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STREAM CROSSING ADDITIONAL NOTES PROJECT OVERVIEW IrLu
• 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 SCALE: 1:1000 C re
APPROACH CONDITIONS DICTATE,THE CROSSING MAY VARY 15 DEGREES FROM A LINE DRAWN STANDARDS-SPECIFICALLY THE NC EROSION 8 SEDIMENT CONTROL MANUAL AND ORDINANCES. 0-
PERPENDICULAR TO THE CENTER LINE OF THE STREAM AT THE INTENDED CROSSING LOCATION. 2. ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKDAY. # 0'
• 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 0
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 H
CONSTRUCTION TRAFFIC,HAVE ONE TRAFFIC LANE,AND HAVE THE MINIMUM WIDTH OF 7 FEET WITH A TRANSFER. WETLAND CROSSING 0
MAXIMUM WIDTH OF 14 FEET. a
• PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS BY THE END 4. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF • RESTORE PRE-CONSTRUCTION WETLAND CONTOURS TO MAINTAIN THE WETLAND HYDROLOGY.
OF WORKDAY.THE AREAS DISTURBED DURING INSTALLATION WILL BE STABILIZED BY THE END OF THE MULCHMATTING ON ALL DISTURBED AREAS. • REVEGETATION AND PERMANENT ROW MAINTENANCE PROCEDURES AS WELL AS THE USE OF LIME OR Z
WORKDAY AND IN ACCORDANCE WITH NCDEQ REQUIREMENTS. 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT ANY TIME IF DUKE MULCH IN AREAS IS ADDRESSED IN THE FERC RESTORATION AND REHABILITATION PLAN. 0
• INTERMITTENT AND PERENNIAL STREAMS WILL BE CROSSED USING PROPERLY DESIGNED AND ENVIRONMENTAL OVERSIGHT OR NCDEQ DEEMS IT APPROPRIATE TO MAINTAIN COMPLIANCE AND GOOD • DUKE ENERGY AND ITS CONTRACTORS WILL NOT USE HERBICIDES OR PESTICIDES IN OR WITHIN 100 CONSTRUCTED STRUCTURE INSTALLED AT RIGHT ANGLES TO THE ACCESS ROAD. STEWARDSHIP. FEET OF A WETLAND,EXCEPT AS ALLOWED BY THE APPROPRIATE FEDERAL OR STATE AGENCY. 0
• STRUCTURES WILL NOT IMPEDE FISH PASSAGE OR STREAM FLOW. 6. EXCESSIVE SOILS AND DEBRIS MUST BE PLACED DIRECTLY ONTO A DUMP TRUCK,IF NOT PLACED IMMEDIATELY • REMOVE PROJECT-RELATED MATERIAL USED TO SUPPORT EQUIPMENT ON THE CONSTRUCTION ROW, CL
• APPROACHES TO STREAM CROSSING WILL BE STABILIZED WITH COMPOSITE MATTING AND OTHER ONTO A DUMP TRUCK,IT MUST BE REMOVED OFF SITE BY THE END OF EACH WORKDAY OR PRIOR TO A RAIN INCLUDING COMPOSITE MATTING AND PREFABRICATED EQUIPMENT MATS UPON COMPLETION OF
EVENT OCCURRING THAT DAY. CONSTRUCTION. 83
SUITABLE MATERIAL FOR A MINIMUM DISTANCE OF 50 FEET ON EACH SIDE OF THE CROSSING. • REMOVE TEMPORARY PERIMETER BMPS LOCATED AT THE BOUNDARY BETWEEN WETLAND AND LO
• CONSTRUCT AND MAINTAIN SPAN BRIDGES THAT ALLOW UNRESTRICTED FLOW AND PREVENT 7. EXCESSIVE SOILS AND DEBRIS REMOVED FROM SITE MUST BE TAKEN TO AN APPROVED LANDFILL SITE. ADJACENT UPLAND AREAS AFTER UPLAND REVEGETATION AND STABILIZATION OF ADJACENT UPLAND
SEDIMENT FROM ENTERING THE WATERBODY. 8. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN AREAS ARE SUCCESSFUL.
