NCC230242_Site Plan or Location Map_20230127

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Dewberry
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
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(ISIONS
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7/22/2022
DATE
TITLE
PROJECT NO. 50130678
SHEET NO. 01 OF 9

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ADDITIONAL NOTES
1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE
STANDARDS -SPECIFICALLY THE NC EROSION & SEDIMENT CONTROL MANUAL AND ORDINANCES.
2. ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKDAY.
3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL BMPs AND
STRUCTURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENT
TRANSFER.
4. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF
MATTING ON ALL DISTURBED AREAS.
5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT ANY TIME IF DUKE
ENVIRONMENTAL OVERSIGHT OR NCDEQ DEEMS IT APPROPRIATE TO MAINTAIN COMPLIANCE AND GOOD
STEWARDSHIP.
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).
8. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND SHALL OCCUR TO COUNTY REGULATED
RIPARIAN BUFFERS BEYOND THE PERMITTED PLANS.
9. ALL WETLANDS, STREAMS, SURFACE WATERS, AND RIPARIAN BUFFERS LOCATED WITHIN 50 FEET OF THE
CONSTRUCTION AREA ON THE PROJECT SITE SHALL BE CLEARLY MARKED PRIOR TO ANY LAND DISTURBING
ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT IS COMPLETED.
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
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
SHALL NOT BE STORED WITHIN 100 FEET OF A WATERBODY OR WETLAND.
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PROJECT OVERVIEW
LIMITS OF DISTURBANCE = 2.80 ACRES
HORIZONTAL GRAPHIC SCALE
700 0 350 700 1400
( IN FEET)
1 inch = 700 ft.
�._. Dewberry 0
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
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No. I DATE I BY I Description
REVISIONS
DRAWN BY DM
APPROVED BY EBS
CHECKED BY EBS
DATE 7/22/2022
TITLE
PROJECT NO. 50130678
SHEET NO.
02 OF 9

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EDMON D. GARMON
LESLEY GARMON .�C` DB 3476 PG 3509,
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BECKY CONEY
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LEGEND:
EXISTING OH DISTRIBUTION NOTES:
LINE - - EXISTING GUY/ANCHOR � EXISTING NCDOT ROW Rw Rw Rw
1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER #26478781).
TO BE REMOVED OH _ _ PROPOSE GUY/ANCHOR PROPOSED NCDOT ROW PUE PUE PUE— 2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
DISTRIBUTION LINE ACCURATELY LOCATE, BOTH VERTICAL AND HORIZONTAL, EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
PROPOSED OH DISTRIBUTION SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DEP IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY
LINE - REMOVE GUY/ANCHOR �� WETLANDS UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE
CONTRACTOR.
PROPOSED UG DISTRIBUTION LINE REPLACE GUY/ANCHOR OPEN WATER OWX 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 LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER
UG DISTRIBUTION LINE TO WATTLES STREAM/CHANNEL OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS NECESSARY TO KEEP SEDIMENT OUT OF
BE ABANDONED
STREAMS AND WITHIN ROW LIMITS.
EXISTING UG DISTRIBUTION DEP PROTECTIVE BUFFER (20' 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE
LINE TO REMAIN CONSTRUCTION ENTRANCE FROM NON-CAMA WETLANDS AND
30' FROM STREAMS) FEASIBILITY AND WEATHER CONDITIONS.
PROPOSED CONSTRUCTION 5. SEED SLOPES 3: 1 OR FLATTER. SLOPES STEEPER THAN 3: 1 SHALL BE MATTED.
EXISTING DISTRIBUTION POLE ACCESS/ROAD � � � � � � � � � � � � � FEMA FLOODWAY - - - - - - -
0 6. PROJECT IS LOCATED IN THE YADKIN PEE-DEE RIVER BASIN.
DISTRIBUTION POLE, REMOVE MACHINE CLEAR, NO GRUB: ROW I FEMA 100-YEAR FLOODPLAIN 7. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
ET
REM WARNING: 8. NO OIL/FUEL-FILLED EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN 125 FEET OF WETLANDS OR SURFACE WATER WITHOUT
LOW IMPACT/SENSITIVE OVERHEAD POWER IN VICINITY
NEW DISTRIBUTION POLE • OF WORK AREA. CONTRACTOR CONTAINMENT. NO FUELING WITHIN 125 FEET OF WETLANDS OR SURFACE WATER.
