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G 21.00 <br /> .. . LANDING <br /> _ 0 <br /> FIN. FLR. = 21.0, <br /> X G O�yQ 0 <br /> IX9�%O X G <br /> ^� e0�5 �Q Lo�Q 6 20.50 <br /> a ���``� X�� z�oG� � 96,, X�• <br /> x F0%�0 x G P 20.00 <br /> x G,yo�o4.0�� �``� 0?6• ' • oa o�`� 0v�0 Xoc, <br /> P MAO <br /> Xj <br /> ryG ,yGp�, X �`L <br /> G _ <br /> x I. <br /> 19%0 x ryO �9bL <br /> -� <br /> X\ <br /> OPV1 1G '�q�0 0 <br /> F <br /> 5701RAD I N6 51 TE PLAN <br /> Mo ° SEWAGE DISPOSAL DESIGN CALCULATION5: <br /> ALL STORM Y4ATER WILL BE RETAINED ON SITE SIZE ® DOMESTIC SYSTEM: <br /> VIA SURFACE DRAIN INTO X46 LAND OR a EMPLOYEES ® I5 GAL/DAY <br /> UNDERGROUND PIPING TO POND. to vlslroRs ® s GAL/DAY a x 15 = I20 GAL <br /> I0x5 = 50 GAL <br /> TOTAL FLOW = 470 GAL <br /> BASE TANK CAPACITY 1'200 + 470 = 1,6.70 <br /> GAL <br /> LEACH LINE REQ'D. USE.' 2,000 GAL TANK MIN. <br /> FILTER BED AREA 1,670 x .20 = 334 LF <br /> 334 x 3 = 1,00:2 S.F. <br /> SIZE 0 KENNELS SYSTEM: <br /> 31 KENNELS ® 10 GAL/DAY <br /> 5 WASHERS ® 20 6AL/WASM 31 x 10 = 310 GAL <br /> 4 3 WASH/DAY 5 x 20 x 3 = 300 GAL <br /> TOTAL FLOW = 310 GAL <br /> BASE TANK CAPACITY <br /> 1,200 + 310 = 1,510 6AL <br /> LEACH LINE Pea-r,>. USE: 2,000 GAL TANK MIN. <br /> FIL i m2 MMM Ae 1,510 x .20 = 302 LF <br />