NCC242585_Site Plan or Location Map_20240823

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PROJECT OVERVIEW
SCALE: 1:900
STREAM CROSSING ADDITIONAL NOTES
• THE TEMPORARY WATERWAY CROSSING WILL BE AT RIGHT ANGLES TO THE STREAM. WHERE 1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE
APPROACH CONDITIONS DICTATE,THE CROSSING MAY VARY 15 DEGREES FROM A LINE DRAWN STANDARDS-SPECIFICALLY THE NC EROSION&SEDIMENT CONTROL MANUAL AND ORDINANCES. WETLAND CROSSING
PERPENDICULAR TO THE CENTER LINE OF THE STREAM AT THE INTENDED CROSSING LOCATION. 2. ALL DISTURBED AREAS SHALL BE CLEANED UP AT THE END OF EACH WORKDAY. • RESTORE PRE-CONSTRUCTION WETLAND CONTOURS TO MAINTAIN THE WETLAND HYDROLOGY.
• SPAN BRIDGES MAY BE INSTALLED AND USED WHERE NEEDED TO ALLOW EQUIPMENT ACCESS ACROSS 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL BMPs AND • REVEGETATION AND PERMANENT ROW MAINTENANCE PROCEDURES AS WELL AS THE USE OF LIME OR
WATERBODIES. SPAN BRIDGES WILL BE ABLE TO WITHSTAND THE ANTICIPATED LOADING OF THE STRUCTURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENT MULCH IN AREAS IS ADDRESSED IN THE FERC RESTORATION AND REHABILITATION PLAN.
CONSTRUCTION TRAFFIC,HAVE ONE TRAFFIC LANE,AND HAVE THE MINIMUM WIDTH OF 7 FEET WITH A TRANSFER. • DUKE ENERGY AND ITS CONTRACTORS WILL NOT USE HERBICIDES OR PESTICIDES IN OR WITHIN 100
MAXIMUM WIDTH OF 14 FEET. 4. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF FEET OF A WETLAND,EXCEPT AS ALLOWED BY THE APPROPRIATE FEDERAL OR STATE AGENCY.
• PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS BY THE END MATTING ON ALL DISTURBED AREAS. REMOVE PROJECT-RELATED MATERIAL USED TO SUPPORT EQUIPMENT ON THE CONSTRUCTION ROW,
OF WORKDAY.THE AREAS DISTURBED DURING INSTALLATION WILL BE STABILIZED BY THE END OF THEINCLUDING COMPOSITE MATTING AND PREFABRICATED EQUIPMENT MATS UPON COMPLETION OF
WORKDAY AND IN ACCORDANCE WITH NCDEQ REQUIREMENTS. 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT ANY TIME IF DUKE CONSTRUCTION.
• INTERMITTENT AND PERENNIAL STREAMS WILL BE CROSSED USING PROPERLY DESIGNED AND ENVIRONMENTAL OVERSIGHT OR NCDEQ DEEMS IT APPROPRIATE TO MAINTAIN COMPLIANCE AND GOOD • REMOVE TEMPORARY PERIMETER BMPS LOCATED AT THE BOUNDARY BETWEEN WETLAND AND
CONSTRUCTED STRUCTURE INSTALLED AT RIGHT ANGLES TO THE ACCESS ROAD. STEWARDSHIP. ADJACENT UPLAND AREAS AFTER UPLAND REVEGETATION AND STABILIZATION OF ADJACENT UPLAND
• STRUCTURES WILL NOT IMPEDE FISH PASSAGE OR STREAM FLOW. 6. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN AREAS ARE SUCCESSFUL.
• APPROACHES TO STREAM CROSSING WILL BE STABILIZED WITH COMPOSITE MATTING AND OTHER APPROVED EROSION CONTROL PLAN,A SITE REGULATED UNDER THE MINING ACT OF 1971,OR A LANDFILL CV
SUITABLE MATERIAL FOR A MINIMUM DISTANCE OF 50 FEET ON EACH SIDE OF THE CROSSING. REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES COMPOSITE MATS s .
