NCC242556_MODIFICATION Supporting Documents_20241112 (3)

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EROSION & SEDIMENT CONTROL & ACCESS PLAN
GUILFORD COUNTY , NC
LATITUDE: 36.060930'
LONGITUDE: —80.009825'
SHEET LIST:
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COVER SHEET SHT 1 OF 14
a �a OVERALL PROJECT LAYOUT SHT 2 OF 14
EROSION & SEDIMENT CONTROL PLAN 1 SHT 3 OF 14
-00 Y ba EROSION & SEDIMENT CONTROL PLAN 2 SHT 4 OF 14
MIGRATORY BIRD HOTLINE E
EROSION & SEDIMENT CONTROL PLAN 3 SHT 5 OF 14
STATE AND FEDERAL LAWS PROTECT ALL SPECIES OF NATIVE BIRDS FOUND THROUGHOUT THE DUKE ENERGY Triad Dr g EROSION & SEDIMENT CONTROL PLAN 4 SHT 6 OF 14
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SERVICE AREA. INTERACTIONS OF BIRDS WITH GENERATING FACILITIES, TRANSMISSION AND DISTRIBUTIONS, Afb2�bss�ia \42t fastiorkDseP 1 EROSION & SEDIMENT CONTROL PLAN 5 SHT 7 OF 14
SUBSTATIONS, OTHER STRUCTURES AND EQUIPMENT, AND OPERATIONS ARE POTENTIALLY HARMFUL OR FATAL TO \'I — EROSION & SEDIMENT CONTROL PLAN 6 SHT 8 OF 14
BIRDS. DUKE ENERGY OPERATES THESE 24-HOUR MIGRATORY BIRD HOTLINES TO ASSIST EMPLOYEES AND S.lop �"s''a'�Illa,e�' <<
CONTRACTORS WITH RELATED INCIDENTS THAT OCCUR DURING WORK ACTIVITIES. EROSION & SEDIMENT CONTROL PLAN 7 SHT 9 OF 14
PROJECT AREA - P � '� EROSION & SEDIMENT CONTROL PLAN 8 SHT 10 OF 14
EROSION & SEDIMENT CONTROL DETAILS 1 SHT 11 OF 14
CAROLINAS: 800.573.3853 FLORIDA: 727.386.3084 MIDWEST: 317.430.4497 SewrceRd
EROSION & SEDIMENT CONTROL DETAILS 2 SHT 12 OF 14
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- NCG01 DETAIL 1 SHT 13 OF 14
SPILL REPORTING HOTLINE $ _ �o NCG01 DETAIL 2 SHT 14 OF 14
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IN ORDER TO ENSURE THE PROTECTION OF HUMAN HEALTH AND THE ENVIRONMENT, FEDERAL AND STATE LAWS '
REQUIRE THAT CERTAIN TYPES OF SPILLS AND UNPERMITTED RELEASES BE REPORTED TO THE PROPER ` -----
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REGULATORY AGENCIES AS SOON AS POSSIBLE FOLLOWING IDENTIFICATION. IMMEDIATELY NOTIFY YOUR Tro ra,W Rd
SUPERVISOR AND THE FIELD ENVIRONMENTAL/EHS PROFESSIONAL WHEN A SPILL OR UNPERMITTED RELEASE IS
DISCOVERED. IF YOU ARE UNABLE TO REACH THE FIELD ENVIRONMENTAL/EHS PROFESSIONAL, CONTACT ONE OF
THE DUKE ENERGY SPILL REPORTING HOTLINES AT:
CAROLINAS & MIDWEST: 800.527.3853 r
FLORIDA: 866.769.1266 F 900" - capmfa Dairy
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' 055132 TITLE U-4758 SANDY RIDGE RD PHASE 2
' �` R;•' �i�i ® WO#41477323
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112 Dewberry Engineers Inc.
�f 2610 WYCLIFF ROAD ENERGY.
SUITE410 COVER SHEET
100% FOR PERMITTING PHONEH, NC2.881 CAROLI NAS
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE PHONE: [phone]
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE FAX: [phone] 526 SOUTH CHURCH STREETNCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE D DRAWING MX1477323 SHEET 1 OF 14
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone]

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PROJECT OVERVIEW
ADDITIONAL NOTES Al SCALE: 1 :400 0
1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE
STANDARDS-SPECIFICALLY THE INC EROSION &SEDIMENT CONTROL MANUAL AND ORDINANCES.
2. ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKDAY. N
3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL BMPs AND TOTAL LIMITS O F w
STRUCTURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENT U)
TRAQ
4. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF DISTURBANCE - 14.3 ACRE 0-
MATTING ON ALL DISTURBED AREAS. U) p
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5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT ANY TIME IF DUKE w
ENVIRONMENTAL OVERSIGHT OR NCDEQ DEEMS IT APPROPRIATE TO MAINTAIN COMPLIANCE AND GOOD o uJ
STEWARDSHIP. (7
6. ANY STREAMS OR WETLANDS IMPACTS PROPOSED THAT ARE NOT INCLUDED IN THIS PLAN MUST BE APPROVED
PRIOR TO LAND DISTURBANCE.
7. NO WASTE, SPOIL, SOLIDS, OR FILL OR ANY KIND SHALL OCCUR IN WETLANDS OR WATERS BEYOND THE }
PERMITTED PLANS (INCLUDING TEMPORARY IMPACTS). 0
8. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND SHALL OCCUR TO COUNTY REGULATED Q
RIPARIAN BUFFERS BEYOND THE PERMITTED PLANS.
9. ALL WETLANDS, STREAMS, SURFACE WATERS, AND RIPARIAN BUFFERS LOCATED WITHIN 50 FEET OF THE U)
CONSTRUCTION AREA ON THE PROJECT SITE SHALL BE CLEARLY MARKED PRIOR TO ANY LAND DISTURBING LO
ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT IS COMPLETED. ti
10. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS OR WETLANDS SHALL BE REGULARLY
INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF WATERS AND WETLANDS FROM FUELS,
LUBRICANTS, HYDRAULIC FLUIDS OR OTHER POTENTIAL TOXIC CHEMICALS. CONSTRUCTION SHALL BE STAGED
IN ORDER TO MINIMIZE THE EXPOSURE OF EQUIPMENT TO SURFACE WATERS TO THE MAXIMUM EXTENT ������� CA 1?0 z
PRACTICABLE. FUELING, LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE SHALL NOT TAKE PLACE
WITHIN 100 FEET OF A WATERBODY OR WETLANDS TO PREVENT CONTAMINATION BY FUELS AND OILS. FUEL _� /ji•9 �_ w
SHALL NOT BE STORED WITHIN 100 FEET OF A WATERBODY OR WETLAND. _` a SEAL �•' o
055132 TITLE
�..� U-4758 SANDY RIDGE RD PHASE 2
''�'9�'"G1N���`'•°`� '�����' ® DUKE WO#41477323
y•.' �� '����+,' Dewberry
DewberryEngineers Inc.
-911g12 g 2610 WYCLIFF ROAD ENERGY®
SUITE
RALEIG PHONE10H, NC27 CAROLI NAS OVERALL PROJECT LAYOUT
100% FOR PERMITTING
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE PHONE: [phone]
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE FAX: [phone] 526 SOUTH CHURCH STREET SIZE DRAWING SHEET
NCBELS#F-0929 CHARLOTTE N.C. 28202 D MX1477323 2 OF 14
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone]

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NOTES: _
LEGEND VIEWPORT 3 1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER#20743475). co
2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES, BOTH VERTICAL
PROPOSED OH DEP PROTECTIVE BUFFER
PUBLIC UTILITY EASEMENT - PUE PUE— DISTRIBUTION LINE (20' FROM NON-CAMA WETLANDS — DEP— AND HORIZONTAL, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN
PROPOSED CONSTRUCTION PROPOSED UG AND 30' STREAMS) THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
EASEMENT DISTRIBUTION LINE STREAM/CHANNEL - - - - - - 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM >0
PROPOSED PERMANENT POE EXISTING OH DISTRIBUTION LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS
DRAINAGE EASEMENT LINE TO BE REMOVED (V
OPEN WATER NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS.
