|
f ri1 Ki,_: ., 2,4
<br /> .,1,--c'+•l':.1-x-t)O}-1 "1 - 1....47.
<br /> 1.r.., ' ,
<br /> 114"clra .<-.
<br /> `✓",:l t1v-.< l,',[ ,-I 1' 1::3C 0.-, 10'A -1
<br /> Ex1S11s+b y ToL�
<br /> L.1. , —
<br /> : S
<br /> i
<br /> ass '"
<br /> of
<br /> - Il0 '-�1niai _ ,�1541 _, s-,-)1j-N._-(of
<br /> SAtio
<br /> ' 13.y
<br /> ?LAO vl' ) =_N'-- to
<br /> SET- BACKS J�' _ ) Y /o' 4 1 1
<br /> HOUSE System must be: I` •
<br /> Tonk 2d from property lines X- SF�-r t r,,-' czaN 51�� w»---id .
<br /> ' from wells
<br /> . from b!dgs.
<br /> L.-(„T Treatment area =.from lakes,_�streams
<br /> Treatment area aas from property lines NOTE:Power supply and switches mist be located in a
<br /> MANtlocBs t":'" u." weather proof enclosure outside the pumping chamber and manhole
<br /> 84LCF,Lc... 2 from
<br /> •1 .1 , bid from bldgs.
<br /> l f.:1 jr.. �, 1°'from trees t y)I SOIL BORING ELEVATIONS
<br /> ab mut.. tlr".... - a •
<br /> y�.s "da. TH. I EL._9�.2• » 1A q ,.3
<br /> 1 _ rode 0/O TH. 2 EL. . �y 'a A _ 9 S.0
<br /> • :'I to' 9
<br /> Tank I Tank :� ^ a_ PRESSURE DISTRIBUTION MOUND SYSTEM TH. 3EL: ).4 -rN *3A - g4.o
<br /> Drop to Tank
<br /> I TH"4 EL- 1-1aV'Li - .)s.
<br /> min.I"to 8' Pumping TH7 5 EL.- -r>a A 5 4- 1'7'9
<br /> TFA1`&-C1 2=��4 k- - la nus'
<br /> Max.l,to4' ' r-f P 1a-S Sl�AV.-ot�J Chamber ts--'t 5-+1G- 1.3,e-v 1r.- 'l9.-`"_,Sc9?-m104-1)S,'S ELEVATION Cl PROPOSED PUMPING
<br /> " �>ae �+ 1' 11- '�°7.y 1'f'uV'1Tt±11L- ')4.Y1 CHAMBER- 9 '.D) V.C. -F.fAl"N..C' 70)
<br /> Auto 6 dla,pipe >:Y,,-t Ori ,1"Lou) 1.1 yh .I,-"P 'VAS F 4 T
<br /> SYSTEM DESIGN -MOUND • 14 0 0 s- r) ' '•S'
<br /> TYPE-IL,L BEDROOM , Average percolation rate_L3�min./inch (desgn.t33sq.ft treatment area per gal,of daily sewage flow)
<br /> r_xts 1Nb y40 qv�E- .
<br /> ).)--°° gal./day x.83sq.ft/gal.9c)le sq.ft.of treatment area-'iia' = S9 0 sq.ft. (=10ft.width= _ft.length of bed area+side slope run Lilo I x..height= So ftx_L ft lawmareq needed)
<br /> Clean rock needed- S°70 sq.ft treatment area x /-v depth of rods=..C.i at.ft=27=2.13.cuyds,(3/4"to 21/x'dna. ,includes 2"'of rock above pipe) anti. .9.. o vvv . ,4 il Or
<br /> 4 Clean sand fill below rock needed a,3 0 cu.yds. approx. , sandy loam back fill a cu o topsoil 6" S 2- cu.yd._ti'' AMt:!r �>_-Go p y.o)o -{o -foQsot .. `0 0 2.. (F�v s
<br /> LA)Astt� y yds- ppm- p
<br /> „°x+,.,„.1,. 6.visr Number of tanks required�_, 1st tank ( got ,2ndfmk JL'o gal.minrnums Puss ?LI mPtPv -H Am peg— - ._. _ - -. _ -
<br /> 1ss11t x-10\c _ a i. oo /s-00
<br /> > �
<br /> `Bumping chamber capacity- 25`/0 of daaysewage flow ofau gal.='0_galfn:serve storage of 15 0 ga 1/BFV ) O0 gal,+pipebodcdrainoge—
<br /> PROPERTY Or: L, : -t-1 r�T 1 1
<br /> of )V gal./1001in.ft.of oda.supply pipe, [in.ftneeded 3' _, �1� gol.4 manifold L"gdi100Gnftof a_"d'a.pipe,fn.ft needed ') , Z gal. .14. o 4, 4 c2 orgc91.tv 01Z-04 ATS
<br /> total capacity needed /eLlr)gal.(plus area for pump) use-min. x.00 0 ga%.CM°. (97 0 V1 )..l . t� xu /(
<br /> = Distribution pipe)))2!da., a� Inft., 1) �dia. perforations 3(-"apart •
<br /> Pump size ).S hp. (pumpoble capacity-st4')got.4cycles/day) yts-o 5(0 He-Ao t'se. is ,, - '-t' ' - 73 cs0.11 Mtn. I S-P TEST/NG !�1/C
<br /> - Note: When constructing bed , this area shout i be shaped Note: Distance from treatment area to neighboring welts— I (...4,_-_-__- 7,
<br /> L. .u-� AO :^ Designed By: Q . t,:.�.
<br /> to divert run-off from entering treotment area. 11a (9 -
<br /> 1 Dole:2/ /ter;, PH. 612-497-556E
<br />
|