Laserfiche WebLink
-- , 015 c x $47 <br /> MOUND REVIEW SHEET date: <br /> �q ( Tww-r hirreli - <br /> LEGAL:4,0 r (€ f-4-1/4 (J _vg 6, • <br /> SOIL LOADING RATE: (must use slowest loading rate in top 12",unless greater than <br /> 12"sand in mound, if 12"sand the basil area can use EFF#2 loading rate) (if<0.3,LLR <br /> MUST BE<4.5 gal/ft/day) 0„G <br /> LIMITING FACTOR.(minimum>6",to bedrock and mottling,must have A+4"to <br /> mottling) 20 rr 440TTL,,nitr. I.zL <br /> O�Q p,etr <br /> SLOPE(max. 25%) down slope correct. Factor upslope correction factor <br /> TOTAL BEDROOMS OMS GPD ' 76-0 <br /> MINIMUM BASAL AREA REQUIRED SQ. FT. = /asp <br /> BASAL AREA PROPOSED SQ.FT. = /275- <br /> LLR NO MAX. FOR.4 SOIL&ABOVE ,d(t-i.Y6G <br /> MINIMUM DRAINFIELD SIZE SQ. FT. = '751Q <br /> DRAINFIELD SIZE PROPOSED.AxB SQ. FT. A max. = 10' = '7.p . Q,FT <br /> of <br /> A= (<10').B F .S;G= 0.5' H= 1.0' <br /> D= �� r <br /> E= E>D+[%SLOPE x A] 2.0 <br /> K= K={[(D+E)/2] +F+H} x 3(4•5-11 °�`'� r <br /> J= J=(D+F+G)x 3 x upslope correction factor 7,0 <br /> I= I=(E+F+G)x 3 x down slope correction factor/216 (2.S"' <br /> w= 2q.c <br /> r <br /> (If two bed ou there must be at least 3 feet between beds) <br /> (Best to m it area equal between beds) <br />