CLEARING, NO GRUB: ROW Know what's below. SHALL USE ARCAUTION N WHILE
® Call before you dig. © POWER LINES. © 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK.
DISTRIBUTION POLE, REPLACE EXISTING 2' CONTOURS xxx CAUTION: 10. EQUIPMENT SHALL NOT BE STORED WITHIN THE FLOOD PLAIN.
EXISTING UNDERGROUND TELEPHONE AND A FIBER OPTIC LINES ARE IN Q
VICINITY OF SUBSTATION. 11. CONTRACTOR TO INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING
EXISTING STREET LIGHT PROPERTY LINE ACONTRACTOR To VERIFY i THE STREAM.
LOCATION PRIOR TO DIGGING.
HORIZONTAL GRAPHIC SCALE 12. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY.
EXISTING STREET LIGHT LIMITS OF DISTURBANCE LOD LOD LOD 100 0 50 100 200 400
REMOVAL 1 13. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY/WEEK.
PROPOSED STREET LIGHT PUBLIC UTILITY EASEMENT Rw Rw Rw (IN FEET)
1 inch = 100 ft.
Dewberry'
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
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No. DATE I BY I Description
REVISIONS
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APPROVED BY
CHECKED BY
DATE
TITLE
DM
EBS
EBS
7/22/2022
PROJECT NO. 50130678
SHEET NO.
03 OF 9

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VIEWPORT 5
LEGEND:
B EXISTING OH DISTRIBUTION — — EXISTING GUY/ANCHOR EXISTING NCDOT ROW Rw Rw Rw
LINE
TO BE REMOVED OH PROPOSE GUY/ANCHOR PROPOSED NCDOT ROW PUE PUE PUE—
DISTRIBUTION LINE
PROPOSED OH DISTRIBUTION REMOVE GUY/ANCHOR �W WETLANDS
LINE
PROPOSED UG DISTRIBUTION LINE REPLACE GUY/ANCHOR OPEN WATER OWX
UG DISTRIBUTION LINE TO WATTLES BE ABANDONED STREAM/CHANNEL
EXISTING UG DISTRIBUTION DEP PROTECTIVE BUFFER (20'
LINE TO REMAIN CONSTRUCTION ENTRANCE FROM NON-CAMA WETLANDS AND
30' FROM STREAMS)
EXISTING DISTRIBUTION POLE O PROPOSED CONSTRUCTION t FEMA FLOODWAY - — — — — — — — —
ACCESS/ROAD
DISTRIBUTION POLE, REMOVE
EXISTING MACHINE CLEAR, NO GRUB: ROW I FEMA 100-YEAR FLOODPLAIN
REM
WARNING:
NEW DISTRIBUTION POLE LOW IMPACT/SENSITIVE , A OF WORK
POWER IN VICINITY O A
A CLEARING, NO GRUB: ROW of wL U AREA CONTRACTOR
R
Know what's below. © WORK;NGs AROUND'°ENRGI ZED
DISTRIBUTION POLE, REPLACE © call before you dig. POWER LINES.
EXISTING EXISTING 2' CONTOURS xxx CAUTION:
A UNDERGROUND TELEPHONE AND A
FIBER OPTIC LINES ARE IN
VICINITY OF SUBSTATION.
EXISTING STREET LIGHT PROPERTY LINE — — A CONTRACTOR To VERIFY A
LOCATION PRIOR TO DIGGING.
HORIZONTAL GRAPHIC SCALE
EXISTING STREET LIGHT
REMOVAL LIMITS OF DISTURBANCE LOD LOD LOD 100 0 50 100 200 400
PROPOSED STREET LIGHT PUBLIC UTILITY EASEMENT Rw Rw Rw (IN FEET)
1 inch = 100 ft.
NOTES:
1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER #26478781).
2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
ACCURATELY LOCATE, BOTH VERTICAL AND HORIZONTAL, EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DEP IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY
UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE
CONTRACTOR.
