Duke Energy Progress - Hope MIlls Rockfish Road Substation - HMRR Permit Set (2017-08-02)

1"=2000'
ELLOWPARTINMVISAD
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP-INC.COM LICENSE: F-0245
VICINITY MAP
DMP PROJECT: 170147 RDC-71201, SH 1
PROJECT #140430A04
SITE
W 78.969
N 34.978
(N34.9784, W78.9690)
DRAWING LIST
CUMBERLAND COUNTY, NORTH CAROLINA
Rockfish CreekRockfish Cree
kBuckhead CreekBeaverRockfishCreek
RockfishLittleLittleRailroadCSXRailroadCSXKnoll
Pine
ROCKF
ISH
RD
.NCSR
1112
LAKEW OOD DR. NCSR 1108
NCSR 1003
NCSR 1003
CAMDEN RD.
NCSR 1115
GOLFVIEW RD.HOP
E MI
LLS RD.S. MAI
N ST.NCSR 1131NCSR 1132NCSR 1363
59
162
HOPE MILLS ROCKFISH RD. 230kV SUBSTATION
5890 HUNTING RIDGE ROAD, HOPE MILLS
EROSION CONTROL DETAILS

EROSION AND SEDIMENT CONTROL NOTES

SECTIONS & DETAILS
EROSION CONTROL PLAN

GRADING & DRAINAGE PLAN
DIMENSION LAYOUT PLAN

OVERALL SITE PLAN
BOUNDARY AND TOPOGRAPHIC SURVEY
BOUNDARY AND TOPGRAPHIC SURVEY

COVER SHEET
RDC-71201, SH 10
RDC-71201, SH 9
RDC-71201, SH 8

RDC-71201, SH 7

RDC-71201, SH 6

RDC-71201, SH 5

RDC-71201, SH 4

RDC-71201, SH 3

RDC-71201, SH 2
RDC-71201, SH 1
07/17/2017
FLOOD CERTIFICATION
SITE DATA - STORMWATER/ISA
PANEL # 3720040400J.
BY DETAILED MAP STUDY. SEE COMMUNITY
JANUARY 5, 2007, SUBJECT TO VERIFICATION
FROM MAPS FURNISHED BY HUD/FIRM, DATED
A SPECIAL FLOOD HAZARD AREA, AS SCALED
THE SUBJECT PROPERTY IS NOT LOCATED IN45'45'90' PROGRESSENERGY R/W(SEE DATUM DESCRIPTION)NAD 83/2011 NC GRIDGR
A
VEL
DRI
VE POETRY LANE (PRIVATE)E: 2,009,035.51
N: 446,744.36
NAD 83(2011)
NC GRID
ECM
N84°39'45"W
230.19'
114.99'
140.24'N88°10'13"W
OF LINE
1.15' SOUTH
REBAR
498.86'
88.85'91.44'63.35'
ECM
OF LINE
1.08' NORTH
EIP (1.5")
OF LINE
0.26' NORTH
EIP (1")
OF LINE
1.10' NORTH
EIP (1.5")605.39'SO3°28'13"WEIP (3")
128.36'
S86°46'14"E
588.86'
725.53'
ECM
FROM ECM
N29°24'E, 0.24'
EIP (1")
OF LINE
0.09' NORTH
REBAR
OF LINE
0.10' SOUTH
EIP (1")
8.31'NO3°46'17"E609.13'28.83' (TIE)
N41°41'52"W
(TIE)333.78' (GROUND)NAVD 88
ELEV: 174.94
E: 2,009,272.59
N: 446,979.25
NAD 83(2011)
NC GRID
'HOPE MILLS'
DEP LIDAR MONUMENT N-S BASELINEN3°45'32"EE-W BASELINE
S86°14'28"E
FROM EIP
N17°36'E, 0.57'
ECM
EIP (1")
D.B. 5487 PG. 223
ZYGMUNT C. & DONNA M. GROMANDZKI
PIN# 0404-97-3687
D.B. 8983 PG. 627
AMERICAN TOWERS, LLC
PIN# 0404-97-9438P.B. 121, PG. 101D.B. 5771 PG. 92WAL-MART STORES EAST, INC.PIN# 0414-07-4883D.B. 9344 PG. 719STORAGE PARTNER-FAYETTEVILLE, NC, INC.PIN# 0404-98-6931D.B. 8206 PG. 157
TENANTS IN COMMON
JAMES DAVID BLANTON & CELIA MARIE FURR,
VANCE ANDREW BLANTON, RONALD LARRY BLANTON
PIN# 0414-06-3928
D.B. 7357 PG. 321
JOHNSON W. & DORIS C. HAYES
PIN# 0404-86-9636
D.B. 7104 PG. 825
JOHNSON W. & DORIS C. HAYES
PIN# 0404-96-1345
D.B. 8959 PG. 410
KEVIN & BRENDA BOLTON
PIN# 0404-96-4625
D.B. 7874 PG. 763
ANNABELLE RUSHING
PIN# 0404-96-5664
D.B. 9900 PG. 230
LARRY & CARLA MORGAN, JR.
PIN# 0404-96-6654
D.B. 2701 PG. 107
ROXIE K. GARNER
PIN# 0404-96-7643
(10.22+/- ACRES)
REF. P.B. 70 PG. 78
D.B. 2776 PG. 621
DUKE ENERGY PROGRESS, INC.
PIN# 0404-97-4023R/W LIMITR/W LIMITSTR 397 S O I LT R A I LW O O D E D
W O O D E D
W O O D E D
W O O D E D
EX. 18" RCP
174.57'
INV
174.50'
INVC A S T L E F I E L D A T M I L L S T O N ES E C T I O N T W OP. B. 1 2 4, P G. 1 2 5CASTLEFIELD AT MILLSTONESECTION ONEP.B. 123, PG. 171D.B. 8181 PG. 123
CASTLEFIELD AT MILLSTONE HOA, INC.
20' UNDEVELOPABLE BUFFER LOT
PIN# 040-86-3985
CASTLEFIELD LANEPAVED
50' RIGHT-OF-WAY
HUNTING RIDGE ROAD176175175175
175175 180180
179
179
178178
178177
177
177177
177
176
17617
6 176178FAYETTEVILLE-RAEFORD 230 KV LINELINE INDEX OL061 AND OL0831 inch = ft.
( IN FEET )
GRAPHIC SCALE
050 50 100
50
20025ELLOWPARTINMVISAD
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP-INC.COM LICENSE: F-0245
DMP PROJECT: 170147
PREPARED BY:
BUILDING
CONTROL
PROPOSED
PROPERTY LINE
RIGHT-OF-WAY
EX. CONTOUR
PROP. TREELINE
EX. TREELINE
LEGEND
SUBSTATION GRAVEL
ACCESS DRIVE GRAVEL
SHOULDER GRAVEL
PROP. FENCELINE
FENCE (BY OTHERS)
PROPOSED CHAIN-LINK
H1 H2 H3
X0 X1 X2 X3
CONTROL BUILDING
NO AREAS OF ENVIRONMENTAL CONCERN EXIST ON-SITE.17.
PERIMETER OF PARCEL TO SERVE AS REQUIRED BUFFER.
BUFFER REQUIREMENTS - INTEND TO UTILIZE EXISTING VEGETATION ALONG16.
FEATURES IDENTIFIED.
WETLAND DELINEATION PERFORMED BY ESI (JANUARY 2017). NO WETLAND/STREAM15.
ESP ASSOCIATES, PA, DATED FEBRUARY 21, 2017.
EXISTING CONDITIONS TAKEN FROM A SITE SURVEY PREPARED BY14.
RDC-71201, SH 8 SECTIONS AND DETAILS FOR STONE/GRAVEL PROFILES & DETAILS.
SUBSTATION AREA WILL BE FENCED (7' CHAIN-LINK W/1' BARBED WIRE). SEE13.
PARCEL IS LOCATED WITHIN THE CAPE FEAR RIVER BASIN (NO BUFFER RULES)12.
EFFECTIVE DATE 01/05/2007.
SITE IS NOT IN A FEMA 100-YR FLOODWAY, MAP NUMBER 3720040400J,11.
NO GARBAGE/SOLID WASTE COLLECTION REQUIRED.10.
NO WATER SERVICE OR SEWER SERVICE REQUIRED.9.
PROPERTY ADDRESS: 5890 HUNTING RIDGE ROAD, HOPE MILLS, NC 8.
DEED BOOK 2776 PAGE 621 & PLAT BK 70 PAGE 787.
PARCEL IDENTIFICATION NUMBER: 0404-97-40236.
TEL. [phone]
CHARLOTTE, NC 28202-4200
550 SOUTH TRYON STREET
DUKE ENERGY PROGRESS, INC.PROPERTY OWNER:5.
PROPOSED USE: STATIC ELECTRIC TRANSFORMER STATION.4.
CURRENT ZONING: R-10 3.
TOTAL DISTURBED AREA: 4.94 AC2.