PROPOSED TEMPORARY EXISTING UG DISTRIBUTION W
DRAINAGE EASEMENT POE LINE TO BE ABANDONED MACHINE CLEAR, NO Know what's beIOW. 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER <
PROPERTY LINE EXISTING OH DISTRIBUTION - GRUB: ROW / ® Call before you dig. CONDITIONS. 2
LINE TO REMAIN W
LIGHT (INSTALL) 5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED. U) p
EXISTING NCDOT ROW RW— RW EXISTING UG DISTRIBUTION __ w
LINE TO REMAIN yy��yy��� 6. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. 3 �
LIGHT (REMOVE) (p1REM o W
PROPOSED NCDOT ROW RW— RW— POLE (INSTALL) �IJ 7. EQUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN. SEE FIRM MAP 3710780400J DATED June 18, 2007 FOR FLOOD PLAIN INFORMATION. 0
LIGHT (EXISTING) 3 WARNING:
LIMITS OF DISTURBANCE — LOD LOD - POLE (REMOVE) OVERHEAD POWER IN VICINITY 8. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
PROPOSED CONSTRUCTION REM DEWATERING SILT BAG OF WORK AREA. CONTRACTOR 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. p
POLE (EXISTING) Q © SHALL USE CAUTION WHILE AL
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ACCESS/ROAD WORKING AROUND ENERGIZED 10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY.
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EXISTING 2' CONTOURS - - -xxx- - PROPOSE GUY/ANCHOR POWER LINES. U)
11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. 00
WATTLES REMOVE GUY/ANCHOR p 12. SITE SHOULD BE "STORM READY"AT THE END OF EACH WORK DAY/WEEK.
CAUTION:
CONSTRUCTION ENTRANCE EXISTING GUY/ANCHOR UNDERGROUND TELEPHONE AND ,,��tilII1ll��7
FIBER OPTIC LINES ARE IN ����� H CAR iii4 z
INLET ROCK PIPE PROTECTION '� �P CULVERT PIPE VICINITY CONTRACTOORSTO VERIFY
RIP �`=D�OFESS�ti/2�
RIP RAP OUTLET PROTECTION oP COMMERCIALLY MADE MAT LOCATION PRIOR TO DIGGING. � .a SEAL f. � o
055132 TITLE
O.•� U-4758 SANDY RIDGE RD PHASE 2
�,N ��•O �i�i ® DUKE WO#41477323
HORIZONTAL ''9 .G1,vE �`'o`� `�'�' Dewberry
H,' ' �,y +,
GRAPHIC SCALE J 1 � Dewberry Engineers Inc. �, ENERGY.
50 0 25 so goo � 1g1z 2610 WYCLIFF ROAD
SUITE410 EROSION & SEDIMENT CONTROL PLAN 1
100% FOR PERMITTING
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE RALEIGH, NC27607 CAROLI NAS
PHONE: [phone]
FAX: [phone] 526 SOUTH CHURCH STREET
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE ( IN FEET ) NCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
1 inch = 50 ft. DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone] D MX1477323 3 OF 14

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NOTES: _
LEGEND VIEWPORT 4 1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER#20743475). co
2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES, BOTH VERTICAL
PROPOSED OH DEP PROTECTIVE BUFFER
PUBLIC UTILITY EASEMENT — PUE PUE— DISTRIBUTION LINE (20' FROM NON-CAMA WETLANDS — DEP— AND HORIZONTAL, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN
PROPOSED CONSTRUCTION PROPOSED UG AND 30' STREAMS) THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
EASEMENT DISTRIBUTION LINE STREAM/CHANNEL — — — — — — 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM >O
PROPOSED PERMANENT POE EXISTING OH DISTRIBUTION LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS
DRAINAGE EASEMENT LINE TO BE REMOVED (V
OPEN WATER NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS.
PROPOSED TEMPORARY Know what's EXISTING UG DISTRIBUTION LLI
0
DRAINAGE EASEMENT POE LINE TO BE ABANDONED MACHINE CLEAR, NO below. 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER
PROPERTY LINE EXISTING OH DISTRIBUTION — GRUB: ROW / ® Call before you dig. CONDITIONS. 2
LINE TO REMAIN
LIGHT (INSTALL) 5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED. U) p
EXISTING NCDOT ROW Rw Rw EXISTING UG DISTRIBUTION __ w
LINE TO REMAIN yy��yy��� 6. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. 3
LIGHT (REMOVE) p1REM o LLI
PROPOSED NCDOT ROW Rw Rw POLE (INSTALL) �IJ 7. EQUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN. SEE FIRM MAP 3710780400J DATED June 18, 2007 FOR FLOOD PLAIN INFORMATION. (D
LIGHT (EXISTING) 3 WARNING:
LIMITS OF DISTURBANCE — LOD LOD — POLE (REMOVE) OVERHEAD POWER IN VICINITY 8. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
PROPOSED CONSTRUCTION REM DEWATERING SILT BAG OF WORK AREA. CONTRACTOR 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. p
POLE (EXISTING) Q © SHALL USE CAUTION WHILE © z
ACCESS/ROAD WORKING AROUND ENERGIZED 10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY.
Q
EXISTING 2' CONTOURS — — —xxx— - PROPOSE GUY/ANCHOR POWER LINES. U)
11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. 00
WATTLES REMOVE GUY/ANCHOR p 12. SITE SHOULD BE "STORM READY"AT THE END OF EACH WORK DAY/WEEK.
CAUTION:
CONSTRUCTION ENTRANCE EXISTING GUY/ANCHOR UNDERGROUND TELEPHONE AND ,,��tilII1ll��7
FIBER OPTIC LINES ARE IN CAR iii4 z
INLET ROCK PIPE PROTECTION 30
CULVERT PIPE VICINITY O SUBSTATION.CONTRACTOR TO VERIFY
RIP RAP OUTLET PROTECTION IdO COMMERCIALLY MADE MAT LOCATION PRIOR TO DIGGING. .a SEAL f. o
055132 TITLE
Old to, U-4758 SANDY RIDGE RD PHASE 2
It!
® DUKE WO#41477323
HORIZONTAL Dewberry
GRAPHIC SCALE J 1 � Dewberry Engineers Inc.2610 WYCLIFF ROAD �, E N E RGY
50 0 25 so goo dJ2
SUITE410 EROSION & SEDIMENT CONTROL PLAN 2
100% FOR PERMITTING
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE RALEIGH, NC27607 CAROLI NAS
PHONE: [phone]
FAX: [phone] 526 SOUTH CHURCH STREET
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE ( IN FEET ) NCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
1 inch = 50 ft. DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone] D MX1477323 4 OF 14

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NOTES: _
LEGEND VIEWPORT 5 1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER#20743475). co
2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES, BOTH VERTICAL
PROPOSED OH _ DEP PROTECTIVE BUFFER
PUBLIC UTILITY EASEMENT — PUE PUE— DISTRIBUTION LINE (20' FROM NON-CAMA WETLANDS — DEP— AND HORIZONTAL, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN
PROPOSED CONSTRUCTION PROPOSED UG AND 30' STREAMS) THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
EASEMENT E DISTRIBUTION LINE STREAM/CHANNEL - - - - - - 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM >0
PROPOSED PERMANENT POE EXISTING OH DISTRIBUTION LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS
DRAINAGE EASEMENT LINE TO BE REMOVED (V
OPEN WATER NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS.
PROPOSED TEMPORARY EXISTING UG DISTRIBUTION LLI
DRAINAGE EASEMENT POE LINE TO BE ABANDONED MACHINE CLEAR, NO Know what's beIOW. 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER <
PROPERTY LINE EXISTING OH DISTRIBUTION - GRUB: ROW / 0 Call before you dig. CONDITIONS. 2
LINE TO REMAIN
LIGHT (INSTALL) 5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED. U) p
EXISTING NCDOT ROW RW— RW EXISTING UG DISTRIBUTION ____ w
LINE TO REMAIN yy��yy��� 6. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. 3 �
LIGHT (REMOVE) (p1REM o LV..I
PROPOSED NCDOT ROW RW— RW— POLE (INSTALL) �IJ 7. EQUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN. SEE FIRM MAP 3710780400J DATED June 18, 2007 FOR FLOOD PLAIN INFORMATION. �
LIGHT (EXISTING) 3 WARNING:
LIMITS OF DISTURBANCE — LOD LOD — POLE (REMOVE) OVERHEAD POWER IN VICINITY 8. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
PROPOSED CONSTRUCTION REM DEWATERING SILT BAG SHALL
WORK AREA. CONTRACTOR A&
9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. p
POLE (EXISTING) Q © SHALL USE CAUTION WHILE A
z
ACCESS/ROAD WORKING AROUND ENERGIZED 10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY.
Q
EXISTING 2' CONTOURS - - -xxx- - PROPOSE GUY/ANCHOR POWER LINES. U)
11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. 00
LO
WATTLES REMOVE GUY/ANCHOR p 12. SITE SHOULD BE "STORM READY"AT THE END OF EACH WORK DAY/WEEK.
