Laserfiche WebLink
3H:1 V. The topsoil from the stockpile will then be used to reclaim the entire upper portion of the <br /> area. <br /> The gravel zone is approximately 18-25 feet thick, and volumetric computer analysis of the exist- <br /> ing and final topography shows the following: <br /> SURVCadd Pit Model Report <br /> 03/05/2004 <br /> Top of dam elevation: 0.0000 <br /> Bottom of pond elevation: -23.0000 <br /> Cut slope percent grade: 50.00, slope ratio: 2.00 <br /> Interior slope percent grade: 50.00, slope ratio: 2.00 <br /> Pond EarthWork Volumes <br /> Total fill: 0.57 C.F. , 0.02 C.Y. <br /> Total cut : 6,518,127.53 C.F. , 241,412.13 C.Y. <br /> Pond Storage Volumes <br /> Elev Storage(AcreFt) (C.Y.) (C.F.) Area(Acre) <br /> -23.00 0.00000 0.0 0.0 5.245 <br /> -20.00 16.28980 26280.9 709583.7 5.619 <br /> -17.00 33.55641 54137.7 1461717.3 5.933 <br /> -14.00 51.76407 83512.7 2254842.7 6.246 <br /> -11.00 70.92018 114417.9 3089282.8 6.565 <br /> -8.00 91.04020 146878.2 3965711.1 6.892 <br /> 15 <br /> North Fork Pit March 04 <br />