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O� <br /> --------- --- F90)06- <br /> : 15 S !l <br /> Sip — ----- <br /> � 3.o i �F".F. sA►.!v � <br /> SET- BACKS <br /> HOUSE System must be: <br /> Tonk 2,d from property lines <br /> L� 1ST from wel!s <br /> 7-0 from b!dgs. <br /> r��• Treatment oreo _'from lakes streams <br /> t�� A WA��-°`�T ,- '— NOTE:Power supply and switches must be located in a <br /> A Treatment area 1& from property lines <br /> µ 11-\ 'CW*_ \-V MA P Rom S +r-» ►T" �,from wells <br /> weather proof enclosure outside the pumping chamber and manhole <br /> -0 1F6+rP-CA*NYb [iAGCFr�L ZO from bldgs. <br /> t- -, J-D from trees ySOIL BORING ELEVATIONS <br /> �Qmin. THAI EL.- <br /> ' 3°da.su grade..%TK'2 EL.-IDl7.y <br /> Tank I' � Tank. PRESSURE DISTRIBUTION MOUND SYSTEM TH A3 EL.-.L►.;z'•o <br /> Drop to Tonk_ U TH;'4 EL-,�3z <br /> Min. C to 8' Pumping TH 7 5 EL.- La 3 <br /> Mox.l"io4' t=� P '�t�la`G.�.� SHA`t_oc�J ChamberELEVATION of PROPOSED PUMPING <br /> 4��to 6��dia.pipe CHAMBER-IQ{-q&LVID) TQ 4Y 'v 10)". I <br /> LX_-to3o.o1 <br /> SYSTEM DESIGN -MOUND <br /> TYPE-S, Ji- BEDROOM , Average percolation rate 1) min./inch (design.83sq.ft treatment area per got. of daily sewage flow) <br /> I./d x.83s .ft/gal. s .ft.of treatment area +10% =LL -�sq.ft. (= IOft.width=�ft.length of bed area+side slope run�to I x 3_Z height= _ft.x9�_ft.lawn area needed) <br /> ga ay q g sq <br /> .ft. <br /> rock needed- ('.4 sq.ft.treatment area x1,09" depth of rock=01 e�'.cu.ft=27=31_cv.yds.(3/4'to 21/x'dia. ,includes 2�'of rock above pipe) <br /> i <br /> Clean sand fill below rock needed 1'XD_cu yds. approx. , sandy loam bock fill�_cu.yds.approx., topsoil 6"�cu.yd. <br /> W�st�v (t=�Go�•'l'MEND 'to AVO ao°7o 'Co -�'oPSo\�.FoE- {R-FtG�LAQ- Si.o4�.�-� ----L�`o.�SoCA�.� <br /> Number of tanks required-m-L-, Ist tonkL4SQ.gol. ,2nd tank 2o0D gal.minimums F-os Pt-►m Pi NQ- <br /> Pumping chamber capacity- 25% of doily sewage flow ofObO-gal.=.L`e_gal.+reserve storage of 150•-x1/BF�:.'_&!L gal.+pipe bockdrainagePROPERTY OF: 5rm-,- , <br /> of 14 gal./IOO lin.ft.of Z ".dia.supply Pipe, Iin.ft needed 2�, 11-gal.+manifold gal./IOO IirLft of_2_"dia.pipe,ln.ftneeded-OL ,_7 _gol. 1{O-� °� zl"be-- '01, - <br /> total capacity needed ` ` -gal.(plus area for pump) usE min. J;t.5�0 gq 1.ce p. -d0 <br /> Distribution pipe !a�dia. ,Lcj!S�_lin.ft, 1229:dia. perforations 3Ja"aport <br /> Pump size •rte hp. (pumpable capacity 10y gol.4cycles/day) ����__1 _►�EAo s� o�5c1�1}3�U�._ ��`_ i $_P l'E"S]'/l1/G <br /> Note When constructing bed this area should be shaped Note= Distance- from treatment area to neighboring we"s- Designed B •`�� 'r`— <br /> to divert run-off from entering treatment oreo. -- %� Inn, g y <br /> Oc'e <_/!�/A=� , PH. 612-497-3566 <br />