CAUTION: �
CONSTRUCTION ENTRANCE EXISTING GUY/ANCHOR UNDERGROUND TELEPHONE AND ,,��tilII1ll��7
FIBER OPTIC LINES ARE IN ����� H CAR iii4 z
INLET ROCK PIPE PROTECTION '� IP CULVERT PIPE CVICINITY ONTRACTOORSTO VERIFY
�`=D�OFESS� 2�
RIP RAP OUTLET PROTECTION oP COMMERCIALLY MADE MAT LOCATION PRIOR TO DIGGING. .a SEAL f. o
055132 TITLE
6,11 U-4758 SANDY RIDGE RD PHASE 2
o i�ie ff ® DUKE WO#41477323
HORIZONTAL ''9 .G1,vE �`'o`� `p'ff' Dewberry
H,' ' !pef+,
GRAPHIC SCALE J 1 � Dewberry Engineers Inc. , E N E RGY
50 0 25 so goo 2610 WYCLIFF ROAD
SUITE410 EROSION & SEDIMENT CONTROL PLAN 3
100% FOR PERMITTING PHONEH, NC27 81 CAROLI NAS
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE PHONE: [phone]
FAX: [phone] 526 SOUTH CHURCH STREET
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE ( IN FEET ) NCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
1 inch = 50 ft. DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE N0. [phone] D MX1477323 5 OF 14

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NOTES: _
LEGEND VIEWPORT 6 1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER#20743475). co
2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES, BOTH VERTICAL
PROPOSED OH _ DEP PROTECTIVE BUFFER
PUBLIC UTILITY EASEMENT — PUE PUE— DISTRIBUTION LINE (20' FROM NON-CAMA WETLANDS — DEP— AND HORIZONTAL, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN
PROPOSED CONSTRUCTION PROPOSED UG AND 30' STREAMS) THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
EASEMENT DISTRIBUTION LINE STREAM/CHANNEL — — — — — — 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM >0
PROPOSED PERMANENT PDE EXISTING OH DISTRIBUTION LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS
DRAINAGE EASEMENT LINE TO BE REMOVED (V
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PROPOSED TEMPORARY EXISTING UG DISTRIBUTION LLI
DRAINAGE EASEMENT PDE LINE TO BE ABANDONED MACHINE CLEAR, NO Know what's below. 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER
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LIGHT (EXISTING) 3 WARNING:
LIMITS OF DISTURBANCE — LOD LOD — POLE (REMOVE) OVERHEAD POWER IN VICINITY 8. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
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055132 TITLE
O.•� U-4758 SANDY RIDGE RD PHASE 2
��'o �i�i ® DUKE WO#41477323
HORIZONTAL ''9 .G1,vE �`'o`� `�'�' Dewberry
GRAPHIC SCALE J 1 � Dewberry Engineers Inc. �, ENERGY
50 0 25 so goo dJ2 2610 WYCLIFF ROAD
SUITE410 EROSION & SEDIMENT CONTROL PLAN 4
100% FOR PERMITTING
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE RALEIGH, NC27607 CAROLI NAS
PHONE: [phone]
FAX: [phone] 526 SOUTH CHURCH STREET
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE ( IN FEET ) NCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
1 inch = 50 ft. DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone] D MX1477323 6 OF 14

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LEGEND VIEWPORT 7 1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER#20743475). co
2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES, BOTH VERTICAL
PROPOSED OH DEP PROTECTIVE BUFFER
PUBLIC UTILITY EASEMENT — PUE PUE— DISTRIBUTION LINE (20' FROM NON-CAMA WETLANDS — DEP— AND HORIZONTAL, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN
PROPOSED CONSTRUCTION PROPOSED UG AND 30' STREAMS) THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
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PROPOSED PERMANENT POE EXISTING OH DISTRIBUTION LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS
DRAINAGE EASEMENT LINE TO BE REMOVED (V
OPEN WATER NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS.
PROPOSED TEMPORARY EXISTING UG DISTRIBUTION LLI
DRAINAGE EASEMENT POE LINE TO BE ABANDONED MACHINE CLEAR, NO Know what's beIOW. 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER <
PROPERTY LINE EXISTING OH DISTRIBUTION - GRUB: ROW / ® Call before you dig. CONDITIONS. 2
LINE TO REMAIN
LIGHT (INSTALL) 5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED. U) p
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LIGHT (EXISTING) 3 WARNING:
LIMITS OF DISTURBANCE — LOD LOD — POLE (REMOVE) OVERHEAD POWER IN VICINITY 8. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
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CAUTION: �
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FIBER OPTIC LINES ARE IN ����� H CAR iii4 z
INLET ROCK PIPE PROTECTION '� �p CULVERT PIPE VICINITY CONTRACTOORSTO VERIIFY �`=D�OFESS�ti/2�
RIP RAP OUTLET PROTECTION oP COMMERCIALLY MADE MAT LOCATION PRIOR TO DIGGING. .a SEAL f. o
055132 TITLE
••-• U-4758 SANDY RIDGE RD PHASE 2
i�i�i�i ® DUKE WO#41477323
HORIZONTAL ''9 .G1,vE �`'o`� `�'�' Dewberry
H,' ' �,y +,
GRAPHIC SCALE J 1 � Dewberry Engineers Inc. �, ENERGY.
50 0 25 so goo dJ2 2610 WYCLIFF ROAD
SUITE410 EROSION & SEDIMENT CONTROL PLAN 5
100% FOR PERMITTING
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE RALEIGH, NC27607 CAROLI NAS
PHONE: [phone]
FAX: [phone] 526 SOUTH CHURCH STREET
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE ( IN FEET ) NCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
1 inch = 50 ft. DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone] D MX1477323 7 OF 14

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LEGEND VIEWPORT 8 1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER#20743475). co
2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES, BOTH VERTICAL
PROPOSED OH _ DEP PROTECTIVE BUFFER
PUBLIC UTILITY EASEMENT — PUE PUE— DISTRIBUTION LINE (20' FROM NON-CAMA WETLANDS — DEP— AND HORIZONTAL, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN
PROPOSED CONSTRUCTION PROPOSED UG AND 30' STREAMS) THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
EASEMENT DISTRIBUTION LINE STREAM/CHANNEL — — — — — — 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM >O
PROPOSED PERMANENT POE EXISTING OH DISTRIBUTION LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS
DRAINAGE EASEMENT LINE TO BE REMOVED (V
OPEN WATER NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS.
PROPOSED TEMPORARY EXISTING UG DISTRIBUTION LLI
DRAINAGE EASEMENT POE LINE TO BE ABANDONED MACHINE CLEAR, NO Know what's beIOW. 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER <
PROPERTY LINE EXISTING OH DISTRIBUTION — GRUB: ROW / ® Call before you dig. CONDITIONS. 2
LINE TO REMAIN
LIGHT (INSTALL) 5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED. U) p
EXISTING NCDOT ROW RW— RW EXISTING UG DISTRIBUTION __ w
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LIGHT (EXISTING) 3 WARNING:
LIMITS OF DISTURBANCE — LOD LOD — POLE (REMOVE) OVERHEAD POWER IN VICINITY 8. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
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Q
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11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. 00
WATTLES REMOVE GUY/ANCHOR p 12. SITE SHOULD BE "STORM READY"AT THE END OF EACH WORK DAY/WEEK.
CAUTION:
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FIBER OPTIC LINES ARE IN ����� H CAR iii4 z
INLET ROCK PIPE PROTECTION '� �P CULVERT PIPE CVICINITY ONTRACTOORSTO VERIIFY �`=D�OFESS�ti/2�
RIP RAP OUTLET PROTECTION oP COMMERCIALLY MADE MAT LOCATION PRIOR TO DIGGING. .a SEAL f. o
055132 TITLE
�.•� U-4758 SANDY RIDGE RD PHASE 2
�,N ��•O i�i�i�i ® DUKE WO#41477323
HORIZONTAL ''9 .G1,vE �`'o`� `�'�' Dewberry
�"'i
GRAPHIC SCALE J 1 � Dewberry Engineers Inc.2610 WYCLIFF ROAD �, ENERGY.
50 0 25 so goo dJ2
SUITE410 EROSION & SEDIMENT CONTROL PLAN 6
100% FOR PERMITTING
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE RALEIGH, NC27607 CAROLI NAS
PHONE: [phone]
FAX: [phone] 526 SOUTH CHURCH STREET
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE ( IN FEET ) NCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
1 inch = 50 ft. DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone] D MX1477323 8 OF 14

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LEGEND VIEWPORT 9 1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER#20743475). co
2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES, BOTH VERTICAL
PROPOSED OH DEP PROTECTIVE BUFFER
PUBLIC UTILITY EASEMENT — PUE PUE— DISTRIBUTION LINE (20' FROM NON-CAMA WETLANDS — DEP— AND HORIZONTAL, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN
PROPOSED CONSTRUCTION PROPOSED UG AND 30' STREAMS) THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
EASEMENT DISTRIBUTION LINE STREAM/CHANNEL — — — — — — 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM >0
PROPOSED PERMANENT PDE EXISTING OH DISTRIBUTION LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS
DRAINAGE EASEMENT LINE TO BE REMOVED (V
OPEN WATER NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS.
