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va/ 1VI iVVV A-1 •-4Y VViiVVV&A% nvmzaArl" QU4 <br /> IrArmun DESK1 Wt')RkSOWEI�ET .o<•GIM up to 12MOPM <br /> A_ Fpd or. rmammed X 14= gpd- <br /> W. IC TANK HQUID VOLUMES- 2-1-OW <br /> C. SI EVALUATION INFORMATION <br /> Depth of clean sand-reqs. inches or, 1•25. feet <br /> rjapihof peccolation.tms = inches <br /> Pecs_R 24 mpi <br /> _ Land Stapes. ®-pwAnt- <br /> D: * LAYER- DIMENSIONS <br /> . Multiply flow rate by 0.63 to obtain required ansa of rods layer: <br /> 600 gpd X 083• sq.ft/gpd- 498.00 sq. ft: rock area <br /> Salactwidtt'a of rock laW (iia'if c=oc.m8x551f>120) 10.0 No <br /> 3. Reckbed length (mumw 490 sq.•it, / 10a feet=_ 5G feet <br /> E. ROK VOLUME <br /> Mfiltiplyi area by fe& depth to oat feq�GF;Rck- <br /> 498 sq..4t X 1.0 = . foot= 498-_cubic feet <br /> 2. DMd*TAA c fleet by 27 Wge�smbie-ya�. <br /> 498 cu..ft. E • 27 = yards <br /> AAEiltiplyyards by-1.4terwei9ofedF iR s: <br /> 18.4 cu. yd X 1.4= 26.6 tams10 % = 32.3 ton veld <br /> F. TK)W WIDTH <br /> Pemotatiort4ate in too 12 inches of soil is- 24.0 mpi <br /> Soil Texture is . [size as. loam. <br /> Select attostable soil la�ia ra�t�t fabtte tL 46• gpd/sq. ft. <br /> 1, �; mn 2m,. 1. <br /> 0.1703 6lwD +.30 1.00 <br /> 0.77UW FM MM 0AU— <br /> 6 TO+b .SANDY LOAM We 1.52 <br /> 18 TO w LOAM 0.90 2. <br /> $1 TO* lm.T LOAM <br /> 4p M p CLAY LOMA IL45 267 - <br /> 077rm- CLAv 0.75 sm, <br /> .120 CLAY am <br /> Eei6Hlat�BdSorptionv wld*Folio by dividing Fm*lay@F loading rete <br /> of 1.20 gpd/sq. ft. by allowable soil loading tate: <br /> 1.20 gpd(sq; divided by QAE gpd/sq. ft. equals• 2.67 <br /> Multiply-adsorption widtWFeba by�rodk-4eyOF-wWthe-go required-adseeption width, <br /> 2.67 X• 10.0 feet = 27 feet adsorption.width <br /> 3 add1tiom&4* -adc", <br /> PAGE 4- OF 1s- 405 Willow St, Orono <br />