TOTAL LOT AREA: 10.22 AC1.
SITE INFORMATION:
GRAVEL RESURFACING
APP.CK.REVISIONDATENO.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO
HOPE MILLS ROCKFISH ROAD 230kV SUBSTATION
OVERALL SITE PLAN
5890 HUNTING RIDGE RD, HOPE MILLS, NC
1"=50'1:1
BAP CAR MVC
06-09-2017 RDC-71201, SH 4 OF 10
BAP CAR MVC007-21-2017 INITIAL RELEASE - BIDDING & PERMITTING

PROPOSED - 10.93%
ISA COVERAGE (% OF LOT): EXISTING - 8.11%
TOTAL ISA: 48,673 S.F.
ISA PROPOSED: 12,583 S.F. (ACCESS DRIVE & SHOULDER)
ISA EXISTING: 36,090 S.F. (ACCESS DRIVE & STATION)
MAX. LOT COVERAGE ALLOWED PER LOW DENSITY: 24 %
(CAPE FEAR BASIN)
WATERSHED: UT NEAR HOPE MILLS (PERMASTONE LAKE), B
07/17/2017
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
050 50 100
50
20025ELLOWPARTINMVISAD
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP-INC.COM LICENSE: F-0245
DMP PROJECT: 170147
PREPARED BY:45'45'90' PROGRESSENERGY R/W(SEE DATUM DESCRIPTION)NAD 83/2011 NC GRIDGR
A
VEL
DRI
VE POETRY LANE (PRIVATE)E: 2,009,035.51
N: 446,744.36
NAD 83(2011)
NC GRID
ECM
N84°39'45"W
230.19'
114.99'
140.24'N88°10'13"W
OF LINE
1.15' SOUTH
REBAR
498.86'
88.85'91.44'63.35'
ECM
OF LINE
1.08' NORTH
EIP (1.5")
OF LINE
0.26' NORTH
EIP (1")
OF LINE
1.10' NORTH
EIP (1.5")605.39'SO3°28'13"WEIP (3")
128.36'
S86°46'14"E
588.86'
725.53'
ECM
FROM ECM
N29°24'E, 0.24'
EIP (1")
OF LINE
0.09' NORTH
REBAR
OF LINE
0.10' SOUTH
EIP (1")
8.31'NO3°46'17"E609.13'28.83' (TIE)
N41°41'52"W
(TIE)333.78' (GROUND)NAVD 88
ELEV: 174.94
E: 2,009,272.59
N: 446,979.25
NAD 83(2011)
NC GRID
'HOPE MILLS'
DEP LIDAR MONUMENT N-S BASELINEN3°45'32"EE-W BASELINE
S86°14'28"E
FROM EIP
N17°36'E, 0.57'
ECM
EIP (1")
D.B. 5487 PG. 223
ZYGMUNT C. & DONNA M. GROMANDZKI
PIN# 0404-97-3687
D.B. 8983 PG. 627
AMERICAN TOWERS, LLC
PIN# 0404-97-9438P.B. 121, PG. 101D.B. 5771 PG. 92WAL-MART STORES EAST, INC.PIN# 0414-07-4883D.B. 9344 PG. 719STORAGE PARTNER-FAYETTEVILLE, NC, INC.PIN# 0404-98-6931D.B. 8206 PG. 157
TENANTS IN COMMON
JAMES DAVID BLANTON & CELIA MARIE FURR,
VANCE ANDREW BLANTON, RONALD LARRY BLANTON
PIN# 0414-06-3928
D.B. 7357 PG. 321
JOHNSON W. & DORIS C. HAYES
PIN# 0404-86-9636
D.B. 7104 PG. 825
JOHNSON W. & DORIS C. HAYES
PIN# 0404-96-1345
D.B. 8959 PG. 410
KEVIN & BRENDA BOLTON
PIN# 0404-96-4625
D.B. 7874 PG. 763
ANNABELLE RUSHING
PIN# 0404-96-5664
D.B. 9900 PG. 230
LARRY & CARLA MORGAN, JR.
PIN# 0404-96-6654
D.B. 2701 PG. 107
ROXIE K. GARNER
PIN# 0404-96-7643
(10.22+/- ACRES)
REF. P.B. 70 PG. 78
D.B. 2776 PG. 621
DUKE ENERGY PROGRESS, INC.
PIN# 0404-97-4023R/W LIMITR/W LIMITSTR 397
W O O D E D
W O O D E D
W O O D E D
W O O D E D
EX. 18" RCPC A S T L E F I E L D A T M I L L S T O N ES E C T I O N T W OP. B. 1 2 4, P G. 1 2 5CASTLEFIELD AT MILLSTONESECTION ONEP.B. 123, PG. 171D.B. 8181 PG. 123
CASTLEFIELD AT MILLSTONE HOA, INC.
20' UNDEVELOPABLE BUFFER LOT
PIN# 040-86-3985
CASTLEFIELD LANEPAVED
50' RIGHT-OF-WAY
HUNTING RIDGE ROADFAYETTEVILLE-RAEFORD 230 KV LINELINE INDEX OL061 AND OL0830+001+002+00MONUMENT
N-W BASELINE
MONUMENT
E-W BASELINE
P-1
E: 2,009,341.63
N: 447,054.87
NC GRID NAD 83(2011)
E-W BASELINE MONUMENT
E: 2,009,288.47
N: 447,008.25
NC GRID NAD 83(2011)
N-W BASELINE MONUMENT
90°0'0"
235.03'281.37'89°28'14"
20.00'
118.01'
54.93'20.00'20.00'
140.23'
32.78'
140.29'221.53'15.00'R
120.00'
R23.57'55.13'181.43'20.00'
APP.CK.REVISIONDATENO.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO
HOPE MILLS ROCKFISH ROAD 230kV SUBSTATION
DIMENSION LAYOUT PLAN
5890 HUNTING RIDGE RD, HOPE MILLS, NC
1"=50'1:1
BAP CAR MVC
06-09-2017 RDC-71201, SH 5 OF 10
BAP CAR MVC007-21-2017 INITIAL RELEASE - BIDDING & PERMITTING

07/17/2017
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
050 50 100
50
20025ELLOWPARTINMVISAD
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP-INC.COM LICENSE: F-0245
DMP PROJECT: 170147
PREPARED BY:
PROPERTY LINE
RIGHT-OF-WAY
EX. CONTOUR
PROP. TREELINE
EX. TREELINE
PROP. CONTOUR
LEGEND
POWER LINES.
WORKING AROUND ENERGIZED
SHALL USE CAUTION WHILE
OF WORK AREA. CONTRACTOR
OVERHEAD POWER IN VICINITY
WARNING:
PIPE SCHEDULE
P-1
PIPE NO.
FROM TO SIZE LENGTH INV. IN INV. OUT SLOPE MATERIAL
PIPEPATH
INLET 18"174.5544'174.80 0.56%RCP (CLASS IV)OUTLET
NO.
CHANNEL
(acres)
AREA
DRAINAGE CHANNEL
SLOPE
SLOPES
LINING
D-1 0.27 3:1 1.0
DITCH SCHEDULE
TEMPORARY
D-2 0.57
(%)
1.0
1.0 N.A. GREEN S150
N.A. GREEN S150
REQUIRED*
*AN 'OR EQUAL' PRODUCT MAY BE SUBSTITUTED
D-3 3.87 0.3 N.A. GREEN S150
BOTTOM
(feet)
SIDE DEPTH
(feet)
3
5
3:1 1.0
4:1 1.2
LINE, TYP.
PROPOSED TREE
D-1
INV IN
P-1
ACCESS DRIVE
PROP 20' GRAVEL
D-2
D-3
0.50%
2.0%
GATE
24-FT DOUBLE
WASHOUT PIT
CONCRETE
0.50%
2.0%
178.02 (FG)
177.52 (SG)
178.02 (FG)
177.52 (SG)45'45'90' PROGRESSENERGY R/W(SEE DATUM DESCRIPTION)NAD 83/2011 NC GRIDGR
A
VEL
DRI
VE POETRY LANE (PRIVATE)E: 2,009,035.51
N: 446,744.36
NAD 83(2011)
NC GRID
ECM
N84°39'45"W
230.19'
114.99'
140.24'N88°10'13"W
OF LINE
1.15' SOUTH
REBAR
498.86'
88.85'91.44'63.35'
ECM
OF LINE
1.08' NORTH
EIP (1.5")
OF LINE
0.26' NORTH
EIP (1")
OF LINE
1.10' NORTH
EIP (1.5")605.39'SO3°28'13"WEIP (3")
128.36'
S86°46'14"E
588.86'
725.53'
ECM
FROM ECM
N29°24'E, 0.24'
EIP (1")
OF LINE
0.09' NORTH
REBAR
OF LINE
0.10' SOUTH
EIP (1")
8.31'NO3°46'17"E609.13'28.83' (TIE)
N41°41'52"W
(TIE)333.78' (GROUND)NAVD 88
ELEV: 174.94
E: 2,009,272.59
N: 446,979.25
NAD 83(2011)
NC GRID
'HOPE MILLS'
DEP LIDAR MONUMENT N-S BASELINEN3°45'32"EE-W BASELINE
S86°14'28"E
FROM EIP
N17°36'E, 0.57'
ECM
EIP (1")
D.B. 5487 PG. 223
ZYGMUNT C. & DONNA M. GROMANDZKI
PIN# 0404-97-3687
D.B. 8983 PG. 627
AMERICAN TOWERS, LLC
PIN# 0404-97-9438P.B. 121, PG. 101D.B. 5771 PG. 92WAL-MART STORES EAST, INC.PIN# 0414-07-4883D.B. 9344 PG. 719STORAGE PARTNER-FAYETTEVILLE, NC, INC.PIN# 0404-98-6931D.B. 8206 PG. 157
TENANTS IN COMMON
JAMES DAVID BLANTON & CELIA MARIE FURR,
VANCE ANDREW BLANTON, RONALD LARRY BLANTON
PIN# 0414-06-3928
D.B. 7357 PG. 321
JOHNSON W. & DORIS C. HAYES
PIN# 0404-86-9636
D.B. 7104 PG. 825
JOHNSON W. & DORIS C. HAYES
PIN# 0404-96-1345
D.B. 8959 PG. 410
KEVIN & BRENDA BOLTON
PIN# 0404-96-4625
D.B. 7874 PG. 763
ANNABELLE RUSHING
PIN# 0404-96-5664
D.B. 9900 PG. 230
LARRY & CARLA MORGAN, JR.
PIN# 0404-96-6654
D.B. 2701 PG. 107
ROXIE K. GARNER
PIN# 0404-96-7643
(10.22+/- ACRES)
REF. P.B. 70 PG. 78
D.B. 2776 PG. 621
DUKE ENERGY PROGRESS, INC.
PIN# 0404-97-4023R/W LIMITR/W LIMITSTR 397 S O I LT R A I LW O O D E D
W O O D E D
W O O D E D
W O O D E D
EX. 18" RCP
174.57'
INV
174.50'
INVC A S T L E F I E L D A T M I L L S T O N ES E C T I O N T W OP. B. 1 2 4, P G. 1 2 5CASTLEFIELD AT MILLSTONESECTION ONEP.B. 123, PG. 171D.B. 8181 PG. 123
CASTLEFIELD AT MILLSTONE HOA, INC.
20' UNDEVELOPABLE BUFFER LOT
PIN# 040-86-3985
CASTLEFIELD LANEPAVED
50' RIGHT-OF-WAY
HUNTING RIDGE ROAD178175175175
175175 180180
179
179
178178
178177
177
177177
177
176
17617
6 176178FAYETTEVILLE-RAEFORD 230 KV LINELINE INDEX OL061 AND OL0830+001+002+00175
175
176
176 177177176
178 179
178178
1774+003+00P-1
D-4 4.99 0.3 N.A. GREEN S15046:1 1.0
174
SEE NOTE #9
GRADE TO DRAIN
B
B
178.61 (FG)
178.11 (SG)
178.61 (FG)
178.11 (SG)
D-4
4.5
IN THE LENGTHS SHOWN.
*PROVIDE FLARED-END SECTIONS (FES) ON INLET AND OUTLET OF P-1. FES INCLUDED
SEE NOTE #8
FINE GRADING OPERATIONS.
3" #57 STONE DURING
REPLACED WITH 3" CABC &
TO BE UNDERCUT 6" AND
EXISTING SUBSTATION YARD
APP.CK.REVISIONDATENO.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO
HOPE MILLS ROCKFISH ROAD 230kV SUBSTATION
GRADING & DRAINAGE PLAN
5890 HUNTING RIDGE RD, HOPE MILLS, NC
1"=50'1:1
BAP CAR MVC
06-09-2017 RDC-71201, SH 6 OF 10
BAP CAR MVC007-21-2017 INITIAL RELEASE - BIDDING & PERMITTING