PROPOSED TEMPORARY EXISTING UG DISTRIBUTION LLI
DRAINAGE EASEMENT PDE LINE TO BE ABANDONED MACHINE CLEAR, NO Know what's beIOW. 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER <
PROPERTY LINE EXISTING OH DISTRIBUTION — GRUB: ROW / ® Call before you dig. CONDITIONS. 2
LINE TO REMAIN
LIGHT (INSTALL) 5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED. u) p
EXISTING NCDOT ROW Rw Rw EXISTING UG DISTRIBUTION __ w
LINE TO REMAIN yy��yy��� 6. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. 3 �
LIGHT (REMOVE) (p1REM o W
PROPOSED NCDOT ROW Rw Rw POLE (INSTALL) �IJ 7. EQUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN. SEE FIRM MAP 3710780400J DATED June 18, 2007 FOR FLOOD PLAIN INFORMATION. �
LIGHT (EXISTING) 3 WARNING:
LIMITS OF DISTURBANCE — LOD LOD — POLE (REMOVE) OVERHEAD POWER IN VICINITY 8. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
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EXISTING 2' CONTOURS — — —xxx— - PROPOSE GUY/ANCHOR POWER LINES. U)
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055132 TITLE
�.•� U-4758 SANDY RIDGE RD PHASE 2
�,N ��•O i�i�i�i ® DUKE WO#41477323
HORIZONTAL ''9 .G>,vE �`'o`� `@62 eW err
GRAPHIC SCALE J 1 � Dewberry Engineers Inc. �, ENERGY
50 0 25 so 100 dJ2 2610 WYCLIFF ROAD
SUITE410 EROSION & SEDIMENT CONTROL PLAN 7
100% FOR PERMITTING
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE RALEIGH, NC27607 CAROLI NAS
PHONE: [phone]
FAX: [phone] 526 SOUTH CHURCH STREET
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE ( IN FEET ) NCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
1 inch = 50 ft. DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone] D MX1477323 9 OF 14

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LEGEND VIEWPORT 10 1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER#20743475). co
2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE EXISTING UTILITIES, BOTH VERTICAL
PROPOSED OH _ DEP PROTECTIVE BUFFER
PUBLIC UTILITY EASEMENT — PUE PUE— DISTRIBUTION LINE (20' FROM NON-CAMA WETLANDS — DEP— AND HORIZONTAL, PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DUKE ENERGY IMMEDIATELY IN
PROPOSED CONSTRUCTION PROPOSED UG AND 30' STREAMS) THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
EASEMENT DISTRIBUTION LINE STREAM/CHANNEL - - - - - - 3. WATTLES ARE SHOWN FOR GRAPHICAL DEPICTION OF LOCATIONS. WATTLES ARE TO BE PLACED ON THE DOWN SLOPE SIDE OF THE LAND DISTURBANCES TO PREVENT SEDIMENT FROM >O
PROPOSED PERMANENT POE EXISTING OH DISTRIBUTION LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS
DRAINAGE EASEMENT LINE TO BE REMOVED (V
OPEN WATER NECESSARY TO KEEP SEDIMENT OUT OF STREAMS AND WITHIN ROW LIMITS.
PROPOSED TEMPORARY EXISTING UG DISTRIBUTION LLI
DRAINAGE EASEMENT POE LINE TO BE ABANDONED MACHINE CLEAR, NO Know what's below. 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY AND DOT RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE FEASIBILITY AND WEATHER <
PROPERTY LINE EXISTING OH DISTRIBUTION - GRUB: ROW / ® Call before you dig. CONDITIONS. 2
LINE TO REMAIN
LIGHT (INSTALL) 5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED. U) p
EXISTING NCDOT ROW Rw Rw EXISTING UG DISTRIBUTION __ w
LINE TO REMAIN yy��yy��� 6. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN. 3 �
LIGHT (REMOVE) (p1REM o W
PROPOSED NCDOT ROW Rw Rw POLE (INSTALL) �IJ 7. EQUIPMENT SHALL NOT BE STORED IN THE FLOOD PLAIN. SEE FIRM MAP 3710780400J DATED June 18, 2007 FOR FLOOD PLAIN INFORMATION. �
LIGHT (EXISTING) 3 WARNING:
LIMITS OF DISTURBANCE — LOD LOD — POLE (REMOVE) OVERHEAD POWER IN VICINITY 8. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
PROPOSED CONSTRUCTION REM DEWATERING SILT BAG OF WORK AREA. CONTRACTOR 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK. Q
POLE (EXISTING) Q © SHALL USE CAUTION WHILE AL
z
ACCESS/ROAD WORKING AROUND ENERGIZED 10. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY.
Q
EXISTING 2' CONTOURS - - -xxx- - PROPOSE GUY/ANCHOR POWER LINES. U)
11. CONTRACTOR SHALL INSTALL ADDITIONAL E&SC MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING DITCHES. 00
LO
WATTLES r� REMOVE GUY/ANCHOR p 12. SITE SHOULD BE "STORM READY"AT THE END OF EACH WORK DAY/WEEK.
CAUTION: �
CONSTRUCTION ENTRANCE EXISTING GUY/ANCHOR UNDERGROUND TELEPHONE AND ,,��tilII1ll��7
FIBER OPTIC LINES ARE IN ����� H CAR iii4 z
INLET ROCK PIPE PROTECTION '� �P CULVERT PIPE VICINITY CONTRACTOORSTO VERIIFY �`=D�OFESS�ti/2�
RIP RAP OUTLET PROTECTION oP COMMERCIALLY MADE MAT LOCATION PRIOR TO DIGGING. .a SEAL f. o
055132 TITLE
O.•� U-4758 SANDY RIDGE RD PHASE 2
��'o �i�i ® DUKE WO#41477323
HORIZONTAL ''9 .G1,vE �`'o`� `�'�' Dewberry
GRAPHIC SCALE J 1 � Dewberry Engineers Inc. �, ENERGY
50 0 25 so goo 2610 WYCLIFF ROAD
SUITE410 EROSION & SEDIMENT CONTROL PLAN 8
100% FOR PERMITTING
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE RALEIGH, NC27607 CAROLI NAS
PHONE: [phone]
FAX: [phone] 526 SOUTH CHURCH STREET
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE ( IN FEET ) NCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
1 inch = 50 ft. DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone] D MX1477323 10 OF 14

EROSION AND SEDIMENTATION CONTROL TYPICAL SEEDING SCHEDULE FOR PIEDMONT AND COASTAL AREAS (EXCEPT BEACH DUNES) WETLAND/RIPARIAN BUFFER SEEDING SCHEDULE IN PIEDMONT AREAS
1. LIME,SEED,AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS.THE KINDS SEED SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE
CONSTRUCTION SEQUENCE NOTES OF MATERIALS E N APPLIED PER ACRE:
TEMPORARY SEEDING- APPLIES WHERE VEGETATIVE COVER IS NEEDED FOR LESS THAN 1 YEAR.DURING CLEARING AND CONSTRUCTION ACTIVIITE MATERIALS. THE KINDS OF MATERIALS TO BE APPLIED PER ACRE:S,WHEN DISTURBED MAINTENANCE:
WATTLES SHALL BE INSPECTED WEEKLY AND
AREAS ARE TEMPORARILY LEFT INACTIVE,TEMPORARY GROUND COVER SHALL BE ESTABLISHED ACCORDING TO THE FOLLOWING SCHEDULE:
1. DUKE ENERGY REPRESENTATIVE SHALL OBTAIN AND/OR CONFIRM ALL APPLICABLE PERMITS HAVE BEEN OBTAINED AND KEEP HARD-COPIES ON-SITE IN PERMANENT WETLAND/RIPARIAN SEEDING AFTER EACH RUNOFF EVENT.
DATE TYPE PLANTING RATE FERTILIZER LIMESTONE STRAW MULCH • SEDIMENT DEPOSITS SHALL BE CLEANED FROM
THE PERMITS BOX OR POST ON SITE. ANY PROJECT REVISIONS THAT RESULT IN ADDITIONAL LAND DISTURBANCE OR CHANGE IN DRAINAGE PATTERNS THE WATTLES WHEN IT REACHES HALF THE
10-10-10 BLEND THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER AND HEIGHT OF THE LOG.
SHALL BE SUBMITTED TO DUKE ENERGY FOR APPROVAL AND NCDEQ FOR PERMIT MODIFICATION. LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED �o�y • DAMAGED WATTLES SHALL BE REPLACED WITHIN
2. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE UNTIL ALL RIGHT-OF-WAY OR PERMANENT UTILITY EASEMENTS HAVE BEEN ACQUIRED. NO LAND MAR.1-AUG.31 GERMANOR 50LBS/ACRE 800LBS/ACRE 4000LBS/ACRE 4000LBS/ACRE TO BE USED SHALL BE DETERMINED. ALL RATES ARE IN POUNDS PER ACRE. 24 HOURS
O s OFSHA INSPECTEL BE N.A SUPPLY SIT FOR
DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE THE PROJECT LIMITS WITHOUT NCDEQ AND DUKE ENERGY APPROVAL. BRowNroPMILLET DISTURBED THIS PURPOSE.
3. NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN SEP.1-FEB.28 RYE GRAIN 100 LBS/ACRE 800 LBS/ACRE 4000 LBS/ACRE 4000 LBS/ACRE MARCH 1 -AUGUST 31 SEPTEM BER 1 - FEBRUARY 28 AREA
INSTALLED. IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED FIRST. THE NECESSARY 18# CREEPING RED FESCUE 18# CREEPING RED FESCUE USE MINIMUM 18 IN. NOMINAL DIAMETER
< COIR
LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED. 6# INDIANGRASS 6# INDIANGRASS WAT FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
4. NOTIFY THE STATE DEQ-DEMLR OFFICE AT THE WINSTON-SALEM REGIONAL (336-776-9800) AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION 8# LITTLE BLUESTEM 8# LITTLE BLUESTEM �o�y ��o
PERMANENT SEEDING �� EXCAVATED A 2 TO 3 INCH TRENCH
ACTIVITIES. 4# SWITCHGRASS 4# SWITCHGRASS O� � S��P \� FOR WATTLE TO BE PLACED.
5. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE AND LAND DISTURBING DATE TYPE PLANTING RATE FERTILIZER• LIMESTONE-, STRAW MULCH 25# BROWNTOP MILLET 35# RYE GRAIN P\� DO NOT PLACE WATTLES ON TOE OF
ACTIVITIES. 10-10-10 BLEND 500# FERTILIZER 500# FERTILIZER \ SLOPE.
4000# LIMESTONE 4000# LIMESTONE USE 2 FT. WOODEN STAKES WITH A 2
6. UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING MAR.1-AUG.31 TALL FESCUE 100 LBS/ACRE 800 LBS/ACRE 4000 LBS/ACRE 4000 LBS/ACRE IN. BY 2 IN. NOMINAL
DEMOLITION, CONSTRUCTION OR LAND DISTURBING ACTIVITIES. HULLED BERMUDA 25 LBS/ACRE CROSS SECTION.
GRASS APPROVED CREEPING RED FESCUE CULTIVARS: ABERDEEN, BOREAL, EPIC, CINDY LOU WATTLES INSTALLED A MINIMUM OF 2 UPSLOPE
7. INSTALL WATTLES AND ANY OTHER NECESSARY EROSION CONTROL MEASURES PER PLAN DETAILS AND NCDEQ REQUIREMENTS. IT IS THE CONTRACTORS CENTIPEDE 10 LBS/ACRE ISOMETRIC VIEW STAKES AND 4 DOWNSLOPE
RESPONSIBILITY TO KEEP ALL DIRT OFF PAVED ROADS AND OUT of STREAMS/WETLANDS. FERTILIZER SHALL BE 10-20-20 ANALYSIS. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED STAKES AT WATTLE TO GROUND.
ANGLE TO WEDGE
8. BEGIN TREE CLEARING. SEP.1-FEB.28 TALL FESCUE 100LBS/ACRE THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDED THE SAME
UNHULLED BERMUDA 35 LBS/ACRE PROVIDE STAPLES MADE OF 0.125 IN.
9. BEGIN DISTRIBUTION LINE WORK. GRASS AMOUNT OF PLANT FOOD AS 10-20-20 ANALYSIS AND AS DIRECTED. TOE OF FILL DIAMETER STEEL WIRE
CENTIPEDE 10 LBS/ACRE FORMED INTO A U SHAPE NOT LESS
THAN 12" IN LENGTH
10. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY. 'STORM READY' IS DEFINED AS THE SITE BEING STABILIZED OR IF THE SITE IS NOT RYE GRAIN 1LBS/ACRE 1. CULTIPACK ALL DISTURBED AREAS, BROADCAST RECOMMENDED SEED THEN CULTIPACK (AGAIN)
STABILIZED, EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE. OVER THE SEED BEFORE COVERING WITH WHEAT STRAW. REPEAT THE PROCESS IN THE EVENTOF STAKE PE INSTALL STAPLES APPROXIMATELY
`FOR 2:1 SLOPES OR STEEPER,ADD 20 LBS/ACRE SERICEA LESPEDEZA YEAR ROUND. EVERY 1 LINEAR FOOT ON
11. PROVIDE TEMPORARY SEEDING TO ALL DENUDED AREAS AFTER CLEARING OPERATIONS AS SOON AS FEASIBLE BUT NOT LONGER THAN 7 CALENDAR DAYS. AT THE ENVIRONMENTAL OVERSIGHT INSPECTOR'S REQUEST,50 LBS/ACRE PENSACOLA BAHIAGRASS MAY BE ADDED OR SUBSTITUTED TO THE SEED MIX. FLOODING THAT REMOVES SEED AND STRAW FROM THE PREPARED AREA. BOTH SIDES OF WATTLE AND AT EACH
END TO SECURE IT TO THE SOIL.
PROVIDE PERMANENT GROUNDCOVER WITHIN 14 CALENDAR DAYS. MULCHING CAN BE USED FOR INSTANT STABILIZATION ON NEW LINE PROJECTS THAT 2. THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE.THE AREAS SHALL BE PREPARED BY MEANS OF DISKING AND CROSS-DISKING,
REQUIRE CLEARING. TEMPORARY AND PERMANENT SEEDING WILL BE REQUIRED IN AREAS WHERE MULCHING IS INSUFFICIENT FOR INSTANT STABILIZATION. HARRowING,OR OTHER APPROVED METHOD OF PREPARATION SHALL BE CONTINUED UNTILA FRIABLE AND THOROUGHLY PULVERIZED FOUR-INCH FOR BREAKS ALONG LARGE SLOPES,
2. PERMANENT SEEDING SHALL BE ESTABLISHED BY PLANTING THE SELECTED SEED MIX DESCRIBED USE MAXIMUM SPACING OF 25 FT.
12. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED. DEEP SEEDBED
ACCUMUL IS ATE D. SHALL
THESL EXERCISED EEDBEARATIONOFSEEDBEDSOPRIORT ON PLANTIES TO EEPLESEESOILI RTOT THE RATHE
THAN IN "PERMANENT SEED MIS" PROVIDED HEREIN. IF ANY SPECIES OF THE PERMANENT SEEDING
PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE.SEEDBED SHALL BE APPROVED PRIOR TO PLANTING THE SEED.PRIOR TO THE LAST 18" WATTLE
13. ANY DEWATERING OF TRENCHES IS TO BE DONE THROUGH A SILT BAG. SILT BAG SHALL BE CONTINUOUSLY MONITORED DURING OPERATION. TILLAGE OPERATION,LIME AND FERTILIZER SHALL BE BROADCAST WITH AN APPROVED SPREADER OVER THE SEEDBED IN ACCORDANCE WITH THE MIXTURE IS NOT AVAILABLE, CONTACT THE CONSTRUCTION MANAGER FOR SUBSTITUTE SPECIES. TOP VIEW DOWNSLOPE STAKE
SCHEDULE.
14. PER NPDES REQUIREMENTS, A RAIN GAUGE, SELF-INSPECTIONS RECORDS, PERMIT, CERTIFICATE OF COVERAGE, AND S&E PLAN ARE REQUIRED TO BE
MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION. IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING 3. AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED,THE MIXTURE OF GRASS SEED,AS SPECIFIED,SHALL BE SOWED BY MEANS OF AN 3. THE SEEDING SHALL BE COVERED WITH COIR MATTING BELOW BANKFULL AND STRAW MULCH OR DISTURB ED AREA
OR ENTRANCE OF PROJECT. APPROVED SEEDER AT THE APPROPRIATE RATE,THE SEED WORKED INTO THE SOIL TO A DEPTH APPROXIMATELY 1/2 INCH AND THEN COMPACTED APPROPRIATE REPLACEMENT, ABOVE BANKFULL TO THE LIMITS OF DISTURBANCE. MULCH IS TO BE
15. DUKE ENERGY ENVIRONMENTAL REPRESENTATIVE SHALL CONDUCT PROJECT INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER OUTFALLS BY MEANSOFACULTIPACKERROLLEROROTHERAPPROVEDEQUIPMENT. SPREAD BY HAND, BLOWER OR OTHER SUITABLE EQUIPMENT AND ANCHORED INTO THE TOPSOIL /
WEEKLY AND AFTER EVERY RAIN EVENT 1" OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED AS SPECIFIED BY THE CONTRACT DOCUMENTS. 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND WITH POLY DURING OR DISCING. 1B" WATTLE - -V2"T":T=ENC
- -
A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING. THE DUKE ENERGY ENVIRONMENTAL REPRESENTATIVE SHALL BE VISIBLE WHEN RIDING BY MULCHED AREA IF PROPER APPLICATIONS ARE ACHIEVED.THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS -
SHALL MAINTAIN THESE RECORDS AT THE ON-SITE OFFICE FOR AUDIT BY DEQ. INSPECTIONS ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT A UNIFORM COVERAGE IS EXPECTED. 2' WOODEN STAKE III-I I II I I I I-I I I
BY 80% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL 4. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE
DEVICES. ADDITIONALLY, THE DUKE ENERGY ENVIRONMENTAL REPRESENTATIVE SHALL BE RESPONSIBLE FOR CONDUCTING 'SELF-INSPECTIONS' INDICATING 5. STRAW MULCH AREAS
RE),ROSHALL
ING,ORNETTI NETTIWITH NG.
