Laserfiche WebLink
, � IIII <br /> � 1aD�C1k <br /> lo/X SS �c.Y-'a.. T 7.-c," <br /> 4.0 \ `1r‘oAf:• ooµc, 4.0! <br /> r-1,4,� <br /> 59, <br /> SET- SACKS <--- !le.st: /o' / 1.,S._, 145 soL . <br /> HOUSE System must be: ' o*a <br /> Tank ao2 from property lines X- Sc�-c-*'a C2a'd Sl-\_. tom\W 'rr <br /> �- -zAsYn f 2L from wells <br /> • <br /> toPA.� 0,3-c- ao from bldgs. , <br /> "m;;; Treatment area —'from lakes , streams <br /> area from property lines <br /> NOTE: Power supply and switches must be located in a <br /> -$ ''t is ,--v... --\--> M�r+NouEs Treatment �S'from wells weather proof enclosure outside the pumping chamber and manhole <br /> sx.A}'A .- C)%. t <br /> t Ci4 iL� 2.'from bldgs. <br /> 10_ from trees y SOIL BORING ELEVATIONS <br /> {t I , 1 <br /> 1� aD min. TH. I EL.-c1�d? �Sl� (• -`IS.9 <br /> '— i "da.su2pipPe E -`75t4.9 <br /> 7------- ll grade 5 % TH. 2 L. <br /> Tank Tank ; I - �o� - TH."3 EL.-.. 9Drop to Tank 0; PRESSURE DISTRIBUTION MOUND SYSTEM TH"4 EL. <br /> Min. III to 8s ' <br /> Pumping TH"5 EL.-. 7 <br /> Max.luta 41 4 P "VA laY-S S`A'A\--k•-ouJ Chamber ELEVATION at PROPOSED PUMPING <br /> 4"10 6"dia.pipe <br /> CHAMBER-9a.) ��,Y""^-sz v'.0 <br /> SYSTEM DESIGN -MOUND • VA4-� 5\--A'5"3 9,6. t • <br /> -- <br /> �o •� o'- -To•? -1S'..oc.\'- -Jo 1.0 <br /> TYPE- ..., _a_ BEDROOM , Average percolation rate Lo.4s min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow) t-ow r h doe-- -9).a <br /> S¢12+2 gal./day x.83sq.ft/gal. HS 4r.sq.ft.of treatment area +10% = 54'1 sq.ft. (= 10ft.width= Ss ft.length of bed area+side slope run '. to I x `1,'0 height= '-_ _.-___ft•x < ft.lawn•area needed) <br /> Clean rock needed- Sys sq.ft.treatment area x c_..,1:-..L depth of rock=. 21-_-__) cu,ft=27= a I cu.yds.(3/4'to 21/x'dia. ,includes 2''of rock above pipe) <br /> Clean sand fill below rock needed 290 cu.yds. approx. , sandy loam back fill -s cu.yds.approx., topsoil 6's0 cu.yd. Avg. BAzyb arc.P-r1--1_. .L0 <br /> g�G�c1►^�►.1 D�So._Aoo_�o"7c.--11)--71-:"Soy`FoF-_ttt4trcL,J�P,fz._. c�Yn) <br /> Number of tanks required , 1st tank loon gal. ,2nd tank /cop gal.minmums 'L.0 s P1-1 m P%N t, c- p►m 43 E R <br /> Pumping chamber capacity- 25% of daily sewage flow of o o gal.= l<0 gal.+reserve storage of 15 O get 1/Bl .t'dn gal.+pipe back drainoge— <br /> _ PROPERTY OF:`Ci't AN>Po-,\S <br /> of 1 of_ . supply pipe, limn.needed)y v , a�gal.+manifold 1`�gol./100 Haft of dia.pipe,In.ft needed , a gal. 1-0.- - I - I�tin�- t �-N,- gam , <br /> total capacity needed 7/'1 gal.(plus area for pump) use rr*n. /000 9a 1.car, • A'\-- Lr0)-k1, LAV- - 1 (Y C n V' 0 <br /> Distribution pipe 1. 2dia. , / '-'""/ lin.ft., h-1`--~dia. perforations -3 G, "apart• 6" <br /> • <br /> Pump size _hp. (pumpable capacity 1Y) gal. 4cyctes/day) Us--.0. aq ' H�11a PREA::.s ,D,$)rSev4ft-7-U� 1-iD ce.\l mIn. ( S-P TESTING IVC. <br /> Notes When constructing bed , this area should be shaped Note: Distance from treatment area to neighboring wells— + Designed By: 7 . • <br /> to divert run-off from entering treatment Oreo. /.-,� 't - 'AAs-� /be,r <br /> . Dote s6/a/� , PH. 612-497-3566 <br />