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? �d�it2 AEsorptSon ar�Sa�Loading 1�, whkh gives a mand rario of 2.7 (minimim) <br /> (this rmat match Me soit bo�1041 desired mamd ratio 2.7 <br /> percmt sfOe sFOpe (0-�X range) �(x downsiope site slope.ff dffferent tlun upslope) <br /> �,es, or o.o n.co Reewc a octkr umm�condic�on ineed at least tt'to be a 7ype�) <br /> Treatrnent mne cantai�u�indms of OX so�ttedlt.�d�incties of 50X soil crcdit. Giv6ig a: <br /> �inch,or 3.0 ft Sand Lift Mound CRIi'If�1l F�OR FUTl1RE CEI�1'IFIGT10N5!!t <br /> 27.0 ft.Total AB50RPT10N w(dth (rvith s�d beyond mcl�ed as foUovvs:) <br /> 0.0 ft upslope and sfdeslope <br /> 17.0 ft.Downstope <br /> Indlvfdual stope ratios givr BERA�t wtdttu(oopsoil 6eya�d rocicbed)of: <br /> > �:i upstope ratio 16 ft.t�psiope berm <br /> ) 4:1 sideslope T3 ft.sidesbope berms <br /> �) 4:1 dowr►stape 32 R dovMslope bem� <br /> ) Ovcrall Dimensions: 10.0 ft wide by 62.5 ft. long Itodc bed <br /> SB ft.wide by 109 R. Icng MIo�nM footarint <br /> 4'inspection pipe <br /> t 8"cover on top <br /> �� 16 � be� 32 <br /> 12"coMer on sides <br /> (6`loem9aP�6��p�ol) <br /> 3.p Ctean sand lift <br /> _ 0.0 Depth to Limitino <br /> Limiting fondition —`�'_------�----- --- <br /> iOn W1dth 27.0 --- ----------- <br /> Note- <br /> For 0 to t%stopes,Ahsarptfo»N9dlh is measured from the BedequaQy in both directiorn. <br /> For slopes�1�,Absr,vptla�Wfdth is meawred dovmhill from the upslope edge of the Brd. <br /> a> Rock Bed: <br /> 70.0 R.by 62.5 R.by �inches ts�der pipe,ptus 20%�Iv�es 21 Yd'�'1.4` 29 ton <br /> � Mound Sand: (no0e:voFiane is based an 3:1/4:1 slope from top of rotl�ed.E�achange sar�d for I�oamy cap if desireci) <br /> 92.9 up + 228.6 do�wnstope + 32J ends+ 7T.5 tnder rodt� 518 or'1.� T25 Lon <br /> P�� <br /> s� LoamY LaP: <br /> �ft.by 105 ft. 6'deeP,P���� 126 Yd'w•1.4 176 ton <br /> Topsoil: <br /> �fc.by 109 6 deep.pWs 20x giMes 110 Yd'or'1.4� 1% tfln <br /> i hereby mtify that i hav�e comp�e0ed thB work in accwdance witli att applfcab6e ordfnances,nrles and iavrs. <br /> 7/16/2015 <br /> pesi�e�Signature CpnpanY LiCe+►9e� DaLe <br />