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 LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER
OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS NECESSARY TO KEEP SEDIMENT OUT OF
STREAMS AND WITHIN ROW LIMITS.
4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE
FEASIBILITY AND WEATHER CONDITIONS.
5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED.
6. PROJECT IS LOCATED IN THE YADKIN PEE-DEE RIVER BASIN.
7. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
8. NO OIL/FUEL-FILLED EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN 125 FEET OF WETLANDS OR SURFACE WATER WITHOUT
CONTAINMENT. NO FUELING WITHIN 125 FEET OF WETLANDS OR SURFACE WATER.
9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK.
10. EQUIPMENT SHALL NOT BE STORED WITHIN THE FLOOD PLAIN.
11. CONTRACTOR TO INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING
THE STREAM.
12. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY.
13. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY/WEEK.
%,g Dewberry
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
SEAL '011111
CA
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7/22/2022
PROJECT NO. 50130678
SHEET NO.
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— PROPOSE GUY/ANCHOR
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xxx
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EXISTING NCDOT ROW Rw Rw Rw
1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER #26478781).
PROPOSED NCDOT ROW PUE PUE PUE— 2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
ACCURATELY LOCATE, BOTH VERTICAL AND HORIZONTAL, EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DEP IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY
WETLANDS UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE
CONTRACTOR.
OPEN WATER U 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 LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER
STREAM/CHANNEL OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS NECESSARY TO KEEP SEDIMENT OUT OF
STREAMS AND WITHIN ROW LIMITS.
DEP PROTECTIVE BUFFER (20' 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT-OF-WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE
FROM NON-CAMA WETLANDS AND
30' FROM STREAMS) FEASIBILITY AND WEATHER CONDITIONS.
5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED.
FEMAFLOODWAY---------
6. PROJECT IS LOCATED IN THE YADKIN PEE-DEE RIVER BASIN.
FEMA 100-YEAR FLOODPLAIN 7. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT-OF-WAY CLEARING SPECIFICATION T4-15.1
WARNING: 8. NO OIL/FUEL-FILLED EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN 125 FEET OF WETLANDS OR SURFACE WATER WITHOUT
AOVERHEAD POWER IN VICINITY
OF WORK AREA. CONTRACTOR
• Know what's below. SHALL USE AROUND'°ENRGI ZED
® Call before you dig. © POWER LINES. © 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK.
ACAUTION:
oUTIOo ND TELEPHONE AND A 10. EQUIPMENT SHALL NOT BE STORED WITHIN THE FLOOD PLAIN.
FIBER OPTIC LINES ARE IN A11. CONTRACTOR TO INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING
VICINITY OF SUBSTATION. CONTRACTOR To VERIFY
A THE STREAM.
LOCATION PRIOR TO DIGGING.
HORIZONTAL GRAPHIC SCALE 12. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY.
100 0 50 100 200 400 13. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY/WEEK.
( IN FEET)
1 inch = 100 ft.
r'1 '`''1 Dewberry10166614-111,
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
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REVISIONS
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TITLE
DM
EBS
EBS
7/22/2022
PROJECT NO. 50130678
SHEET NO.
05 OF 9

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3
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LEGEND:
B
EXISTING OH DISTRIBUTION _
_ EXISTING GUY/ANCHOR
LINE
TO BE REMOVED OH
PROPOSE GUY/ANCHOR
DISTRIBUTION LINE
PROPOSED OH DISTRIBUTION
REMOVE GUY/ANCHOR
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LINE
PROPOSED UG DISTRIBUTION LINE
REPLACE GUY/ANCHOR
UG DISTRIBUTION LINE TO
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- CONSTRUCTION ENTRANCE
PROPOSED CONSTRUCTION
EXISTING DISTRIBUTION POLE O
ACCESS/ROAD
DISTRIBUTION POLE, REMOVE
EXISTING
MACHINE CLEAR, NO GRUB: ROW
REM
LOW IMPACT/SENSITIVE
A
NEW DISTRIBUTION POLE
CLEARING, NO GRUB: ROW
DISTRIBUTION POLE, REPLACE
EXISTING 2' CONTOURS
xxx
EXISTING
EXISTING STREET LIGHT
PROPERTY LINE
— —
EXISTING STREET LIGHT
REMOVAL
LIMITS OF DISTURBANCE
LOD LOD LOD
PROPOSED STREET LIGHT
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NOTES:
