direct)
919.623.5411 (cell)
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Rerght Peopfc. Right Wutruns�
From: Homewood, Sue[mailto:[e-mail]]
Sent: Friday, January 22, 2016 4:43 PM
To: Amy James <[e-mail]>
Subject: PNG Line 328 Relocation PCN - Forsyth County
Amy,
There are a couple of additional items that I need in order to issue the 401 for the above project. Please submit the
following items, via email will be sufficient. If you think it will take you more than 2 weeks to submit this additional
information please let me know so I can follow up with a written letter to "officially" hold the application while you work
on it. Please let me know if you have any comments/questions.
For the two stream crossings, all work must be done "in the dry". Therefore, dewatering methods will be
necessary to temporarily dewater the stream channel during pipe installation. Please provide a construction
sequence that details the method of dewatering to be utilized at the site and the sequence of construction events
to be followed to ensure compliance with this condition.
If the trench will be re-estabilished using riprap, please provide a detail showing the proper installation (below the
streambed elevation) of the riprap

9
EXISTING LINE 328
LOCATION MAP, NTS
LEGEND
EXISTING PIPELINE
PROPOSED PIPELINE
PNG LINE 328 - NEW WALKERTOWN ROAD
♦ n1 � Y • � r
'OSED LINE 328
90% PRELIMINARY DRAWINGS
FORSYTH COUNTY, NORTH CAROLINA
R# 0326717
SHEET INDEX
SHEET NUMBER
DRAWING TITLE
1
COVER SHEET
2
OVERALL KEY MAP
3-6
PLAN AND PROFILE
7-9
DETAILS
PIPELINE DATA
DIAMETER
TOTAL LENGTH
TEMPORARY DISTURBED AREA
PERMANENT DISTURBED AREA
10"
3,630 LF
1.15 ACRES
4.10 ACRES
LINE 328 BILL OF MATERIALS
PNG CATALOG NUMBER
MATERIAL
UNIT
QUANTITY
16270
PIPE ERW CFB/PC 10 X .365 X-52
LF
310
16275
PIPE ERW CFB 10 X .365 X-52 DRL
LF
3,420
CRAVEN
ELL WLD 45 10 X 10.365 WT 3R FS
PAMLICO
16558
EA
7
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16572
EA
8
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TENNESSEE MITCHELL AVERY
16820
EA
4
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16370
EA
4
- NASH
1480 MWP .72 DESIGN FACTOR
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14151
CS 3600 PSIG FOR 6.00 AND LARGER
EA
8
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--
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LF
2,400
--
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17
--
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NOTE: THESE DRAWINGS ARE PRINTED TO 24X36 SCALE AND WILL NOT BE TO SCALE
IF PRINTED TO 11X17.
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO. DATE REVISION(S) DESCRIPTION BY CHK APPD DESCRIPTION APPROVALS SHEET(S) 01 OF 09 DWG SCALE
DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY A 11-19-2015 60% PLANS AREA CODE DATE SIGNATURE INITIALS REGIONAL PNG LINE 328 - NEW WALKERTOWN ROAD
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE Piedmont
DWG DATE 12/14/2015 STATION ID
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING B 12-18-2015 90% PLANS ACCOUNT NUMBER ENGINEER
IS CURRENT ONLY THROUGH THE LATEST REVISED PROJECT NUMBER 20161152 DATE SIGNATURE INITIALS MGR TECH Natural r6i Gas DRAWING NUMBER
DATE STATED THEREON. TO INSURE THERE IS NO RISK REC & STD
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE DRAWING BY TLB WINSTON-SALEM NORTH CAROLINA 01 L0328 0101 2015 B
COPIES OF THIS DRAWING MUST BE DESTROYED IN CHECKER DATE SIGNATURE INITIALS PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT CORP. OFFICE 4720 PIEDMONT ROW DRIVE
(RIM) POLICY 1001 1 SIGNATURE ENGINEER CHARLOTTE, NC 28210 RC STATION/METER/LINE NUMBER YEAR REVISION

PROPOSED PIPELINE
EXISTING PIPELINE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED
NO.1
DATE
DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
A
11-19-2015
B
12-18-2015
1-14A4 FqR
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REVISION(S) DESCRIPTION BY I CHK APPDJ DESCRIPTION APPROVALS
60% PLANS AREA CODE DATE SIGNATURE INITIALS
REGIONAL
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PROJECT NUMBER 20161152 DATE SIGNATURE INITIALS MGR TECH
DRAWING BY TLB REC & STD
CHECKER DATE SIGNATURE / INITIALS PRINCIPAL
SIGNATURE ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
PNG LINE 328 - NEW WALKERTOWN ROAD
WINSTON-SALEM, NORTH CAROLINA
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DWG DATE 12/14/2015 1 STATION ID
DRAWING NUMBER
01 L0328 0101 2015 B
RC STATION/METER/LINE NUMBER YEAR REVISION

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N: 877,719.56 PINJOHNS H. �VANHOY \ \'
E: 1,651,368.33 EXISTING LINE 328 (TVP.) PROPOSED SILT FENCE (TYP.)
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N NOTES, DETAILS
PROPOSED TIE-IN
IN: 877,699.77
E: 1,651,368.31
ELE: 951.16'
SEE SHEET 9 FOR DETAILS
EXISTING TOP OF PIPE 10"
N: 877,680.65
E: 1,651,368.20
ELE: 948.66'
1040
1030
1020
1010
1000
990
980
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EXISTING STREAM
PROPOSED EASEMENT LIMITS
EXISTING TREE LINE (TYP.)
EXISTING TREE (TYP.)
10.75" X 0.365 X52 FBE COATING
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PROPOSED TRENCH PLUG (TYP.)
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EXISTING GRADE
CORROSION NOTES:
40 20 0 40 POLYETHYLENE ENCASEMENT(POLYWRAP) INSTALLATION
HORIZONTAL SCALE: 1 INCH= 40 FEET NOTES:
1. INSTALL SUCH THAT NO DIRT OR BEDDING
40 20 0 40 MATERIAL COMES INTO CONTACT WITH PIPE.
VERTICAL SCALE: 1 INCH= 40 FEET 2. ALL LUMPS OF CLAY, MUD, CINDERS, DEBRIS, ETC
SHALL BE REMOVED BEFORE PIPE IS COVERED.
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CLEAN ALL DIRT FROM SURFACE OF PIPE.
5.
CUT POLYWRAP AT LEAST T LONGER THAN PIPE.
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6.
WRAP 2 OR 3 LAYERS OF TAPE COMPLETELY
1000
'�'
AROUND PIPE WHERE TAPPING MACHINE WILL BE
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AND POLYWRAP.
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- - - - - - - - - - - - - EXISTING INTERMEDIATE CONTOUR (1)
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EXISTING EDGE OF PAVEMENT
-0-0-0— EXISTING FENCE
( ^_( EXISTING WETLAND AREA
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO. DATE
DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY A 11-19-2015 60`.
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
LINE 328 TRANSMISSION PROFILE
EXISTING PROPERTY LINE
SSD SSD SSD EXISTING STORMSEWER
PROPOSED RIGHT OF WAY
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PROPOSED SILT FENCE TIMBER MAT
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CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING B 12-18-2015 90% PLANS
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
RIM POLICY 1001
REVISION(S) DESCRIPTION
APPD DESCRIPTION
AREA CODE
ACCOUNT NUMBER
PROJECT NUMBER 2011
DRAWING BY TLB
APPROVALS
PNG LINE 328 - NEW WALKERTOWN ROAD SHEET(S) 030F09 DWG SCALE
REGIONAL Piedmont
ENGINEER01
DWG DATE 1 211 4/2 01 5 STATION ID
MGR TECH DRAWING NUMBER
REC&STD r6111111 PIEDMONT 01 Gas WINSTON-SALEM, NORTH CAROLINA 01 L0328 0101 2015 B
PRINCIPAL NATURAL GAS CORP.CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210 RC STATIONIMETER/LINE NUMBER YEAR REVISION

PROPOSED 15' X 40'
BORE PIT
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10" PROPOSED PIPELINE
MIN. 2' CLEARANCE
PROPOSED 10" STEEL PIPELINE
WITH ARO COATING (190 LF)
(LINE 328)
PROPOSED 10" STEEL PIPELINE
WITH ARO COATING (60 LF)
(LINE 328)
PROPOSED ROCK CONSTRUCTION (TYP.)