• DO NOT USE SOIL TO CONSTRUCT OR STABILIZE SPAN BRIDGES. APPROVED EROSION CONTROL PLAN,A SITE REGULATED UNDER THE MINING ACT OF 1971,OR A LANDFILL I7, 0
• DESIGN AND MAINTAIN SPAN BRIDGES TO PREVENT SEDIMENT FROM ENTERING THE WATERBODY. REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.TRASH/DEBRIS FROM DEMOLITION ACTIVITIES Ce
• REMOVE TEMPORARY SPAN BRIDGES AS SOON AS PRACTICABLE AFTER SEEDING. OR GENERATED BY ANY ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION COMPOSITE MATS 0
9 CO
• IF THERE WILL BE MORE THAN 1 MONTH BETWEEN FINAL CLEANUP AND THE BEGINNING OF PERMANENT 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 Ui
SEEDING AND REASONABLE ALTERNATIVE ACCESS TO THE ROW IS AVAILABLE,REMOVE TEMPORARY RESOURCES RULES AND REGULATIONS 15A NCAC 4B.0110. SUCH AS WETLANDS AND WATERBODIES,AGRICULTURAL FIELDS,AND OTHER AREAS AS DETERMINED
SPAN BRIDGES AS SOON AS PRACTICABLE AFTER FINAL CLEANUP. 9. 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 H
PRIOR TO LAND DISTURBANCE. STABLE TRAVEL LANE FOR CONTRACTORS ALONG THE PROJECT ROW,THUS MINIMIZING LAND Q
10. 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 00
PERMITTED PLANS(INCLUDING TEMPORARY IMPACTS). WITHSTAND THE ANTICIPATED LOADING OF THE CONSTRUCTION TRAFFIC.THE COMPOSITE MATS OVER 0
11. 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 0
BUFFERS BEYOND THE PERMITTED PLANS(INCLUDING TEMPORARY IMPACTS). ACCUMULATION OF SEDIMENT THE COMPOSITE MATS WILL BE CLEANED OFF THROUGHOUT EACH DAY. 0-
12. 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 Ui
CONSTRUCTION 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. I-
13. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS OR WETLANDS SHALL BE REGULARLY • •••••r£,', Z
INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF WATERS AND WETLANDS FROM FUELS, •H CARO D
LUBRICANTS,HYDRAULIC FLUIDS OR OTHER POTENTIAL TOXIC CHEMICALS.CONSTRUCTION SHALL BE STAGED .♦".'g881 `i••• 0
IN ORDER TO MINIMIZE THE EXPOSURE OF EQUIPMENT TO SURFACE WATERS TO THE MAXIMUM EXTENT •O:pE O•
PRACTICABLE.FUELING,LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE SHALL NOT TAKE PLACE 2: - }
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. '-"'
• IA 5��• •, ' Dewberry® �� DUKE E ROCKY MOUNT-VEPCO BATTLEBORO 115 KV fx
.�F,r•:NIP•, RECONDUCTOR PROJECT
02• ENERGY
tvos%zo2s Dewberry Engineers Inc.
2610 WYCLIFF ROAD
C 170628C01 11/02/2023 100%DESIGN FOR DEP REVIEW RPH 0SUITE 410 OVERALL PROJECT LAYOUT
B 170628C01109/07/2023 90%DESIGN FOR DEP REVIEW RPH JCM AMD 1UU o FOR PERMITTINGPHONE' 919.881.9939 PROGRESS
A 170628C01 04/07/2023 60%DESIGN FOR DEP REVIEW MR JCM AMD DO NOT USE FOR CONSTRUCTION FAX: 919 923
NCBELS#F-0929 411 FAYETTEVILLE STREET
RALEIGH N.C.27601 SEE DRAWING SHEET
REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED Dewberry Project No.50130753 www.dewberry.com TELEPHONE NO.[phone] D 170628C01 2 OF 23