CONTRACTOR LAYDOWN/
STOCKPILE AREA
ELEVATION: 173.8'
D-4 TERMINATION
POLES AND GUY WIRES.
GRADE SWALE/DITCH TO DRAIN AREA TO THE NORTH AND WEST, AROUND THE EXISTING9.
ACCORDANCE WITH APPLICABLE RULES & REGULATORY REQUIREMENTS.
BY CONTRACTOR INTO BE TESTED BEFORE REMOVAL FROM SITE AND DISPOSED OF
SURPLUS/EXCESS EXCAVATED MATERIAL, INCLUDING UNDERCUT FROM EXISTING YARD,8.
COMPACTED ABC STONE - SEE SECTIONS AND DETAILS, RDC-71201, SH 8.
TOP 3" OF SUBGRADE INSIDE EXPANDED SUBSTATION FENCE AREA SHALL BE 7.
USE.
ON-SITE. CONSTRUCTION EQUIPMENT SHOULD BE PLACED ON CONTAINMENT WHEN NOT IN
CONTRACTOR SHALL PROVIDE PROPER SECONDARY CONTAINMENT FOR ANY FUEL STORED6.
LINES WILL BE ENERGIZED DURING CONSTRUCTION.
CONTRACTOR SHALL EXERCISE CAUTION IN WORKING AROUND TRANSMISSION LINES, AS5.
SECTIONS FOR FURTHER CLARITY.
FINISHED GRADE (FG), SUBGRADE (SG) OR EXISTING GRADE (EG) AS INDICATED. SEE
PROPOSED CONTOURS REFLECT FINISHED GRADE ELEVATIONS. SPOT ELEVATIONS REFLECT4.
SHOULD RECEIVE 98% COMPACTION.
TO 95% STANDARD PROCTOR MAXIMUM DENSITY (ASTM-698) IN 8" LIFTS. TOP 12"
CUT AND FILL SLOPES WILL BE 3:1 (H:V), UNLESS OTHERWISE SHOWN. COMPACT FILL3.
FILL: 1,750 CY (A FILL FACTOR OF 1.15 HAS BEEN APPLIED)
CUT: 705 CY
ESTIMATED EARTHWORK QUANTITIES (TOTAL SITE-GROSS):2.
THE PLANS.
EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING A DEVIATION FROM
PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN THE
SHALL NOTIFY THE NC ONE CALL CENTER OR THEIR SUCCESSORS AT 1-800-632-4949
REPAIRED IMMEDIATELY WITH NO ADDITIONAL COST TO THE OWNER. CONTRACTOR
BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO1.
GENERAL NOTES:
07/17/2017
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
050 50 100
50
20025ELLOWPARTINMVISAD
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP-INC.COM LICENSE: F-0245
DMP PROJECT: 170147
PREPARED BY:
POWER LINES.
WORKING AROUND ENERGIZED
SHALL USE CAUTION WHILE
OF WORK AREA. CONTRACTOR
OVERHEAD POWER IN VICINITY
WARNING:
ACCESS DRIVE
PROP 20' GRAVEL 45'45'90' PROGRESSENERGY R/W(SEE DATUM DESCRIPTION)NAD 83/2011 NC GRIDGR
A
VEL
DRI
VE POETRY LANE (PRIVATE)N84°39'45"W
230.19'
114.99'
140.24'N88°10'13"W
498.86'
88.85'91.44'63.35'
ECM 605.39'SO3°28'13"WEIP (3")
128.36'
S86°46'14"E
588.86'
725.53'
ECM
NO3°46'17"E609.13'28.83' (TIE)
N41°41'52"W
(TIE)333.78' (GROUND)N-S BASELINEN3°45'32"EE-W BASELINE
S86°14'28"E
EIP (1")
D.B. 5487 PG. 223
ZYGMUNT C. & DONNA M. GROMANDZKI
PIN# 0404-97-3687
D.B. 8983 PG. 627
AMERICAN TOWERS, LLC
PIN# 0404-97-9438P.B. 121, PG. 101D.B. 5771 PG. 92WAL-MART STORES EAST, INC.PIN# 0414-07-4883D.B. 9344 PG. 719STORAGE PARTNER-FAYETTEVILLE, NC, INC.PIN# 0404-98-6931D.B. 8206 PG. 157
TENANTS IN COMMON
JAMES DAVID BLANTON & CELIA MARIE FURR,
VANCE ANDREW BLANTON, RONALD LARRY BLANTON
PIN# 0414-06-3928
D.B. 7357 PG. 321
JOHNSON W. & DORIS C. HAYES
PIN# 0404-86-9636
D.B. 7104 PG. 825
JOHNSON W. & DORIS C. HAYES
PIN# 0404-96-1345
D.B. 8959 PG. 410
KEVIN & BRENDA BOLTON
PIN# 0404-96-4625
D.B. 7874 PG. 763
ANNABELLE RUSHING
PIN# 0404-96-5664
D.B. 9900 PG. 230
LARRY & CARLA MORGAN, JR.
PIN# 0404-96-6654
D.B. 2701 PG. 107
ROXIE K. GARNER
PIN# 0404-96-7643
(10.22+/- ACRES)
REF. P.B. 70 PG. 78
D.B. 2776 PG. 621
DUKE ENERGY PROGRESS, INC.
PIN# 0404-97-4023R/W LIMITR/W LIMITSTR 397 S O I LT R A I LW O O D E D
W O O D E D
W O O D E D
W O O D E D
EX. 18" RCPC A S T L E F I E L D A T M I L L S T O N ES E C T I O N T W OP. B. 1 2 4, P G. 1 2 5CASTLEFIELD AT MILLSTONESECTION ONEP.B. 123, PG. 171CASTLEFIELD LANEPAVED
50' RIGHT-OF-WAY
HUNTING RIDGE ROAD
175
175175
175175 180180
179
179
178178
178177
177
177177
177
176
17617
6 176178FAYETTEVILLE-RAEFORD 230 KV LINELINE INDEX OL061 AND OL0830+001+002+00175
175
176
176 177177
178 179
178178
1774+003+00P-1
EROSION CONTROL LEGEND
RIP-RAP OUTLET PROTECTION
LIMITS OF DISTURBANCE
TEMP. PIPE INLET PROTECTION
SEDIMENT FENCE OUTLET
TEMP. COIR WATTLE
TEMP SILT FENCE
EROSION CONTROL MATTING
LINE, TYP.
PROPOSED TREE
D-1
D-2
D-3
WASHOUT PIT
CONCRETE
E: 2,009,035.51
N: 446,744.36
NAD 83(2011)
NC GRID
ECM
OF LINE
1.15' SOUTH
REBAR
OF LINE
1.08' NORTH
EIP (1.5")
OF LINE
0.26' NORTH
EIP (1")
FROM ECM
N29°24'E, 0.24'
EIP (1")
OF LINE
0.09' NORTH
REBAR
OF LINE
0.10' SOUTH
EIP (1")
8.31'
FROM EIP
N17°36'E, 0.57'
ECM
D.B. 8181 PG. 123
CASTLEFIELD AT MILLSTONE HOA, INC.
20' UNDEVELOPABLE BUFFER LOT
PIN# 040-86-3985
D-4
GATE
24-FT DOUBLE
BARBED WIRE
FENCE W/1-FT
7-FT CHAIN-LINK
OF LINE
1.10' NORTH
EIP (1.5")
WATTLE, TYP.
TEMP. COIR
PROTECTION, TYP.
PIPE INLET
PROTECTION, TYP.
PIPE OUTLET
ENTRANCE
CONSTRUCTION
TEMPORARY
LIMITS, TYP.
DISTURBED
LIMITS, TYP.
DISTURBED
CONSTRUCTION FENCE
PROPERTY LINE
RIGHT-OF-WAY
EX. CONTOUR
PROP. TREELINE
EX. TREELINE
PROP. CONTOUR
LEGEND
APP.CK.REVISIONDATENO.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO
HOPE MILLS ROCKFISH ROAD 230kV SUBSTATION
EROSION CONTROL PLAN
5890 HUNTING RIDGE RD, HOPE MILLS, NC
1"=50'1:1
BAP CAR MVC
06-09-2017 RDC-71201, SH 7 OF 10
BAP CAR MVC007-21-2017 INITIAL RELEASE - BIDDING & PERMITTING

