HomeMy WebLinkAbout030-2111-30-000
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Muman Relations
Divisron 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. # / Al - vO
dimensioned, north arrow, and location and distance to nearest road. 030-A- 2
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION hV WE BY ATE
l6 g8
PROPERTY OWNER: PROPERTY LOCATION h!q -
GOVT. LOT SW 1/4 SW 1/4,S 6 T 29 N,R 19 Edor) W
PROPERTY OWNERS MAILING ADDRES LOT # BLOCK # SUBD. NAME OR CSM #
1129 30th. St. ~p 15 na Deer Haven
Cl ii~son, WI. 54016 ZIP CODE ~T1 ~ 18 5264 ❑CIT S ❑VlJoseph OWN NEAREST
30th.
i ] New Construction Use [x] Residential / Number of bedrooms 4 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate _.5 ed, gpd/ft2__6_trench, gpd/ft2
Absorption area required 1200 bed, ft2 1000 trench, ft2 Maximum design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 96.80 ft (as referred to site plan benchmark)
Additional design / site considerations na
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 ® S ❑ U ® S ❑ U ®S ❑ U T] S ❑ Ul T] S ❑ U ❑ S L U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 -15 10yr3/3 none 1 2csbk mfr cs 2f .5 .6
2 15-33 10yr4/4 none sil lcsbk mfr gw if .2 .3
Ground 3 3-43 7.5yr4/4 none sl lcsbk mfr gw na .4 .5
elev.
100.6 ft. 4 k3-84 7.5yr4/4 none is Osg mvfr na na .7 .8
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 -10 10yr3/3 none sil 2cpl mfr gw 2f np .2
2 0-22 10yr4/4 none sil lcsbk mfr gw if 1.2 .3
3 2-35 7.5yr4/4 none sl 2mgr mvfr gw na .5 .6
Ground '
elev. QQ~~ 4 5-84 7.5yr4/6 none is 0Sg mvfr n .7 ' .8
100. El t. \ 1.~..!
Depth to
limiting
factor f
+84"
Remarks:
fir
CST Name:--Please Print Gary L. Steel Phone: 715-246-620 'Cl-
Address: 1554 200th. Ave., New Rich d WI 54017
Signature: s Date: 7-25-98 6S'1`)'ber m02298
g~~ a A_~ZD~
PROPERTY OWNER Daniel C. Davis SOIL DESCRIPTION REPORT Page2of-_
oPARCEL 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 Twich
1 0-13 10 r3 3 none sil 2msbk mfr
Cfw 2f .5 .6
2 13-32 10yr4/4 none sicl lcsbk mfr gw if .2 .3
Ground 3 32-42 7.5yr4/4 none sl lcsbk mvfr gw na .5 .6
elev.
10n-fiff 4 42-84 7.5yr4/6 none 1 fs Osg mvfr na na .5 .6
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-12 10yr3/3 none sil lcsbk mfr gw 2f
4 2 12-28 10yr4/4 none sil lcsbk mfr yw if .2 :.3
3 28-84 7.5yr4/6 none is sOg mvfr na na .7 :.8
Ground
elev.
100.3t.
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-14 10yr3/3 none sil lcsbk mfr cs 2f .2 .3
5<; 2 14-36 10yr4/4 none sil lcsbk mfr gw if .2 .3
3 36-84 7.5yr4/4 none ms Osg mvfr na na .7 .8
Ground
elev.
100.6 ft.
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 Sw4SW4 S6-T29N-R19w New Richmond, WI 54017
MPRSW-3254 town of St. Joseph (715) 246-6200
lot #15-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 SW lot stake C el. 100'
Alt. BM.= nail in dorner post C el. 102.80'
1,10 N
I
5A n no 001
t $
3
J4`
Gary L. Steel
7-25-98