HALT EEPSLOPES,NE TN RATE OF GISPREF.10GALLONPERSQUAREYARD/10GALLONSPER1000SQ.FT/436 INITIAL SEEDING OPERATION AT A RATE OF 4,000 LBS./ACRE. NO BARE GROUND SHALL BE VISIBLE INSET A
GALLON1sPER ACRE),RovING,oRNETTING.oNSTEEPSLOPEs,NETTINGISPREFERRED. WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW 2" I � 4
THE DATE DEVICES ARE INSTALLED AND STABILIZATION MEASURES ARE INITIATED. THE 'SELF-INSPECTION' REPORTS SHALL BE MAINTAINED AND f '�
SUBMITTED TO DUKE ENERGY ONCE STABILIZATION OF THE PROJECT HAS BEEN ACCOMPLISHED AND THE TEMPORARY MEASURES HAVE BEEN REMOVED. 6. ROLLED EROSION CONTROL PRODUCTS SHALL BE USED AS DITCH TREATMENT OR ON SLOPES AS SPECIFIED ON THE PLANS. ARE NOT PERMISSIBLE AS A UNIFORM COVERAGE IS EXPECTED.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL 15"-16" 1'
7. AT COMPLETION OF ANY PHASE OF GRADING ACTIVITIES OR WHERE CONSTRUCTION WILL TEMPORARILY CEASE, r
MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE WITH PRIOR SEEDING SHALL BE COMPLETED IN ALL DISTRUBED AREAS AS SPECIFIED IN THE STABILIZATION TIMEFRAME TABLE BELOW AS A MINIMUM. 5. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE t
APPROVAL FROM THE DUKE ENERGY REPRESENTATIVE. NEW STABILILUION TIMEFRAMES YARD (10 GAL/1000 SQ. FT.) HYDRAULIC TACKING MATERIAL SHALL BE USED IN HIGH QUALITYWATER I 2
17. CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE APPROVED BY NCDEQ AND DUKE ENERGY SPE 8. QUANTITY OF FERTILIZER AND LIME SHALL BE COMFIRMED BY SOILS TEST. ..,....''..o„ ZONES AND CRITICAL HABITAT AREAS.
PRIOR TO EXECUTION. A COPY OF ALL PERMITS SHALL BE MAINTAINED BY THE CONTRACTOR ON-SITE AT ALL TIMES. COMPOST OR SOIL TESTING SHALL BE APPLIED AT THE DISCRETION OF THE DEP REPRESENTATIVE. O s FRONT VIEW SEE INSET A
18. PURSUANT TO NC GENERAL STATUTE 113A-54.1(E), THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF EROSION CONTROL DEVICES AT MATERIALS: 6. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH
� wen mvW..movn z.„®
COMPLETION OF EACH CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS AS OUTLINE IN 5A NCAC 048.0131. FOR INSPECTION AND 1.THE LIMESTONE SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE � EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH
MONITORING RECORDS THE ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCGO10000 AND SELF-INSPECTION RECORDS FOR LAND DISTURBING CONTAINING NOT LESS THAN IO%MAGNESIUM OXIDE.MIX INTO SOIL A MINIMUM OF 4 INCHES DEEP. TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.
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ACTIVITIES PER GENERAL STATUTE 113A.54.1 FORMS SEE 2.FERTILIZER SHALL BE COMMERCIAL PRODUCE OF I0-10-10 ANALYSIS.ALL
"//DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERMAL-LAN D-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS". FERTILIZER SHALL BE DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME,
THE CHEMICAL ANALYSIS OF THE PRODUCT AND THE WEIGHT.IF NOT USED M1-,..°..N,.N„.,NN.,11- ,­ 7. VEGETATION SHALL BE ESTABLISHED ON ALL DISTURBED AREA WITHIN 15 DAYS OF COMPLETION OF
19. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND IMMEDIATELY AFTER DELIVERY,THE FERTILIZER SHALL BE STORED INA MANNER ANY PHASE OF GRADING ACTIVITIES WHERE CONSTRUCTION WILL TEMPORARILY CEASE FOR MORE
WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS A WHICH WILLNOTI ALLOW NCHESITTOHARDENORDESTROYEFFEGTIVENESS.MIXINTOSOIL 4'
A MINIMS S OF EED HALLBDEEP. DUKE THAN 21 CALENDAR DAYS.
DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED 3.GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND �C
AT THE PROJECT SITE FOR MONITORING. SEASONAL CONSIDERATIONS.PURITY OF SEED SHALL BE A MINIMUM OF 90%AND THE ENERGY
GERMINATION SHALL BE A MINIMUM OF 85%.THE SEED LABEL SHALL BE A"CERTIFIED ® 8. AFTER NCDEQ APPROVAL OF ESTABLISHED VEGETATIVE COVER, REMOVE ALL FENCING AND STAKES
20. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF SEED"LABEL. PROGRESS
THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION 4.MULCH SHALL CONSIST OF DRY,SMALL GRAIN STRAW,DRY HAY OR OTHER COMPLETELY WITHOUT MACHINES.
SUITABLE AND APPROVED MATERIAL. SEDIMENT AND EROSION CONTROL DETAILS
(e-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT" 4 03-20-2018 TEMPORARY AN0 PERWNENT SEEOING RENISIONS,P-MONT Am COASTAL OETALLS COA-D M7010ETAIL LOE BGT BGT TRANSMISSION ENGINEERING 18" WATTLE
21. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES 3 12-05-2017 PERMANENT SEEDING REVISIONS LOE BGT BGT CONTAL 00 PIEDMONT&MAS IE%CEPT EACH OUESTSEEDIIG SCHEDULE DOUBLE ROW WATTLE SPACING
2 03-06-2017 FORMAT REVISIONS LOE BGT BGT LOCATION STANDARD DRAWING
HAVE BEEN REMOVED AND GROUNDCOVER IS NOT ADEQUATE. 1 09-08-2016 REVISIONS LOE BGT BGT SCALE P= I'-0' SCALE RATIO Isl
0 05-06-2013 INITIAL RELEASE SFP BGT SFP DRAWN SFP CHK. BGT APP. SFP
NO. DATE REVISION By CIL App, DATE 05-06-13 DWG.NO. CT-65378 SH I OF 1
4 X D OUTLET W/DITCH OUTLET W/O DITCH z z 17 WATTLES NTS
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1811 3 10 9 4 10 2 7 4 2 8 m u'_ - FOR STRUCTURAL STONE . n EARTH BERM U_
24" 5 14 15 7 15 3 1 1 7 4 12 w Q Q w= w Q Q w = DESIGN CRITERIA:
U o C3 USE NO. 5 OR NO. 57 STONE FOR ~U of O C7 1. AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE
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V 42" 15 37 39 20 39 10 28 22 13 30 OOo7 CONSTRUCT TOP OF BERM A MINIMUM OF 0 O�0 OOU) 4. PAD LENGTH: 50' MINIMUM
D 48" - - 49 26 50 - - 28 17 38 z '> A 0 0 z > 5. PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
w 0-H ONE FOOT BELOW THE SHOULDER OR U� O� > SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY ALL
n - - - - - - - 54" - - 60 33 62 - - 36 21 47 r w O DIVERSION POINT. Oo 00 0 -0o ---- - - -- � p CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN
j 60" - 73 40 75 44 26 56 r o o O o00 { FLOW E w PUBLIC ROADS.