CONTRACTOR LAYDOWN/
STOCKPILE AREA
SEE NOTE #5
176
174
NO.
CHANNEL
(acres)
AREA
DRAINAGE CHANNEL
SLOPE
SLOPES
LINING
D-1 0.27 3:1 1.0
TEMPORARY
D-2 0.57
(%)
1.0
1.0 N.A. GREEN S150
N.A. GREEN S150
REQUIRED*
*AN 'OR EQUAL' PRODUCT MAY BE SUBSTITUTED
D-3 3.87 0.3 N.A. GREEN S150
BOTTOM
(feet)
SIDE DEPTH
(feet)
3
5
3:1 1.0
4:1 1.2
D-4 4.99 0.8 N.A. GREEN S15036:1 1.0
4.5
DITCH LINING SCHEDULE
GREEN S150 MATTING (OR EQUAL).
AND SMOOTHED. SEED AND MAT DISTURBED AREA WITH N.A.
LAYDOWN/STOCKPILE AREA TO BE CLEARED, GRUBBED5.
MULCH/STRAW & TACK.
NOTED. ALL SLOPES GREATER THAN 4:1 SHALL ALSO RECEIVE
ALL SLOPES TO BE SEEDED & COMPOSTED, UNLESS OTHERWISE4.
LAST LAND-DISTURBING ACTIVITY.
GRASS DITCHLINES SHALL BE STABILIZED WITHIN 7 DAYS FROM 3.
GENERAL EROSION CONTROL NOTES.
REFER TO RDC-71201, SH 9 FOR CONSTRUCTION SEQUENCE AND2.
TOTAL DISTURBED AREA: 4.94 ACRES1.
EROSION CONTROL NOTES:
TRANSITION
CF TO SF
TRANSITION
CF TO SF
TRANSITION
CF TO SF
TRANSITION
CF TO SF
BETWEEN ROWS
5' MIN. APART
OUTLETS, TYP.
SILT FENCE &
DOUBLE ROW
BETWEEN ROWS
5' MIN. APART
OUTLETS, TYP.
SILT FENCE &
DOUBLE ROW
07/17/2017
ELLOWPARTINMVISAD
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP-INC.COM LICENSE: F-0245
PREPARED BY:
DMP PROJECT: 170147
1"= 5' (V)
1"=50' (H)SCALE:
ABC (COMPACTED)
INSITU SOILS
30
1
1
6
SUBGRADE
COMPACTED
PROFILE VIEW
PLAN VIEW
15 '
20 '15'GATE
SUBSTATION FENCE
SUBSTATION GATE ENTRANCE DETAIL6'6 '6 '
6 '
20'
6'
EDGE OF GRADE DETAIL
3" CABC
3" #57
FENCE
2:1
3:1
SHOULDER ROADBED
1
C ACCESS DRIVE
COMPACTED SOIL
SEEDED SLOPES
(TYPICAL)
SHOULDER ROADBED
C ACCESS DRIVE
COMPACTED SOIL
1
1 1
C DITCH
SEEDED SLOPES
(TYPICAL)
ROADBED SHOULDER
C DITCH
ROADBED SHOULDER
SEEDED SLOPES
(TYPICAL)
1/4 INCH PER FOOT (2%) SIDE
SLOPE (TYPICAL)
1/4 INCH PER FOOT (2%) SIDE
SLOPE (TYPICAL)
LL
L
L
TYPICAL SUBSTATION ACCESS DRIVE SECTION FOR FILL AREA
TYPICAL SUBSTATION ACCESS DRIVE SECTION FOR CUT AREA
THE GRADING PLAN.
2. ALL SLOPES AND DITCHES SHALL BE SEEDED & MULCHED UNLESS OTHERWISE NOTED ON
OR FLATTER UNLESS OTHERWISE NOTED ON THE GRADING PLAN.
1. ALL CUT & FILL SLOPES SHALL BE GRADED TO A 3:1 HORIZONTAL TO VERTICAL SLOPE
NOTES:
SEEDED SLOPES
(TYPICAL)
APP.CK.REVISION BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO
EDIT THE TEXT HERE AS NEEDED
1" = 1'-0" 1:1
INITIAL RELEASE

SEDIMENT AND EROSION CONTROL DETAIL
TRANSMISSION ENGINEERING
TYPICAL ACCESS DRIVE DETAIL
05-06-2013 SFP BGT SFP SFP BGT SFP
05-06-2013 CT-65388 SH 1 OF 1
12-21-2015 REVISIONS LOE BGT BGT
1
DATENO.
0

1
12" COMPACTED ABC STONE
12" COMPACTED ABC STONE
10' - 0 ''
12' - 0''
24' - 0 ''2''3''VARIES
10' - 0 ''2' -0''
NTS
NTS3''2''2' -0"
12' - 0 ''
10' - 0 ''
24' - 0 ''
10' - O ''2' - 0 ''
2' -0"
3 (MAX.)
3 (MAX)
3 (MAX.)3 (MAX.)
3 (MAX.)
SECTION B-B
Profile View of
(SUBGRADE)
3" CABC
3" CABC3" #57
0+00 1+00 2+00 3+00 4+00 5+00
(SUBGRADE)
3" CABC
3" CABC3" #57
0+00 1+00 2+00
170
175 PROP. FENCE180
185
170
175
180
185
ACCESS DRIVE & SUBSTATION
Profile View of
170
175
180
170
175
180
PROP. FENCEPROP. FENCEDRIVE
ACCESS
12" CABC
P-1
180 180
PREPARED BY:
APP.CK.REVISIONDATENO.BY
0 INITIAL RELEASE

LOCATION
SCALE
DRAWN
DATE
CHK.APP.
SCALE RATIO
SEDIMENT AND EROSION CONTROL DETAILS
1" = 1'-0" 1:1
TRANSMISSION ENGINEERING
STANDARD DRAWING
SFP
05-06-13 DWG. NO.
WASHOUT PIT
(TYP)
STAKE
(TYP)
STRAW BALE
STEEL WIRE
1/8" DIA.
6" HEIGHT
BLACK LETTERS
SCREWS
0.5" LAG
3" X 3" X 8'
WOOD POST
PLASTIC LINING
10 MIL
BINDING WIRE
STRAW BALE
(OPTIONAL)
NATIVE MATERIAL
(2 PER BALE)
METAL STAKES
WOOD OR
B B
(OR EQUIVALENT)
SIGN DETAIL
CONCRETE WASHOUT
WASHOUT
CONCRETE
STAPLE DETAIL
CONCRETE WASHOUT FACILITY
30 FT. OF THE TEMPORARY
SHALL BE INSTALLED WITHIN
THE CONCRETE WASHOUT SIGN2.
IN THE FIELD
ACTUAL LAYOUT DETERMINED 1.
SECTION B-B
NOT TO SCALE
PAINTED WHITE
48" X 24"
PLYWOOD
10' MIN.VARIESPLAN
05-06-2013 SFP BGT SFP BGT SFP
CT-65387 SH 1 OF 1
2"
3'
3'
EDGE OF LINER
WITH STRAW BALES
TYPE "ABOVE GRADE"
NOT TO SCALE
4"
BALE WITH STAPLES
ATTACH LINER TO TOP OF STRAW
12-21-2015 1 REVISIONS LOE BGT BGT
AT LEAST 6"
2 2-22-2015 REVISIONS LOE BGT BGT
STAPLES (2 PER BALE)
STAKE CAPS
INSPECTION / MAINTENANCE / REMOVAL
NOTES
NEEDED AND RESTORE THE DISTURBED AREAS TO THEIR ORIGINAL CONDITION.
REMOVE TEMPORARY CONCRETE WASHOUT FACILITIES WHEN THEY ARE NO LONGER7.
IF A LINED BASIN IS USED, IMMEDIATELY REPLACE THE LINER IF IT BECOMES DAMAGED.6.
PROPERLY.
VACUUM TRUCK). ALL HARDENED MATERIAL CAN THEN BE REMOVED AND DISPOSED OF
ALLOW SLURRY TO EVAPORATE OR REMOVE FROM THE SITE IN A SAFE MANNER (IE.5.
CONCRETE INTO THE FACILITY UNTIL IT HAS BEEN CLEANED OUT.
DESIGNED CAPACITY. IF THE CONTENTS REACH 75% CAPACITY, DISCONTINUE POURING
CONTENTS OF EACH CONCRETE WASHOUT FACILITY ARE NOT TO EXCEED 75% OF ITS4.
ACCUMULATION AND OVERFLOW OF PRECIPITATION.
COVER SHALL BE PLACED OVER THE WASHOUT FACILITY AND SECURED TO PREVENT
IF A RAIN OR SNOW EVENT IS FORECASTED, A NON-COLLAPSING, NON-WATER COLLECTING3.
AND REMOVED WITHIN 24 HOURS OF DISCOVERY.
ANY OVERFLOWING OF THE WASHOUT FACILITIES ONTO THE GROUND MUST BE CLEANED UP2.
COMPROMISED.
ARE NO LEAKS, NO SPILLS AND THAT THE FACILITIES CAPACITY HAS NOT YET BEEN
BEEN POURED ON THE CONSTRUCTION SITE. THE INSPECTOR IS TO ENSURE THAT THERE
A STORM EVENT OF ½”OR GREATER AND AT THE END OF ANY DAY WHEN CONCRETE HAS
ENGINEER DURING HIS/HER WEEKLY EROSION AND SEDIMENT CONTROL INSPECTION, AFTER
TEMPORARY CONCRETE WASHOUT FACILITIES ARE TO BE INSPECTED BY THE RESIDENT1.
FRONT VIEW SIDE VIEW
NTS
CONSTRUCTION/SAFETY FENCE DETAIL (TEMPORARY)EX. FENCETO BE REMOVED6" CABC
6" CABCEX. FENCETO REMAIN-1+00
3" #57 3" CABC
SEE NOTE #4
AND 3" #57 STONE - DURING FINE GRADING OPERATIONS.
EXISTING SUBSTATION YARD TO BE UNDERCUT 6" AND REPLACED WITH 3" ABC4.
STONE MAY REQUIRE REPAIR AND/OR REGRADING.
PRIOR TO PLACEMENT OF FINAL STONE INSIDE SUBSTATION (3"+3"), SUBGRADE3.
98% MAXIMUM DRY DENSITY AS DETERMINED BY AASHTO T-180.
SUBSTATION SUBGRADE SHALL CONSIST OF 3" ABC, COMPACTED TO A MINIMUM2.
COMPACTION TEST, AASHTO T-180 AS MODIFIED BY NCDOT.
98% MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR
ACCESS DRIVE STONE SHALL CONSIST OF 12" ABC, COMPACTED TO A MINIMUM1.
NOTES:
3" CABC
6" CABC
SUBGRADE
GRADE
FINISHED
GRADE
FINISHED
12"6"3" ABC3" #57 STONE3" ABC
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
GRADE
ORANGE, UV RESISTANT,
HIGH-TENSILE STRENGTH,
POLY BARRICADE FABRIC (TYPICAL)
STAKE CAP
2'-0"26"GRADE4'-0"POLY BARRICADE FABRIC (TYPICAL)
HIGH-TENSILE STRENGTH,
ORANGE, UV RESISTANT,
STEEL POST WITH STAKE CAP
APP.CK.REVISIONDATENO.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO
HOPE MILLS ROCKFISH ROAD 230kV SUBSTATION
SECTIONS & DETAILS
5890 HUNTING RIDGE RD, HOPE MILLS, NC
1"=50'1:1
BAP CAR MVC
06-09-2017 RDC-71201, SH 8 OF 10
BAP CAR MVC007-21-2017 INITIAL RELEASE - BIDDING & PERMITTING

