HomeMy WebLinkAbout1977-02-01 Septic System Design ReportBoo mRineettrief
. C e box 255 Shakopee,
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A' your request, we mods six percolation testa med pa `m We 9W bar s
on the above site. Attested are the results et Me tesfe, 1s11s of the bNso
fend the l ]as of their loatione Also attaaW is a possible puss ter m M
.- i to .1ysteae
"he percolation test holes were amsered to a d"S of 36i24he�. the sides
of the holes were acre Lobed, the holes alsansd ante 2 lashes et-
a,i+ed •o the bottoa, and they were filled with abort IS so*" O�f/e
Flrost whn from 12 to 25 inches doe},& ~ sool� fW 30 r*W% the water
lrvc1l to test holes P3,F'4,Fmi S, at6 snow adjwted la.0 t! of 6 in*"
eMve the Travel MW the rates of porcoutiei. �� 8100te iatelwia
for one hc►,ar. 'lost Wden P1 one. F2 were dap # roe tWw iamb"
of water use added to amah end the ust w drs
r•nre 1 n. • he• s of water was added and the rates
mimite intervals for ono home The MUM
lercoLtiur. F.ltatinating I and }4, the h t p�Ltlha 1811
'.he cevermv• percol&tlen rate is an one inch drop L .6 a►ialutos0
-sr.-ed on a ;:ereoletion rate of an re inch drop in 21e6 ainutes>, Sm feet of
'rti � n t i : n are required with a 24 dash wide &sin Lilo tomA nab 12 maws
(if vravel hrnetatt, the tile. Four lines of 75 feet sad #@wad bj lest ostler
to center of drait: We trench should wcrte
:•o wt ter wc i en�ountpred in ties borings, but the cell um m1st in WNSM ne
:'here fore, : *. uld reexonend that the drain field be kept to' the west as manes
a:e poc..9lhle as theft is a natural drain to do 66064
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