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I <br /> r <br /> I � y•,15 � <br /> I , <br /> - r <br /> 3•S �F�" s3�� <br /> ON 5.11_ <br /> l I I o' �- <br /> SET- BACKS <br /> System must be <br /> -r-414" Tank X02 from property lutes �F��t r", �}��r�� w�o-�� <br /> from wells <br /> from brigs. , w4sti ASS <br /> Treatment area = from lakes, -2L stfeerns NOTE:Power supply and switches mist be located in a <br /> Treatment area jZ from property lines from we!ls in chamber and monhole <br /> MAP14OLCS 'r-.1n t2-" 9,5" weather Proof enclosure outside the pump g <br /> from b!dgs. <br /> �t0 from trees SOIL BORING ELEVATIONS <br /> IP Amin I TH'_2 E!.I E!.-��3•S �r�}� -�gH.� <br /> I do. grade �% TH 530 t <br /> �=1 Tanki X10 <br /> Drop to Tank Tank .:� PRESSURE DISTRIBUTION MOUND SYSTEM TH.74 _'L- \� <br /> I <br /> l Man.I"to e' �PumPing TH.`5 EL-�g s•�, <br /> AAox <br /> .l"to4' � �f�P 'r�U`�-S SN'A�-�-oc� ELEVATION of PROPOSED PUMPING <br /> l"�dia.pipe Chamber C4AV.BER-9,83.c4� ro"v- <br /> p'PY�ON-,3�11L.V1>a` Lo t.1 L4-�t"� <br /> SYSTEM DESIGN -MOUND -<tom- - sa,� �_Vy>oey - 915 5-t- <br /> TYPE- =BEDROOM , Aveioge percolation rate 141 rrinJinch (desgn.83sgft treatment area per gal.of daily sewage flow) <br /> Zoo gal./day x.83sq ft/gal. M" sq.ft.of treatment area +10%=31y._sq.ft. (-IOft width=1`1-ft.length of bed area+side slope run.1 to I x 3._� height= y 3 ftx V v f t lawn area needed) <br /> Clean rock needed- -_04 sq.ft treatment area x LOS' depth of rock= 9 cult:-27= )I cu yds.(3/4 to 21/1 dra.,includes 2 of rock above pipe) , <br /> GoA�rSgi (o x. sandy loam back fill.1 s-cv.yds.oplx m, topsoil 6" ` q cu.yd. A V� 5A hM <br /> j u�Astt�o <br /> Clean fill below rock needed��euyds. appro ! Co Aoo �otio -CO_T..oesoil- <br /> Number of tanks required a 1st took/000 gal. ,2nd tank 000 gal.mirirrums F s PL1mPtNtom. 4c- <br /> Pumping <br /> �+�r• v0 + i bock e. <br /> Pumplog dtornber capacity- 25% of dopy sewage flaw of 30o gal.= got+reserve slorage of -9--9d- pipe ��9 - PROPERTY OF:5 lo <br /> of 14 gat./IOOlin.ft.of2,�dio.supply pipe, Iin.ftneeded 140 , a� gal.+manif01d IV gdJt00fwtftof L "dio.pipe,linftneededl, R got. <br /> I _ - <br /> total Capacity needed /00a gal.(plus area for pump) ugh m,,n. Soo ga►1.caP. 40 - <br /> 1 Distribution pipe I_*dia. , ')s lirt f t., � dia. perforations-a-0:0part <br /> Pump size 1_�_hp. (pumpable capacity Le gal. 4cycles/day) J Is4�o `I r H�Ao PY.��s �S�iS�,3t3`�> y+�+^ — S-P TEST/NG / C <br /> Note When constructing bed - , tris area should be shaped Note= Distance from treotment oreo to neighboring v�lls- t <br /> Designed 9 <br /> to divert run-off from entering treatment area. Z' � �0O I g Y PN_ 612-497-3566 <br /> Dote=.5-/L/�2 <br />