07/17/2017
ELLOWPARTINMVISAD
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP-INC.COM LICENSE: F-0245
PREPARED BY:
DMP PROJECT: 170147
energy-mineral-land-permits/stormwater-permits/construction-sw
FOUND AT: http://deq.nc.gov/about/divisions/energy-mineral-land-resources/
4. ADDITIONAL INFORMATION ON THE SELF-INSPECTION PROGRAM/REQUIREMENTS CAN BE
SUITABLE FOR CLOSURE.
NOTIFIED AND HAS ANNOTATED IN THE FINAL INSPECTION REPORT THE PROJECT IS
RESTRAIN EROSION AND THE REGULATORY AGENCY THAT APPROVED THE PLAN HAS BEEN
F. QUARTERLY UNTIL THE ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO
E. COMPLETION OF CONSTRUCTION OR DEVELOPMENT; AND
D. COMPLETION OF STORM DRAINAGE FEATURES;
OF TEMPORARY OR PERMANENT GROUND COVER PURSUANT TO G.S. 113A-57(2);
C. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS THAT REQUIRES PROVISION
B. CLEARING AND GRUBBING OF EXISTING GROUND COVER;
A. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES;
PHASES OF A PLAN:
3. THE INSPECTION SHALL BE PERFORMED DURING OR AFTER EACH OF THE FOLLOWING
INSPECTION REPORTS SHALL ALSO BE MADE AVAILABLE ON THE SITE.
A SINGLE COPY OF THE PLAN AND THAT PLAN SHALL BE MADE AVAILABLE ON THE SITE. ANY
ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN SHALL OCCUR ON
CERTIFICATIONS MAY ALSO BE INCLUDED. ANY DOCUMENTATION OF INSPECTIONS THAT OCCUR
THE INSPECTION AND THE DATE OF THE INSPECTION. ANY RELEVANT LICENSES AND
ADDRESS, AFFILIATION, TELEPHONE NUMBER, AND SIGNATURE OF THE PERSON CONDUCTING
SEDIMENTATION CONTROL PLAN OR AN INSPECTION REPORT, SHALL INCLUDE THE NAME,
2. THE DOCUMENTATION, WHETHER ON A COPY OF THE APPROVED EROSION AND
INTENDED.
OR SEDIMENTATION CONTROL MEASURE THAT PREVENTS THE MEASURE FROM PERFORMING AS
SIGNIFICANT DEVIATION MEANS AN OMISSION, ALTERATION, OR RELOCATION OF AN EROSION
CONTROL PLAN OR BY COMPLETING, DATING, AND SIGNING AN INSPECTION REPORT. A
BY INITIALING AND DATING A COPY OF THE APPROVED EROSION AND SEDIMENTATION
COMPLETIONG OF THE CORRECTIVE ACTIONS. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED
CONTROL PLAN, CORRECTIVE ACTIONS REQUIRED TO CORRECT THE DEVISION, AND
E. ANY SIGNIFICANT DEVIATIONS FROM THE APPROVED EROSION AND SEDIMENTATION
BE USED TO VERIFY THE MAINTENANCE AND REPAIR REQUIREMENTS); AND
SIGNING AN INSPECTION REPORT (THE GENERAL STORM WATER PERMIT MONITORING FORM MAY
PERFORMED. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY COMPLETING, DATING, AND
EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES, AND DEVICES HAVE BEEN
D. THAT MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL TEMPORARY AND PERMANENT
DATING, AND SIGNING AN INSPECTION REPORT;
A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
CONTROL PLAN. SUCH DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING
SUB-ITEM (1)(E) OF THIS RULE) FROM THE APPROVED EROSION AND SEDIMENTATION
INSTALLATION OF THE GROUND COVER DOES NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN
C. THE LOCATION OF TEMPORARY OR PERMANENT GROUND COVER, AND THAT THE
REPORT;
SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING, AND SIGNING AN INSPECTION
BE ACCOMPLISHED BY INITIALING AND DATING A COPY OF THE APPROVED EROSION AND
LOCATION AND CONDITION OF THE GRADED SLOPES AND FILLS. SUCH DOCUMENTATION SHALL
ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN, SPECIFICALLY NOTING THE
B. THE COMPLETION OF ANY PHASE OF GRADING FOR ALL GRADED SLOPES AND FILLS SHOWN
MODIFIED AFTER INITIAL INSTALLATION;
SEDIMENTATION CONTROL PLAN OR IF THE MEASURES, PRACTICES, AND DEVICES ARE
MEASURES, PRACTICES, AND DEVICES AS SET FORTH BY THE APPROVED EROSION AND
IS REQUIRED ONLY UPON THE INITIAL INSTALLATION OF THE EROSION AND SEDIMENTATION
SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. THIS DOCUMENTATION
AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE, OR DEVICE
OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING,
ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY
THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN. SUCH DOCUMENTATION SHALL BE
OF THIS RULE) FROM THE LOCATIONS, DIMENSIONS, AND RELATIVE ELEVATIONS SHOWN ON
BEEN INSTALLED AND DO NOT SIGNIFICANTLY DEVIATE (AS DEFINED IN SUB-ITEM (1)(E)
ENERGY DISSIPATORS, AND STABILIZATION METHODS OF OPEN CHANNELS, HAVE INITIALLY
FENCE OR BARRIERS, ALL FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES,
DAMS, TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK
EROSION AND SEDIMENTATION CONTROL PLAN, INCLUDING BUT NOT LIMITED TO
DEVICES, AS CALLED FOR IN A CONSTRUCTION SEQUENCE CONSISTENT WITH THE APPROVED
A. ALL OF THE EROSION AND SEDIMENTATION CONTROL MEASURES, PRACTICES, AND
INSPECTION BY DOCUMENTING THE FOLLOWING ITEMS:
1. THE PERSON WHO PERFORMS THE INSPECTION SHALL MAKE A RECORD OF THE SITE
WHERE INSPECTIONS ARE REQUIRED BY G.S.113A-54.1(E), THE FOLLOWING APPLY:
15A NCAC 04B .0131 SELF-INSPECTIONS
(EFFECTIVE OCTOBER 1, 2010)
SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
GAUGE ONSITE (MIN. 6-INCH CAPACITY).
9. APPROVED PERMIT SHALL BE KEPT ONSITE IN PROJECT PERMIT BOX. INSTALL RAIN
ACTIVITIES.
SELF-MONITORING PROGRAM OF THE NPDES STORM WATER PERMIT FOR CONSTRUCTION
REQUIREMENTS. THE SELF-INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING THAT THEY HAVE THE LATEST STATUTE
REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1. THE
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING THE SELF-INSPECTION
NOTES THIS SHEET.
7. FOR PROJECT SPECIFIC EROSION AND SEDIMENT CONTROL CONSTRUCTION SEQUENCE, SEE
INSPECTOR PRIOR TO REMOVING EROSION CONTROL MEASURES.
6. SITE STABILIZATION MUST BE APPROVED BY NCDEQ PROJECT EROSION CONTROL
PROPERTIES AS A RESULT OF INCREASED RUNOFF AND/OR SEDIMENT DISPLACEMENT.
MUST TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO ADJACENT
5. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE CONTRACTOR
CONTRACTOR TO ELIMINATE ALL SUCH PROBLEMS.
SURFACES INVOLVED, ADDITIONAL MEASURES MUST BE IMMEDIATELY IMPLEMENTED BY THE
REMOVING SEDIMENT FROM ON-SITE FLOWS PRIOR TO DISCHARGE OR OF STABILIZING THE
4. SHOULD ANY MEASURES CONTAINED WITHIN THE PLAN PROVE INCAPABLE OF ADEQUATELY
RELATED ITEMS INCLUDED WITHIN THE PLAN.
STABILIZATION, AND MAINTENANCE OF ALL EROSION AND SEDIMENTATION CONTROLS AND
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER CONSTRUCTION,
BE PERFORMED IMMEDIATELY.
OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST
WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN
SEDIMENTATION CONTROLS AFTER EACH 1/2" RAINFALL OR GREATER STORM EVENT AND ON A
MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND
2. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENTATION CONTROLS MUST BE
CONTROLS MUST BE STABILIZED.
SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE
1. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND
GENERAL EROSION AND SEDIMENT CONTROL NOTES
ACCORDANCE WITH THE GENERAL PERMIT - NCG 010000
MAINTAINED FOR EACH INSPECTION EVENT AND FOR EACH DISCHARGE LOCATION IN
DIVISION OF WATER QUALITY. INSPECTION RECORDS MUST BEFORM PROVIDED BY THE
"INSPECTION RECORD FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCG010000"
RECORD THE REQUIRED RAINFALL AND NPDES MONITORING OBSERVATIONS ON THE
TERMS AND CONDITIONS SET FORTH HEREIN." IN ADDITION, THE CONTRACTOR SHALL
SEWER SYSTEM CONVEYING STORMWATER TO THE SURFACE WATERS IN ACCORDANCE WITH THE
STORMWATER TO THE SURFACE WATERS OF NORTH CAROLINA OR TO A SEPARATE STORM
RESULTING IN THE DISTURBANCE OF LAND ARE HEREBY AUTHORIZED TO DISCHARGE
CONSTRUCTION ACTIVITIES INCLUDING CLEARING, GRADING, AND EXCAVATION ACTIVITIES
"ALL OWNERS OR OPERATORS OF STORMWATER POINT SOURCE DISCHARGES ASSOCIATED WITH
FEDERAL WATER POLLUTION CONTROL ACT AS AMENDED:
ADOPTED BY NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION AND THE
STATUE 143-215.1. OTHER LAWFUL STANDARDS AND REGULATIONS PROMULGATED AND
THE CONTRACTOR SHALL COMPLY WITH THE PROVISION OF NORTH CAROLINA GENERAL1.
CONSTRUCTION STORMWATER NOTE:
MEASURES. SEED RESULTING BARE AREAS. REFER TO SEEDING SCHEDULE SHOWN.
IF SITE IS APPROVED, REMOVE REMAINING EROSION MEASURES AND TEMPORARY SITE 15.
FOR INSPECTION BY PROJECT EROSION CONTROL INSPECTOR.ARRANGE
WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, 14.
EROSION CONTROL INSPECTOR.
BY THE PROJECT UNTIL THE ENTIRE SITE IS PERMANENTLY STABILIZED AND APPROVED
ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE AS SHOWN ON THE DRAWINGS 13.
EROSION CONTROL INSPECTOR. PROJECT
FINALIZE CONSTRUCTION. STABILIZE REMAINING AREAS. CALL FOR INSPECTION BY 12.
AGGREGATE BASE, ETC.
STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, 11.
ENTRANCE DRIVE.
INSTALL ABC STONE IN THE SUBSTATION YARD AND INSTALL ABC STONE ON THE 10.
FOLLOW TEMPORARY SEEDING INSTRUCTIONS AS SHOWN.9.
D-3 AND STABILIZE.
BEGIN SUBSTATION CONSTRUCTION. CONSTRUCT CUT/FILL SLOPES, SWALES D-1 THRU 8.
MAINTAIN DEVICES AS NEEDED PER NCDEQ MAINTENANCE INSTRUCTIONS. 7.
CONSTRUCT SWALE D-4 AND STAIBILIZE.6.
STONE TO FINAL GRADE.
NEEDED. INSTALL PIPES AND INLET/OUTLET PROTECTION. STABILIZE DRIVEWAY WITH
BEGIN GRADING FOR DRIVEWAY CONSTRUCTION. INSTALL SEDIMENT CONTROL DEVICES AS5.
IF APPROVED COMPLETE REMAINING CLEARING AND GRUBBING.4.
CALL PROJECT EROSION CONTROL INSPECTOR FOR ONSITE INSPECTION.3.
DEVICES.
CONTROL PLAN. CLEAR AND GRUB ONLY AS NECESSARY FOR THE INSTALLATION OF THESE
FENCE AND TEMPORARY SEDIMENT FENCE OUTLETS AS SHOWN ON THE EROSION AND SEDIMENT
TEMPORARY CONSTRUCTION ENTRANCE, ORANGE CONSTRUCTION/SAFETY FENCE, SEDIMENT
IN COORDINATION WITH THE PROJECT EROSION CONTROL INSPECTOR, INSTALL 2.
OFFICE 1-910-433-3300) AT LEAST 48 HOURS PRIOR TO START OF CONSTRUCTION.
BEGINNING PROJECT. NOTIFY NCDEQ LAND QUALITY SECTION (FAYETTEVILLE REGIONAL
OBTAIN EROSION AND SEDIMENT CONTROL PERMIT AND SITE PLAN APPROVAL BEFORE 1.
CONSTRUCTION SEQUENCE:
APP.CK.REVISIONDATENO.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO
HOPE MILLS ROCKFISH ROAD 230kV SUBSTATION
EROSION CONTROL NOTES
5890 HUNTING RIDGE RD, HOPE MILLS, NC
1"=50'1:1
BAP CAR MVC
06-09-2017 RDC-71201, SH 9 OF 10
BAP CAR MVC007-21-2017 INITIAL RELEASE - BIDDING & PERMITTING