- - - - - - -
PROVIDE A TOTAL SEDIMENT TRAP o Q ° ' r o 6. WASHING: IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND N
l 66 - 87 48 89 54 32 67 o O D* SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE I-
72" - 1 102 57 104 1 64 38 m 78 VOLUME OF 3600± CUBIC FEET PER ACRE o O 0 0 O o TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED w
NOTE: 4 X D OF DISTURBED AREA. SOME OF THE 0 O - ---- - - -- -- - WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE
0 O 0 DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE _
FOR CALCULATION PURPOSES 3 W REQUIRED VOLUME MAY BE PROVIDED OHO o00 00 a CONVENIENT AND EFFECTIVE. co
_ _ _ _ _ _ CLASS B RIP RAP = 100 LBS. /FT N
CLASS I RIP RAP = 105 LBS. /FT3 BY UP OR DOWNSTREAM CONTROLS. � ��� 0 0 MAINTENANCE: cM
q� • ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY
lU 2 X D O C (,l Og°Q 0 ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE.
N w O a ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE
J ° p W STRUCTURAL STONE LL_ a IMMEDIATELY.
B l B c0 0 IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION
A I D (�� H " z ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK.
3: d O
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< Q Z DRAINAGE COURSES IS NOT ACCEPTABLE. N
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H= RIP RAP TO TOP OF PIPE (MAX. H = D + T) GEOTEXTILE Z V-6" MIN. V Ln
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS r Q [`
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS SECTION B-B SHEET 1 OF 1 SEDIMENT CONTROL STONE PIPE D* 24" PIPE MAX. j
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TITLE U-4758 SANDY RIDGE RD PHASE 2
_ �" Dewberry"' DUKE
WO#41477323
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'a 055132 �: - �•� Dewberry Engineers Inc.
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2610 WYCLIFF ROAD ENERGY.
SUITE G(NE`��°` RALEIGHONC27607 EROSION AND SEDIMENT CONTROL DETAILS
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE y•=. . . 100% FOR PERMITTING PHONE: [phone] CAROLI NAS
FAX: [phone] 526 SOUTH CHURCH STREET
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE �Iglz NCBELS#F-0929 CHARLOTTE N.C. 28202 SIZE D DRAWING MX1477323 SHEE11 OF 14
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE NO. [phone]

INSERT DISCHARGE
HOSE 5FT. IN BAG
MAINTENANCE:
CUT AND FILL SLOPES SHALL BE STABILIZED IMMEDIATELY UPON
COMPLETION OF ROADWAY GRADING.
• MATTING SHALL BE INSPECTED WEEKLY (DAILY ON ACTIVE ROADS) AND WATTLES TO ABUT
DISCHARGE HOSE AFTER EACH RUNOFF EVENT. DAMAGED OR MATTING SHALL BE C❑MP❑SITE MATTING
... . : RESTORED WITHIN 24 HOURS OF INSPECTION. (SEE WATTLES DETAIL FOR
• AS SOON AS THE MATTING IS NO LONGER NEEDED, IT SHALL BE SIZE AND INSTALLATI❑N)
REMOVED. ALL MATERIALS SHALL BE DISPOSED OF PROPERLY AND
DISTURBED AREAS STABILIZED. 20
UNDISTURBED
-
_ INTERLOCKING DURA BASE O BUFFER
ADVANCED-COMPOSITE 20'
- UNDISTURBED
III Y/
BUFFER
ATTACH IBAIG l i III
PER APPROVAL OF
TO HOSE
- I Y/
WETLAND AREA
OWNER/ENGINEER
SECURELY
_ PUMP COMMERCIALLY Y�
SUSPENDED AVAILABLE TIMBER
ABOVE BOTTOM MATS MAY BE
SUBSTITUTED FOR
INSTALLATION AND USE: FIBERGLASS/COMPOSITE
1. PLACE DEWATERING BAG ON THE GROUND OVER A RELATIVELY LEVEL, STONE PAD. MATS.
2. INSERT DISCHARGE PIPE A MINIMUM OF 5FT. INSIDE DEWATERING BAG AND SECURE WITH A ROPE. 20'
3. REPLACE DEWATERING BAG WHEN HALF FULL OF SEDIMENT OR WHEN THE SEDIMENT HAS REDUCED UNDISTURBED Y/
THE FLOW RATE OF THE PUMP DISCHARGE TO AN IMPRACTICAL AMOUNT. BUFFER
MAINTENANCE AND DISPOSAL WETLAND AREA
1. REMOVE AND DISPOSE OF ACCUMULATED SEDIMENT AWAY FROM WATERWAYS OR ENVIRONMENTALLY NOTES/DETAILS:
SENSITIVE AREAS. SLIT OPEN DEWATERING BAG AND REMOVE ACCUMULATED SEDIMENT. DISPOSE OF • COMPOSITE MAT MATERIAL IS HIGH
BAT AT AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY. DENSITY POLYETHYLENE OR
EQUIVALENT.
• MAT DIMENSIONS ARE 8' X 14' X 20 WATTLES TO ABUT
DEWATERING SILT BAG MATS I . UNDISTURBED (SEE�COMPOSITE MATTING
• MATS INTERLOCK WITH INSTALLATION. BUFFER (SEE WATTLES DETAIL FOR
SIZE AND INSTALLATI❑N)
NOT TO SCALE
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055132 TITLE
�.•� U-4758 SANDY RIDGE RD PHASE 2
NE��.°` ������' ® DUKE WO#41477323
y. . . ��; Dewberry
1 Dewberry Engineers Inc.
� 2610 WYCLIFF ROAD �, ENERGY.
SUITE 410
100% FOR PERMITTING RALEIGH, NC27607 CAROLI NAS EROSION AND SEDIMENT CONTROL DETAILS
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE PHONE: [phone]
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE FAX: [phone] 526 SOUTH CHURCH STREET SIZE DRAWING SHEET
Nww.de bF-0.co CHARLOTTE N.C. 28202 D MX1477323 12 OF 14
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE N0. [phone]

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT
THE NCG01 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
,o'
Implementing the details and specifications on this plan sheet will result in the construction A HIGHCOHES
ESIVE& MIN B SANDBAOR S(TYP)
2. Provide drip pans under any stored equipment. o CD o SANDBAGS(TYP) OIL BERMOR
OMIL HIGH
COHESIVE&
activity being considered compliant with the Ground Stabilization and Materials Handling o o OR STAPLES OMIL ° ° ;` s LINING LOWFILT SO BERM
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the PLASTIC SANDBAGS(TYP, o o (TYP>
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The ° SILT FENCE SIDE SLOPE LINING
project. ° ° (T,P) OR STAPLES o 0 0 -
ermittee shall comply with the Erosion and Sediment Control Ian approved b the ��`
p p Y p pp Y 4. Collect all spent fluids, store in separate containers and properly dispose as ° ° � ° ° SECTIONB-B 2
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction. hazardous waste (recycle when possible). B IN DBAGS(TYP.) NOTES
5. Remove leaking vehicles and construction equipment from service until the problem CLEARLY MARKEDSIGNAGE SECTION A-A OR STAPLES 1.ACTUAL LOCATION DETERMINED IN FIELD
CONCRETE NOTING DEVICE(18"X24"MIN.)
WASHOUT NOTES: CLEARLY MARKEDSIGNAGE 2.THE CONCRETE WASHOUT STRUCTURES
1.ACTUAL LOCATION DETERMINED IN FIELD CONCRETE NOTING DEVICE(18"X24"MIN.) SHALL BE MAINTAINED WHEN THE LIQUID
SECTION E: GROUND STABILIZATION has been corrected. WASHOUT STRUCTURE CAACHES TO
hRO THE
2.THE CONCRETE WASHOUT STRUCTURES SHALL BE STRUCTURES CAPACITY TO PROVIDE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES ADEQUATE HOLDING CAPACITY WITH A
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products 75 h OF THE STRUCTURES CAPACITY. MINIMUM 12 INCHES OF FREEBOARD.
Required Ground Stabilization Timeframes PLAN 3CONCRETE WASHOUT STRUCTURE NEEDS TO BE PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS
to a recycling or disposal center that handles these materials. CLEARYMARKEDVNTHSIGNAGENOTINGDEVICE. TO BE CLEARY MARKED WITH SIGNAGE
Stabilize within this NOTING DEVICE.
Site Area Description many calendar Timeframe variations ABELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
days after ceasing LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE NOT TO SCALE NOT TO SCALE
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers.
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers (e.g dumpster, trash CONCRETE WASHOUTS
swales, ditches, and 7 None receptacle) on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility.
(HQW) Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
If slopes are 10' or less in length and are from upland areas and does not drain directly to a storm drain, stream or wetland. addition place the mixer and associated materials on impervious barrier and within
(c) Slopes steeper than p g 3:1 7 not steeper than 2:1, 14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
allowed provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements, where applicable. If an
-7 days for slopes greater than 50' in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used, contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available, use one of the two
-7 days for perimeter dikes, swales, containers overflow. types of temporary concrete washouts provided on this detail.
(d) Slopes 3:1 to 4:1 14 ditches, perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days, clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must
-7 days for perimeter dikes, swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
ditches, perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains, streams or wetlands. 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s) closest to the washout which could receive
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow.