EXISTING EDGE OF
PAVEMENT (TYP.)
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(DESIGN BY OTHERS) (TYP.)
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I
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PROPOSED EDGE
OF PAVEMENT
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ROAD RIGHT OF WAY
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WEXIST�INGSTREAM TOP OF BANK
PROPOSED 15'X 40'
BORE PIT
INSTALL (3) #12 BLACK
STRANDED WIRES
AND WIRE INTO 3" BIG FINK
TEST STATION
SEE CORROSION NOTES,
THIS SHEET FOR DETAILS
INSTALL BORIN STEALTH PERMANENT
REFERENCE ELECTRODE
SEE SHEET 9 FOR DETAILS
OD E
D
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RS)
GAS GAS GAS - GAS GAS
EXISTING WETLAND
PROPOSED SILT FENCE (TYP.)
PIN: 6857-27-8427.00 EXISTING FENCE (TYPJ
LINDA FAYE OVERBY CHURCH
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PROPOSED EASEMENT LIMITS
PROPOSED TIMBER MAT
EXISTING WETLAND AREA
10.75" X 0.365 X52 FEE COATING
GAS - GAS - GAS - GAS GAS
EXISTING STREAM
i EXISTING WETLAND
PROPOSED 10" STEEL PIPELINE
(LINE 328)
GAS GAS GAS GAS
GAS GAS GAS GAS GAS GAS GAS
40 20 0 40
HORIZONTAL SCALE: 1 INCH= 40 FEET
40 20 0 40
VERTICAL SCALE: 1 INCH= 40 FEET
21+00
22+00
—UC—UC—UC— EXISTING UNDERGROUND CABLE
SS SS SS— EXISTING SANITARY SEWER
—UP—UP—UP— EXISTING UNDERGROUND ELECTRIC
900- – EXISTING INDEX CONTOUR (5')
EXISTING INTERMEDIATE CONTOUR (1)
EXISTING TREE LINE
GAS GAS — PROPOSED PIPELINE
� PROPOSED PIPELINE WITH ARO COATING
G EXISTING PIPELINE
EXISTING EDGE OF PAVEMENT
–0-0-0— EXISTING FENCE
_. T_ _^_( EXISTING WETLAND AREA
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO. DATE
DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY A 11-19-2015 60%
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
23+00
24+00
--D� Dom' .
PROPOSED 135' CONVENTIONAL
BORE AT 1.23" (NO CASING)
START STATION: 23+12
30+00 31+00 32+00
1030
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EXISTING STORMSEWER
1020
6. WRAP 2 OR 3 LAYERS OF TAPE COMPLETELY
— —
PROPOSED RIGHT OF WAY
PLACED.
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CORROSION NOTES:
960
950
END STATION, 24+47
COATING: ARO
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1. INSTALL SUCH THAT NO DIRT OR BEDDING
930
EXISTING STREAM BANK
_
920
PROPOSED CONSTRUCTION ENTRANCE
910
10,
PROPOSED WATERBARIRIGHT-OF-WAY DIVERSION
F
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3. USE FABRIC SLING OR PADDED CABLE FOR LIFTING
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IPROPOSED ROAD LINE (ASSUMED 2' UNDERGROUND)
EXISTING WATER LINE I i
MIN. 2' CLEARANCE
(ASSUMED 2' UNDERGROUND) EXISTING COMMUNICATIONS
MIN. 2' CLEARANCE LINE (ASSUMED 2' UNDERGROUND)
10" PROPOSED PIPELINE
MIN. 2' CLEARANCE
21+00
22+00
—UC—UC—UC— EXISTING UNDERGROUND CABLE
SS SS SS— EXISTING SANITARY SEWER
—UP—UP—UP— EXISTING UNDERGROUND ELECTRIC
900- – EXISTING INDEX CONTOUR (5')
EXISTING INTERMEDIATE CONTOUR (1)
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GAS GAS — PROPOSED PIPELINE
� PROPOSED PIPELINE WITH ARO COATING
G EXISTING PIPELINE
EXISTING EDGE OF PAVEMENT
–0-0-0— EXISTING FENCE
_. T_ _^_( EXISTING WETLAND AREA
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO. DATE
DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY A 11-19-2015 60%
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
23+00
24+00
--D� Dom' .
PROPOSED I8"STORMSEWER
30+00 31+00 32+00
1030
SSD SSD SSD —
EXISTING STORMSEWER
1020
6. WRAP 2 OR 3 LAYERS OF TAPE COMPLETELY
— —
PROPOSED RIGHT OF WAY
PLACED.
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990
PROPOSED SILT FENCE
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TEMPORARY WORK SPACE
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CORROSION NOTES:
960
950
— —1111 —
PROPOSED EASEMENT
940
w
W W W
EXISTING WATER LINE
_
1. INSTALL SUCH THAT NO DIRT OR BEDDING
930
EXISTING STREAM BANK
_
920
PROPOSED CONSTRUCTION ENTRANCE
910
10,
PROPOSED WATERBARIRIGHT-OF-WAY DIVERSION
REVI IONS) DESCRIPTION
3. USE FABRIC SLING OR PADDED CABLE FOR LIFTING
I BY
I CHK
I APPD
CONSIDERED CONFIDENTIAL (OM -1098). THIS DRAWING B 12-18-2015 90% PLANS
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS& INFO. MANAGEMENT
(RIM) POLICY 1001
25+00
26+00
27+00
LINE 328 TRANSMISSION PROFILE
PROPOSED MAJOR CONTOUR (6)
PROPOSED MINOR CONTOUR (1')
TRENCH PLUG
TIMBER MAT
EXISTING TREE
PROPOSED BORE PIT
DESCRIPTION
CODE
UNIT NUMBER
=CT NUMBER 2011
ING BY TLB
APPROVALS
28+00
29+00
REGIONAL 01 Piedmont
ENGINEER
MGR TECH Natural Gas
REC &STD r6111111
PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
1040
WRAPPED PIPES.
30+00 31+00 32+00
1030
S. CUT POLYWRAP AT LEAST 2' LONGER THAN PIPE.
1020
6. WRAP 2 OR 3 LAYERS OF TAPE COMPLETELY
1010
PLACED.
1000
�
990
AND POLYWRAP.
980
8. BACKFILL TRENCH ACCORDING TO SPECIFICATIONS
970
Z
CORROSION NOTES:
960
950
POLYETHYLENE ENCASEMENT (POLYWRAP)INSTALLATION
940
w
NOTES:
1. INSTALL SUCH THAT NO DIRT OR BEDDING
930
MATERIAL COMES INTO CONTACT WITH PIPE.
920
2. ALL LUMPS OF CLAY, MUD, CINDERS, DEBRIS, ETC
910
SHALL BE REMOVED BEFORE PIPE IS COVERED.
3. USE FABRIC SLING OR PADDED CABLE FOR LIFTING
900
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
PNG LINE 328 - NEW WALKERTOWN ROAD SHEETS) 040F09 DWG SCALE
DWG DATE 12/14/2015 STATION ID
DRAWING NUMBER
WINSTON-SALEM, NORTH CAROLINA 01 L0328 0101 2015 FB
RC STATIONIMETER/UNE NUMBER YEAR REVISION
WRAPPED PIPES.
30+00 31+00 32+00
4. CLEAN ALL DIRT FROM SURFACE OF PIPE.
S. CUT POLYWRAP AT LEAST 2' LONGER THAN PIPE.
6. WRAP 2 OR 3 LAYERS OF TAPE COMPLETELY
AROUND PIPE WHERE TAPPING MACHINE WILL BE
PLACED.
7. MOUNTTHE TAPPING MACHINE ON THE TAPED
AREA AND MAKE TAP DIRECTLY THROUGH TAPE
AND POLYWRAP.
8. BACKFILL TRENCH ACCORDING TO SPECIFICATIONS
BEING CAREFUL NOT TO DAMAGE POLYWRAP
DURING TAMPING.
