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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 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 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # <2 i/ U - -76
dimensioned, north arrow, and location and distance to nearest road. hO 0 -1-09 a - 7 n
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION D BY DATE
M, as
PROPERTY OWNER: 1n~ PROPERTY LOCATION
~a~' n-~ - s ' l G-D GOVT. LOT SE 1/4 SW 1/4,S 6 T 29 N,R 19 5dor) W
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
1129 30th. St. 10 na Deer Haven
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE MOWN NEAREST ROAD
Hudson, WI. 54016 (715) 381-5264 St. Jose h 30th. St.
] New Construction Use [x] Residential/ Number of bedrooms 4 ]Addition to existing building ZO
Replacement [ ] Public or commercial describe d ace
Code derived daily flow 600 gpd Recommended design loading rate • 7 bed, gpd/ft2 trench, ggd/ft2
Absorption area required 8 5 7 bed, ft2 7 5 0 trench, ft2 Maximum design loading rate .7 bed, gpd/ft2 •8 t gl ft2
Recommended infiltration surface elevation(s) 98.90 ft (as referred to site plan benchmar
Additional design/ site considerations trenches 3.5' below surface, spaced to code
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U=Unsuitable fors stem L3S ❑U L3S ❑U (3S ❑U ]EIS ❑U L3S ❑U ❑S g]U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Bcui~ Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer>ch
1 0-9 10yr3/3 none sil 2msbk mfr cs 2f .5 .6
2 9-22 10yr4/4 none sil lcsbk mfr gw if .2 .3
Ground 3 22-27 7.5yr4/4 none is Osg mvfr gw na .7 .8
elev.
102.4 ft. 4 27-84 7.5yr4/6 none co s Osg ml na na .7 .8
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-10 10yr3/3 none sil 2msbk mfr cs 2f .5 .6
2 2 10-32 10yr4/4 none sil lcsbk mfr gw if .2 .3
3 32-84 7.5yr4/6 none ms Osg mvfr na .7 .8
Ground
elev.`
101.9 ft.
Depth to
limiting f
factor r
Remarks: °,cp/cfi
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 I
Address: 1554 200th. Avr-.,, New Richm d WI 54017
Signature: Date: 7-24-98 CST Number: m02298 t 2LL:4 0eAjW1
PROPERTYOWNER DAniel C. DAvis SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D. # 030-1024-70
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tw&
1 -8 10 r3 3 none sil 2msbk mfr 2f .5 .6
2 -18 7.5yr4/4 none sici lcsbk mfr gw if .2 .3
Ground 3 18-84 7.5yr4/6 none co s Osg ml na na .7 .8
elev.
100 At,
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 -11 10yr3/3 none sil 2msbk mfr gw 2f 1.5 .6
4 2 1-32 10yr4/4 none sil lcsbk mfr gw if .2 .3
3 2-84 7.5yr4/6 none ms Osg ml na na .7 .8
Ground
elev.
98.7 ft.
Depthsto
limiting
factor
+8411"
Remarks:
Boring #
1 -7 10yr3/3 none sil 2msbk mfr gw 2f .5 .6
52 -13 7.5yr4/4 none is ®sg mvfr 9w if .7 .8
3 3-80 7.5yr4/6 none ms Osg ml na na .7 .8
Ground
elev.
98.5 ft.
Depth to
limiting
factor
+84"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
r
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 sE4sw4 S6Daniel-T 29N-DAvisR19W New Richmond, WI 54017
MPRSW-3254 town. of St. Joseph (715) 246-6200
lot #10-Deer Haven
This soil evaluation was conducted to satisfy.a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
as permanent lot lines were not established at the time the test was conducted.
N
1"=40'
BM.= top of SE lot stake C el., 100'
Alt. BM.= top of outlot survey stake C el. 97.60'
P-t
Z d 32' 1~~ Z
~-l
Gary L. Steel
7-24-98