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Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division of Sdety & 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 St. Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # / 1 0
dimensioned, north arrow, and location and distance to nearest road. 030-1&~
EW DBY ATE
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION
Ir 9
PROPERTY OWNER: S4 r u~ PROPERTY LOCATION
~laxiiel G DAFT; `C (~(fl,L GOVT. LOT SW 1/4 SW 1/4,S 6 T 29 N,R 19 (or) W
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
1129 30th. st. 11 na I)Qp. Raven
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE Ek[rOWN NEAREST ROAD
Hudson, WI. 54016 (715)381-5264 St. Joseph I 30th, St.
[x] New Construction Use [ x] Residential I Number of bedrooms 4 [ J Addition to existing building
[ J Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate.7 bed, gpd/ft2__,B__trench, gpd/ft2
Absorption area required 857 bed, ft2 750 trench, ft2 Maximum design loading rate .7 bed, gpd/ft2 .8 trench, gpd/ft2
Recommended infiltration surface elevation(s) 103.25' ft (as referred to site plan benchmark)
Additional design/ site considerations alt site sytem el.= 102,251 & 10171.351
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 [RS ❑ U ERS ❑ U [2 S❑ U CRS ❑ U :9 S U ❑ S R-111
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Bourtary Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-12 10yr3/3 none sil 2msbk mfr Cs 2f .5 .6
2 12-36 10yr4/4 none sil 2msbk mfr 9w if .5 .6
Ground 3 136-84 7.5yr4/4 none is Gsg mvfr na na .7 .8
elev.
106.8 ft.
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 -10yr3/3 none sil 2msbk mfr Cs 2f .5 .6
2? 2 -19 10yr4/4 none s i t 2msbk mfr gw if 1.5 .6
3 119-88 7.5yr4/4 none ms sOg mvfr na na .7 .8
Ground
W7"
elev.
107.6 ft.
Depth to
limiting
factor
+88 ~ ~~~I sT t
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 200th. Ave. N Richmond 4017
Signature: Date: 7_24_98 CST Number: m02298
1/4
PROPERTYOWNER Daniel C. DAvis SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL LD. # 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 Trench
1 0-12 10yr3/3 none sil 2msbk mfr 9w 2f .5 .6
2 12-21 10yr4/4 none sil lcsbk mfr 9w if .2 .3
Ground 3 21-29 7.5yr4/4 none is sOg mvff gw na .7 .8
elev.
105.7$. 4 129-84 7.5yr4/6 none ms Osg mvfr na na .7 .8
Depth to
limiting
factor
+84
Remarks:
Boring #
1 -12 10yr3/3 none sil 2msbk mfr cs 2f .5 .6
` 2 12-36 10yr4/4 none sil lcsbk mfr 9w if .2 .3
3 6-80 7.5yr4/4 none ms Osg mvfr na na .7 .8
Ground
elev.
103.35t.
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 -9 10yr3/3 none sil 2msbk mfr cs 2f .5 .6
5 ? 2 -17 10yr4/4 none sit 1 csbk mfr gw 1f .2 .3
3 17-82 7.5yr4/4 none ms sOg mvfr na na .7 .8
Ground
elev.
104.1
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Daniel C. DAvis 1554 200th Ave.
CSTM2298 WIWI S6-T29N-R19w New Richmond, WI 54017
MPRSW-3254 town of St. Joseph (715) 246-6200
lot #11-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 corner survey stake C e1.100'
Alt. BM.= top of 12" pvc pipe C el. 103.95'
mn
6,~ 1
3q
raj'
Gary L. Steel
7-24-98