07/17/2017
OTHER CAUSES PRIOR TO ACCEPTANCE SHALL BE REPAIRED BY REFILLING WITH TOPSOIL,
PROCEDURE SPECIFIED HEREIN. DAMAGE RESULTING FROM EROSION, GULLIES, WASHOUTS, OR
STAND FOR ANY REASON WHATSOEVER, SHALL BE RETREATED FOLLOWING THE GRASSING
BY WATERING, MOWING, AND WEEDING. ANY AREAS WHICH FAIL TO SHOW A SATISFACTORY
THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS, UNTIL ACCEPTANCE OF THE WORK
REPAIRED AND KEPT WORKING UNTIL ACCEPTANCE OF PROJECT.
2. ALL EROSION CONTROL IMPROVEMENTS SHALL BE MAINTAINED,
FOLLOWING TIMETABLE:
1. ALL DENUDED AREAS ARE TO BE STABILIZED WITHIN THE
THE FOLLOWING:
RESOURCES. THESE REQUIREMENTS SHALL INCLUDE BUT NOT BE LIMITED TO
QUALITY SECTION OF THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL
STATE OF NORTH CAROLINA AS ESTABLISHED AND ENFORCED BY THE LAND
SEDIMENTATION AND EROSION CONTROL LAWS AND REGULATIONS OF THE
THE CONTRACTOR SHALL CONFORM WITH ALL REQUIREMENTS OF THE SOIL

EROSION CONTROL PROCEDURE
SITE AREA DESCRIPTION
Slopes equal to 3:1 or flatter
Perimeter dikes, swales, ditches, slopes
High Quality Water (HQW) Zones
Slopes steeper than 3:1
Areas w/no slope
STABILIZATION
7 Days
7 Days
7 Days
10 Days
14 Days
TIMEFRAME EXCEPTIONS
NONE
NONE
NTS
NONE
NONE
NONE
MAINTENANCE AND RESEEDING:
ESTABLISHING VEGETATION
APPROPRIATE PERMANENT SEEDING SCHEDULE.
ACCORDANCE WITH THE PREVIOUS SPECIFICATIONS AND THE FOLLOWING
BE PERFORMED WITHIN 7 CALENDAR DAYS AFTER FINAL PHASE OF GRADING AND IN
UNLESS SHOWN OTHERWISE, THE PERMANENT SEEDING OF DENUDED AREAS SHALL
ESTABLISHING PERMANENT VEGETATION
A CULTIPACKER ROLLER OR OTHER APPROVED EQUIPMENT.
TO A DEPTH OF APPROXIMATELY 1/2 INCH AND THEN COMPACTED BY MEANS OF
APPROVED SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED INTO THE SOIL
MIXTURE OF GRASS SEED, AS SPECIFIED, SHALL BE SOWED BY MEANS OF AN
AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED BY THE OWNER, THE
SEEDING:
BE APPROVED PRIOR TO PLANTING THE SEED.
THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL
PREPARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL IN PLACE RATHER
PULVERIZED SIX-INCH DEEP SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN
PREPARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY
DISKING AND CROSS-DISKING, HARROWING, OR OTHER APPROVED METHODS OF
BE PREPARED BY MEANS OF DISKING TO A MINIMUM DEPTH OF SIX INCHES.
THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL
PREPARATION OF SEEDBED:
ELLOWPARTINMVISAD
ENGINEERS & SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] WWW.DMP-INC.COM LICENSE: F-0245
PREPARED BY:
DMP PROJECT: 170147
GROUND STABILIZATION REQUIREMENTS
COASTAL REGION
APP.CK.REVISION BY
INITIAL RELEASE

LOCATION
SCALE
DRAWN
DATE
CHK.APP.
SCALE RATIO
SEDIMENT AND EROSION CONTROL DETAILS
1" = 1'-0" 1:1
TRANSMISSION ENGINEERING
STANDARD DRAWING
SFP
05-06-13 DWG. NO.
NTS
SILT FENCE OUTLET DETAIL (TEMPORARY)
SILT FENCE OUTLET DETAIL
REMOVE ACCUMULATED SEDIMENT AND REPLACE STONE AS NECESSARY.2.
RAINFALL EVENT 1/2 INCH OR GREATER.
INSPECT SILT FENCE OUTLET EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY 1.
MAINTENANCE:
FLOW
#57 WASHED STONE
1
2
SILT FENCE METAL FENCE POST
CLASS 'B' RIP RAP
SILT FENCE
BOTTOM OF
CROSS SECTION
OVER WIRE MESH
SILT FENCE
OVER WIRE MESH
SILT FENCE
TOP VIEW
1.0'
1.5' MIN.
6"
6"
2'
2' MAX.
3'FLOWPOST
FABRIC
STONE
DEPENDING ON FILL SLOPE.
METAL T-POST 5 FEET OR 6 FEET IN HEIGHT
SPECIFICATIONS FOR EROSION CONTROL.
36 INCHES IN WIDTH MUST MEET ENGINEERS
12 INCHES DEEP AT SILT FENCE.
#57 WASHED STONE TO BE PLACED
SFP BGT SFP

BGT SFP
CT-65393 SH 1 OF 1
WIRE MESH
REVISIONS LOE BGT BGT
POST WITH STAKE CAP
LOE BGT BGTREVISIONS
5' MIN
DATENO.
0

(USE FABRIC UNDER RIP RAP).
DOWNSTREAM SIDE OF SILT FENCE
SPLASH PAD CONSTRUCTED ON
12" DEEP BED OF CLASS "B" RIP-RAP
4' MAX
8' MAX
STONE: #57 WASHED STONE TO BE PLACED 12" DEEP AT SILT FENCE
FABRIC: 36" IN WIDTH (MUST MEET ENGINEERS SPECIFICATIONS FOR EROSION CONTROL).
POST: METAL T-POSTS 5' OR 6' IN HEIGHT DEPENDING ON THE FILL SLOPE.
STRUCTURAL STONE SHALL BE CLASS "B" STONE FOR EROSION CONTROL PURPOSES.
NOTES:
2:1 MAX
5'
2' MIN.
3'
WIRE MESH
1' MAX
STONE HEIGHT
6" MIN.
05-06-2013
#57 WASHED STONE ON UPSTREAM SIDE OF WIRE MESH.
12-21-2015 1
2-22-2015 2
STAKE CAP
APP.CK.REVISIONDATENO.BY
0 INITIAL RELEASE