EXISTING NCDOT ROW Rw Rw Rw
1. FOR UTILITY INFORMATION, SEE DISTRIBUTION DESIGN PLANS (WORK ORDER #26478781).
PROPOSED NCDOT ROW PUE PUE PUE— 2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
ACCURATELY LOCATE, BOTH VERTICAL AND HORIZONTAL, EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
SHALL NOTIFY NC 811 PRIOR TO EXCAVATION. CONTRACTOR SHALL NOTIFY DEP IMMEDIATELY IN THE EVENT OF ENCOUNTERING ANY
WETLANDS UNDERGROUND OBSTACLE REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE
CONTRACTOR.
OPEN WATER 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 LEAVING THE SITE AND ENTERING WETLANDS/STREAMS. ESTIMATES ARE MINIMUM NUMBER
STREAM/CHANNEL OF LINEAR FEET ANTICIPATED. SEE DETAIL SHEET. ADDITIONAL WATTLES SHALL BE UTILIZED AS NECESSARY TO KEEP SEDIMENT OUT OF
STREAMS AND WITHIN ROW LIMITS.
DEP PROTECTIVE BUFFER (20' 4. ACCESS LOCATIONS WITHIN THE DISTRIBUTION LINE RIGHT—OF—WAY ARE APPROXIMATE. ACTUAL LOCATION MAY VARY BASED ON THE
FROM NON-CAMA WETLANDS AND
30' FROM STREAMS) FEASIBILITY AND WEATHER CONDITIONS.
5. SEED SLOPES 3:1 OR FLATTER. SLOPES STEEPER THAN 3:1 SHALL BE MATTED.
FEMAFLOODWAY---------
6. PROJECT IS LOCATED IN THE YADKIN PEE—DEE RIVER BASIN.
FEMA 100-YEAR FLOODPLAIN 7. CLEARING METHODS SHALL BE IN ACCORDANCE WITH DUKE ENERGY'S RIGHT—OF—WAY CLEARING SPECIFICATION T4-15.1
WARNING: 8. NO OIL/FUEL—FILLED EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN 125 FEET OF WETLANDS OR SURFACE WATER WITHOUT
AOVERHEAD POWER IN VICINITY
OF WORK AREA. CONTRACTOR
• Know what's below. SHALL USE AROUND'°ENRGI RED
® Call before you dig. © POWER LINES. © 9. CONTRACTOR SHALL PERFORM AND DOCUMENT EQUIPMENT INSPECTION PRIOR TO PERFORMING WORK.
ACAUTION:
oUTIOo ND TELEPHONE AND A 10. EQUIPMENT SHALL NOT BE STORED WITHIN THE FLOOD PLAIN.
FIBER OPTIC LINES ARE IN VICINITY OF SUBSTATION. 11. CONTRACTOR TO INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED TO PREVENT SEDIMENT FROM ENTERING
CONTRACTOR TO VERIFY THE STREAM.
LOCATION PRIOR TO DIGGING.
HORIZONTAL GRAPHIC SCALE 12. CONTRACTOR TO INSTALL CONSTRUCTION ENTRANCE AS NEEDED TO PREVENT SEDIMENT FROM BEING TRACKED ONTO ROADWAY.
100 0 50 100 200 400 13. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY/WEEK.
( IN FEET)
1 inch = 100 ft.
�•-,.
D e w b e r r
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
SEAL \\WillIIIN
y` CARD
SEAL
026983
No. I DATE I BY I Description
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
DM
EBS
EBS
7/22/2022
PROJECT NO. 50130678
SHEET NO.
