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HomeMy WebLinkAboutC301C EC (1)LEGEND EXISTING PROPERTY LINE — — PROPOSED PROPERTY LINE EXISTING BUILDING L_J PROPOSED BUILDING ED MINE PERIMETER PROPOSED SECURITY FENCE —X—X—X—x— TEMPORARY DIVERSION DITCH TD>-- TEMPORARY SILT FENCE PROPOSED ENERGY DISSIPATOR Dif TEMPORARY CHECK DAM e MINE HAUL ROAD DISTURBED AREA F STONE OUTLET p TEMP. SLOPE DRAIN STONE INLET PROTECTION S.D.O. STONE DRAINAGE OUTLET G t � �•-., , �u \, c %� "„ �� '- `� O STONE OUTLET (TYP.)a V ` f• NQ AR \ / SEE DETAIL 7/C502 / \ / l / f e \ SPILLWAY f'�,. 12 00 , P'ROM4E TE'R,F SE CUR/I T' 1 r t Cot SKIMMER BASIN #21/ S.D.O. #21 / \ { 7 I / / j y A LIMITS OF v �`'�• TEMPORARY DIVERSION / ( \ \ \ \ DITCH (TYP.) ` f LIMITS OF GTIt DISTURBANCE SEE DETAIL 3/C502 DISTURBANCE 20' WIDE EMERGENCY ACCESS ROAD CONTRACTOR TO INSTALL 8 INCHES ABC STONE AND KEEP ALL \4 CONTOURS THE SAME 4 00 00 50' UNDISTURBED TEMP. SEDIMENT BUFFER �5B6 FENCE (TYP.)� / I /. A \ SEE DETAIL 2/C507 � � � 1 1 j \ ` LIMITS OF \,DISTURBANC6 00 �; I� STONE OUTLET SEE DETAIL 7/C502 SKIMMER BASIN #11/ w S.D.O. #11 \ ` \ \ \ \ \ \ \ 7 00 p \ STONE OUTLET TYP. { _. SEED 2 DETAIL 7/ 0 E 584 CONTRACTOR TO PROVIDE CURLEX I! EXCELSIOR MATTING ACROSS THE I 8 ,00 ENTIRE LENGTH & WIDTH 0 F ALL ' SLOPES 3H:1V AND STEEPERt � ! � f i /`; / /' _� \, ��\. �`\ ,,� ,� \ � °\� ` � �, �•, � � � `� � ,,�, A � � � ' � Lij / /' per" ✓ = r r f DIISTURBANCE MITS OF\ \\ ~ \ y \\ \ f / �f / ( ` TEMP. SEDIMENT \, FENCE SEE DETAIL 2/C501 9 Do CONTRACTOR TO PROVIDE CURLEX I ( f SPILLWAY i TAILING POND #2 ti EXCELSIOR MATTING ACROSS THE j WE - 564' ,ENTIRE LENGTH & WIDTH OF ALL t ( \ { ` \ BOTTOM 569' D STEEPER l SLOPES 3H:1V AN l / / 50' UNDISTURBED ( \ \ \ BUFFER - - 10 `00 to 110 TEMPORARY DIVERSION' \\ ""� ` \ \ ` �'"'�• ~�"� `� ` t ~• / 1 � l � DITCH (TYP.) I SEE DETAIL 3/C502 SPILLWAY SKIMMER BASIN #23/ �1. ` L S.D.O. 2330�#110` 0 \ STONE OUTLET (TYP.) \ 0 30 490 120 \ l SEE DETAIL 7/C502 1 \ 0 19�� , I / / �.' CLASS 1RIPRAP 25'Lxl s 4.5'Wx10.25'Lx14.75'W 27" JJ TEMPORARY DIVERSION THICK WITH NCDOT TYPE DITCH (TYP.) I -- \ \ \ ( SKIMMER BASIN #20/! f 2 FABRIC UNDERNEATH S.D.O. #_20 I SEE DETAIL 3/C502 , o I o \ Q - I I , 139.73 LF i1ER BASIN #9/"-,-._ i . � . __ °.:'.� ;'' .., r,, „r �� . ,r. ' ..r � \ n (� I� ` # \ \OF 1B" RCP S.D.G. 9 _, 1�� � , .. �. � - \ C301 B // � � \ O ITI � !w'N, / ' TEMP. SEDIMENT F, FENCE C501 IMATCHUNE-SHEET_ �` '\ ` 1 -SHEET C301 D SEE DETAIL 2/C501 \ M AT C H L I N E '\ r FES 8 s •_��.,� , TONE INLET' � j J p \ PROTECTION LIMITS OF � j , 1 :� , ,•. � '� : \ ; DISTURBANCE R j t MINE HAUL ROAD ............... r,... r�._.....,._.7 , .., .. 0.3 LaBe Powered by pars 615 St. George Square Suite 300 Winston-Salem, NC 27103 336-842-4065 C#0430 labellapc.com I Z A. STIMQS� F T I © 2019 LaBella Associates 1 ►1 1; o 1 r1 Threatt, DESCRIPTION: I PROJECT NUMBER: 2190335 DRAWN BY: KCG/ATC REVIEWED BY: PAS ISSUED FOR: CONSTRUCTION DATE: 7/22/19 DRAWING NAME 111=60' SEDIMENTATION r. EROSION 1 ' t Pf DRAWING NUMBER: