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0 <br />Ij I r PIPE <br />ELEV. 66002 <br />Iz <br />w <br />m <br />z <br />z <br />O <br />W <br />0 <br />a <br />n <br />w <br />Q <br />0 <br />0 <br />ELEV. 6605.6' <br />A <br />ru 6615 , <br />LL <br />? 6610 <br />z <br />0 <br />6605 <br />6600 <br />W O <br />ru <br />w <br />z <br />Z <br />O <br />w <br />20 40 60 80 <br />SCALE <br />20' 0 20' 40' <br />CONTOUR INTERVAL 1FT. <br />TRUCK WASH POND A' <br />, 6615 f° <br />DISTANCE IN FEET <br />CROSS- SECTION A -A' <br />HORIZONTAL SCALE <br />0 10' 20 <br />VERTICAL SCALE <br />0 10' 20' <br />6610 <br />0 <br />6605 <br />z <br />6600 ,M <br />100 120 140 160 <br />CLEAN WATER POND <br />i <br />0 20 40 60 80 <br />DISTANCE IN FEET <br />CROSS- SECTION B -B' <br />HORIZONTAL SCALE <br />0 10' 20' <br />VERTICAL SCALE <br />0 10' 20' <br />B' <br />m <br />6610 <br />ti <br />6605 O <br />Z <br />T <br />100 120 140 m <br />y <br />WATER LEVEL <br />WATER FLOW DIRECTION <br />TOP OF 18'T-SHAPE OVERFLOW PIPE <br />ELEV. 6606.5' <br />WATER FLOW DIRECTION <br />ELEV. 6603.9 <br />BOTTOM OF 18" T -SHAPE OVERFLOW PIPE <br />ELEV. 6601.1' <br />T -SHAPE OVERFLOW PIPE DETAIL <br />N.T.S. <br />NOTES: <br />1. CLEAN WATER POND WATER SURFACE ELEVATION IS VARIABLE BASED ON WATER DEMAND. <br />2. TRUCK WASH POND SEDIMENT CAPACITY VARIABLE DEPENDING ON EQUIPMENT WASH <br />SCHEDULE AND CLEAN OUT TIMING. <br />3. PONDS ARE NOT DESIGNED OR CONSTRUCTED TO CONTAIN DESIGN STORM EVENT RUNOFF. <br />4. DISCHARGE FROM THESE STRUCTURES FLOWS TO THE SHOP DIVERSION DITCH AND <br />ULTIMATELY SEDIMENT POND 003. <br />S. TOPOGRAPHY AND ELEVATION DATA BASED ON PHYSICAL SURVEY CONDUCTED APRIL 2005. <br />OUTLET PIPE <br />ELEV. 66002 <br />�. •••....... -,�S <br />�P1lES 4 < <br />37382 �E <br />. C <br />PROFESSIONAL ENGINEER'S STATEMENT <br />/ Robert ✓. Shev//ng, state that the changes <br />in revision TR -37 /dated 4105/ were prepared <br />under my supervision and all information <br />presented hereon is true and correct to the <br />best of my knowjledge and information. <br />q1251o• - iu . ) <br />Date Robely J ShevAng, CO P.E. 37382 <br />