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ii <br /> Review of under 5,000 jipd, <br /> FOG<30mj/lm, BOD5<220mt,/l, TSS<1 SOm,1/I <br /> MOUND REVIEW SHEET date: 4-6-16 . <br /> LEGAL: 0911-194-4556-0, lot 6, Lehman's Add. <br /> SOIL LOADING RATE: .(if 12"sand, Eff. 2 loading rate can be used) (if<0.3, LLR <br /> MUST BE<4.5 gal/ft/day) 0.6 <br /> LIMITING FACTOR.(minimum> 6", to bedrock and mottling,must have A+4"to <br /> mottling) 27"motts, A+4" . <br /> SLOPE(max. 25%) 3 % down slope.correct. Factor 1.10 upslope correction factor <br /> .915 . Deflection calculation: [(% deflection x 0.00265) + 1] x effective cell length. <br /> TOTAL BEDROOMS 2 GPD 300 . <br /> MINIMUM BASAL AREA REQUIRED 1,000 SQ. FT. <br /> BASAL AREA PROPOSED 1,200 SQ.FT. <br /> LLR 8.0 NO MAX. FOR .4 SOIL &.ABOVE <br /> MINIMUM DRAINFIELD SIZE 600 SQ. FT. <br /> DRAINFIELD SIZE PROPOSED.AxB 8'x75'=600 SQ. FT. A max. = 10' <br /> { <br /> A=8' <10' .B=75' F= .80' G= 0..' H= 1.0' <br /> D= .75' (.75') . <br /> E= .99' (.99') E>D+[%SLOPE x A] <br /> K= 8.01' (8') K={{(D+E)/2] +F+ } x3 <br /> J= 5.63' (6') J=(D +F+G) x 3 x upslope correction factor <br /> I= 7.56' (8') I=(E+F+ G)x 3 x dowi slope correction factor <br /> W=22' (22') . <br /> L= 91' (91') <br /> (If two bed mound there must be at least 3 feet between beds) <br /> I i <br />