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GRADE <br />CLC ASSOCIATES <br />MH MD-1 <br />(4 DIA.) <br />STA: 2+05.6 <br />RIM: 9234.Ot <br />!NV IN: 9222. <br />INV OUT 92: <br />1ST. GROUND -\ <br />STORM SEWER PROFILE <br />NOTES <br />Q INSTALL TYPE "C" INLET WITH CLOSE MESH GRATE. <br />RE: C.D.O.T. STANDARD PLAN No. M- 604 -10. <br />02 INSTALL 4 FT. DIAMETER CONCRETE MANHOLE. <br />RE: C.D.O.T. STANDARD PLAN No. M- 604 -20. <br />30 INSTALL CONCRETE COLLAR. RE: DETAIL THIS SHEET. <br />® INSTALL 18" H.D.P.E. FLARED END SECTION. <br />RE: C.D.O.T. STANDARD PLAN No. M- 603 -10. <br />05 INSTALL 18" THICK TYPE "M" RIPRAP PAD. RE: DETAIL THIS SHEET. <br />© INSTALL 18" H.D.P.E. ON SURFACE. <br />RE: C.D.O.T. STANDARD PLAN No. M- 208-1. <br />STORMWATER CONTROL NOTES <br />INSTALL EROSION CONTROL WATTLES. <br />SEE BMP DETAILS, FIG BMP 2. <br />INSTALL DIVERSION DITCH. <br />SEE: BMP DETAILS, FIG BMP 9. <br />INSTALL SEDIMENT BASIN. <br />SEE: BMP DETAILS, FIG BMP 7. <br />1 , <br />INSTALL INLET PROTECTION. <br />SEE: BMP DETAILS, FIG BMP 10. / <br />Affected Mine- <br />Area Boundary <br />■ <br />1 "" 4 \ ■ <br />1 1 i 1 1 1 1 1 1 <br />I , 1 ! 1 1 1 <br />WILDCAT MINING CORPORATION <br />LOCATED IN SECTION 21 AND SECTION 28 <br />T. 36 N., R. 1 1 W., N.M.P.M. <br />LA PLATA COUNTY, STATE OF COLORADO <br />N. • <br />• 1 V. \' . \ \ <br />V. • \ <br />• <br />\ \ <br />• 1 ! <br />1 • <br />I • 1 1 • <br />.1\ <br />• <br />\ <br />• • \ <br />• <br />RIPRAP DETAIL <br />PAYbA IDAHO <br />R Squared Inc. <br />• <br />M AY D <br />No. <br />O <br />MAYDAY <br />No. 3 <br />9250 <br />9240 <br />9210 <br />1 ■ <br />MAYDAY '\ <br />1 <br />EAST ‘ <br />\ <br />AY ,: 0 _` \ <br />/ -- <br />� I \ <br />SECTION 28 \ \ \ <br />KEY MAP • <br />N.7.B. NORTH <br />NORTH <br />LEGEND <br />• <br />CONCRETE COLLAR DETAIL / NOTES: <br />1. CONTRACTOR TO POUR A CONCRETE COLLAR <br />AROUND THE 'BELL' CONNECTIONS ALONG THE <br />H.D.P.E. THE CONCRETE COLLAR SHALL BE A MINIMUM <br />OF 1B' THICK ON ALL SIDES AND EXTEND 2 FEET <br />PAST EITHER SIDE OF THE PIPE CONNECTION POINT / <br />JOINT, AND SHALL BE A MINIMUM OF TWO CUBIC YARDS. <br />2. THE CONCRETE COLLAR SHALL BE 3000 PSI (MIN) <br />AND SHALL BE COMPACTED BY THE CONTRACTOR <br />USING A HAND VIBRATOR OR SIMILAR DEVICE. <br />EXISTING 1 FOOT CONTOURS <br />EXISTING 5 FOOT CONTOURS <br />PROPOSED 1 FOOT CONTOURS <br />PROPOSED 5 FOOT CONTOURS <br />C] PROPOSED STRUCTURE /BUILDING <br />® PROPOSED STORM PIPE <br />• PROPOSED STORM INLET <br />® PROPOSED STORM MANHOLE <br />WILDCAT MINING CORPORATION <br />5555 DTC PARKWAY <br />SUITE A -4000 <br />GREENWOOD VILLAGE, CO 80111 <br />EXHIBIT D, ATTACHMENT D -2 <br />MAY DAY NO. 1 <br />PORTAL REPAIR AND <br />STORMWATER CONTROL PLAN <br />PREPARED BY: JJA <br />REVIEWED BY: DJN <br />REVISION DATE: 09-02-11 <br />■ <br />O 30 60 <br />SCALE: 1' a 60' <br />FIGURE 0-2 <br />