06 OF 9

2 3 4 5
emel" Dewberry'
E
91
J
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01
EROSION AND SEDIMENTATION CONTROL
CONSTRUCTION SEQUENCE NOTES
1. DEP REPRESENTATIVE SHALL OBTAIN AND/OR CONFIRM ALL APPLICABLE PERMITS HAVE BEEN OBTAINED AND KEEP HARD -COPIES ON -SITE IN THE
PERMITS BOX OR POST ON SITE. ANY PROJECT REVISIONS THAT RESULT IN ADDITIONAL LAND DISTURBANCE OR CHANGE IN DRAINAGE PATTERNS SHALL
BE SUBMITTED TO DEP FOR APPROVAL AND NCDEQ FOR PERMIT MODIFICATION.
2. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE UNTIL ALL RIGHT-OF-WAY OR PERMANENT UTILITY EASEMENTS HAVE BEEN ACQUIRED. NO LAND
DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE THE PROJECT LIMITS WITHOUT NCDEQ AND DUKE ENERGY PROGRESS SITING, PERMITTING AND
ENGAGEMENT (DEP SPE) APPROVAL.
3. NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL BEGIN UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN
INSTALLED. IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED FIRST. THE NECESSARY
LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN PROCEED.
4. NOTIFY THE STATE DEQ-DEMLR OFFICE AT THE WINSTON SALEM REGIONAL (336-703-2440) AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION
ACTIVITIES.
5. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (CDC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING
ACTIVITIES.
6. UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO BEGINNING
DEMOLITION, CONSTRUCTION OR LAND DISTURBING ACTIVITIES.
7. INSTALL WATTLES AND ANY OTHER NECESSARY EROSION CONTROL MEASURES PER PLAN DETAILS AND NCDEQ REQUIREMENTS. IT IS THE CONTRACTORS
RESPONSIBILITY TO KEEP ALL DIRT OFF PAVED ROADS AND OUT OF STREAMS/WETLANDS.
8. BEGIN TREE CLEARING.
9. BEGIN DISTRIBUTION LINE WORK.
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
STABILIZED, EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE.
11. PROVIDE TEMPORARY SEEDING TO ALL DENUDED AREAS AFTER CLEARING OPERATIONS AS SOON AS FEASIBLE BUT NOT LONGER THAN 7 CALENDAR DAYS.
PROVIDE PERMANENT GROUNDCOVER WITHIN 14 CALENDAR DAYS. MULCHING CAN BE USED FOR INSTANT STABILIZATION ON NEW LINE PROJECTS THAT
REQUIRE CLEARING. TEMPORARY AND PERMANENT SEEDING WILL BE REQUIRED IN AREAS WHERE MULCHING IS INSUFFICIENT FOR INSTANT STABILIZATION.
12. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED.
13. DEP ENVIRONMENTAL REPRESENTATIVE SHALL CONDUCT PROJECT INSPECTIONS OF EROSION CONTROL MEASURES AND STORMWATER OUTFALLS WEEKLY
AND AFTER EVERY RAIN EVENT 1" OR GREATER. ALL CONTROL DEVICES SHALL BE MAINTAINED AS SPECIFIED BY THE CONTRACT DOCUMENTS. A RAIN
GAUGE SHALL BE INSTALLED AT THE PROJECT SITE TO FACILITATE RAINFALL MONITORING. THE DEP ENVIRONMENTAL REPRESENTATIVE SHALL MAINTAIN
THESE RECORDS AT THE ON -SITE OFFICE FOR AUDIT BY DEQ. INSPECTIONS ARE REQUIRED UNTIL PROJECT STABILIZATION IS EVIDENT BY 80%
VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING, AT SUCH TIME THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES.
ADDITIONALLY, THE DEP ENVIRONMENTAL REPRESENTATIVE SHALL BE RESPONSIBLE FOR CONDUCTING 'SELF -INSPECTIONS' INDICATING THE DATE DEVICES
ARE INSTALLED AND STABILIZATION MEASURES ARE INITIATED. THE 'SELF- INSPECTION' REPORTS SHALL BE MAINTAINED AND SUBMITTED TO DUKE
ENERGY PROGRESS ONCE STABILIZATION OF THE PROJECT HAS BEEN ACCOMPLISHED AND THE TEMPORARY MEASURES HAVE BEEN REMOVED.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SEDIMENT ON -SITE. IF THE APPROVED EROSION AND SEDIMENTATION CONTROL
MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING THE SITE WITH PRIOR
APPROVAL FROM THE DEP REPRESENTATIVE.
15. CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS. ANY CHANGES SHALL BE APPROVED BY NCDEQ AND DEP SPE PRIOR TO
EXECUTION. A COPY OF ALL PERMITS SHALL BE MAINTAINED BY THE CONTRACTOR ON -SITE AT ALL TIMES.
16. PURSUANT TO NC GENERAL STATUTE 113A-54.1(E), THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF EROSION CONTROL DEVICES AT
COMPLETION OF EACH CONSTRUCTION PHASE AND DOCUMENT SUCH INSPECTIONS AS OUTLINE IN 5A NCAC 048.0131. FOR INSPECTION AND
MONITORING RECORDS THE ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCGO10000 AND SELF -INSPECTION RECORDS FOR LAND DISTURBING
ACTIVITIES PER GENERAL STATUTE 113A.54.1 FORMS SEE
"//DEQ. N C.GOV/ABOUT/D IVISI ON S/EN ERGY-MINERMAL-LAN D-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS".
17. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND
WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS
DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED
AT THE PROJECT SITE FOR MONITORING.
18. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF
THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
(e-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT"
19. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, AND PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES
HAVE BEEN REMOVED AND GROUNDCOVER IS NOT ADEQUATE.
FIBERGLASS/COMPOSITE
(OR OTHER COMMERCIAL)
MATS ON APPROACH
BRIDGE PANELS, NO GAPS
PANEL CURBING,
TYPICAL BOTH SIDES
BRIDGE
PANELS
DIMENSIONS ARE APPROXIMATE
%(L) (L) %(L)
WATTLES J
INSTALL FIBERGLASS/COMPOSITE (OR OTHER
COMMERCIAL) MATS FOR APPROACH
ACCORDING TO BUFFER REQUIREMENTS.
WATTLES SHALL ABUT BRIDGE/MATS TO
KEEP SEDIMENT OUT OF STREAMS.
PANEL
CURBING
NOTES:
1. BRIDGE STRUCTURE SHALL BE CONSTRUCTED AT OR ABOVE BANK ELEVATION TO PREVENT ENTRAPMENT OF FLOATING
MATERIALS AND DEBRIS.
2. IF REQUIRED, BRIDGE ABUTMENTS SHALL BE INSTALLED PARALLEL TO AND ON STABLE BANKS, (NOT SHOWN IN THE FIGURE).
THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SUCH ABUTMENTS. FIBERGLASS/COMPOSITE (OR OTHER
COMMERICAL) MATS SHALL BE UTILIZED FOR BRIDGE APPROACHES.
3. BRIDGE SPANS SHALL BE CONSTRUCTED TO SPAN THE ENTIRE CHANNEL WITH NO GAPS BETWEEN PANELS. WATTLES SHALL
BE USED ON OUTER EDGES OF BRIDGE TO PROTECT WATER FEATURE FROM DIRT AND DEBRIS.
4. UPON REMOVAL OF THE BRIDGE, ALL DISTURBED AREAS SHALL BE SEEDED AND COVERED WITH SEED, STRAW AND TACK, OR
EXCELSIOR MATTING FOR STABILIZATION.
5. AS BEST AS POSSIBLE, ALL BRIDGES SHALL BE INSTALLED PERPENDICULAR TO STREAM CHANNELS.
6. PER APPROVAL OF OWNER/ENGINEER, COMMERCIALLY AVAILABLE TIMBER MATS MAY BE SUBSTITUTED FOR
FIBERGLASS/COMPOSITE MATS.
7. PORTABLE BRIDGES MAY BE USED IN PLACE OF TEMPORARY BRIDGING WHERE STREAM BANK TO STREAM BANK IS LESS THAN
5 FEET.
MAINTENANCE
MAINTAIN THE BRIDGE AND WATTLES TO KEEP DIRT FROM COLLECTING ON THE BRIDGE AND TO KEEP SEDIMENT FROM ENTERING
THE STREAM.
TEMPORARY SPAN BRIDGE CROSSING NTS
76 (MATTING APPROACH)
WATTLES
15"-16"
97
ISOMETRIC VIEW
TOP VIEW ,
18" WATTLE
2' WOODEN STAKE
f
MAINTENANCE:
• WATTLES SHALL BE INSPECTED WEEKLY AND
AFTER EACH RUNOFF EVENT.
• SEDIMENT DEPOSITS SHALL BE CLEANED FROM
THE WATTLES WHEN IT REACHES HALF THE
HEIGHT OF THE LOG.
• DAMAGED WATTLES SHALL BE REPLACED WITHIN
24 HOURS OF INSPECTION. A SUPPLY OF
WATTLES SHALL BE MAINTAINED ON SITE FOR
THIS PURPOSE.
NOTES:
USE MINIMUM 18 IN. NOMINAL DIAMETER
COIR FIBER (COCONUT)
WATTLE AND LENGTH OF 10 FT.
EXCAVATED A 2 TO 3 INCH TRENCH
FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLES ON TOE OF
SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2
IN. BY 2 IN. NOMINAL
CROSS SECTION.
INSTALLED A MINIMUM OF 2 UPSLOPE
STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE
WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN.
DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS
THAN 12" IN LENGTH
INSTALL STAPLES APPROXIMATELY
EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH
END TO SECURE IT TO THE SOIL.
FOR BREAKS ALONG LARGE SLOPES,
USE MAXIMUM SPACING OF 25 FT.
R ' ' R ' ' ' /•'�'�'�'��
..........
..........
...........
...........
..........
FRONT VIEW SEE INSET A
WATTLES
MAINTENANCE:
• CUT AND FILL SLOPES SHALL BE STABILIZED IMMEDIATELY UPON
COMPLETION OF ROADWAY GRADING.
• MATTING SHALL BE INSPECTED WEEKLY (DAILY ON ACTIVE ROADS) AND
AFTER EACH RUNOFF EVENT. DAMAGED OR MATTING SHALL BE
RESTORED WITHIN 24 HOURS OF INSPECTION.
• AS SOON AS THE MATTING IS NO LONGER NEEDED, IT SHALL BE
REMOVED. ALL MATERIALS SHALL BE DISPOSED OF PROPERLY AND
DISTURBED AREAS STABILIZED.
INTERLOCKING DURA-BASE
ADVANCED -COMPOSITE MAT SYSTEM
*PER APPROVAL OF
OWNER/ENGINEER,
COMMERCIALLY
AVAILABLE TIMBER
MATS MAY BE
SUBSTITUTED FOR
FIBERGLASS/COMPOSITE
MATS.
50'
UNDISTURBED
BUFFER
WETLAND AREA
NTS
WATTLES TO ABUT
C❑MP❑SITE MATTING
(SEE WATTLES DETAIL FOR
SIZE AND INSTAULATI❑N)
UNDISTURBED
BUFFER
WETLAND AREA
Vi
50'
DISTURBED
BUFFER
NOTES/DETAILS:
• COMPOSITE MAT MATERIAL IS HIGH
DENSITY POLYETHYLENE OR
EQUIVALENT. 50' WATTLES TO ABUT
• MAT DIMENSIONS ARE 8' X 14' X UNDISTURBED COMPOSITE MATTING
4-TSI BUFFER (SEE WATTLES DETAIL FOR
• MATS INTERLOCK WITH INSTALLATI SIZE AND INSTALLATI❑N)
7
COMMERCIALLY MADE COMPOSITE MAT NTS
DESIGN CRITERIA:
1. AGGREGATE SIZE: 2-3" DIAMETER WASHED STONE
2. PAD THICKNESS: 6" MINIMUM
3. PAD WIDTH: 24' MINIMUM
4. PAD LENGTH: 100' MINIMUM
5. PAD LOCATION: LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT
SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN
PUBLIC ROADS.
6. WASHING: IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND
SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE GRAVEL, THE
TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE THAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE
DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE
CONVENIENT AND EFFECTIVE.
