|
•
<br /> ` /0 >I Foc.r.s3� 4 - - '-
<br /> 0
<br /> . rillini ,..\..\S`)
<br /> 1"1-41-41/‘�•l.) `°¢c . 3°�O
<br /> 15r � , I
<br /> SET- BACKS 19
<br /> /O /3_ _____N/ii vair
<br /> HOUSE • System must be:
<br /> • Tank 30' from property lines >C- S��c--<t o).--1 c.2-,1••• S \_ w vo-�N-3r
<br /> r ti„ ""V:0 �r -.1-• .2.1.. from wells
<br /> L\ 'P•aryf Wr`.L Nsv . 'z.o from b!dgs.
<br /> p`�
<br /> 1-YV� I.1-1 -CWV- r-r'°g Treatment area ='from lakes, streams
<br /> 1-O''U `- -- " 0 Treatment area Zo/' from property lines NOTE: Power supply and switches must be located in a
<br /> K^ ?-'f'A,NV-S 5\44N..r.o�tJ /�•N
<br /> Mt{oLES t 1.7." ni
<br /> n." ." 'from wells weather proof enclosure outside the pumping chamber and manhole
<br /> 8acrFIL`. 7_O 'from bldgs.
<br /> t- -, 112..'from trees aI SOIL BORING ELEVATIONS
<br /> I , 1 r- -rI• l
<br /> Aomin.
<br /> IT- llrall . , I i THAI EL.-tots. -41'x(9 - /oci-4
<br /> / 'Tank •t — �- da.supp- ly 1- rade % TH.~2 EL.-1'�a.
<br /> •
<br /> Drop to Tank Tank I PRESSURE DISTRIBUTION MOUND SYSTEM TH"3 E L 1.��
<br /> TH."4 EL-1ftl.:‘
<br /> •
<br /> Min. I"to 8' Pumping - TH7 5 EL.-LOA
<br /> Max.I"to4' P -CA 1aY.-S SNR\..L.ouJChamber ELEVATION at PROPOSED PUMPNG
<br /> 4"to 6"dia,pipe CHAMBER-/oz.o `"''`?°Il..o s
<br /> 'v.►Q
<br /> >Aor'x..-(o4 oF'6i.000-- II. ..o
<br /> SYSTEM DESIGN -MOUND q,i.., y .•B 'DPAot'1 rs 44)41k-ciAs\.f� v' L.ow ,-r .N..ods- /0,-1.0 {
<br /> TYPE., __4_ BEDROOM , Average percolation rate/o• min./inch (design.83 sq.ft treatment area per gal. of daily sewage flow)
<br /> OO gal./day x.83sq.ft./gal. I-rice sq.ft.of treatment area +10% =S` ? sq.ft. (= IOft.width=.1.S._ft.length of bed area+side slope run s_to I x height= '4 ft.x./Q ft.lawn.area needed)
<br /> Clean rock needed— 541 sq.ft.treatment area x LEA.1 depth of rock=S99 cu.ft=27= _cu.yds.(3/4'to 2 l/f dia. ,includes 2"of rock above pipe)
<br /> -Gc)4 Clean.sand fill below rock needed I r)(*) cu.yds. approx. , sandy loam bock fill a�.yds.approx., topsoil 6" F. cu.yd. RVQ. SfttJ'O Q�p'C1=1• a•�__ •
<br /> vqs � �-Sco -Co Aoe �o�o - o -VDT 5°v-FoE- 1RK �,�t_A�..ssas °IC) c�1v..leTa„-).
<br /> Number of tanks required a , 1st tank 1000 gol. , 2nd tank/00 0 gal,minirrxms PLQ s Pi-t m Pt N t, �m p�R-
<br /> Pumping chamber capacity- 25% of daily sewage flow of bD gal.=151 gat.+reserve storage of 15 0 g?:1/BI.(Oo gal.+pipe back drainage— PROPERTY OF ALA- 1-1 1'1[-0oNn1S1
<br /> of_.L'gal./100 Itn.ft ofd"dia. supply pipe, lin.ft.needed _, manifold_LIL gal./1001in.ft of a "dia.pipe,lin.ftneeded ') , Z ,gal. 1-o-(1 i-4, 1 Sm r-f14 Vrerc oF-
<br /> total capacity needed aLa gat(plus area for pump) uSE rn,r,. )00.0 gal.cap. R'o4• o'?0t.►a.1•0114 O.
<br /> 1%1, 6+0,
<br /> Distribution pipetL�Mdia. , j Sg lin.ft., ►)9 "dia. perforations 311_"apart
<br /> Pump size hp. (pumpable capacity )L2 gal. 4 cycles/day) U sem c 1 to I H'GPo PQ Gss _ o.r_se1-t Et_Q->,- -- 4 0 ta,1) yn,,rl, I S-p TEST/NG / C.
<br /> Note: When constructing bed , this area should be shaped Note: Distance from treatment area to neighboring wells— 1 / g.41-
<br /> to
<br /> ,l�1•� ,
<br /> Lam- CN-7- --r\AP 1 r Designed 9y: 7 �`
<br /> to divert run-c" from entering treotmen� area. 100
<br /> 1 .k n- - .,,-;:-.0„j -,CkY's-i1., v,)'.- L •*,..5 �,1'SF= rf- ,..1��.. 'SrS`:. k.»%?:"Do!e :I_/ / , PH• 62-497-35S6
<br />
|