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HomeMy WebLinkAboutNCC233512_Site Plan or Location Map_20231129 .t. , . - W .. .. 0 a•Y%.±k�. .' '".ea- .�.... i-.•,. hY dsa? 4' :-4� .:Y 4. ,,Y' Mt+.,.x k'^ . F. .... . , - r . .X, �f S *"l.n, �i,. �l, a rF+r+ Y. 3. A' T. �. 5A�' �. . .., .- . � -.#' n::Y'.._ 4.: : r' ii A {f k :-. ".— ,1 W.. .. .: - ,,r_. ,_._. _✓ ---.7,-;,-_-::::-;:,,,,-; - .. y r FW . . f..'," 65e "14a w .,-,,,,,'`,-4.,:,1_,.7 A 'IS ...,4 ,_: � «. .-- .,.: >..,. ., . „u... --_. . . ,. '...a ,�, pyr�'- ., � _:t � � .. a .-- ... _ 1 "1, . r s - - 7'2'1': . ,'K.d a .`-ad' .di' .„, ,,,,,, A ,. ‘,... .z. „.„„,,,...,,.. ,,, ,, ,,,,,,,,.....„ -':o-:'_.‘s:.°;;,,, 6:' - ' - y_ x - y�g " . '1'r .♦ � ' s . ;s:+c �'. Y:. .. -'. «„,.y ,'G „�� :y '>,,,, Vie=" r A�• , " , d } er��... / r ` _. .: .. .d • _, ems.,' „ Co o sue' , .��� e�� c'<, i .,: 4i`r P I *4 A A ,3 ` V)EWPORT - 1F HILLSBORO ST 1 O _ m � rn �qSO ` J1E�POR� vlewpOe ir m "-' - �'C' WPORT 3 0 ST VIE 7 3 O t VIEWPORT 7 m N +o .1j� Zo ,� +z arm , x( 93 4 U) - ✓ ,-`*. nitT..''1 c 0 I- U W PROJECT OVERVIEW o ADDITIONAL NOTES SCALE:1:300 D_ 1. ALL EROSION CONTROL MEASURES SHALL BE IN STRICT ACCORDANCE WITH LOCAL AND STATE Z O STANDARDS-SPECIFICALLY THE NC EROSION&SEDIMENT CONTROL MANUAL AND ORDINANCES. I I�/I F 2. ALL DISTURBED AREAS SHALL BE STABILIZED AT THE END OF EACH WORKDAY. TOTAL LIMITS O F 3. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL BMPs AND 0 STRUCTURES TO ENSURE DEVICES ARE FUNCTIONING PROPERLY TO MINIMIZE EROSION AND SEDIMENT 0 0 TRANSFER. DISTURBANCE = 8.1 ACRES w 4. ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED DUE TO FIELD CONDITIONS INCLUDING THE USE OF MATTING ON ALL DISTURBED AREAS. J ~ 5. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT ANY TIME IF DUKE Ill ENVIRONMENTAL OVERSIGHT OR NCDEQ DEEMS IT APPROPRIATE TO MAINTAIN COMPLIANCE AND GOOD COMPOSITE MATS W STEWARDSHIP. DUKE ENERGY UTILIZES CONSTRUCTION COMPOSITE MATS TO PROVIDE ACCESS THROUGH AREAS cc 6. ANY STREAMS OR WETLANDS IMPACTS PROPOSED THAT ARE NOT INCLUDED IN THIS PLAN MUST BE APPROVED SUCH AS WETLANDS AND WATERBODIES,AGRICULTURAL FIELDS,AND OTHER AREAS AS DETERMINED CO ~ PRIOR TO LAND DISTURBANCE. BY THE CONSTRUCTION SUPERVISOR.THIS PRACTICE REDUCES SOIL COMPACTION AND PROVIDES A 0 7. NO WASTE,SPOIL,SOLIDS,OR FILL OR ANY KIND SHALL OCCUR IN WETLANDS OR WATERS BEYOND THE