Laserfiche WebLink
- . 5t- <br /> t - <br /> L}:ISS <br /> - /09- 55, Apo -•- - - - <br /> ' `--")1e---IC"S,q <br /> r r <br /> SET- BACKS 1 <br /> +S /0' I S <br /> T 1 <br /> HOUSE System must be: • <br /> Tonk from property lines X- S __e_...--(t 0,--\ C'U' +S A N.-- LA-)vo'c-Yr . <br /> 4Ll.- 1ZA-Gt.n -f ?S from wells • <br /> uV15,0\'C`-4 30 from bldgs. <br /> 6% _ <br /> ,,,, Treatment area - from lakes , streams <br /> Treatment area from property lines t °J1` 'F"�NOTE Power supply and switches must be located in a <br /> +�+.�»'�� 'IC.' wells <br /> weather proof enclosure outside the pumping chamber and manhole <br /> MANIIDLES <br /> CiAcCr`,cc_ _212 from bldgs. <br /> .' _1 /0 from trees , LI_ BORING ELEVATIONS <br /> `I i � I 1 <br /> 2jmin. 1 , <br /> / . <br /> `� "dia.su I i TH"I EL.- � <br /> grade—%TH."2 EL.-3B <br /> Tank Tank TH"3 EL. :c) <br /> Drop to Tank ' PRESSURE DISTRIBUTION MOUND SYSTEM <br /> TH,"4 EL- <br /> Min. I"to 8' I �-Pumping TH."5 EL.- <br /> Max.l"to4' 4. Y-- --- -F) 'VR).\Y.-S S\-\'A\.L.-o(L) Chamber ELEVATION of PROPOSED PUMPING <br /> '.to 6 dia.pipe <br /> 4 CHAMBER-g0).o u'c.o,•?,-1w,? 143.0 <br /> A <br /> SYSTEM DESIGN -MOUND • <br /> Y`�oni-.-00? o r-*-xYa.'“p.) -"St..*-•99.S <br /> BAs w,c).-r. 5L-44- ells <br /> TYPE- .., .a._ BEDROOM , Average percolation rote /0.4 min./inch (design.83 sq.ft treatment area per gol. of daily sewage flow) { <br /> (GOO gal./day x.83sq.ft/gal.`I").(/ sq.ft.of treatment area +10%= 5-'r'?sq.ft. (= IOft,width= 5 C ft.length of bed area+side slope run to I x2 height= 'J-.S2_ft.x...4f..5_ft.lawn•area needed) <br /> Clean rock needed- S')'-1 sq.ft.treatment area x /•05' depth of rock=S1'4 cu.ft--27=�Lcu.yds,(3/4"to 21/2'dia. ,includes 2"of rock above pipe) <br /> I <br /> --(--°A``;'--- --.-- Clean-sand fill below rock needed )9 S cu.yds. approx. , sandy loam back fill " cu.yds.approx., topsoil 6" (03 cu.yd. E'J -• SA1J0__ =•9'C /-" <br /> W ASN o (¢E[A�'11�ti>A1� -CO A00 ).o% 'C� 'CoP501L_FOS- \FK$—'- �_S,..0_' __�-�---G-"-Yv__CofAL. <br /> Number of tanks required a , 1st tank)D0 0 got. , 2nd tonklao D gal,minimums ¶ u s P1-1 m P�N t L-R�m GWtr R- <br /> Pumping chamber capacity- 25% of daily sewage flow of 1°-gal.=)5'0 gal.+reserve storage of 15 0 g.a 1 /BFB od gal.+pipe back drainage- PROPERTY OF:Z4-1 ot,\v A- X11 t_L.S <br /> of.__Lgol./100 lin.ft.of2_,_"dia. supply pipe• , lin.ft.needed l�,ao gal.+manifold pipe lin.ftneeded "7 , - gal. (..-1-10 oQ-Ll}PF-\--) Q C} - �041, <br /> total capacity needed 11 P. gal.(plus area for pump) ugh 'min. /ooD ouat.ca '. c——opo .m7-1 \-1-�J1-)7-N /I-0 . <br /> Distribution pipe1�L3 dia. , )S7 lin.ft, Imo`'_"dia. perforations "gt., "apart <br /> Pump size.J.t/� hp. (pumpable capacity 11 gal. 4 cycles/day) t_1 s�.ci, AL) i 1-1-1ao 'F'- -cos .,pvscld)}2V-E- y O oda,►I m,,n I ,S'-P TEST/NG / <br /> Note: When constructing bed - , this Oreo should be shaped Note: Distance from treatment Oreo to neighboring wells- IDesi ned D ���"' <br /> ''� <br /> to divert run-off from entering treatment area. i.- -('1-4- /00' I 9 Y <br /> Date .1/ / PH. 612-497-3566 <br />