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
PNG LINE 328 - NEW WALKERTOWN ROAD SHEETS) 040F09 DWG SCALE
DWG DATE 12/14/2015 STATION ID
DRAWING NUMBER
WINSTON-SALEM, NORTH CAROLINA 01 L0328 0101 2015 FB
RC STATIONIMETER/UNE NUMBER YEAR REVISION

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GAS - GAS
1040
1030
1020
1010
1000
990
980
Z 970
0 960
950
J
w 940
930
920
910
900
32+00 33+00
PROPOSED TEMPORARY EASEMENT LIMITS
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EXISTING EDGE OF DIRT ROAD
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EXISTING UNDERGROUND CABLE
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EXISTING GRADE
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w/I
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PROPOSED BORE PIT
E (TYP.)
i
DRAWING BY
PROPOSED CONSTRUCTION ENTRANCE
EXISTING EDGE OF
DIRT ROAD (TVP.)
10.75" X 0.365 X52 FEE COATING
GAS GAS GAS - GAS - GAS GAS - GAS - GAS - GAS - GAS - GAS - GAS
EXISTING EDGE
OF DIRT ROAD
PROPOSED EASEMENT LIMITS
PROPOSED SILT FENCE (FYP.)
10.75"X 0.365 X52 ARO COATING
GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS- GAS GAS GAS
40 20 0 40
HORIZONTAL SCALE: 1 INCH= 40 FEET
40 20 0 40
VERTICAL SCALE: 1 INCH= 40 FEET
-UC-UC-UC-
EXISTING EDGE OF DIRT ROAD
DATE
EXISTING UNDERGROUND CABLE
I I
SS
SS-
EXISTING SANITARY SEWER
-UP-UP-UP-
APPROVALS
- -
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EXISTING INDEX CONTOUR (5')
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- - - - -
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EXISTING INTERMEDIATE CONTOUR (1)
I I
I I
PROPOSED SILT FENCE
AREA CODE
EXISTING TREE LINE
DATE
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EXISTING GRADE
PROPOSED PIPELINE
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EXISTING PIPELINE
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ACCOUNT NUMBER
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EXISTING FENCE
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PROPOSED BORE PIT
DRAWING BY
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED WATERBAR/RIGHT-OF-WAY DIVERSION
CHECKER
SIGNATURE
DATE
SIGNATURE INITIALS
PRINCIPAL
ENGINEER
0
RC STATION/METER/LINE NUMBER YEAR REVISION
MIN. 10' BELOW
DILLON FARM RD
10" PROPOSED PIPELINE
-UC-UC-UC-
EXISTING EDGE OF DIRT ROAD
DATE
EXISTING UNDERGROUND CABLE
SS
SS
SS-
EXISTING SANITARY SEWER
-UP-UP-UP-
APPROVALS
- -
EXISTING UNDERGROUND ELECTRIC
-
900-
-
EXISTING INDEX CONTOUR (5')
- -
- - - - -
- - - -
EXISTING INTERMEDIATE CONTOUR (1)
PROPOSED SILT FENCE
AREA CODE
EXISTING TREE LINE
DATE
GAS �
GAS
PROPOSED PIPELINE
B
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90% PLANS
EXISTING PIPELINE
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ACCOUNT NUMBER
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-0-0-0-
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EXISTING TREE
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1040
1030
1020
1010
1000'
990
980
970 Z
960 F
950
940 w
930
920
910
900
34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00
LINE 328 TRANSMISSION PROFILE
-------------------------
EXISTING EDGE OF DIRT ROAD
DATE
I REVISION(S) DESCRIPTION
BY
SSD SSD SSD
EXISTING STORMSEWER
DESCRIPTION
APPROVALS
- -
PROPOSED RIGHT OF WAY
10
TRENCH PLUG
SHEET(S) 05 OF 09
1 DWG SCALE
OHU OHU
EXISTING OVERHEAD ELECTRIC
11-19-2015
60% PLANS
PROPOSED SILT FENCE
AREA CODE
DATE
SIGNATURE I INITIALS
REGIONAL
ENGINEER
TIMBER MAT
B
ELIMINARY PLANS
RFOR
90% PLANS
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TEMPORARY WORKSPACE
ACCOUNT NUMBER
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`{
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20161152
DATE
SIGNATUREIINmALS
MGR TECH
REC & STD
EXISTING STREAM BANK
PROPOSED BORE PIT
DRAWING BY
PROPOSED CONSTRUCTION ENTRANCE
PROPOSED WATERBAR/RIGHT-OF-WAY DIVERSION
CHECKER
SIGNATURE
DATE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED
NO.1
DATE
I REVISION(S) DESCRIPTION
BY
I CHK
I APPD
DESCRIPTION
APPROVALS
Piedmont
r6liNatural G a s
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
PNG LINE 328 -NEW WALKERTOWN ROAD
W I N STO N -SALE M 1 NORTH CAROLINA
SHEET(S) 05 OF 09
1 DWG SCALE
DO NOT SCALE THIS DRAWING -USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
RIM POLICY 1001
A
11-19-2015
60% PLANS
AREA CODE
DATE
SIGNATURE I INITIALS
REGIONAL
ENGINEER
DWG DATE 12/14/2015 STATION ID
DRAWING NUMBER
01 L 0328 0101 2015 LJ
B
12-18-2015
90% PLANS
ACCOUNT NUMBER
PROJECT NUMBER
20161152
DATE
SIGNATUREIINmALS
MGR TECH
REC & STD
DRAWING BY
TLB
CHECKER
SIGNATURE
DATE
SIGNATURE INITIALS
PRINCIPAL
ENGINEER
RC STATION/METER/LINE NUMBER YEAR REVISION

PIN: 6857-36-3162.00
HAROLD MCGEE HOOVER JR.
M
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1040
1030
1020
1010
1000
990
980
970
960
950
940
930
920
910
900
GAS
43+00
PROPOSED
GAS
INSTALL(3)#12 BLACK
STRANDED WIRES
AND WIRE INTO 3" BIG FINK
TEST STATION
SEE CORROSION NOTES,
THIS SHEET FOR DETAILS
PROPOSED TIE-IN
IN: 875,846.73
E: 1,653,568.79
ELE: 947.41'
SEE SHEET 9 FOR DETAILS
PROPOSED 10" STEEL PIPELINE
(LINE 328)
PROPOSED SILT FENCE (TYP.)
LIMITS
EXISTING TREE LINE (TYP.)
GAS GAS
44+00
NCDOT
DB 2691 PG
10.75" X 0.365 X52 FBE COATING
GAS - GAS - GAS - GAS - GAS
EXISTING LINE 328 (TYP.)
EXISTING FENCE LINE (TYP.)
EXISTING TOP OF PIPE 10"/-'
N: 875,846.05
E: 1,653,589.31
ELE: 948.55'
PROPOSED TEMPORARY EASEMENT (TYP.)
EXISTING TOP OF PIPE 10"
IN: 875,847.64 S +
E:
ELE:E: 94 946.26'.26'
GAS GAS GAS GAS
EXISTING GRADE
PROPOSED TIE-IN
0
h
10" PROPOSED PIPELINE
45+00
46+00
LINE 328 TRANSMISSION PROFILE
47+00
1040
1030
1020
1010
1000
990 f
980 tz
970 z
960
950
940 w
930
920
910
900
40 20 0 40
HORIZONTAL SCALE: 1 INCH= 40 FEET
40 20 0 40
VERTICAL SCALE: 1 INCH= 40 FEET
CORROSION NOTES:
POLYETHYLENE ENCASEMENT(POLYWRAP) INSTALLATION
NOTES:
1. INSTALL SUCH THAT NO DIRT OR BEDDING
MATERIAL COMES INTO CONTACT WITH PIPE.
2. ALL LUMPS OF CLAY, MUD, CINDERS, DEBRIS, ETC
SHALL BE REMOVED BEFORE PIPE IS COVERED.
3. USE FABRIC SLING OR PADDED CABLE FOR LIFTING
WRAPPED PIPES.
