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-Z \c�� <br /> _ M <br /> %A' r <br /> o� $.v <br /> SET- BACKS 1 9 <br /> HOUSE System must be: <br /> w•�1t' t�t <br /> • Tank 22: from property lines k h t•a �•x3 S L_ w oT� <br /> u 2;f from wells <br /> w>}\..�-oLa-� - a� from Bldgs. �,•� • <br /> ' <br /> Treatment area = from lakes, 2�c streams <br /> Treatment area �. from property lines NOTE:Power-supply and switches must be located in a <br /> MaN140i.4s 0"n ��" from wells weather Proof enclosure outside the pumping chamber and manhole <br /> BAGrFitL :1:from bldgs. <br /> .42 from trees SOIL BORING ELEVATIONS <br /> min. TH•81 EL. 'k4*'io 203-s <br /> clip su t i e TH. 2 EL.— `� <br /> Tankgrade % <br /> 14 <br /> _Drop to Tank Tank PRESSE DISTRIBUTION MOUND SYSTEM TH"3 TH,"4�L L:2.►J'••4 4 <br /> � -22� <br /> Min.I"to 8' Pumping TH6 5 EL-=_23 <br /> Max.h'to4' ' � P T�Au�GS S1�lA`.�.oksJ Chamber ELEVATION at PROPOSED PUMPING <br /> 2k� _u�.•-4-'F 4S"�•O <br /> 4'10�to 6��dia.pipe CHAMBER-_ -�p'PR•e��•'w'P ��:C3�-1�-4�r.S <br /> SYSTEM DESIGN -MOUND mow �`uo g - `t c.3 S <br /> TYPE-::::V-- -6-' BEDROOM , Average pendation rate Min./inch (design•83 sq.ft treatment area Per gal.of dai ysewageflow) _ <br /> gd./day x.83sq ft/gd.Sa-13 sq.ft.of treatment area +10%=_(v_4 sq.ft. (= 10ft.width=.Lw�ft.lenglh of bed area+side slope run oto I xl_,�height y..1_H.x 10 2 ft.lown•area needed) <br /> Clean rock needed- L.5:i1.sq.ft.treotment area x L-,e depth of rock 0) S?cu.ft+2T=_.2-cuyds(3/4'to 2 W'dip. ,includes 2!'of rock above pipe) _ <br /> Clean sand fill below rock needed L0 cu.yds. approx. sandy loom back fill a ek a yds.approx., topsoil 6" S3 W.yd. A uc• _—Qrk M'0 IQ Sv-Ina !•�' <br /> Number of tanksC'i!✓��ila 'Co A00 ?.pia 'C� 'r''eesot�Foy \�Fc-��,.w����_�J'a1_ Gu Ko.�'Ck.� <br /> required-2- , Ist tank gal. ,2nd tank ZQ00 gal.minimums Ru s P►a►•n v%)j L. e__V;AVC1a1 <br /> Pumping chamber capacity- 25% of daily sewage flow of 0A got.= 5 gal.+reserve storage of 15 Og^I/B `Zv gal.+pipe bock droboge— <br /> PROPERTY OF: :::�l i4 1 _N\VV-1� -9!- <br /> of 14 gal./100 M.ft of--a,-r dip. supply pipe, linft..needed 13 0 .3.1_gal.4 manifold IV gd./IOOlnft of 'QL*dia.pipe,fn.ftneeded ,�_gal. _ I S40 LO, \_cam ;L <br /> total capacity neededR 1 1 gal.(plus area for pump) LA-,r- rr\ 011r_oun M t_l . ►4TFt Q,t.1 e 410- <br /> Distribution pipe u.L�?` a. ,.Z`_ZV lh ft,3�2:dia. perforations 2 . apart <br /> Pump size: I�hp. (pumpable copocity slk I got.4cydes/doy) �•0 3�,' H e Sao �e mss _��c_1�1 s fu•G- i gJa.l 1 >M, _ S-P TEST/NGi <br /> Note: When constructing bed , this area should be shaped Note. Distance from treatment area to neighboring wells-- ( Designed B <br /> to divert run-off from entering treatment area. �� 100/ g Y• <br /> PH, 6(2.497-3566 <br /> Dote:2/L1/ , <br />