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I N -' <br />0 �1 <br />H -G TERMINAL HAULAGE ROAD <br />6410 <br />6405 <br />•m <br />6395 <br />0 <br />6404.7 <br />O <br />N O Ln <br />W I <br />r, t w <br />1 ' <br />O <br />O <br />O <br />N <br />I <br />♦ <br />/ <br />♦ <br />a <br />BO F POND <br />�/ <br />/ <br />PRIIC}PAL SPILLWAY <br />INL T /ELEV. 64 0.0 <br />JEMERGPKCY SPILLWAY <br />INLET /ELEV. 6401.5 <br />PWCC TIE ACROSS HAUL ROAD <br />JI.HLL: rI VECI L. I =LV <br />VERT. 1"-5' <br />O <br />Ln <br />O <br />N <br />1 <br />N -5000 <br />v <br />6391.6 <br />12" CMP <br />EMERGENCY SPILLWAY <br />(NOT DRAWN TO SCALE) <br />2411 rM1 1.1�T I'll, IT <br />BAND <br />EXISTING 2' <br />INVERT ELEV. 6401.5 <br />PRINCIPAL SPILLWAY DETAIL <br />(NOT DRAWN TO SCALE) <br />PLAN VIEW <br />SCALE: 1'1=20' <br />PHOTO DATE: 10 -10 -92 <br />FIELD SURVEY DATE: 8 -91 <br />-5250 C.I. = 2 FEET <br />6410 <br />POND <br />CAPACITY TABLE <br />ELEV. <br />STAGE AREA <br />CAP. <br />TOT CAP. <br />6405 <br />(FT. -MSL) <br />(FT.) <br />(ACRES) <br />(AC. -FT.) <br />(AC. -FT.) <br />DESCRIPTION <br />6392.1 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />BOTTOM OF POND <br />6394 <br />1.90 <br />0.05 <br />0.03 <br />0.03 <br />6400 <br />6396 <br />3.90 <br />0.17 <br />0.21 <br />0.24 <br />6397 <br />4.90 <br />0.19 <br />0.18 <br />0.42 <br />12'1 WATERMAN HEADGATE <br />6398 <br />5.90 <br />0.21 <br />0.20 <br />0.62 <br />6395 <br />6400 <br />7.90 <br />0.28 <br />0.49 <br />1.11 <br />PRINCIPAL SPILLWAY (24" CMP RISER) <br />6401.5 <br />9.40 <br />0.33 <br />0.46 <br />1.56 <br />EMERGENCY SPILLWAY (12" TRICKLE TUBE) <br />6402 <br />9.90 <br />0.34 <br />0.17 <br />1.73 <br />SS06 <br />SIXeni <br />Peabo <br />CMP SPILLWAY <br />VALVE HANDLE <br />12" WATERMAN HEADGATE <br />ELEV. 6397.0 <br />Pf-f <br />iVIAR 11 1993 <br />EXHIBIT 12 -3 <br />*XISTING UCK LOOP POND1 <br />'S CERTIFICATION CONDITION <br />HG LOADOUT FACILITY <br />Colorado P.E. 28482 HAYDEN GULCH TERMINAL, INC. FLAGSTAFF, AZ 86001 <br />MAR 4 5 1993 DESIGNED BY: SCALE: AS SHOWN <br />31 Company Date: DRAWN BY:GY IDRAWING DATE:03 -01 -93 <br />CHECKED BY:TJW IPHOTO DATE:10 -10 -92 <br />CONTOUR INTERVAL:2 FEET <br />002299 <br />