4. CLEAN ALL DIRT FROM SURFACE OF PIPE.
5. CUT POLYWRAP AT LEAST 2' LONGER THAN PIPE.
6. WRAP 2 OR 3 LAYERS OF TAPE COMPLETELY
AROUND PIPE WHERE TAPPING MACHINE WILL BE
PLACED.
7. MOUNT THE TAPPING MACHINE ON THE TAPED
AREA AND MAKE TAP DIRECTLY THROUGH TAPE
AND POLYWRAP.
8. BACKFILLTRENCH ACCORDING TO SPECIFICATIONS
BEING CAREFUL NOT TO DAMAGE POLYWRAP
DURING TAMPING.
-UC
W
UC-
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A
11.19-I
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W O
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IP
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N
UP
0
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PROPOSED RIGHT OF WAY
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6
W
PIN: 6857-36-3162.00
HAROLD MCGEE HOOVER JR.
M
PROPOSED TRENCH PLUG (TVP.)
w
LLJ
``I^
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Z
2 I,
U
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G
1040
1030
1020
1010
1000
990
980
970
960
950
940
930
920
910
900
GAS
43+00
PROPOSED
GAS
INSTALL(3)#12 BLACK
STRANDED WIRES
AND WIRE INTO 3" BIG FINK
TEST STATION
SEE CORROSION NOTES,
THIS SHEET FOR DETAILS
PROPOSED TIE-IN
IN: 875,846.73
E: 1,653,568.79
ELE: 947.41'
SEE SHEET 9 FOR DETAILS
PROPOSED 10" STEEL PIPELINE
(LINE 328)
PROPOSED SILT FENCE (TYP.)
LIMITS
EXISTING TREE LINE (TYP.)
GAS GAS
44+00
NCDOT
DB 2691 PG
10.75" X 0.365 X52 FBE COATING
GAS - GAS - GAS - GAS - GAS
EXISTING LINE 328 (TYP.)
EXISTING FENCE LINE (TYP.)
EXISTING TOP OF PIPE 10"/-'
N: 875,846.05
E: 1,653,589.31
ELE: 948.55'
PROPOSED TEMPORARY EASEMENT (TYP.)
EXISTING TOP OF PIPE 10"
IN: 875,847.64 S +
E:
ELE:E: 94 946.26'.26'
GAS GAS GAS GAS
EXISTING GRADE
PROPOSED TIE-IN
0
h
10" PROPOSED PIPELINE
45+00
46+00
LINE 328 TRANSMISSION PROFILE
47+00
1040
1030
1020
1010
1000
990 f
980 tz
970 z
960
950
940 w
930
920
910
900
40 20 0 40
HORIZONTAL SCALE: 1 INCH= 40 FEET
40 20 0 40
VERTICAL SCALE: 1 INCH= 40 FEET
CORROSION NOTES:
POLYETHYLENE ENCASEMENT(POLYWRAP) INSTALLATION
NOTES:
1. INSTALL SUCH THAT NO DIRT OR BEDDING
MATERIAL COMES INTO CONTACT WITH PIPE.
2. ALL LUMPS OF CLAY, MUD, CINDERS, DEBRIS, ETC
SHALL BE REMOVED BEFORE PIPE IS COVERED.
3. USE FABRIC SLING OR PADDED CABLE FOR LIFTING
WRAPPED PIPES.
4. CLEAN ALL DIRT FROM SURFACE OF PIPE.
5. CUT POLYWRAP AT LEAST 2' LONGER THAN PIPE.
6. WRAP 2 OR 3 LAYERS OF TAPE COMPLETELY
AROUND PIPE WHERE TAPPING MACHINE WILL BE
PLACED.
7. MOUNT THE TAPPING MACHINE ON THE TAPED
AREA AND MAKE TAP DIRECTLY THROUGH TAPE
AND POLYWRAP.
8. BACKFILLTRENCH ACCORDING TO SPECIFICATIONS
BEING CAREFUL NOT TO DAMAGE POLYWRAP
DURING TAMPING.
-UC
UC
UC-
EXISTING UNDERGROUND CABLE
A
11.19-I
PIEDMONT'S
YEAR
REVISION
SS
SS
SS-
EXISTING SANITARY SEWER
SSD SSD -SDS
EXISTING STORMSEWER
-UP-UP-UP-
EXISTING UNDERGROUND ELECTRIC
PROPOSED RIGHT OF WAY
10 TRENCH PLUG
OHU CHU
EXISTING OVERHEAD ELECTRIC
900-
-
EXISTING INDEX CONTOUR (5')
PROPOSED SILT FENCE
-
TIMBER MAT
PRELIMINARY PLANS
--
-- -- --
-- -
EXISTING INTERMEDIATE CONTOUR (1')
EXISTING TREE LINE
I�7��_J
TEMPORARY WORK SPACE
NOT FOR CONSTRUCTION
`{ EXISTING TREE
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PROPOSED PIPELINE
- - - - - - -
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EXISTING PIPELINE
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EXISTING EDGE OF PAVEMENT
PROPOSED CONSTRUCTION ENTRANCE
-0-0-0
EXISTING FENCE
EXISTING WETLAND AREA
PROPOSED WATERBAR/RIGHT-OF-WAY DIVERSION
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED
NO.1
DATE
DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY
NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS& INFO. MANAGEMENT
A
11.19-I
PIEDMONT'S
YEAR
REVISION
90% PLANS
REVISION(S) DESCRIPTION
APPD
DESCRIPTION
CODE
UNT NUMBER
=CT NUMBER
11111=
APPROVALS
REGIONAL Piedmont
iedmont
MGR TECH Natural Gas
REC &STD r6111111
PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
PNG LINE 328 - NEW WALKERTOWN ROAD
WINSTON-SALEM, NORTH CAROLINA
SHEETS) 06 OF 09 1 DWG SCALE
DWG DATE 12/14/2015 STATION ID
01
DRAWING NUMBER
L0328 0101201
B
RC STATION/METER/LINE
NUMBER
YEAR
REVISION

50' CONSTRUCTION LIMITS
SUBSOIL MATERIAL TOPSOIL MATERIAL
– – – – – – 15
–
'-----
TIMBER MATS COMPOST FILTER SOCK TO CONTROL
_ITI,I,Ii RUNOFF FROM STORAGE AREA
STUMPS REMAIN IN PLACE EXCEPT
AS DEEMED NECESSARY FOR A PIPELINE
SAFE INSTALLATION
SECTION A -A
TRENCH STABILIZED LIMITS OF DISTURBANCE
AND SEEDED AS
NOTED BELOW AREA OF DISTURBANCE
A PROPOSED
PIPELINE (TYP.)
■ NI ■ ■ MI w MI
■ ■
qs TIMBER MATS `
C S SUBSOIL MATERIAL
SUBSOIL MATERIAL Al
♦� � GAS G S
` GAS GAS o�
TOPSOIL MATERIAL
4, 4' TRENCH TOPSOIL MATERIAL C9S JO
•� -°——0-0-0-0—C-0-0-0—DIRECTION OF
NOTE: �` ■ ■ ■ ■ MI ■ ■ O� WORK (TYP.)
1. NO LIME OR FERTILIZER SHALL BE NI ■ ■ ■ ■ ■ U
USED IN WETLAND AREAS.
2. SEGREGATE TOPSOIL FROM THE A
AREA DISTURBED BY TRENCHING,
EXCEPT IN AREAS WHERE
STANDING WATER IS PRESENT OR COMPOST FILTER SOCK TO CONTROL
SOILS ARE SATURATED OR FROZEN. RUNOFF FROM STORAGE AREA
TYPICAL TRENCH EROSION & SEDIMENT
CONTROLS FOR WETLAND AREAS
HEAVY DUTY��
LIFTING STRAPS PLAN VIEW
(RECOMMENDED)
*SURROUND WITH COMPOST FILTER SOCK
WELL VEGETATED, GRASSY AREA
ELEVATION VIEW
NO SCALE
PUMP—/
INTAKE HOSE
PUMP
DISCHARGE HOSE
CLAMPS
NOTES:
1. LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON -WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH
STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER
THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE
FOLLOWING STANDARDS:
PROPERY
TEST
METHOD
MINIMUM STANDARD
AVG. WIDE WIDTH STRENGTH
ASTM
D-4884
INTAKE STREAM BANK
60 Ib/in
GRAB TENSILE
ASTM
D-4632
REMOVED WITHIN
205 Ib
PUNCTURE
ASTM
D-4833
TOP OF BANK
110 Ib
MULLEN BURST
ASTM
D-3786
llllllllllll
350 psi
UV RESISTANCE
ASTM
D-4355
H/ —
70
AOS % RETAINED
ASTM
D-4751
e _
030534
80 Sieve
2. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE
PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL
BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED
ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS THAT ALREADY ATTACHED.
