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. � � Y <br /> '3� Q.45 gpdfft� Absorption area Soif Loadin Rate <br /> S , which giv+es a rt�und ratto of 2.7 (minimum} � <br /> (this must match the soil boring tog� desired mound ratio 2.7 I <br /> �� �percent site stope (0•209K range) g ! <br /> �(A'drnnmslope site stope, if dtfferent th:t�upstopej ! <br /> 5� 18 inches, or f.5 ft. to Redox or other limiting condition (need at least 12'to be a Type!j � <br /> Treatment zone contains�inches of 095 soil credit, and �0 incfies of SQ%soit credit. Giving a: � <br /> '�� Sa inci��o�' 1.5 ft. Sand Lift Mbund ' <br /> CRITtCAL FOR FUTURE CER'[yFICA'[1GN5tl1 j <br /> ?'� 27.0 ft.Totat ABSORPTlbN wtdth (with sand � <br /> ,8} beyond rockbed as foitows:l , <br /> 0.0 ft. upstc�pe an�sidestope : <br /> ; <br /> f 7.0 fi. Do�rmsto�e ( <br /> Indivtduat stope ratfas give BERM widths(to�soit beyond rockbed)of: ' <br /> '9> a:� upslape racio t2 f�. upstope�berm ` <br /> � 4:t sfdestope 16 ft. sidestope berms � <br /> tl 4:1 tiownsloPe 21 ft. dawnstope 6e►m <br /> f <br /> I <br /> 2) 0�►eral!�imensions: 10.0 ft. wide by b3.0 ft. lang Rock beri j <br /> 43 ft, wide by 95 ft, tong Mound footprint � <br /> � <br /> 4"inspectlon PiPe { <br /> i 8"cover on top " <br /> u s! . berm �z � <br /> UQwnSI berrn 21 ! <br /> � <br /> � <br /> �..--' f2�caver on sides <br /> z <br /> � ..�[E��R S1,I1C� Ei�C � �6M�3r��6"top�o� I <br /> '�.� ''�� � <br /> �- I <br /> 1.5 �e�kF� ta L�Iili�ir{�; `-`` ' <br /> Lirn��rir�Condittati " -�— — — .�_ _ ._ t <br /> Absor tion Width y 27.0 --._ _ -- --___ _ ' <br /> , <br /> Note: �-- -- _. <br /> For 0 ta 1�6 slopes, ,4bsor�tjon �,y�arth(s measured from the,B�+odequatty in bath dfrections. <br /> For slQpes�195� ,4bsdvplyon l�fqdth is m�asur�d dcwnhilt from the upslape ed�e of fi�e B�qr � <br /> 3� Rock Bed; � <br /> 10,0 ft. by 63,0 ft. by 6 inches under f � � . i <br /> � P Pe� plus 20A;g1�es 21 yd or 1.4m 29 ton <br /> �� lulound Sand: (note:volume is based an 3;1/4;1 slope from top of rockbed� Eacchange sand for loamy cap if desjr,ed� <br /> 33.5 up 4 7Z.5 downslope + 13.3 ends+ Q <br /> 4Q.8 under rock= 192 yd'or"1.4= 269 ton <br /> s) Loamy Cap: plus 20A► <br /> 39 fE. by 91 ft. b"deep, plqs 2pfl6 giv�s �yd�+or"i.4= 111 ton � <br /> 6� Top�it: � ; <br /> 43 ft.by 95 ft. 6"deep, plus 2(�gives � <br /> 9! yd'or"1,4= 127 ton • <br /> I herelsy c that i have campteted this work in accordance with alt appticabte ordinances, rutes and'iavvs. <br /> Rusty ofson's Soii Ec Perc 820 8l20t2416 <br /> gner Signature Company <br /> license# pa� <br />