05-06-2013
LOCATION
SCALE
DRAWN
DATE
CHK.APP.
SCALE RATIO
SEDIMENT AND EROSION CONTROL DETAILS
1" = 1'-0" 1:1
TRANSMISSION ENGINEERING
STANDARD DRAWING
SFP
05-06-13 DWG. NO.
NTS
TYPICAL 50' CONSTRUCTION ENTRANCE (TEMPORARY)50' MI
N(MIN.)12'
50' CONSTRUCTION ENTRANCE
GEOTEXTILE FABRIC
**SURGE STONE AND CRUSHED CONCRETE ARE NOT ACCEPTABLE FOR 2"-3" WASHED STONE
SEE 100' CONSTRUCTION ENTRANCE DETAIL FOR SC NOTES.
SCDHEC NOTES:
100' CONSTRUCTION ENTRANCE).
ALLOW CONSTRUCTION EQUIPMENT TO GAIN TRACTION BEFORE ENTERING PUBLIC ROADS (SEE
DUKE ENERGY PROGRESS REQUIRES, WHERE NECESSARY, AN ADDITIONAL 50' OF ABC STONE TO
- 6" MIN. DEPTH
- 50' MIN. LENGTH
- 2"-3" WASHED STONE
NCDENR-LQS CONSTRUCTION ENTRANCE REQUIRES:
NCDENR- LQS NOTES:
ABC STONE
6" MIN DEPTH
(6" MIN. DEPTH)
WASHED AGGREGATE
2-3" COARSE
SFP BGT SFP BGT SFP
CT-65381 SH 1 of 1
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. REMOVE ALL OBJECTIONABLE MATERIALS
SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EVERY RAINFALL, INSPECT ANY
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION
MAINTENANCE:
PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.4.
PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.3.
DUKE ENERGY PROGRESS.
SEEPAGE OR HIGH WATER TABLE UNLESS OTHERWISE DIRECTED BY THE DESIGNATION REPRESENTATIVE OF
ALWAYS USE GEOTEXTILE FABRIC TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO 2.
PROPERLY TO GRADE IT.
CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL 1.
CONSTRUCTION SPECIFICATIONS:
AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE.
AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL
BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN
WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT WILL NOT BE REMOVED
WHERE HEAVY MATS ARE DEEMED INSUFFICIENT BY DUKE ENERGY PROGRESS AND ITS REPRESENTATIVES.
CONSTRUCTION ENTRANCE DETAIL IS SHOWN FOR REFERENCE ONLY. CONSTRUCTION ENTRANCES SHALL BE USED
DETAIL NOTES:
12-21-2015 1 REVISIONS LOE BGT BGT
APP.CK.REVISIONDATENO.BY
0 INITIAL RELEASE

05-06-2013
DOWN
SLOPE
STAKE
FLOW
SEE INSET A AND B
STAPLESSTAKES
SEE PLANS
VARIES
INSET A INSET B OVERLAP DETAIL
LOCATION
SCALE
DRAWN
DATE
CHK.APP.
SCALE RATIO
SEDIMENT AND EROSION CONTROL DETAILS
1" = 1'-0" 1:1
TRANSMISSION ENGINEERING
STANDARD DRAWING
SFP
05-06-13 DWG. NO.
WATTLE DETAIL
NTS
WATTLE DETAIL (TEMPORARY)
UP SLOPE
CT-65376 SH 1 OF 1
BGT SFPSFPBGTSFP
12"
STAKE AND
STAPLE
IN DITCH ONLY
4' x 12' EXCELSIOR MATTING
REPLACE AS REQUIRED.
WATTLES SHOULD BE CHECKED AND CLEARED OF ACCUMULATED DEBRIS AND SEDIMENT.
MAINTENANCE
SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON THE UP SLOPE SIDE OF THE WATTLE AND AT EACH END TO 5.
PROVIDE STAPLES OF 0.125" DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN 6" IN LENGTH.4.
GRADE.
INSTALL A MINIMUM OF 2 UP SLOPE STAKES AND 4 DOWN SLOPE STAKES AT AN ANGLE TO WEDGE WATTLE TO EXISTING 3.
USE 2' WOODEN STAKES WITH A 2" NOMINAL CROSS SECTION.2.
USE MINIMUM 12" DIAMETER EXCELSIOR WATTLE (LARGER WATTLES MAY BE REQUIRED TO KEEP SEDIMENT ON SITE).1.
NOTES:
12-21-2015 LOE BGT1REVISIONSBGT APP.CK.REVISIONDATENO.BY
0 INITIAL RELEASE