3. BAGS SHALL BE LOCATED IN WELL -VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION
RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE
PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE
PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON -ERODIBLE
AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS.
4. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST
FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN EQ OR EV WATERSHREDS, WITHIN 50 FEET OF
ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE.
5. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE
MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE.
6. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OF 1/2 THE MAXIMUM SPECIFIED BY THE
MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED.
7. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE
IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED
PUMPED WATER FILTER BAG
NO SCALE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED NO.1 DATE
DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY A 11-19-2015 60% PLANS
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING B 12-18-2015 90% PLANS
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
REVISION(S) DESCRIPTION
MIN 2FT
EARTHEN RAMP
TIMBER MAT OR
OTHER PORTABLE
SPAN
NATIVE SOIL
ALL WOOD MEMBERS
ARE MIN 4X4
""'"' ^'"^" ^ A '_VMIN IZED
NOTES:
A GEOTEXTILE UNDERLAYMENT
SHALL BE USED UNDER THE
WOOD MAT.
/DIRECTION OF TRAVEL
gNECTLOOPS
H MIN 3/16" CABLE CLAMPS
WOOD MAT FOR WETLAND CROSSINGS
NO SCALE
GEOTEXTILE MATHING
CULVERT WITH UNDERLAYMENT (SHALL
RIVER WEIGHT BE ATTACHED OR TACKED
(AS NEEDED) PRIOR INSTALLATION)
COMPOST
FILTER SOCK
NOTE: SEDIMENT BARRIER SHALL BE PLACED ACROSS
BRIDGE ENTRANCE/EXIT EVERY NIGHT.
NOTE: nn�rn r X/=Ai
TIMBER
MAT FOR
SUPPORT
(TYP)
ALL PIPES/BRIDGES
STREAM
BOTTOM
50 FT. MIN.
OF
ARE FOR
O
STREAM BANK
TEMP. NCDOT
CONSTRUCTION
INTAKE STREAM BANK
ONLY AND WILL BE TOP OF BANK
REMOVED WITHIN
TO BOTTOM OF SEDIMENT
ONE MONTH OF
�LLLLLLLLLLk
llllllllllll
TOP OF BANK
CONSTRUCTION/RESTORATION.
llllllllllll
+++►,,,� u,����
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PROPOSED PIPELINE
llllllllllll
ORDINARY HIGH WATER MARK
++`
E IS
TEMP. CONSTRUCTION TRENCH
2 FT. MIN.
H/ —
llllllllllll
AREA PUMPING UNIT
llllllllllll
e _
030534
°
llllllllllll
°
TIMBER MAT °
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°
FOR SUPPORT °
llllllllllll
°
(TYP)
llllllllllll
'�� CRY �R`+�
°
llllllllllll
EARTHEN RAMP
llllllllllll
HAUL ROAD =-
- HAUL ROAD
--
llllllllllll
llllllllllll
°
llllllllllll
WATERBAR,
COMPOST FILTER --\\
llllllllllll
° COMPOST FILTER
socK °
llllllllllll
° SOCK, ETC. TO BE
llllllllllll
REPLACED ACROSS
°
llllllllllll
HAUL ROAD AT END
ROW
STREAfVI CHANNEL
OF DAY
_ _ _ _ _
BOUNDARY
_ _
_ _ _ _ _
COMPOST FILTER
SOCK
TIMBER MAT BRIDGE
DETAIL
NO SCALE
BY
CHK
APPD
DESCRIPTION
APPROVALS
AREA CODE
DATE
SIGNATURE INITIALS
ACCOUNT NUMBER
PROJECT NUMBER
20161152
DATE
SIGNATURE INITIALS
DRAWING BY
TLB
CHECKER
SIGNATURE
DATE
SIGNATURE INITIALS
50 FT. MIN.
TOP OF
STREAM
BOTTOM
50 FT. MIN.
OF
O
STREAM BANK
TEMP. NCDOT
TOP
INTAKE STREAM BANK
NO. 57 STONE FILTER
TO BOTTOM OF SEDIMENT
TRAP
q
PUMP
+++►,,,� u,����
` vA CA,,pp6.
1 01G X 5W
SEDIMENT TRAP
—
++`
E IS
TEMP. CONSTRUCTION TRENCH
H/ —
•+ EAL
AREA PUMPING UNIT
e _
030534
50 GPM MAX CAP TRENCH
PLUGS
44 rr,,
�.��� •6`N 4 ,r R
SANDBAG DAM�`
�•`
(TYP.)
'�� CRY �R`+�
ENERGY DISSPATOR
DISCHARGE
50 FT. 50 FT.
—o—o� MIN. MIN.
�o—o—
TRENCH TRENCH
SPOIL SPOIL
`—COMPOST
FILTER SOCK
NOTES:
1. GRUBBING SHALL NOT TAKE PLACE WITHIN 50 FEET OF TOP -OF -BANK UNTIL ALL
MATERIALS REQUIRED TO COMPLETE CROSSING ARE ON SITE AND PIPES IS READY FOR
INSTALLATION.
2. BYPASS PUMP INTAKE SHALL BE MAINTAINED A SUFFICIENT DISTANCE FROM THE BOTTOM
TO PREVENT PUMPING OF CHANNEL BOTTOM MATERIALS.
3. TRENCH PLUGS SHALL BE INSTALLED WITHIN THE TRENCH ON BOTH SIDES OF THE
STREAM CHANNEL.
4. WATER ACCUMULATING WITHIN THE WORK AREA SHALL BE PUMPED TO A PUMPED WATER
FILTER BAG OR SEDIMENT TRAP WITH GRAVEL OUTLET PRIOR TO DISCHARGING INTO ANY RECEIVING SURFACE
WATER.
5. HAZARDOUS OR POLLUTANT MATERIAL STORAGE AREAS SHALL BE LOCATED AT LEAST
100 FEET BACK FROM THE TOP OF STREAMBANK.
6. ALL EXCESS EXCAVATED MATERIAL SHALL BE IMMEDIATELY REMOVED FROM THE STREAM
CROSSING AREA.
7. ALL DISTURBED AREAS WITHIN 50 FEET OF TOP -OF -BANK SHALL BE BLANKETED OR
MATTED WITHIN 24 HOURS OF INITIAL DISTURBANCE FOR MINOR STREAM OR 48 HOURS OF
INITIAL DISTURBANCE FOR MAJOR STREAMS UNLESS OTHERWISE AUTHORIZED.
8. APPROPRIATE STREAMBANK PROTECTION SHALL BE PROVIDED WITHIN THE CHANNEL.
UTILITY LINE STREAM CROSSING
WITH DAM AND PUMPING PLAN
NO SCALE
HARDWOOD STAKE ADD SEED MIX
EROSION CONTROL BLANKET
////—
STAKED TO MANUFACTURER'S
SPECIFICATIONS (INSTALL AFTER
SEEDING)
EXISTING STREAMBED GRADE
NOTES:
LIGHT STRAW MULCH
REPLACED TOPSOIL
(FINAL GRADE)
ORD. HIGH WATER MARK _ REPLACED NATURAL
(NORMAL HIGH FLOW) STREAMBED MATERIAL
3 NO FLOW OR
—„ BASEFLOW .�
1. REMOVE EXISTING STREAMBED MATERIAL AND
STOCKPILE SEPARATELY
REGIONAL PiedmontENGINEER
MGR TECH NaturalREC &STD Gas
PRINCIPAL COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
ENGINEER CHARLOTTE, NC 28210
STREAMBED RESTORATION FOR
TEMPORARY ROAD AND PIPE CROSSING
NO SCALE
PNG LINE 328 - NEW WALKERTOWN ROAD
WINSTON-SALEM, NORTH CAROLINA
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
SHEET(S) 07 OF 09 DWG SCALE
DWG DATE 12/14/2015 1 STATION ID
DRAWING NUMBER
01 L0328 0101 2015 B
RC STATION/METER/LINE NUMBER YEAR REVISION
1 I I I

MIN. 10 GA.