Note: After the permanent cessation of construction activities, an areas with temporary 3. Contain liquid wastes in a controlled area.
p Y p Y 7. Locate washouts in an easily accessible area, on level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled, sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from approving authority.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location.
PORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75% capacity to limit
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level round at least 50 feet away from storm drains,
p ground, Y
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
techniques in the table below: offset is not attainable, provide relocation of portable toilet behind silt fence or place products, follow manufacturer's instructions.
• Temporary grass seed covered with 0 Permanent grass seed covered with on a gravel pad and surround with sand bags. 10. At the completion of the concrete work, remove remaining leavings and dispose of
straw or other mulches and tackifiers straw or other mulches and tackifiers 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
• Hydroseeding Geotextile fabrics such as permanent foot traffic areas. caused by removal of washout.
• Rolled erosion control products with soil reinforcement matting 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
or without temporary grass seed Hydroseeding
• Appropriately applied straw or other Shrubs or other permanent plantings Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
mulch covered with mulch
• Plastic sheeting 0 Uniform and evenly distributed
HERBICIDES, PESTICIDES AND RODENTICIDES
ground cover sufficient to restrain 1. Store and apply herbicides, pesticides and rodenticides in accordance with label
erosion EARTHEN STOCKPILE MANAGEMENT restrictions.
• Structural methods such as concrete, 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least
2. Store herbicides, pesticides and rodenticides in their original containers with the ,n
asphalt or retaining walls 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls label, which lists directions for use, ingredients and first aid steps in case of w
Rolled erosion control products with and surface waters unless it can be shown no other alternatives are reasonably
grass seed available. accidental poisoning.
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3. Do not store herbicides, pesticides and rodenticides in areas where flooding is NM
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of possible or where they may spill or leak into wells, stormwater drains, ground water
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS five feet from the toe of stockpile. I-
or surface water. If a spill occurs, clean area immediately.
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials onsite. �
construction, selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance 0
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined �I
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative, physical or chemical coverage techniques that will restrain accelerated NCGO 1 GROUND
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. Q
4. Provide ponding area for containment of treated Stormwater before discharging STABILIZATION AND �
offsite. HAZARDOUS AND TOXIC WASTE V
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 1. Create designated hazardous waste collection areas on-site. CD
or surrounded by secondary containment structures. 2. Place hazardous waste containers under cover or in secondary containment. MATERIALS HANDLING 0
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
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055132 � TITLE
.• NDY RIDGE RD PHASE 2
G1����.°` ������' ® )UKE WO#41477323
y•G. ~� Dewberry
1 Dewberry Engineers Inc.
� 2610 WYCLIFF ROAD ENERGY®
SUITE 410
100% FOR PERMITTING H, NC27 NCG01 DETAIL 1
PHONE
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE PHONE: [phone]
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE FAX: [phone] 526 SOUTH CHURCH STREET SIZE DRAWING SHEET
Nww.de bF-0.co CHARLOTTE N.C. 28202 D MX1477323 13 OF 14
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE N0. [phone]

PART III PART III PART III
SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING SELF-INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF-INSPECTION SECTION B: RECORDKEEPING SECTION C: REPORTING
Self-inspections are required during normal business hours in accordance with the table 1. E&SC Plan Documentation 1. Occurrences that Must be Reported
below. When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences:
personnel to be in jeopardy, the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
which it is safe to perform the inspection. In addition, when a storm event of equal to or (a) Visible sediment deposition in a stream or wetland.
The following items pertaining to the E&SC plan shall be kept on site and available for
greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be inspection at all times during normal business hours.
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if:
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements . They are 25 gallons or more,
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy . They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete, date
business hours) locations, dimensions and relative elevations and sign an inspection report that lists each They cause sheen On surface waters (regardless Of volume), or
(1) Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters (regardless of volume).
maintained in If no daily rain gauge observations are made during weekend or
plan. This documentation is required upon the
good working holiday periods, and no individual-day rainfall information is
order available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess Of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 Of CERCLA
"zero." The permittee may use another rain-monitoring device (Ref: 40 CFR 302.4) or G.S. 143-215.85.
approved by the Division. (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC
(2) E&SC At least once per 1. Identification of the measures inspected, plan or complete, date and sign an inspection
Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event > 1.0 inch in properly, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours 5. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete, date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description, evidence, and date of corrective actions taken. plan. report to indicate compliance with approved environment.
(3) Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection,
outfalls (SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete, date and sign an inspection report. 2. Reporting Timeframes and Other Requirements
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures
event > 1.0 inch in sheen, floating or suspended solids or discoloration, have been performed. After a permittee becomes aware Of an occurrence that must be reported, he shall contact
24 hours 5. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the
6. Description, evidence and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
p other requirements listed below. Occurrences outside normal business hours may also be
(4) Perimeter of At least once per If visible sedimentation is found outside site limits, then a record to E&SC measures. plan or complete, date and sign an inspection reported to the Departments Environmental Emergency Center personnel at (800)
site 7 calendar days of the following shall be made: report to indicate the completion of the 858-0368.
and within 24 1. Actions taken to clean up or stabilize the sediment that has left corrective action.
hours of a rain the site limits,
event > 1.0 inch in 2. Description, evidence, and date of corrective actions taken, and 2. Additional Documentation to be Kept on Site Occurrence Reporting Timeframes (After Discovery) and Other Requirements
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above, the following items shall be kept on the (a) Visible sediment . Within 24 hours, an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours, unless the deposition in a . Within 7 calendar days, a report that contains a description of the
(5) Streams or At least once per If the stream or wetland has increased visible sedimentation or a
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction Division provides asite-specific exemption based On unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
or offsite and within 24 activity, then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
(where hours of a rain 1. Description, evidence and date of corrective actions taken, and case-by-case basis.
accessible) event > 1.0 inch in 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate Of Coverage, after it is received. • If the stream is named on the NC 303(d) list as impaired for sediment-
24 hours Regional Office per Part III, Section C, Item (2)(a) of this permit. related causes, the permittee may be required to perform additional
(6) Ground After each phase 1. The phase of grading (installation of perimeter E&SC monitoring, inspections or apply more stringent practices if staff
stabilization of grading measures, clearing and grubbing, installation of storm (b) Records Of inspections made during the previous twelve months. The permittee shall
measures drainage facilities, completion of all land-disturbing record the required observations on the Inspection Record Form provided by the determine that additional requirements are needed to assure compliance
activity, construction or redevelopment, permanent Division or a similar inspection form that includes all the required elements. Use of with the federal or state impaired-waters conditions.
ground cover). electronically-available records in lieu of the required paper copies will be allowed if (b) Oil spills and • Within 24 hours, an oral or electronic notification. The notification
2. Documentation that the required ground stabilization release of shall include information about the date, time, nature, volume and
measures have been provided within the required shown to provide equal access and utility as the hard-copy records. hazardous location of the spill or release.
timeframe or an assurance that they will be provided as substances per Item
soon as possible. 3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period 1(b)-(c) above
NOTE: The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request. [40 CFR 122.41] (c) Anticipated • A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)] effect of the bypass.
PART II, SECTION G, ITEM (4) (d) Unanticipated . Within 24 hours, an oral or electronic notification. F
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses [40 CFR . Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)] quality and effect of the bypass.
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(e) Noncompliance • Within 24 hours, an oral or electronic notification. N
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions Within 7 calendar days, a report that contains a description of the co
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). of this permit that noncompliance, and its causes; the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times, and if the noncompliance has not
health or the been corrected, the anticipated time noncompliance is expected to 0
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment[40 continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)] prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6). N
shall not commence until the E&SC plan authority has approved these items, w
• Division staff may waive the requirement for a written report on a Q
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit, case-by-case basis.
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems, V
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above, 0
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and 0
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
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NCGO I SELF -INSPECTION RECORDKEEPING AND REPORTINGCo
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055132 TITLE
O.•o, U-4758 SANDY RIDGE RD PHASE 2
)UKE WO#41477323
y• . � '!���i' Dewberry
1 'y Dewberry Engineers Inc.
2610 MCLIFF ROAD ENERGY®
SUITE 410
100% FOR PERMITTING H, NC27 NCG01 DETAIL 2
PHONE
1 MX1477323 8/14/2024 NCDEQ PERMIT MOD. CAG ZAE ZAE PHONE: [phone]
0 MX1477323 8/5/2024 FOR CONSTRUCTION CAG ZAE ZAE FAX: [phone] 526 SOUTH CHURCH STREET SIZE DRAWING SHEET
Nww.de bF-0.co CHARLOTTE N.C. 28202 D MX1477323 14 OF 14
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED
DO NOT USE FOR CONSTRUCTION Dewberry Project No.50160696 www.dewberry.com TELEPHONE N0. [phone]