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• r Cti' � <br /> do <br /> 4g /o'-4 42! r--(-Y- a <br /> • �!� , -toy oP sA1•lo 1 <br /> NI <br /> SET- BACKS <br /> HOUSE System must be <br /> Tank 3o, from property fines 2S <br /> 2: from wells <br /> tM,* aQ from bags. , <br /> Treatment area from lakes,2� elfeeaftis�►c Z <br /> - - - -__ - - NOTE:Power soppy and svnitches must be located in a <br /> Treotment area 22. from propertyiines- — - - chor�erand morMe <br /> .f~s weather proof endosure outs�e the ptixnpn9. <br /> >M , S-~%A?%4' - LQo_ from wells,,¢cw►w fog <br /> • - eacrF,c�.. ra•+�•• aQ'trom Bldgs. <br /> J-Q from trees SOIL BORING EL.E�(ATIONS <br /> xQmix THEI EL..-95iL.o 1210-404.1 <br /> qa�. grade TH.`2EL.-ALS <br /> Tank I A 5v'- TH d3 EL.5N-') <br /> Tank t PRESSURE DISTRIBUTION MOUND SYSTEM <br /> Drop to Tank <br /> TH"4 EL-92?•� <br /> Min.I"to 8 mpi <br /> �--Pung TH"5 EL.-.1-911Mox.l"to4Iacs.] Chamber taSo9.,l. £t_E11AMO.4 at PROPOSED PUMPWG <br /> CHAMBER-3-1"U-11-v/P��'P -7'0.O <br /> 4 l0 6 dia.pipe t4•s� -A, iLq o S>vo LY---`)'d 6 o <br /> SYSTEM DESIGN -'MOUND <br /> - <br /> TYPE-�, -�-BEDROOM , Average percolation rote 9sL minAich (de*.83sq ft treatment area per got.of daily sewage flow) <br /> ,2�0 goVdoy x.83sgft/gd..�3 Sq.fl.of tieatrmeent area 410%_--- sq.ft. (=IOftwidth=_S¢s&_ft.length of bed area+side sbpe nm bio 1 x .heigtt= -ftx vv ft.brrn area needed.) 'F <br /> Clean tads deeded- S233sq f t treatment area x y,o ' depth d rock=k-L-Lcu f t:-27= cu yds(3/4'io z of da.,irxludes 2"of rock above pipe) ,a% sA)o 'D�-1i� •©r +�. v s <br /> Clean said fdt b�bw rock needed. 1 cuyds. approx. , sandy too bock fill oL yds.approx., topsoil 6 _1_cu.yd.. -o1�22 c� Q R'Sz s� `i 0`20 -f -foeso►�. <br /> W,gstrt�0 _ .._ . _. _ . . . . . _. _ 1�"�o 7t=cy). , ---7 ,V�Number of tanks required.._, IsttonWl Algol- ,2ndio►k 00 gol.miri rns .pws PamP►Ht, 6VArn-0e-!t- <br /> Pumping chamber capacity- 25% of daily sewage flow of 0.<O gd.=lYY-goL+reserve sbxW of 15 0 ga j/BI1:Lq9�Q got:+pipe bock dv*joge- PROPERTY OF: 8 o <br /> of gd./100fin.ftof.,).--dia.supply pipe, liLftneeded 150 , 9_gal.4marxfoW 1 16gd1l00inftof30dia.pipe,fnfineeded--'2-, 2- got. daoyj LKO AwJ <br /> total copoedy needed got.(plus area for pump) us•r r,in. <br /> Distribution pipe VZ dna. ,Y0 lin.f t., !! :c ia. perforotims 2Lo-:'opori <br /> Pump size.�I-hp. (pumpable copocity.�gal.4cydes/day) J 1c�v is' F i�iao Pa��s J�?���3��� y� Aad � M�n. $-P TESTING C <br /> - <br /> Note* When constructing bed , Itis area should be shoped Note: Distance from treatment area to neghboring wills- Designed <br /> �ca9-plc-v /r,i2I - -Ao-•..3566 <br />