LINE WIRES
8' MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
FRONT VIEW
12-1/2 GA.
RMEDIATE
=S
GRADE
FILTER OF 1 INCH DIAMETER
#57 WASHED STONE
O�
000 0 0
SILT FENCE FABRIC TO OVERLAP `��'°o
HARDWARE CLOTH BY 12 INCHES So800 o O
o°D 8O ° °
SILT FENCE FABRIC
ON WIRE FENCE
T
^ r �o
O -o0 0°0' O W'6
oo° °o°c
0°80
00 °000
,g§0��8,0o q0 o0
j060
o �o'bo°°°m�Op°O p o o ° OO
0.
oRo`oo°„-ems°o ° ��o`�Cio VBo�S"°`�80ooQBo � ,02w- �
O""" °" °
HARDWARE CLOTH
ON WIRE FENCE STEEL FENCE POST
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMTER
#57 WASHED STONE o�
o�O
FLOW DIRECTION
NOTES:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
4. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
5. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TEMPORARY SILT FENCE
NO SCALE
FOR LATE WINTER AND SOIL AMENDMENTS
III=I�1I1=�1II-IIII Iii I I-1I1=�1II� I
= I,I�III iTI I I URY WIRE FENCE,
�_- - I°I HARDWARE CLOTH, AND I°I
LJ SILT FENCE FABRIC 6 LJ
INCHES INTO THE TRENCH
FRONT VIEW
NOTES:
1. INSPECT SILT FENCES OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
3. REMOVE ALL SILT FENCE OUTLET MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE OUTLET
EARLY SPRING:
SOIL AMENDMENTS:
TYPE
o AV,o - 7,)�"in
I I GRADE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
MAR 1 -JUN 1
RYE (GRAIN) - 120 LB/ACRE
-I I L=1I1=1I I=1I1=1I1=1I1=1I1=1I1=ITL=1I
"-III=111 �IIIIIIIIIIi�illl=i" "-I
� I I I-
_
ADD TALL FESCUE
COASTAL PLAIN, KOREAN IN MOUNTAINS) - 50
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
LB/ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
EXISTING
TOOL
STEEL POST
ROADWAY
TEMPORARY COVER IS NOT TO EXTEND BEYOND
MAINTENANCE:
JUNE
STONE OR RAILROAD BALLAST)
. •
�WOVEN WIRE FABRIC
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
SEEDING DATES:
SIDE VIEW
I' I
I I
SOIL AMENDMENTS:
SILT FENCE GEOTEXTILE FABRIC
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
PIEDMONT: JAN. 1 - MAY 1
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
COASTAL PLAIN: DEC. 1 - APR. 15
UNSCARIFIED) AND TALL FESCUE
120 LBS/ACRE (TALL FESCUE)
MULCH:
SEEDING DATES:
25 LBS/ACRE
u
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12' IN HEIGHT BEFORE
= FILL SLOPE
DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING
A
SACKS
STEEL FENCE POST SET
o
FOR REPAIR OF SILT
HARDWARE CLOTH
* CLAY,
MAXIMU
2/f1EFE—ENtRART
3:
FENCE FAILURES, USE
DWG DATE 12/14/2015
STATION ID
SACKS
12-18-2015
z_
No. 57 WASHED STONE.
100
* CLAY,
BETONITE, OR CONCRETE
STEEL
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
FOR ANCHOR WHEN SILT
SACKS
M GRADE
FENCE IS PROTECTING
50
CEMENT FILLED
BAGS (WETTED) OR MORTARED
MGR TECHr6111
REC & STD
Natural Gas
CATCH BASIN.
NORTH CAROLINA
STONE
NUMBER
0101 2015
B
6" MIN. COVER
SILT FENCE FABRIC lot
OVER SKIRT*
TLB
OVERLAP
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
OVERLAP
12
12
EXTEND WIRE 6" MIN. INTO
INCHES
DATE
INCHES
TRENCH AND ANCHOR SKIRT
AS DIRECTED BY ENGINEER*
RC STATION/METER/LINE NUMBER YEAR REVISION
GRADE
NOTES:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. INSPECT SILT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
4. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
5. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
TEMPORARY SILT FENCE
NO SCALE
FOR LATE WINTER AND SOIL AMENDMENTS
III=I�1I1=�1II-IIII Iii I I-1I1=�1II� I
= I,I�III iTI I I URY WIRE FENCE,
�_- - I°I HARDWARE CLOTH, AND I°I
LJ SILT FENCE FABRIC 6 LJ
INCHES INTO THE TRENCH
FRONT VIEW
NOTES:
1. INSPECT SILT FENCES OUTLETS AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
3. REMOVE ALL SILT FENCE OUTLET MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE
IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE OUTLET
EARLY SPRING:
SOIL AMENDMENTS:
TYPE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE:
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
MAR 1 -JUN 1
RYE (GRAIN) - 120 LB/ACRE
MULCH:
ANNUAL LESPEDEZA* (KOBE IN PIEDMONT AND
ADD TALL FESCUE
COASTAL PLAIN, KOREAN IN MOUNTAINS) - 50
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
LB/ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
EXISTING
TOOL
*OMIT ANNUAL LESPEDEZA WHEN DURATION OF
ROADWAY
TEMPORARY COVER IS NOT TO EXTEND BEYOND
MAINTENANCE:
JUNE
STONE OR RAILROAD BALLAST)
. •
COASTAL PLAIN: APR. 15 - AUG. 15
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
SEEDING DATES:
FOLLOWING EROSION OR OTHER DAMAGE
MOUNTAINS: ABOVE 2500 FEET: FEB. 15 - MAY 15
SOIL AMENDMENTS:
BELOW 2500 FEET: FEB. 1 - MAY 1
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
PIEDMONT: JAN. 1 - MAY 1
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
COASTAL PLAIN: DEC. 1 - APR. 15
UNSCARIFIED) AND TALL FESCUE
FOR SUMMER:
SOIL AMENDMENTS:
TYPE
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE:
AND 750 LB/ACRE 10-10-10 FERTILIZER
GERMAN MILLET* - 40 LB/ACRE
MAR 1 -JUN 1
USE THE FOLLOWING COMBINATIONS:
MULCH:
*IN THE PIEDMONT AND MOUNTAINS, A
ADD TALL FESCUE
SMALL -STEMMED SUDANGRASS MAY BE
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
EXISTING
TOOL
SEEDING DATES:
ROADWAY
MOUNTAINS: MAY 15 -AUG. 15
MAINTENANCE:
PIEDMONT: MAY 1 - AUG. 15
STONE OR RAILROAD BALLAST)
. •
COASTAL PLAIN: APR. 15 - AUG. 15
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY
.�
FOLLOWING EROSION OR OTHER DAMAGE
FOR FALL:
SOIL AMENDMENTS:
LBS/ACRE (SORGHUM -SUDAN HYBRIDS)
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE:
AND 1,000 LB/ACRE 10-10-10 FERTILIZER
RYE (GRAIN) - 120 LB/ACRE
UNSCARIFIED) AND TALL FESCUE
120 LBS/ACRE (TALL FESCUE)
MULCH:
SEEDING DATES:
25 LBS/ACRE
MOUNTAINS: AUG. 15 - DEC. 15 APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
NO SCALE
EXISTING ROADWAY
6" MIN.
PLAN
35' MIN.