8' MAX. STANDARD STRENGTH FABRIC WITH WIRE MESH
24"
UPSLOPE
24"
MIN
8"
MIN
4"
18"-24"
POLE
STEEL
WIRE TIES
PLASTIC OR
GROUND
NATURAL
FABRIC
FILTER
THE TRENCH
FORWARD ALONG
8" DOWN & 4"
POST
STEEL
FABRIC
FILTER
THOROUGHLY
AND COMPACT
BACKFILL TRENCH
GROUND
NATURAL
VIEW
CROSS-SECTION2'-0" MIN.3'-0" MAX.LOCATION
SCALE
DRAWN
DATE
CHK.APP.
SCALE RATIO
SEDIMENT AND EROSION CONTROL DETAILS
1" = 1'-0" 1:1
TRANSMISSION ENGINEERING
STANDARD DRAWING
SFP
05-06-13 DWG. NO.
SILT FENCE DETAIL
NTS
SILT FENCE DETAIL (TEMPORARY)
WIRE TIES
PLASTIC OR2' MIN BETWEEN TIES
CT-65380 SH 1of1
BGT SFPSFPBGTSFP05-06-2013
MESH
WIRE
MESH
WIRE
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
REMOVE ACCUMULATED SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT 3.
IT PROMPTLY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE 2.
GREATER.
INSPECT SILT FENCE EVERY SEVEN DAYS AND WITHIN 24 HOURS AFTER EVERY RAINFALL EVENT 1/2 INCH OR 1.
MAINTENANCE:
FLOW.
DO NOT INSTALL SILT FENCE ACROSS STREAMS, DITCHES, WATERWAYS, OR OTHER AREAS OF CONCENTRATED 8.
DO NOT ATTACH FILTER FABRIC TO TREES.7.
MINIMUM OF 4 FEET OF OVERLAP TO THE NEXT POST.
WHEN JOINTS ARE NECESARY, SECURELY FASTEN THE FILTER FABRIC ONLY AT A SUPPORT POST WITH A
CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL, CUT TO LENTH OF THE BARRIER TO AVOID JOINTS. 6.
FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE).
ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 36" ABOVE THE GROUND SURFACE. (HIGHER 5.
RUNOFF IS FORCED TO GO THROUGH THE FENCE AND CANNOT GO UNDER IT.
BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT 4.
BOTTOM OF THE FABRIC 8" INTO THE TRENCH AND 4" ACROSS THE BOTTOM OF THE TRENCH.
ATTACH THE FILTER FABRIC TO THE WIRE MESH ON THE UPSLOPE SIDE OF THE FENCE POST AND EXTEND THE 3.
THE WIRE MESH SUPPORT TO THE BOTTOM OF THE 8" TRENCH.
2. SUPPORT FILTER FABRIC WITH WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND
)MAX. 8' BETWEEN POSTS(
DRIVE STEEL POST 24" INTO THE GROUND AND EXCAVATE A 8"x4" TRENCH UPHILL ALONG THE LINE OF THE POSTS. 1.
CONSTRUCTION:
WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH.5.
A MAXIMUM MESH SPACING OF 6 INCHES.
FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE MESH WITH A MINIMUM 14 GUAGE AND 4.
SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/FT STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE 3.
DEGREES FAHRENHEIT.
MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A 2.
CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.
USE SYNTHETIC FIBER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS 1.
MATERIALS:
SILT FENCE INSTALLATION SPECIFICATIONS:
12-21-2015 REVISIONS1 LOE BGT BGT
STAKE CAPS
2-22-2015 REVISIONS LOE BGT 2 BGT
SPECIFICATIONS FOR THE COASTAL REGION
TEMPORARY AND PERMANENT SEEDING
AND RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN.
WHICHEVER IS LESS.
SOIL FOUNDATION.
4. A FILTER BLANKET OR FILTER
CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE
MAXIMUM TALLWATER DEPTH OR
TO TOP OF THE BANK,
FABRIC SHOULD BE INSTALLED
BETWEEN THE RIP-RAP AND
do
A
3d o
1. La IS THE LENGTH OF RIPRAP
3. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON UP ON THE
SECTION A-A
8'
BLANKET
APRON
FILTER
NOTES
PLAN
A
2. d = 18" MINIMUM, FOR NCDOT
CLASS 'B' RIP-RAP
NTS
RIP-RAP OUTLET PROTECTION
OR DISLODGED STONES IMMEDIATELY.
1/2' OR GREATER RAINFALL. REPAIR ERODED AREAS
INSPECT OUTLET PROTECTION WEEKLY AND AFTERMAINTENANCE:
10'
18"
ROCK PIPE INLET PROTECTION WITH SEDIMENT STORAGE
SECTION
BACKFILL SEDIMENT STORAGE AREA & SEED ON FINAL CLEANOUT (AFTER SITE IS STABILIZED).
REPLACE CONTAMINATED GRAVEL FACING AND RESTORE STONES DISLODGED OR DISPLACED.
AND RESTORE TO ORIGINAL DIMENSIONS WHEN SEDIMENT REACHES 1/2 DESIGN DEPTH.
INSPECT OUTLET PROTECTION WEEKLY AND AFTER 1/2" OR GREATER RAINFALL. REMOVE SEDIMENT
MAINTENANCE:
4' MIN.
Storage Area
Temp. Forebay/Sediment 1.5'2'2:112'2:12' MIN.
RIP-RAP
CLASS 'B'
PIPE
3'
1'STONE
#57 WASHED
PLAN
PIPE
RIP-RAP
CLASS 'B'
STONE
#57 WASHED
NTS
DITCH/CHANNEL INSTALLATION
RECOMMENDATIONS.
STAPLE/STAKE MAT IN A STAGGERED PATTERN ACCORDING TO THE MATTING MANUFACTURERS 9.
6 INCHES (MINIMUM), WITH THE UPSTREAM MAT OVERLAPPING ON TOP OF THE NEXT DOWNSTREAM MAT.
OVERLAP OR ABUT THE ROLL EDGES PER MANUFACTURER RECOMMENDATIONS. OVERLAP ROLL ENDS BY 8.
PLACE, REPLACING THE EXCAVATED MATERIAL, AND TAMPING TO SECURE THE MAT END.
UPSTREAM END OF THE MATTING, PLACING THE ROLL END IN THE TRENCH, STAPLING THE MAT IN
KEY-IN UPSTREAM END OF EACH MAT ROLL BY DIGGING A 6 INCH (MINIMUM) TRENCH AT THE 7.
SURFACE. AVOID STRETCHING THE MATTING.
FOR SLOPES - UNROLL MATTING DOWNSLOPE. LAY MAT SMOOTHLY AND FIRMLY UPON THE SEEDED 6.
SMOOTHLY AND FIRMLY ON THE SEEDED SURFACE. AVOID STRETCHING THE MATTING.
CHANNEL CENTERLINE. WORK FROM CENTER OF CHANNEL OUTWARD WHEN PLACING ROLLS. LAY MAT
FOR CHANNELS - UNROLL MATTING IN DIRECTION OF WATER FLOW, CENTERING THE FIRST ROLL ON THE 5.
OPERATIONS.
ACCORDANCE WITH SPECIFICATIONS. PLACE MATTING WITHIN 48 HOURS OF COMPLETING SEEDING
PERFORM FINAL GRADING, TOPSOIL APPLICATION, SEEDBED PREPARATION, AND PERMANENT SEEDING IN 4.
12 TO 24 INCHES IN LENGTH, 1x3 INCH IN CROSS SECTION, AND WEDGE SHAPED AT THE BOTTOM.
SECONDARY LEG, AND A MINIMUM 4 INCH HEAD. WOOD STAKES MUST BE ROUGH-SAWN HARDWOOD,
6 INCHES LONG. "T" SHAPED STAPLES MUST HAVE A MINIMUM 8 INCH MAIN LEG, A MINIMUM 1 INCH
INCHES WIDE AND BE A MINIMUM OF2
1RESPECTIVELY. "U" SHAPED STAPLES MUST AVERAGE 1 TO 1
MUST BE "U" OR "T" SHAPED STEEL WIRE HAVING A MINIMUM GAUGE OF NO. 11 AND NO. 8
SECURE MATTING USING STEEL STAPLES, WOOD STAKES, OR BIODEGRADABLE EQUIVALENT. STAPLES 3.
PREVENT SEPARATION OF THE NET FROM THE PARENT MATERIAL.
SUFFICIENTLY BONDED OR SEWN ON 2 INCH CENTERS ALONG LONGITUDINAL AXIS OF THE MATERIAL TO
NETTING MUST BE EXTRUDED PLASTIC WITH A MAXIMUM MESH OPENING OF 2x2 INCHES AND
NON-TOXIC TO VEGETATION AND SEED GERMINATION AND NON-INJURIOUS TO THE SKIN. IF PRESENT,
THROUGHOUT AND BE SMOLDER RESISTANT. CHEMICALS USED IN THE MAT MUST BE NON-LEACHING AND
(PERMANENT) FIBERS OR ELEMANTS. MAT MUST HAVE UNIFORM THICKNESS AND DISTRIBUTION OF FIBERS
USE SOIL STABILIZATION MATTING MADE OF DEGRADABLE (TEMPORARY) OR NON-DEGRADABLE 2.
USE MATTING BY TENSAR/NORTH AMERICAN GREEN AS DESIGNATED ON APPROVED PLANS.1.
ESTABLISHMENT ARE CONTINUOUSLY MET.
ESTABLISH AND MAINTAIN VEGETATION SO THAT REQUIREMENTS FOR ADEQUATE VEGETATIVE 10.
CONSTRUCTION SPECIFICATIONS
SLOPES INSTALLATION
MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.5.
ERODED AREA PROTECTED.
IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE 4.
BE REPAIRED AND STAPLED.
ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL 3.
THE RECP.
GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH 2.
OR GREATER) RAIN FALL EVENT. IF DAMAGED, REPAIR IMMEDIATELY.
INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" 1.
MAINTENANCE NTS
STABILIZED).
BACKFILL SEDIMENT STORAGE AREA & SEED ON FINAL CLEANOUT (AFTER SITE IS 6.
POLLUTION HAZARD.
DISPOSE OF SEDIMENT AND DEBRIS IN A MANNER THAT WILL NOT CREATE AN EROSION OR 5.
DESIGN DEPTH.
REMOVE SEDIMENT AND RESTORE TO ORIGINAL DIMENSIONS WHEN SEDIMENT REACHES 1/3 4.
AND MAKE REPAIRS AS NECESSARY.
CHECK THE STRUCTURE AND SURROUNDING CHANNEL BANKS FOR DAMAGE FROM OVERTOPPING3.
INSPECT THE BANKS FOR SLUMPING OR EXCESSIVE SCOUR.2.
INSPECT EXCAVATED STORAGE TRAPS WEEKLY AND AFTER 1/2" OR GREATER RAINFALL. 1.
MAINTENANCE:
EXCAVATED SEDIMENT STORAGE
2'
DITCH
BASE OF
DITCH SLOPE
TOP OF
DITCH SLOPE
TOP OF
FLOW LINE
BASE OF DITCH
FLOW LINE
BASE OF DITCH(MAX.)
1.5:1
NTS
TYPICAL 'V' CHANNEL SECTION
TEMPORARY LINING
N.A. GREEN S150 OR EQUAL FOR
GRASSED CHANNEL
3
1
MIN.CONSTRUCTION PER MFG. SPECIFICATIONS.
REPAIR ANY DAMAGED PORTIONS AT END OF
MAINTENANCE:
NTS
EROSION CONTROL MATTING
SEED IN PLACE
PREPARED SURFACE WITH
ROLL (TYP.)
FOR UPPER END OF DOWNSLOPE
6 IN MIN. DEPTH KEY TRENCH(TYP.)
AT ROLL END
6 IN MIN. OVERLAP
ROLL EDGE (TYP.)
OVERLAP OR ABUT
END (TYP.)
KEY TRENCHFOR ROLL
6 IN MIN. DEPTHFLOWSEED IN PLACE
(SEEDBED) WITH
PREPARED SLOPE
ROLL EDGES (TYP.)
OVERLAP OR ABUT
AT ROLL END (TYP.)
6 IN MIN. OVERLAP
KEY IN TRENCH
(MIN.)
6 IN DEEP
GENERAL REQUIREMENTS:
THE WORK INCLUDES SEEDBED PREPARATION, COMPOSTING AND SEEDING FOR ALL
DISTURBED AREAS.
MATERIALS:
A.GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND
SEASONAL CONSIDERATIONS. PURITY OF SEED SHALL BE A MINIMUM OF 90%
AND THE GERMINATION SHALL BE A MINIMUM OF 85%. THE SEED LABEL SHALL
BE 'CERTIFIED SEED' LABEL.
B.COMPOST SHALL CONTAIN A MOISTURE CONTENT OF AT LEAST 30% AND
CONTAIN BETWEEN 25% AND 65% ORGANIC MATTER WITH A PREFERRED
CONTENT OF APPROXIMATELY 45% AND SHALL BE SUPPLIED FROM McGILL
ENVIRONMENTAL SYSTEMS OR APPROVED EQUAL. PROVIDE 1" BLANKET OF COMPOST
ON PREPARED SEEDBED.
20'
8'VAR.VAR.12"**QUANTITY OF FERTILIZER AND LIME SHALL BE COMFIRMED BY SOILS TEST. COMPOST MAY BE USED IN LIEU OF FERTILIZER & LIME.
*OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
80 LBS/ACRETRIPLE A TALL FESCUE
50 LBS/ACRE (OUTSIDE EDGE OF GRADE & NON-TRAVELED AREAS)SERICEA LESPEDEZA
20 LBS/ACRECOMMON BERMUDAGRASS
20 LBS/ACRECENTIPEDEGRASS
BY DEP
ONLY AS DIRECTED FEB. 1 - MAR. 31
135 CY/ACRE3500 LBS/ACRE1000 LBS/ACREPENSACOLA-BAHIA GRASS 50 LBS/ACREAPR. 1 - JULY 15
10-10-10 BLEND
COMPOSTLIMESTONE**FERTILIZER**PLANTING RATETYPEDATE
PERMANENT SEEDING
4000 LBS/ACRE2000 LBS/ACRE1000 LBS/ACRE120 LBS/ACRERYE (GRAIN)AUG. 15 - DEC. 30
4000 LBS/ACRE2000 LBS/ACRE750 LBS/ACRE40 LBS/ACREGERMAN MILLETAPR. 15 - AUG. 15
60 LBS/ACREKOBE LESPEDEZA*
4000 LBS/ACRE2000 LBS/ACRE750 LBS/ACRE120 LBS/ACRERYE (GRAIN)DEC. 1 - APR. 15
& TACK10-10-10 BLEND
STRAW MULCHLIMESTONEFERTILIZERPLANTING RATETYPEDATE
TEMPORARY SEEDING
APP.CK.REVISIONDATENO.BY
LOCATION
SCALE
DRAWN
DATE
CHK.
DWG. NO.
APP.
SCALE RATIO
HOPE MILLS ROCKFISH ROAD 230kV SUBSTATION
EROSION CONTROL NOTES
5890 HUNTING RIDGE RD, HOPE MILLS, NC
1"=50'1:1
BAP CAR MVC
06-09-2017 RDC-71201, SH 10 OF 10
BAP CAR MVC007-21-2017 INITIAL RELEASE - BIDDING & PERMITTING

07/17/2017