GEOTEXTILE FABRIC TO STABILIZE
FOUNDATION (ESPECIALLY IMPORTANT
WHERE WETNESS IS ANTICIPATED)
2-3" DIAMETER
WASHED STONE, 6"
DEEP
PERSPECTIVE VIEW
CONSTRUCTION ENTRANCE (NC)
INTERLOCKING FIBERGLASS/COMPOSITE MATS
MIN. 20' FROM WETLAND EDGE OR
TO MARK SENSITIVE AREA BUFFER
MAINTENANCE
MAINTAIN MATTING AND WATTLES TO KEEP SEDIMENT FROM
COLLECTING ON THE MATTING AND FROM ENTERING THE WETLAND
AND BUFFER AREAS.
NOTES/DETAILS:
1.COMPOSITE MAT MATERIAL IS HIGH DENSITY POLYETHYLENE OR EQUIVALENT.
2.MAT DIMENSIONS ARE 7' X 14' X 4 - 1/4".
3.MATSINTERLOCK WITH INSTALLATION.
`NOTE: PER APPROVAL OF OWNER/ENGINEER, COMMERCIALLY AVAILABLE HEAVY DUTY TIMBERP'CRANE MATS" MAY
BE SUBSTITUTED FOR FIBERGLASS/COMPOSITE MATS.
'LATTICE AND/OR TWO PLY MATTING SHALL NOT BE USED IN WETLANDS.
COMMERCIALLY MADE COMPOSITE MAT APPLICATIONS
REVISIONS
NTS
NTS
40)
DUKE
ENERGY®
PROGRESS
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
COMPOSITE MATTING DETAIL
LOCATION STANDARD DRAWING
SCALE I' = 1'-0" SCALE RATIO I. -I
DRAWN SFP CHK. BGT APP. SFP
DATE 05-06-13 DWG. NO. CT-65383 SH 1 OF 1
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
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026983
001, • IC•D.
No. I DATE I BY I Description
REVISIONS
DRAWN BY
APPROVED BY
CHECKED BY
DATE
TITLE
DM
EBS
EBS
7/22/2022
PROJECT NO. 50130678
SHEET NO.
07 OF 9

.: Dewberry
E
C
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
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.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10.
A HIGH MIN SANDBAGS(TYP.)
COHESIVE & B OR STAPLES
O O O O LOW FILTRATION HIGH
SANDBAGS (TYP.) SOIL BERM
O ao
OR STAPLES 10 MIL COHESIVE &
O O O O PLASTIC LINING LOW FILTRATION
10 MIL 1:1 SIDE SLOPE SOIL BERM
0 11 PLASTIC SANDBAGS TYP. O O �z YP.)
SILT FENCE LIN IN ( )
SIDE SLOPEOR STAPLES O 0 o z
0 0 (TYP.) _ _
00 00 0 p Mz z
��jG�l
00 0
A SECTION B-B
Mt
B
SANDBAGS(TYP.) NOTES:
CLEARLY MARKED SIGNAGE SECTION A -A OR STAPLES 1. ACTUAL LOCATION DETERMINED IN FIELD
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES: CLEARLY MARKED SIGNAGE 2. THE CONCRETE WASHOUT STRUCTURES
1. ACTUAL LOCATION DETERMINED IN FIELD
r
NOTING DEVICE (18"X24" MIN.) SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE STRUCTURES CAPAC ITYTO PROVIDE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES ADEQUATE HOLDING CAPACITY WITH A
75%OF THE STRUCTURES CAPACITY. MINIMUM 12 INCHES OF FREEBOARD.
PLAN 3. CONCRETE WASHOUT STRUCTURE NEEDS TO BE PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS
C LEARY MARKED WITH SIGNAGE NOTING DEVICE. TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
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026983
'��., • ic'o .
No. I DATE I BY I Description
REVISIONS
DRAWN BY DM
APPROVED BY EBS
CHECKED BY EBS
DATE 7/22/2022
TITLE
PROJECT NO. 50130678
SHEET NO.

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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
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
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(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
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
e
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(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.
(d) Unanticipated
.
Within 24 hours, an oral or electronic notification.
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.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
.
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
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
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).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NC 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
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026983
No. DATE BY Description
REVISIONS
DRAWN BY DM
APPROVED BY EBS
CHECKED BY EBS
DATE 7/22/2022
TITLE
PROJECT NO. 50130678
SHEET NO. OF 9