� FABRIC UNDER STONE
CROSS SECTION
15' MI� NEW CONSTRUCTION
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED
2. MAINTAIN THE GRAVEL PAD INA CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE. IMMEDIATELY
REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
12" MIN.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
DATE TYPE PLANTING RATE
AUG 15-NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 -MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE
MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE
APR 15 -JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
TALL FESCUE AND BROWNTOP MILLET 125 LBS/ACRE (TALL FESCUE); 35
JUL 1 -AUG 15 OR SORGHUM -SUDAN HYBRIDS "** LBS/ACRE (BROWNTOP MILLET); 30
LBS/ACRE (SORGHUM -SUDAN HYBRIDS)
TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12' IN HEIGHT BEFORE
MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
50' MIN.
TYPE
BUT SUFFICIENT TO KEEP
IN CLAY SOILS)
SEDIMENT ON SITE
1,000 LBS/ACRE - 10-10-10
MAR 1 -JUN 1
USE THE FOLLOWING COMBINATIONS:
50 LBS/ACRE
MAR 1 - APR 15
ADD TALL FESCUE
120 LBS/ACRE
MAR 1 - JUN 30
• s > '
24' OR WIDTH OF
EXISTING
•• •• • •
PROPOSED STREET,
ROADWAY
2"-3" STONE TO BE USED (SURGE
WHICHEVER IS
NO SCALE
STONE OR RAILROAD BALLAST)
. •
GREATER.
JUN 1 - SEPT 1
.�
LBS/ACRE (BROWNTOP MILLET); 30
PLAN
35' MIN.
� FABRIC UNDER STONE
CROSS SECTION
15' MI� NEW CONSTRUCTION
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS USED
2. MAINTAIN THE GRAVEL PAD INA CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE. IMMEDIATELY
REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
12" MIN.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
FOR SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1):
DATE TYPE PLANTING RATE
AUG 15-NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1 -MAR 1 TALL FESCUE & ABRUZZI RYE 300 LBS/ACRE
MAR 1 -APR 15 TALL FESCUE 300 LBS/ACRE
APR 15 -JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS/ACRE
TALL FESCUE AND BROWNTOP MILLET 125 LBS/ACRE (TALL FESCUE); 35
JUL 1 -AUG 15 OR SORGHUM -SUDAN HYBRIDS "** LBS/ACRE (BROWNTOP MILLET); 30
LBS/ACRE (SORGHUM -SUDAN HYBRIDS)
TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12' IN HEIGHT BEFORE
MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
FOR SHOULDERS, SIDE DITCHES, SLOPES (3:1 TO 2:1):
DATE
TYPE
PLANTING RATE
IN CLAY SOILS)
SERICEA LESPEDEZA (SCARIFIED) AND
1,000 LBS/ACRE - 10-10-10
MAR 1 -JUN 1
USE THE FOLLOWING COMBINATIONS:
50 LBS/ACRE
MAR 1 - APR 15
ADD TALL FESCUE
120 LBS/ACRE
MAR 1 - JUN 30
OR ADD WEEPING LOVE GRASS
10 LBS/ACRE
MAR 1 - JUN 30
OR ADD HULLED COMMON
25 LBS/ACRE
BERMUDAGRASS
ANCHOR
NO SCALE
5
120 LBS/ACRE (TALL FESCUE); 35
JUN 1 - SEPT 1
TALL FESCUE AND BROWNTOP MILLET
LBS/ACRE (BROWNTOP MILLET); 30
STEEL
OR SORGHUM -SUDAN HYBRIDS "'
LBS/ACRE (SORGHUM -SUDAN HYBRIDS)
CHK
SERICEA LESPEDEZA (UNHULLED -
70 LBS/ACRE (SERICEA LESPEDEZA);
SEPT 1 -MAR 1
UNSCARIFIED) AND TALL FESCUE
120 LBS/ACRE (TALL FESCUE)
NOV 1 - MAR 1
AND ABRUZZI RYE
25 LBS/ACRE
"** TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW MORE THAN 12' IN HEIGHT BEFORE
MOWING; OTHERWISE, FESCUE MAY BE SHADED OUT.
NO SCALE
MIXTURE
AGRICULTURAL
2 TONS/ACRE (3 TONS/ACRE
LIMESTONE
IN CLAY SOILS)
FERTILIZER
1,000 LBS/ACRE - 10-10-10
10 TO 20
500 LBS/ACRE-20%
SUPERPHOSPHATE
50
>35
ANALYSIS
1,000
2 TONS/ACRE - SMALL GRAIN
MULCH
STEEL
STRAW
ASPHALT EMULSION AT 300
ANCHOR
NO SCALE
5
GALS/ACRE
COASTAL PLAIN AND PIEDMONT: AUG. 15 - DEC. 30 ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING SEEDBED PREPARATION:
TOOL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
MAINTENANCE:
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH. 4. APPLY AGRICULTURAL LIME, FERTILIZER AN SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL ("SEE BELOW).
SEEDBED PREPARATION: 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.
LIMING - APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOWN, AN APPLICATION OF GROUND 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
AGRICULTURAL LIMESTONE AT THE 6.106 RATE OF 1 TO 1 1/2 TONS/ACRE ON COARSE-TEXTURED SOILS AND 2-3 TONS/ACRE ON FINETEXTURED SOILS IS
USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE 7 MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
LIMED.
FERTILIZER - BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE, APPLY A 10-10-10 GRADE FERTILIZER AT 700-1,000 LB/ACRE. BOTH 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE
FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
MORE THAN 30 MINUTES BEFORE APPLICATION. *APPLY: AGRICULTURAL LIMESTONE- 2 TONS/ACRE MINIMUM OR PER SOIL TEST
SURFACE ROUGHENING - IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED, FERTILIZER - 10-10-10 ANALYSIS @ 900 LBS/ACRE
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, SUPERPHOSPHATE - 500 LBS/ACRE OF 20% ANALYSIS
RAKING, HARROWING, OR OTHER SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING (PRACTICE MULCH - 2 TONS (+/- 80 BALES) STRAW/ACRE
6.03, SURFACE ROUGHENING).
ANCHOR -USE LIQUID ASPHALT @ 400 GALS/ACRE
OR EMULSIFIED ASPHALT @ 300 GALS/ACRE
TEMPORARY SEEDING SCHEDULE PERMANENT SEEDING SCHEDULE
PIPE BEDDING
6 FT
w
EARTHEN RIDGE
eo
WATER BAR SPACING REQUIREMENTS
SLOPE (%)
SPACING (FT)
<5
125
5 TO 10
100
10 TO 20
75
20 TO 35
50
>35
25
SLOPE
RIGHT-OF-WAY DIVERSIONS (WATER BARS
NO SCALE
SECTION VIEW
q q
TRENCH PLUG SPACING (L)
TRENCH PLUG
SLOPE %
--►
PIPELINE
PIPE INVERT-'
PROFILE VIEW
STANDARD COMPACTED BACKFILL
<ED CLAY, BENTONITE OR
RETE -FILLED SACKS
TRENCH BOTTOM
MAXIMUM SPACING AND MATERIALS FOR TRENCH PLUGS
TRENCH SLOPE
SPACING L
NO SCALE
M
(FT)
PLUG MATERIAL
< 5
1,000
* CLAY,
BETONITE, OR CONCRETE
STEEL
SACKS
NO SCALE
5
15
500
* CLAY,
BETONITE, OR CONCRETE
STEEL
REVISION(S) DESCRIPTION
BY
CHK
APPD
SACKS
15
25
300
* CLAY,
BETONITE, OR CONCRETE
STEEL
1 DWG SCALE
DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING
A
SACKS
60% PLANS
25
35
200
* CLAY,
BETONITE, OR CONCRETE
STEEL
SIGNATURE INITIALS
REGIONAL
ENGINEER
DWG DATE 12/14/2015
STATION ID
SACKS
12-18-2015
35
100
100
* CLAY,
BETONITE, OR CONCRETE
STEEL
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
SACKS
>
100
50
CEMENT FILLED
BAGS (WETTED) OR MORTARED
MGR TECHr6111
REC & STD
Natural Gas
WINSTON-SALEM,
NORTH CAROLINA
STONE
NUMBER
0101 2015
* TOP SOIL MAY NOT BE USED TO FILL SACKS
NOTE: IMPERVIOUS TRENCH PLUGS ARE REQUIRED FOR ALL STREAM,
RIVER, WETLAND, OR OTHER WATER BODY CROSSINGS.
