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5620 <br />5618 <br />5616 <br />5614 <br />5612 <br />5610 <br />5608 <br />5606 <br />5604 <br />5602 <br />WEEP HOLE <br />CONTROLED BY 4" GATE VALVE <br />TO MAINTAIN POND STORM WATER <br />VOLUME <br />5604.5 ELEV <br />10 <br />0 <br />STEEL WATER STOP PLATES PLACED MIDWAY ON <br />OARRRL OF PIPE <br />ti ONE ONOIMRGE PIPE TO TUTTLE DRAW <br />0 +00 0 +20 <br />Pond Report <br />Top of dam elevation: 5610.0000 <br />Bottom of pond elevation: 5603.0000 <br />Top of dam width: 10.0000 <br />Cut slope percent grade: 100.00, slope ratio: 1.00 <br />Fill slope percent grade: 25.00, slope ratio: 4.00 <br />Interior slope percent grade: 40.00, slope ratio. 2.50 <br />0 +40 <br />0. 5' 10' 15' <br />18^ CMP EMERGENCY SPILLWAY RISER <br />@ 5608' <br />(TRASH RACK NOT SHOWN) <br />CONCRETE <br />ANCHOR BLOCK <br />RECEIVED <br />JAN 14 2605 <br />Division of Minerals and Geology <br />0 +60 <br />