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Home My WebLink AboutNCC222469_Site Plan or Location Map_20220711-- t b A� b 0 Viewport 7113 - Viewport 8A STIR. 57 Viewport 4A �f Viewport 81B3 Viowport STR.19 I \0 Viewport 5A Viewport 513 Viewport 6, pG Viev Viewport 7A 5� USGS The National Map; National Boundat*s Dataset. 3DEP Ekwation Program, Geographic Nat"s jnformallon System, Naftnal Hygr raphy Dateset. National Land Cover Databvse, Natloial Strata asel. and 08103e1; USGS Global EcosyMem; U-S_ Census Bureau. TIGERA-me data, USFS Road Data, Natural Earth Colo: U.-S. Nparlrnent of Stato HuFnanit®r►an 1jifarmation Ujiit; and N'OAA National Centers loi Envi nrmental I Coastal Rolled Model. Data refTeshead October 20111. VIEWPORT 2A STIR. 82 Viewport 10B e e CRAGGY 230kV SUBS TA TION Viewport 11A USGS The NW]onal Map: Nouwal Boundaries Dateset. 3DEP Elevation Program, Ge"raph:; Names Inforrr:alidn Systarri, Natio47al Hydrogfe0y Datesel, rational Lance Oovor 00t0ha80, Na,ioria' StnW.vfe5 € waset: ar4 NW onai Trar aateset; USGS Global Ecasyaterrls: U.S. Census Euraau TIGER Une data: U8F5 Road Dale. Nalw,ll Earth Data; U-S. Deportment 4d State Hurnanitortan ltdarrnalmn Unit: and NOA.A NatFanal Gentera fcr Envlronmental Information, U r gas?;rI Relief Mode Dam raftfthed October 2018 VIEWPORT 2B 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. 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. ® 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 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 CONSTRUCTION TRAFFIC, HAVE ONE TRAFFIC LANE, AND HAVE THE MINIMUM WIDTH OF 7 FEET WITH A TRANSFER. MAXIMUM O F 14 FEET. 4. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF WETLAND CROSSING TOTAL LIMITS OF N PERMANENTDTH OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS BY THE END MATTING ON ALL DISTURBED AREAS. OF WORKDAY. THE AREAS DISTURBED DURING INSTALLATION WILL BE STABILIZED BY THE END OF THE WORKDAY AND IN ACCORDANCE WITH NCDEQ REQUIREMENTS. 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT ANY TIME IF DUKE ® RESTORE PRE -CONSTRUCTION WETLAND CONTOURS TO MAINTAIN THE WETLAND HYDROLOGY. N REVEGETATION AND PERMANENT ROW MAINTENANCE PROCEDURES AS WELL AS THE USE OF LIME OR DISTURBANCE 13 7.40 ACRE ENVIRONMENTAL OVERSIGHT OR NCDEQ DEEMS IT APPROPRIATE TO MAINTAIN COMPLIANCE AND GOOD - N INTERMITTENT AND PERENNIAL STREAMS WILL BE CROSSED USING PROPERLY DESIGNED AND STEWARDSHIP. MULCH IN AREAS IS ADDRESSED IN THE FERC RESTORATION AND REHABILITATION PLAN. CONSTRUCTED STRUCTURE INSTALLED AT RIGHT ANGLES TO THE ACCESS ROAD. 6. EXCESSIVE SOILS AND DEBRIS MUST BE PLACED DIRECTLY ONTO A DUMP TRUCK, IF NOT PLACED IMMEDIATELY N DUKE ENERGY AND ITS CONTRACTORS WILL NOT USE HERBICIDES OR PESTICIDES IN OR WITHIN 100 N STRUCTURES WILL NOT IMPEDE FISH PASSAGE OR STREAM FLOW. FEET OF A WETLAND, EXCEPT AS ALLOWED BY THE APPROPRIATE FEDERAL OR STATE AGENCY. N 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 N REMOVE PROJECT -RELATED MATERIAL USED TO SUPPORT EQUIPMENT ON THE CONSTRUCTION ROW, SUITABLE MATERIAL FOR A MINIMUM DISTANCE OF 50 FEET ON EACH SIDE OF THE CROSSING. EVENT OCCURRING THAT DAY. INCLUDING COMPOSITE MATTING AND PREFABRICATED EQUIPMENT MATS UPON COMPLETION OF N 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. CONSTRUCTION. SEDIMENT FROM ENTERING THE WATERBODY. 8. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN N REMOVE TEMPORARY PERIMETER BMPS LOCATED AT THE BOUNDARY BETWEEN WETLAND AND N 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 ADJACENT UPLAND AREAS AFTER UPLAND REVEGETATION AND STABILIZATION OF ADJACENT UPLAND N 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 AREAS ARE SUCCESSFUL. N 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 N 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 SEEDING AND REASONABLE ALTERNATIVE ACCESS TO THE ROW IS AVAILABLE, REMOVE TEMPORARY RESOURCES RULES AND REGULATIONS 15A NCAC 4B.0110. COMPOSITE MATS 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 DUKE ENERGY UTILIZES CONSTRUCTION COMPOSITE MATS TO PROVIDE ACCESS THROUGH AREAS PRIOR TO LAND DISTURBANCE. SUCH AS WETLANDS AND WATERBODIES, AGRICULTURAL FIELDS, AND OTHER AREAS AS DETERMINED 10. NO WASTE, SPOIL, SOLIDS, OR FILL OR ANY KIND SHALL OCCUR IN WETLANDS OR WATERS BEYOND THE BY THE CONSTRUCTION SUPERVISOR. THIS PRACTICE REDUCES SOIL COMPACTION AND PROVIDES A PERMITTED PLANS (INCLUDING TEMPORARY IMPACTS). STABLE TRAVEL LANE FOR CONTRACTORS ALONG THE PROJECT ROW, THUS MINIMIZING LAND 11. NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND SHALL OCCUR TO STATE REGULATED RIPARIAN DISTURBANCE. THE MATERIALS USED TO CONSTRUCT THE COMPOSITE MATTING WILL BE ABLE TO BUFFERS BEYOND THE PERMITTED PLANS (INCLUDING TEMPORARY IMPACTS). WITHSTAND THE ANTICIPATED LOADING OF THE CONSTRUCTION TRAFFIC. THE COMPOSITE MATS OVER 12. ALL WETLANDS, STREAMS, SURFACE WATERS, AND RIPARIAN BUFFERS LOCATED WITHIN 50 FEET OF THE WATERBODY CROSSINGS WILL BE CLEANED AT THE END OF EACH DAY AND WHERE EXCESS CONSTRUCTION AREA ON THE PROJECT SITE SHALL BE CLEARLY MARKED PRIOR TO ANY LAND DISTURBING ACCUMULATION OF SEDIMENT THE COMPOSITE MATS WILL BE CLEANED OFF THROUGHOUT EACH DAY. ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT IS COMPLETED. THE USE OF COMPOSITE MATS MAY GENERALLY NOT CONSTITUTE SOIL DISTURBANCE OR A CHANGE IN 13. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS OR WETLANDS SHALL BE REGULARLY HYDROLOGY. THEREFORE, THE INSTALLATION OF COMPOSITE MATS ACCESS ROADS AND WORK AREAS INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF WATERS AND WETLANDS FROM FUELS, IS NOT CONSIDERED A REGULATED LAND -DISTURBING ACTIVITY. 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. U-S.