STABLE TRAVEL LANE FOR CONTRACTORS ALONG THE PROJECT ROW,THUS MINIMIZING LAND 1 PERMITTED PLANS(INCLUDING TEMPORARY IMPACTS). DISTURBANCE.THE MATERIALS USED TO CONSTRUCT THE COMPOSITE MATTING WILL BE ABLE TO 0 8 NO REMOVAL OF VEGETATION OR OTHER IMPACTS OF ANY KIND SHALL OCCUR TO COUNTY REGULATED WITHSTAND THE ANTICIPATED LOADING OF THE CONSTRUCTION TRAFFIC.THE COMPOSITE MATS OVER CO RIPARIAN BUFFERS BEYOND THE PERMITTED PLANS. WATERBODY CROSSINGS WILL BE CLEANED AT THE END OF EACH DAY AND WHERE EXCESS CO 9. ALL WETLANDS,STREAMS,SURFACE WATERS,AND RIPARIAN BUFFERS LOCATED WITHIN 50 FEET OF THE ACCUMULATION OF SEDIMENT THE COMPOSITE MATS WILL BE CLEANED OFF THROUGHOUT EACH DAY. CONSTRUCTION AREA ON THE PROJECT SITE SHALL BE CLEARLY MARKED PRIOR TO ANY LAND DISTURBING THE USE OF COMPOSITE MATS MAY GENERALLY NOT CONSTITUTE SOIL DISTURBANCE OR A CHANGE IN = ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT IS COMPLETED. HYDROLOGY.THEREFORE,THE INSTALLATION OF COMPOSITE MATS ACCESS ROADS AND WORK AREAS 10. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS OR WETLANDS SHALL BE REGULARLY IS NOT CONSIDERED A REGULATED LAND-DISTURBING ACTIVITY. 0] 7 INSPECTED AND MAINTAINED TO PREVENT CONTAMINATION OF WATERS AND WETLANDS FROM FUELS, 1i1N LUBRICANTS,HYDRAULIC FLUIDS OR OTHER POTENTIAL TOXIC CHEMICALS.CONSTRUCTION SHALL BE STAGED n IN ORDER TO MINIMIZE THE EXPOSURE OF EQUIPMENT TO SURFACE WATERS TO THE MAXIMUM EXTENT 4?PRACTICABLE.FUELING,LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE SHALL NOT TAKE PLACE o WIIALNN 00 FEET FEET OF A WATERBODY OR WETAWAS TO PREVENT N CONTAMINATION BY FUELS AND OILS.FUEL ``\OQ„11�S$�O,y' • °° R-5724B HILLSBORO STREET RELOCATION N H Dewberry® sir' DUKE PROJECT ?°� d�9 y WO#39432315 SEAL "• _ Dewberry Engineers Inc. ENERGY® • 055132 : = 2610 WYCLIFF ROAD C MX39432315 9/25/23 100%FOR PERMITTING ARB JA ZAE '�?q rvGIN�a�.•09`� 100% FOR PERMITTING SUITE 27607 PROGRESS OVERALL PROJECT LAYOUT B MX39432315 9/25/23 100%DRAFT DESIGN FOR DEP REVIEW ARB JA ZAE i�;f/ �O- PHONE: 919 881 9939 A MX39432315 9/11/23 50%DRAFT DESIGN FOR DEP REVIEW ARB FDR ZAE DO NOT USE FOR CONSTRUCTION FAX 919.881.9923 411 FAYETTEVILLE STREET e DRAWING SHEET NCBELS#F-0929 RALEIGH N.C. 27601 _` D �� MX39432315 OF 10 REV FILE NO. DATE REVISION DRAWN CHECKED APPROVED Iv/5/z3 DewberryProject No.50167035 www.dewberry.com TELEPHONE NO.(919)546-2090