HomeMy WebLinkAbout008-1064-70-000 (2)
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3
Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but Ste, C~Z LX
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIE BY DATE
v
PROPERTY OWNER: P PERTY LOCATION
\ S E 1/4 SW 1/4,S~Z T N,R 6 E(o
Phi ~F OWNER':S MAILING ADDRESS 0-911-'~ V+~ LOT # BLOCK # SUED. NAME OR CSM # A
"CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE [MOWN N EAREST ROAD
F_-
wouavt\_~~,ivJ SuozB Q 698-2a-Lb zo `rtt Av[,4 New Construction Use [kj Residential / Number of bedrooms dditi Qn t existing building
j J Replacement (J Public or commercial describe
Code derived dairy flow gpd Recommended design loading rate o bed, gpd/ft2 - trench, gpd/ft2 d1la
Absorption area required _ Soo _ bed, ft2 50o trench, f:2 Maximum design loading rate o S bed, gpd/ft2 ° trench, gpd/ft2
Recommended infiltration surface elevation(s) t O • ft (as referred to site plan benchmark)
Additional design / site considerations `f't 'WJr-Ii~) w/ 6 `K 8 Y H N'fl • V" IA' • 1 ' Q1= S f~h.AN F;[ L~L_ .
Parent material S t ~'r 0`1 tm c `T1~L Flood plain elevation, if applicable ►v A It
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN RLL HOLDING TANK
U =Unsuitable for s stem ❑ S ®U us ❑ U ❑ S [9U El S Pru O S 19U ❑ S E
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh.
M, _h. 0-9 lo~ti 3~Z z~5
b1T ~g - o.s
o- S o.
Z 9-L8 VZ~,j ti y/ - S i) Z M'3 b k
wt'F~ cS -
Ground 3 18-30 . S V R 31 - s tc~ 3 'F bh w► 'Fh c) - o • u( o ,S
elev.
teb .Oft y 3D-~l3 l D `f R 5/Z
~-`i . S y 2 Sl g C I o W, "'f -
Depth to CAU S ti~Z) `-t R S 1 S 2 t_'I- Co g C4 limiting
factor
30 `
Remarks:
Boring #
Effla n, i a -9 t o-t Q 31 z z~ s btu wi c S - a. s
Z q-zo to`-c~Yt - Sr) Z►nsbk ►~►~r cs - o,s 0.6
3 zd 3q -)-SYIZ 31 'SIC I r,-, q ~i►~ m~l- cS - v, y 0--S
Ground
elev. y 39-sS -1 - S y R_ y/h . s~ ti sl f3 c o vH l . _
Zo1.S ft.
3 S iirw► - n~o ~ 3 T B
Depth to
Nmiting
factor
39 If
Remarks:
T Name:-Please Print Phone:
Arthur L. We erer 715-425-0165
egerer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022
Signature: Date: CST Number:
GS-3o3- 3 l~--Ll-`IS M00576
PROPERTY OWNER l~~C~i U ~'fTL. SOIL DESCRIPTION REPORT Page? of 3 c
PARCELI.101A 008- 60-10
Depth Dominant Color Mottles Structure GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh, Consistence Bo~xxiary Roots Bed Trench
k" f
► o- ~p ..i 2 3 l Z s i I z `FS b~ vn L 5 a, s o.
3 ,t<
Z 9-16 10`i1i sJ 1 Zw.SbVT m aL
`f►- CS _ o_y o.S
Ground 3 16-Z6 1-S`fR.3J - slc) 3»,~-blZ W)
elev.
low ft. Z6-%n S 2 y/6 ~-1. T j V s / wt
Depth to 3 s t~ H tvo s R n'
limiting
faz r
ip,
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
hN,"q•.
y'~¢ •14. '
Q
,p 4'. Y•'•'ti
I
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev,
ft.
Depth to
limiting
factor
Remarks:
,,nn pi iron nr~m~N
` PLOT PLAN Page 3 of 3
SCALE 1"= UO '
*X-4!PT RS s1{pwN
~r?xL~ c~0 . 8,106U- 60 -1Ci
°R Q Is
Tv~zg
T1'FtS RtZ
B . 3
%.3:- Vb ?
4
EL. N O. p" ~N 01 1~ l G H
3/4" bI R. h V C 1 tPIS_
zo1o 1 +ti ! LF-,-nt
a•l ~ Smut - ~o +~nr D~Slu~Z(3~
O 'aL 6uo t
1
t_
tl
e.z
25'
lO l S z8'
~3o~iri o~=- Bl~
44 o'
.o
r
i } c~us 'Tv ti P'' L LZk3 T ZS'
Mzu ov~v~
w g Q9
,
noun >ti,~ hl 5' x -Is' 'nzA!^jc'iV 113 c7.35 ~ i 1'0
s~ ~1S-3~3_ 3
wt-~2~~ 12-- LL- S (715 ) 425-D1 r,S 1400576
CST Signature Date Signed Telephone No. CST #