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A <br />PARSHALL FLUME <br />187HRO4TX38'H <br />PRIM4HYSPILLWAY <br />247JX IOM CA4P <br />5555 ELEV <br />A' BOr70MOFPOAID -5549 <br />WEEP HOLE <br />2-W VALWS <br />VARMABLE FROM O f0 6° 0 <br />55W ELEV <br />EM, <br />m <br />c- <br />EMERGENCYSPflLWAY <br />THREE IBVX2An CUP <br />e 5557LZEV <br />Aw.ErsrRVCW lff <br />s^ak7 rati2P r <br />5570 <br />5560 <br />55W <br />fime <br />5570 <br />556 <br />5550 <br />5540 <br />2 +50 <br />1 +W 0+50 <br />2+00 <br />1 +50 <br />a' <br />5670 <br />6860 <br />5550 <br />5841 <br />0+50 <br />1 +50 <br />0 +50 <br />g 5670 <br />0+00 <br />5860 <br />6550 <br />5640 <br />0' 40' 80' 120' <br />1/31/2006 12:56 <br />Pond Storage VCIUm <br />Water Elev <br />Stora9e(AcreR) <br />(C.Y.) (C.F.) <br />0.0 <br />Area(Acre) <br />O.0 0.050 <br />5548.OD <br />0.00000 <br />6.6 <br />178.6 0.225 <br />5548.50 <br />5549.50 <br />O.W410 <br />0.11441 <br />5549.50 <br />0.30984 <br />486.6 <br />131393 0.487 <br />g <br />5550.50 <br />0.55921 <br />24359.1 0.618 <br />5551.50 <br />8.87665 <br />1414. <br />1414.3 <br />2054.2 <br />3816.9 0.764 <br />55462.2 0.992 <br />1 � ebssa <br />5551.50 <br />1.27324 <br />1.77701 <br />2866.9 <br />77406.4 1.098 <br />l [ 6c <br />5551.50 <br />2.32787 <br />3755.6 <br />101402.0 f.t47 <br />TWO 0�DYVIAIE VALVE <br />5552.50 <br />5552.50 <br />2.90289 <br />4683.3 <br />126449.7 1.191 <br />152455.6 1.228 <br />s•oerorr siowtt bsaa <br />�' <br />5553.00 <br />3.49990 <br />5646.5 <br />179327.5 1.273 <br />l <br />5553.50 <br />4.11679 <br />4.75547 <br />6641.8 <br />7672.2 <br />207148.3 1.320 <br />5554.00 <br />5554.50 <br />■■■■■■ <br />873&4 <br />23.5937.4 1.360 <br />265805.5 1.398 <br />24b % 1 W'i GIP PRIMARY* 3.4R <br />■w:f■ <br />8.09746 <br />6.79714 <br />9837.2 <br />10966.0 <br />296083.3 1.437 <br />■ <br />■ <br />■�■ <br />5555.50 <br />5556.50 <br />7.51781 <br />12128.7 <br />13320.6 <br />327475.6 1.475 <br />359655.8 1.512 <br />■■ <br />5556.50 <br />8.25656 <br />14545.6 <br />392731.3 1.562 <br />3 X18 "D X 40'L CMP EMERGENCY SPILLWAY <br />1*w�aaq!n <br />9.01587 <br />9.79947 <br />15»9.8 <br />4268651 1.606 <br />■■ <br />5557.50 <br />5556.00 <br />10.60508 <br />!■■■MOMMUM■■■■■ <br />461957.1 1.651 <br />49793" 1.694 <br />! <br />JUL Q 2 ?0.1'1 <br />5558.50 <br />55".00 <br />11.43173 <br />yo t! II 6611 <br />■ <br />■0 <br />219422.4 <br />w4��!