HomeMy WebLinkAbout008-1074-10-100 (4) LWL�LvonsinDerarmwr•tonmiusav, SOIL AND SITE EVALUATION REPORT Page t of 3
bit onn o Hurrm r ons Safety
in accord with ILHR 83.05,Wis.Adm.Code
COUNTY
sr. CAW 1K
Attach complete site plan on paper not less than 81/2 x 11 inches in size.Plan must include,but
not limited to vertical and horizontal reference point(BM),direction and%of slope,scale or PARCEL I.D.I
dimensioned,north arrow,and location and distance to nearest road. 008- 10-14- 10 AS
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R EWEOBY ? DATE
PROPERTY OWNER: 1.1r�1E T�I O W . P ' 1 Q . T PERTY LOCATION �� J2�1 I�A�
lauk-t its•�t'IPT1Z 4 �•t .1 Z;�tj'�RT",a �—NF 1/4► 1/4,S 2 t,T 7.8 ,N,R 16 E( W
PROPERTY OWNER':S MAILING ADARESS OT t BLOCK It SUBD.NAME OR CSM II ol1 f 3 /, )
C't� g•'_�,V?i L r1.C/1/ /( 'c/ I - h- C.S.bUt . V
CITY,STATE ZIP CODE (PNE R ❑VILLAGE ®TOWN NEAREST ROAD
wouovlt-\, w1 St.o 2$ 4113) 6 -:2�\q v 6t t-L - C`r)+' le)" 7/2Ce
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(xi New Construction Use[xi Residential/ her of r TY /3. [ I Addition to existing building
I u
I I Replacement I I Public or co r • ,desaibe
Code derived daily flow _ LtSD gpd loading rate - bed,gpdf t2 • trench,gpd
Absorption area required '-'I S bed,ft2 315 trench,ft2 Maximum design loading rate • '' bed,gpd/ft2 • S trench,gpd/R2
Recommended infiltration surface elevation(s) too• S . ft (as referred to site plan benchmark)
Additional design/site considerations 't'lov'i- w/ s')C ZS' T1tR�J etf- Ill Irl1. l�.~ OF S A►W Fr LPL..
Parent material L u s Ok-kas.2 G L erne rt, TILL Flood plain elevation,it applicable A.'•A- ft
S.Suitable lot item CONVENTIONAL MOUND N-GROUND PRESSURE AT-GRADE SYSTEM IN FLL HOLDING TMK
U.Unsuitable for system ❑S ®U EIS ❑u ❑S ETU ❑S filu ❑S I21J ❑S ?U
SOIL DESCRIPTION REPORT •
Boring ff Horizon Depth Dominant Color Mottles Texture Structure Consistence y Roots GPO/ft2 •
in. Munsell Ou.Sz.Cont Color Gr.Sz.Sh. Bed Trends
1/1 I tJ_8 1.0%-t(Z12 - %1 Z FZblt K'c(,. CS - -s -6
I
Z 8-2 109R3/` — s11 2-cSb4r /11`t - CW - • S .k,
Ground 3 -Z-z U s Li Iz- Y/re s 1 \ c s Uh w2er- CIA, _ • 4 •.5
elev. �,
`(6 i � I�
� l' str`F5 ( 1• 1 lP 2•7 ft il ?� -).S`12 s12, n•SY2 �/3 4 s 1 cD -c T
4 k,\J1.czV/y
Depth to
footing
Z8'
Remarks: •
Boring A — S •
1 0-t0 10%-rt _ 31 Z sl I Zcs'a t m'c►-
0-5 - •
EllZ 10.15 1O`-is- 3/1, — sic\ 2i,sbtc met- trN - •`I .S
a It--a --).s'•riz 3/y — 1 1csU12 wl-fh cW •U -5
Groundt 1
elev. 1{ Z$-'lit' S SYIt s./5 -1-S 4' z_ 3 tj 4 �se1 O\i '01"c f--i . • 2
4'4.9K 4 IQ-tc._ vly
•
Depth to
limiting
factor _
ZI;'
Remarks: '
CST Nomx-FlasaPrint Arthur L. Wegerer 715-425-0165
firer Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 .. .
Signalize: Date:{1� 99-07 I - 2 Z._ fry �TNunber 220254
elt
PROPERTYrtiER- ZL 1- SOIL DESCRIPTION REPORT ~ Page 2.pfty
PARCELI.D.t 00S- l0"14- 10-300
Boring# Horizon Depth Dominant Color Moll1as Texture Structure Consistence Bourty Roots GPD/ftz
in. Munsell Qu.Sz.Cont.Color Gr. Sz. Sh. Bed Tient
1111 0-10 KY-trz-31Z - si I 2. `f-s vl-CC-. CS •S .L
Z 10 LD't R- 31 L - s r 1 z`gS bk 1-*t`Ft- Ckl - ' S • L
Ground Z3-c30 L( `-tR S/ly - \0-3 »9u 'Rs- c %) • S •
elev. g -La- 3 t yy
ct4.Oft. y 3O-VU $ 10 n_ 3Lb '1• 4R JL3 Esc 1 - i.1Pi .2
Depth to
limiting
far
Remarks:
Boring#
L
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
I i
Ground
elev.
fL fl
Depth to
limiting
factor
Remarks:
Boring#
[mei
•
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
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PLOT PLAN Page 3 of 3
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99-01
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CST Signature Date Signed Telephone No. CST#