• CONSTRUCT AND MAINTAIN SPAN BRIDGES THAT ALLOW UNRESTRICTED FLOW AND PREVENT OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION v
SEDIMENT FROM ENTERING THE WATERBODY. OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER DUKE ENERGY UTILIZES CONSTRUCTION COMPOSITE MATS TO PROVIDE ACCESS THROUGH AREAS co
• DO NOT USE SOIL TO CONSTRUCT OR STABILIZE SPAN BRIDGES. RESOURCES RULES AND REGULATIONS 15A NCAC 4B.0110. SUCH AS WETLANDS AND WATERBODIES,AGRICULTURAL FIELDS,AND OTHER AREAS AS DETERMINED W
• DESIGN AND MAINTAIN SPAN BRIDGES TO PREVENT SEDIMENT FROM ENTERING THE WATERBODY. 7. ANY STREAMS OR WETLANDS IMPACTS PROPOSED THAT ARE NOT INCLUDED IN THIS PLAN MUST BE APPROVED BY THE CONSTRUCTION SUPERVISOR.THIS PRACTICE REDUCES SOIL COMPACTION AND PROVIDES A 0
• REMOVE TEMPORARY SPAN BRIDGES AS SOON AS PRACTICABLE AFTER SEEDING. PRIOR TO LAND DISTURBANCE. STABLE TRAVEL LANE FOR CONTRACTORS ALONG THE PROJECT ROW,THUS MINIMIZING LAND I—
• IF THERE WILL BE MORE THAN 1 MONTH BETWEEN FINAL CLEANUP AND THE BEGINNING OF PERMANENT 8. NO WASTE,SPOIL,SOLIDS,OR FILL OR ANY KIND SHALL OCCUR IN WETLANDS OR WATERS BEYOND THE DISTURBANCE.THE MATERIALS USED TO CONSTRUCT THE COMPOSITE MATTING WILL BE ABLE TO 0
SEEDING AND REASONABLE ALTERNATIVE ACCESS TO THE ROW IS AVAILABLE,REMOVE TEMPORARY PERMITTED PLANS(INCLUDING TEMPORARY IMPACTS). WITHSTAND THE ANTICIPATED LOADING OF THE CONSTRUCTION TRAFFIC. THE COMPOSITE MATS OVER CC
SPAN BRIDGES AS SOON AS PRACTICABLE AFTER FINAL CLEANUP. 9. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND SHALL OCCUR TO STATE REGULATED RIPARIAN WATERBODY CROSSINGS WILL BE CLEANED AT THE END OF EACH DAY AND WHERE EXCESS I-
ACCUMULATION OF SEDIMENT THE COMPOSITE MATS WILL BE CLEANED OFF THROUGHOUT EACH DAY.
BUFFERS BEYOND THE PERMITTED PLANS(INCLUDING TEMPORARY IMPACTS). w
10. ALL WETLANDS,STREAMS,SURFACE WATERS,AND RIPARIAN BUFFERS LOCATED WITHIN 50 FEET OF THE THE USE OF COMPOSITE MATS MAY GENERALLY NOT CONSTITUTE SOIL DISTURBANCE OR A CHANGE IN 0
00NSTRUCTION AREA ON THE PROJECT SITE SHALL BE CLEARLY MARKED PRIOR TO ANY LAND DISTURBING HYDROLOGY.THEREFORE,THE INSTALLATION OF COMPOSITE MATS ACCESS ROADS AND WORK AREAS
ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT IS COMPLETED. IS NOT CONSIDERED A REGULATED LAND-DISTURBING ACTIVITY. W
11. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS OR WETLANDS SHALL BE REGULARLY CC
INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF WATERS AND WETLANDS FROM FUELS, may.
LUBRICANTS,HYDRAULIC FLUIDS OR OTHER POTENTIAL TOXIC CHEMICALS.CONSTRUCTION SHALL BE STAGED cD
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IN ORDER TO MINIMIZE THE EXPOSURE OF EQUIPMENT TO SURFACE WATERS TO THE MAXIMUM EXTENT N
PRACTICABLE. FUELING,LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE SHALL NOT TAKE PLACE W
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. Z
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HORIZONTAL GRAPHIC SCALE Dewberry Engineers Inc. , ENERGY
Soo 0 450 Soo 1800 3600 •40 E-• 4805 LAKE BROOK DR ® OVERALL PROJECT LAYOUT
C 160323601 12/01/2023 100%DESIGN FOR DEP REVIEW RPH AMD AMD0 % 4.`'• ••• SUITE 200
100% FOR PERMITTING GLEN ALLEN, VA PROGRESS
B 160323B01 11/13/2023 90%DESIGN FOR DEP REVIEW RPH AMD AMD �„ ,.• PHONE [phone]
A 160323B01 08/15/2023 60%DESIGN FOR DEP REVIEW RPH AMD AMD (IN FEET) DO NOT USE FOR CONSTRUCTION 2/.0/2023 FAX: 4n FA ErrEVILLE STREET
NCBELS// RALEIGH N.C.27601 SIZE DRAWING SHEET
1 inch=900 ft. Dewberry Project No.50163196 www.dewberry.com TELEPHONE NO.[phone]
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED D 160323B01 2 OF 14