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P4 <br /> 1 ? -20/6 — 003 ° / d� � <br /> Review of wider 5,000 Rpd <br /> MOUND)REVIEW-SHEET date: l° -7-2�1-6 <br /> LEGAL: Pot ke.e (- 2Q(-- q 7?0_0 <br /> SOIL LOADING RATE: .(if 12"sand,off.2 loading rate can be used) (if<0.3,LLR <br /> MUST BE<4.5 galft/day) <br /> LIMITING FACTOR.(minimum>6",to bedrock and mottling,must have A+4"to <br /> mottling) 30" Q.6 <br /> �.5% (. Sz <br /> SLOPE(max. 25%) % clown slope correct.Factor upslope correction factor 0"6Y <br /> Deflection calculation: j(% deflection x 0.00265) +1]x effective cell length. <br /> TOTAL B DROOMS GPD .6°° <br /> M]1 MJM BASAL AREA REQUIRED SQ.FT. �( <br /> _ BASAL AREA PROPOSED SO.FT, % ( 7.LLR NO MAX.FOR.4 SOIL&ABOVE Ot <br /> MINIMUM DRAINFIELD SIZE SQ.FT.c 60c) <br /> DRAINFTELD SIZE PROPOSED.AxB SQ. FT. A max. = 10' g f 175"i 6� <br /> r = <br /> A <br /> (<10').B=5-F= .83' G= 0.5' H= 1.0' <br /> • D=0.571 <br /> E=1•? E>D+[%SLOPE x A] ' <br /> K= K={[(D+E)/2] +F+H} x 3 <br /> J= J=(D+F+G)x 3 x upslope correction factor <br /> I= 1 7 I=(E+F+G)x 3 x down slope correction factor <br /> L= q3 <br />