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l3� w:►ss <br /> 0 <br /> Q�AtJ v���,✓ <br /> 13� t Q: <br /> SET- BACKS ir <br /> HOUSE System must be'. X "8z--<I c�,a <br /> Tank.� from property fines <br /> 2. from %•ells <br /> do from Udgs. <br /> i. Treatment area from lakes, streams NOTE:Power supply and switches =1 be located in o <br /> Treatment area 20 from property lines weather proof enclosure outside the pumping clamber and manhole <br /> MA-;A1loL6S a.'�� ��." 32'from yells <br /> t3Rct_fcr_ _aQofrom bldgs. <br /> i� 14 from trees SOIL BORING ELEVATIONS <br /> lvtnin THaI EL.-35:x. <br /> 1 c� "da.supPlll a grW,e °!o <br /> Tank - `?o►- TH:'3 El.-7 U, <br /> Tonle pRESSuRE DISTRIBUTION _MOUND 5YSTEM .74 EL- <br /> Drop to Tonle Th, <br /> TH`5 El,- <br /> Mrn.t"to 8 � El.E1fATt0M of PROPOSED PUMPINGMax.1 to 4I 1r P -A-Way-IC-1 5! qA )uj Chamber CHAMBER-- S] PJ. �' : - <br /> -4..16 6'dta.pipe L, osjap 4-<V;,A - iA Y_-- <br /> • <br /> SYSTEM DESIGN -MOUND <br /> 'TYPE-1 3 BEDROOM , Average percolation rote `i•9 n nlnch(design.B3sq-ft treatment area per of daffy sewage flour) <br /> �_goUday x.83sgfclgal. 2� sq-ft.of tmotmer area +10%= _sq.ff. (-,tOft width='L_ft.tength of bed area+side slope rim. ..tot x�.:�.hei9ff= -fur ` ft.Wvrt►ocea needed) <br /> Clean rock needed— 1410 sq fl heotmenl urea x.)-09` depth of rock=4yLcu ft=27=-6 aLyds(3/4'to 2.V:E dna.,indudes 2!'of nock above pipe) 00 isa u o M <br /> loom bade f�IJ�_aiyds. pprm, topsoil 6 _S9 at yd.g- Mtn a TQ.rk�Q tio�q -Co 40'rso,'-. <br /> Cleansed fill below rods needed.L2Q_ct yds. approx. . sandy ° _ _ t�''."o f'fi =_Se. Ftp' <br /> WAstt�o 10 njrj M FWS ?L1jnP►P1, 4-'"`M.%Se4_ _ <br /> Number of tanks requged a 1st tank.Ls2Q._gol ,2nd tank--f�J2-9aL . <br /> pltmping chamber capacity-25% of d*sewoge flow of. '�' go +00bokraio — 15g . oPROPERTY O <br /> Of he gd./IOOfin.ft0f_R_1 "da.supply pipe, rui ftneeded20, Zgat f man fo!d 1vIgdJt00rnft of2, "da.p7q)e,fxftneeded_2_., "�- gal. � <br /> Mat capacity needed S t gal(plus area for pump) mtn. /W0-9'tl.caP. <br /> Distribution pipe I L1Z'dio., )t I rrtft,'I 'da. perforat'ans ZLZapart <br /> _ Pump size 111 hp. (pumpable capacity l_got.4cydes/day) 1 Lc�n aQ HS <br /> Note <br /> P�E�s Ail t 1 ��+y J w+�+�. $.-P TESTl/VG NC <br /> Note z Wien constructing bed :7 , this area shoutl be shoped Note= Distance from treatment area to neighboring wells— I Designed By: <br /> u frAk IQb) =_497=.3566 <br /> to*dimer run-off from entering treatment area. ' Dole . PN. 612 <br />