���r�w <br />■ <br />■ <br />■■■■■■■■■ <br />5560.00 <br />14.04856 <br />226650 <br />61f955.f <br />■, <br />%� <br />■ <br />MENNEWME <br />r�■■■ <br />S <br />■■ <br />■■■■■■■OM <br />■ <br />■ <br />■ <br />■ <br />■ <br />■■■■■■■■■ <br />5570 <br />5560 <br />55W <br />fime <br />5570 <br />556 <br />5550 <br />5540 <br />2 +50 <br />1 +W 0+50 <br />2+00 <br />1 +50 <br />a' <br />5670 <br />6860 <br />5550 <br />5841 <br />0+50 <br />1 +50 <br />0 +50 <br />g 5670 <br />0+00 <br />5860 <br />6550 <br />5640 <br />0' 40' 80' 120' <br />1/31/2006 12:56 <br />Pond Storage VCIUm <br />Water Elev <br />Stora9e(AcreR) <br />(C.Y.) (C.F.) <br />0.0 <br />Area(Acre) <br />O.0 0.050 <br />5548.OD <br />0.00000 <br />6.6 <br />178.6 0.225 <br />5548.50 <br />5549.50 <br />O.W410 <br />0.11441 <br />5549.50 <br />0.30984 <br />486.6 <br />131393 0.487 <br />g <br />5550.50 <br />0.55921 <br />24359.1 0.618 <br />5551.50 <br />8.87665 <br />1414. <br />1414.3 <br />2054.2 <br />3816.9 0.764 <br />55462.2 0.992 <br />1 � ebssa <br />5551.50 <br />1.27324 <br />1.77701 <br />2866.9 <br />77406.4 1.098 <br />l [ 6c <br />5551.50 <br />2.32787 <br />3755.6 <br />101402.0 f.t47 <br />TWO 0�DYVIAIE VALVE <br />5552.50 <br />5552.50 <br />2.90289 <br />4683.3 <br />126449.7 1.191 <br />152455.6 1.228 <br />s•oerorr siowtt bsaa <br />�' <br />5553.00 <br />3.49990 <br />5646.5 <br />179327.5 1.273 <br />l <br />5553.50 <br />4.11679 <br />4.75547 <br />6641.8 <br />7672.2 <br />207148.3 1.320 <br />5554.00 <br />5554.50 <br />5.41638 <br />873&4 <br />23.5937.4 1.360 <br />265805.5 1.398 <br />24b % 1 W'i GIP PRIMARY* 3.4R <br />5555.00 <br />8.09746 <br />6.79714 <br />9837.2 <br />10966.0 <br />296083.3 1.437 <br />5555.50 <br />5556.50 <br />7.51781 <br />12128.7 <br />13320.6 <br />327475.6 1.475 <br />359655.8 1.512 <br />5556.50 <br />8.25656 <br />14545.6 <br />392731.3 1.562 <br />3 X18 "D X 40'L CMP EMERGENCY SPILLWAY <br />5557.00 <br />9.01587 <br />9.79947 <br />15»9.8 <br />4268651 1.606 <br />5557.50 <br />5556.00 <br />10.60508 <br />17109.5 <br />184432 <br />461957.1 1.651 <br />49793" 1.694 <br />! <br />JUL Q 2 ?0.1'1 <br />5558.50 <br />55".00 <br />11.43173 <br />yo t! II 6611 <br />55659,50 <br />13.5436 <br />219422.4 <br />573003.8 1.7 6 <br />t.8O5 <br />TOP' OF DAM <br />C lUn <br />5560.00 <br />14.04856 <br />226650 <br />61f955.f <br />n914 and Co F,�n, <br />5570 <br />5560 <br />55W <br />fime <br />5570 <br />556 <br />5550 <br />5540 <br />2 +50 <br />1 +W 0+50 <br />2+00 <br />1 +50 <br />a' <br />5670 <br />6860 <br />5550 <br />5841 <br />0+50 <br />1 +50 <br />0 +50 <br />g 5670 <br />0+00 <br />5860 <br />6550 <br />5640 <br />0' 40' 80' 120' <br />