IILIY4Y1171,1�
i
FAL
030534 G
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. NEE `5
+��7111114111
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
NO SCALE
NO SCALE
TRENCH PLUGS
NO SCALE
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED
NO.
DATE
REVISION(S) DESCRIPTION
BY
CHK
APPD
DESCRIPTION
APPROVALS
Piedmont
P N G LINE 328 - NEW
WAL KE RTOW N ROAD
SHEET(S) 08 OF 09
1 DWG SCALE
DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING
A
11-19-2015
60% PLANS
AREA CODE
DATE
SIGNATURE INITIALS
REGIONAL
ENGINEER
DWG DATE 12/14/2015
STATION ID
B
12-18-2015
90% PLANS
ACCOUNT NUMBER
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
PROJECT NUMBER
20161152
DATE
SIGNATURE INITIALS
MGR TECHr6111
REC & STD
Natural Gas
WINSTON-SALEM,
NORTH CAROLINA
DRAWING
01 L0328
NUMBER
0101 2015
B
DRAWING BY
TLB
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
CHECKER
SIGNATURE
DATE
SIGNATURE/INITIALS
PRINCIPAL
ENGINEER
RC STATION/METER/LINE NUMBER YEAR REVISION

I►A►_X:7:421:1
2'± PAVED
SHOULDER (TYP.
PROPOSED THROW AWAY STOPPLE
12'±
PAVED
12'±
PAVED
NEW WALKERTON ROAD/HWY 311
10" PIPELINE
2'± PAVED
SHOULDER
ACCESS ROAD
MARKER
NOTES:
1. THE JACKING AND RECEIVING
PITS SHALL BE A MINIMUM OF 3
FEET FROM THE EDGE OF
ROAD.
Pipelir
Struci
Bullet Box &_
TP -,t Statinn Can
sinal for
Locator
�rence
:trode
Antenna
(Fragile! Handle with care.)
— Hook Ring
— Black Base
- Extra Lead Wire
DART GSM
Magnet
ID Label
Conduit
70'+/ -
PROPOSED 10" 45° OR 90° BEND.
SEE PLAN SHEETS.
O p O o O p O o O 0 O
O O O O O O O O O O O
PROPOSED STOPPLE PLUS PROPOSED STOPPLE PLUS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �i_ 0 0 0 0 0 0 0 0 0 0 o D o c
0 O o O 0 0 O o O o 0 O o O 0 0 O o O o 0 O oO O O O o O o 0 O o O o 0 O o O 0 0 G
O o o 0 0 o o 0 0 D o o 0 o o D o 0
O O O O O O O O O O O O O O O O O O O O O O O O O C
Z:D0 0 O o p 0 0 O o 0 0 0 O o p 0 Q O o 0 0 Q O o p 0 Q O o p 0 Q O o p 0 Q O o 0 0
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED
NO
DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
���II �/—Tj i\\��I�_�%/\�j i\\��II_�//,\�ji\\��II �//,\�j\\\SII �//,\�ji\\\�I�, //,\�ji\\��II_•//,\�j i\\�
//„
i\\\SII.,//�//i\\\\II_
2. THE SIDES OF THE JACKING
AND RECEIVING PITS SHALL BEO
o O
O O O
O
JACK &BORE
DETAIL
SHORED AS APPROPRIATE.
O O0 O O0 O O0 O O O O O O O
oo o
o Oo00 O O O
O O c:>
O OCONVENTIONAL
0 00 0o O
O 000 O O 0 0 O O 00 0 O 000 0 O 000 0 O 000 O O
O
OC
0 O 0 0 O
DETAIL
O O O O O O O
o
O
OBORING
NEW WALKERTOWN RD
0 o 0 o0
0 0 011V 0 0 0
o ooo
c
NTS
0 0 0 0 0 0 0
00 Oo 0 00 Oo 0 00 00 0 0 00 0 00 c
o
0�
0
o Oo 0 00 G
NO SCALEoo
0 o Oo 0 0 �o 0 o Oo o c
WdWirP?o 0 0 o o 0
0 0 0
O��o 00 00 O��
o o 0 0 o c O o 0 0 o 0 0 0 0 O o 0 0
0��0
0 0 0 O o 0 0
0 0 0Q5 O o o 0 0 O o o o 0 0
0 0 0 o 0
0 000 O 0 00 O 0 000 O 0 0 1 O 00r 0 000
O O 000 0 O
0 O o 0 O o 0 O o 0 C�) 0
0 O o 0 O
O O O O O O O O
� O O O O O O O
O O O
O O O
O
O O O
O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 o O0 0
0
0 00 0 0 o D0 c
0 O o O o 0 O O 0 0 0 0 O o 0 0 O o O
O o O o 0 O
o O
O O
o
0
O O O O
70'+/ -
PROPOSED 10" 45° OR 90° BEND.
SEE PLAN SHEETS.
O p O o O p O o O 0 O
O O O O O O O O O O O
PROPOSED STOPPLE PLUS PROPOSED STOPPLE PLUS o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �i_ 0 0 0 0 0 0 0 0 0 0 o D o c
0 O o O 0 0 O o O o 0 O o O 0 0 O o O o 0 O oO O O O o O o 0 O o O o 0 O o O 0 0 G
O o o 0 0 o o 0 0 D o o 0 o o D o 0
O O O O O O O O O O O O O O O O O O O O O O O O O C
Z:D0 0 O o p 0 0 O o 0 0 0 O o p 0 Q O o 0 0 Q O o p 0 Q O o p 0 Q O o p 0 Q O o 0 0
PROPRIETARY & CONFIDENTIAL ALL RIGHTS RESERVED
NO
DO NOT SCALE THIS DRAWING - USE DIMENSIONS ONLY
PIEDMONT'S NATURAL GAS FACILITY DRAWINGS ARE
CONSIDERED CONFIDENTIAL (OM -1095). THIS DRAWING
IS CURRENT ONLY THROUGH THE LATEST REVISED
DATE STATED THEREON. TO INSURE THERE IS NO RISK
OF INAPPROPATE DISCLOSURE, ALL PREVIOUSLY DATE
COPIES OF THIS DRAWING MUST BE DESTROYED IN
ACCORDANCE WITH RECORDS & INFO. MANAGEMENT
(RIM) POLICY 1001
A
B
PROPOSED 10" BYPASS LINE
NinTP:q-
PROPOSED THROW AWAY STOPPLE
BORIN STEALTH PERMANENT
REFERENCE ELECTRODE
1. CONTRACTOR SHALL COORDINATE TIE-IN AND BYPASS NO SCALE
ARRANGEMENT WITH PIEDMONT NATURAL GAS..
TIE-IN AND BYPASS DETAIL
DATE
11-19-2015 60% PLANS
12-18-2015 90% PLANS
NO SCALE
REVISION(S) DESCRIPTION
BY CHK APPD DESCRIPTION APPROVALS
AREA CODE DATE SIGNATURE INITIALS
REGIONAL
ACCOUNT NUMBER ENGINEER
PROJECT NUMBER 20161152 DATE SIGNATURE INITIALS MGR TECH
DRAWING BY TLB REC & STD
CHECKER DATE SIGNATURE / INITIALS PRINCIPAL
SIGNATURE ENGINEER
r6111Piedmont
Natural Gas
COPYRIGHT 2014 PIEDMONT NATURAL GAS CORP.
CORP. OFFICE 4720 PIEDMONT ROW DRIVE
CHARLOTTE, NC 28210
PNG LINE 328 - NEW WALKERTOWN ROAD
WINSTON-SALEM, NORTH CAROLINA
`t'%i 4 i I I I j"
N CAq ff''%
;.
EAL
030534
�.� •b NSe
. , N ,•
/fRf frf f f l 1.11+1 �1\
PRELIMINARY PLANS
NOT FOR CONSTRUCTION
SHEET(S) 09 OF 09 1 DWG SCALE
DWG DATE 12/14/2015 1 STATION ID
DRAWING NUMBER
01 L0328 0101 20151 B
RC STATION/METER/LINE NUMBER YEAR REVISION