Laserfiche WebLink
• <br /> 17i <br /> -• <br /> 4 :► SS <br /> .N4N .%k: <br /> �r /�1 S ' 20(...y. rso <br /> • <br /> 4/7 <br /> r1S , \ i <br /> / '�_-roo , SAyO <br /> 3.� p"-'. 9 7.0 4.o <br /> _------.. S 70 <br /> SET- BACKS - )a * /0' • , - Zo <br /> I <br /> HOUSE • System must be: • <br /> • Tank •22' from property lines X- S�,-<1 o fix}` w vo-CN•k <br /> 011-.1--- "F-'IV 134 ►-+T � from wells <br /> wr0-4- -o1-1< 22 from bldgs. • <br /> r'�;; Treatment area =_-..from lakes, _:streams <br /> Treatment area 222.1.from property linesNOTE:Power supply and switches must be located in a <br /> M�LMNcu;S eat nt ?�,�from wells weather proof enclosure outside the pumping chamber and manhole <br /> 6RLCF"c_ 2,_g_.from bldgs. <br /> r-, •• L'from trees SOIL BORING ELEVATIONS <br /> ri a min. N TH,'_I EL.—,a.•9 <br /> .� I <br /> -" -� dio suppYpPe grade S %TH 2 EL.-"�. <br /> Tank Tank TH"3 EL: .0 <br /> Drop to Tank gj PRESSURE DISTRIBUTION MOUND SYSTEM 'I'H"4 EL-s3 <br /> min. !"to 81 \--Pumping TH`5 EL- <br /> Mox.l"to4' '- Y..-e-- -? -TV,UY.S S NA ..-ocx..) Chamber ELEVATION at PROPOSED PUMPING <br /> 4 to 6 dio.pipeleExh-.-thh1u 't4lAIF•s 41c.g. ca--o.- if, ,A0.1. s„,o CHAMBER-9S.O L,'e•p. '1. '+'+P .pg 4I_C <br /> -rmA - ReBR)..kva•a <br /> PUv�n4 4 F��� �)� So 1 L Idcm-il.l17 .;V”'v-VP0AV..- .6I S.!., <br /> SYSTEM DESIGN -MOUND (�,.a�t ‘...04-14.1) -fp? of a•'•`4 -f1R•►-+4.'or--4 <br /> TYPE-. , -l¢- BEDROOM , Average percolation rate lea miniinch (design.83 sq.ft treatment area per gal.of daily sewage flow) csas ,,., ..-r S,..44 - 9 Li. L <br /> • o gdidoy x.83sq.ft/gal..Llot sq.ft.of treatment area +10./0_ <LI//sq.ft. (= loft.width=...S...17-ft.length of bed area+side slope run.i_to I x 3•height=-U.2-ft.x ..2 ft,lawn•aea needed) <br /> Clean rock needed- -(41 sq.ft.treatmentareax /•� depth of rock=1cu.ft=27= �. yds(3/4"to 2I/2'dia. includes 2"of rock above pipe) - . <br /> ��- Clean sand fill below rock nee a2.S !a sandy loam bock fil .�}__ yds,approx., topsoil 6 cu.yd Avg• svt�� o a • ) •�1 4• <br /> EA)As% oo � fix' !� -CC A'p '4.ollo -Cfl -VD?SoNti.F9� ..1R_4•v i_qg. SLoQc �_] Gu•!o-- c[o. <br /> Number of tanks required l.. L , 1st ton c n got. ,2nd tar*? 1.mnrnms Ph.0 s Put vrt r%).;y. ems• ra.v1- 0 - . <br /> Pumping chamber capacity- 25% of daily sewage flow of re oU I.= 1<0 gat+reserve storage of 150 gm j./81�.�2_gal.+pipe bock dronoge— PROPERTY OF: >-1 aQ��! t�h a�4�it-1 <br /> of�gat./10OIn.ftof... dia.supply pipe, lin.ftnee 0 , �_gal.+manifold l4sgoi1001iinftof�.dia.pipe,frh.ftneeded�_,-2 —gal• PROPERTY <br /> OF �uv v�tirc 1 <br /> total capacity needed 1 gal.(plus area for pump) us rh.yN /00 0 1,,c...p, 67zQl.-:n m » • t-4 -h,..►a1 . 6.c0 . <br /> Distribution •'_.. 1d�a.CS aft, r 'dia. perforations�.,�" <br /> Pump ;• :e hp. (pumpa\-tle capacity 1-<°1 gal.4cycles/day) u s�•o /1:' e.-rao Ess .,ovs�N h u'c- ( '-i;-). .tlatA hi,n. <br /> I I S-P TEST/NG /A <br /> fz,..,.. <br /> Note: hen constructing bed , this area shoutl be shaped \�---- Note: Distance from treatment area oto-neighbcrng wells— I Designed By: 5 6� ; 4i� <br /> to divert run-off from entering treatment area. L"�e Z �'t'h?t-1 / o0 1 Date �/12/23 ,I . <br /> PH. 612-497-3566 <br />