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a45 iftR Abswption am Sol Loading Rafte, vddde*Asa omeoaond aatio of L7 ) <br /> Mins must o> the sob boring fob desired mond ratio 2.7 <br /> 7 ske slope ('1ZX ra W) F7 I(%`_'_dope ske AW,IISdWeic, dian tqmlope) <br /> 18 inches, ar 1SO to Re 1 orafther11 itiaorodit- (H&must mabdr the soli bo ft fog) <br /> leads ID a: <br /> or 1.50 Sand Lift Mond CRfTKAL FOR FUTURE CENT FWAT10N5li1 <br /> 27) *** 27.C) ft.Total ABSORPTION width <br /> 28) 0.0 ft. upslope and sideslope isand beyond rockbed) <br /> 17.0 ft. Downslope (sand beyond rockbed) <br /> ratio,gieaes BMA vridtlhs(l opsad beyad rodkbed)aF <br /> Dft- <br /> downslope <br /> apdiope berm <br /> sidestope ber. <br /> 31) berm <br /> 32) Overall Dimensions: 10 ft.wide by 37.5 ft. long Rock bed <br /> 44 1 ft. wide by 72 ft. tong Mound footprint <br /> 4-kr4wwmpie <br /> lir cavw an Wp <br /> Ups&X*berm 11 DwantWe berm DD <br /> r--17"c +ew an sides <br /> t6'b=YCW&6' <br /> 1_50 Clean sand lift <br /> _ 1_50 Depth to Limiting <br /> Limngonditfo :. ----------- _ <br /> Abwxptim <br /> lam_ <br /> For 0 to 1%steres,ALiZ rpff w*7"its fneeas"ed from Ow Bea/equaRy in coat diurec-U.iicxes_ <br /> was'slopes A%, its nwmred downtaff from the tVtope edge of the AVE <br /> ,*a* pock Bed: <br /> 10 by 37.5 by [9 iXtAeS u&w pipe,plus m gk,es 17 or`1_4= Mton <br /> *'* Mound Sand: (note:vofune is based an 3:114:1 slope fmol trop of rodded,Endww sand for loamy cap#desired) <br /> 13.5 up + 39.5 downstope + =ends+ =under rock- =yd'or"1.4= 158 ton <br /> plus 20% <br /> ss) *** Loamy Cap: <br /> ft. by 68 ft. 6"deep, plus 20%gives yd'or"1.4= ton <br /> 36) *** Tops©il: <br /> E '^ . f". f)y TI . 6-deep, plus Z(X gyres EE]W or*f.46 [ton <br /> I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and taws. <br /> Designer Signature Company License# Date <br />