HomeMy WebLinkAbout030-2027-70-000 (3)
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28288 McKenzie
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The Department of Commerce is an equal opportunity
cservice provider ontact the department at 608-2166..3151eor a1"fY 608 264-87'17. services or _
need material in an alternate format, please
`l Pt~iN c~:a!' p.1 FOGERTY PLUMBING & PERK TESTING °"-s'~~ m~
2473 Rolling Green Rd.
Spooner, WI 54801
(715) 468-7000 u"'Y
Cell (715) 416-0000
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-Aisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT
Labor and Human Relations eOf 3
Division of Safety & Buildings
in accord with ILHR 83.05, Wis. Adm. Code
CO
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or P AR65L I.D.#
dimensioned, north arrow, and location and distance to nearest road..,
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION ,n"- DAT
PROPERTY OW ~ / PROPERTY LOCATION
Rene Vickerman 014- (ti ] qq I GOVT. LOT NE 1/4 v4,S 2 ( N R ~5r) W
PROPERTY OWNER':S MA11-IN LOT # BLOCK # SUBD. NAME OR CSM #
Box 68 1 L/ ~vv~ na na na
CITY, STATE ZIP CODE 1WHONE NUMBER ❑CITY ❑VILLAGE EaOWN NEAREST ROAD
Wyoming, MN. 55092 ( ) na St. Josenh Trianale Dr.
[ J New Construction Use [x J Residential / Number of bedrooms. 3 Additign t istin buildi
} Replacement [ j Public or commercial describe ,tj Code derived daily flow 450 gpd Recommended design loading rate bed, gpd/ft2 ench, gpd/f:2
Absorption area required 375 bed, ft2 375 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 •5 trench, gpd/ft2
Recommended infiltration surface elevation(s) 99.7 (as referred to site plan benchmark) '
Additional design / site considerations na Q CSfiYP~v'J sj S ~dJ/~i
- Wit-
Parent material limestone uplands Flood plain elevation, if applicable na
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN L HOLDING TANK
U = Unsuitable fors stem ❑ S ®U ®S ❑ U ❑ S ®U ❑ S ®U I ❑ S CCU I ❑ S U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure I GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. ShConsistence Boundary Roots Bed T-mr
.
1 0-11 10 r3/2 none 1 2msbk mfr gw 2f .5 .6
1
2 11-25 10yr4/4 none sicl 2msbk mfr gw if .4 .5
Ground 3 25-40 7.5 r5/6 none fractured Limestone
elev.
97.7 ft. achine iel s 40"
Depth to
limiting
factor
25"
Remarks:
Boring #
» 1 0-10 10 r3 2 none 1 2msbk mfr 2f .5 :.6
2
2 10-2 10 r4/4 none scl 2msbk mfr gw if .4.5
Ground 3 20-30 7.5 r5/6 none Fractured Limestone
9 el . ft 30" machine ie ds
Depth to
limiting
factor
20"
Remarks:
CST Name--Please Print Gary L. Steel P no: 15-246-6200
Address: 1554 200th. Ave. New Richmond. wi 94ni -7 10-10-9
Signature: ate: CST Number-.M022%
PROPERTY OWNER Rene Vickerman SOIL DESCRIPTION REPORT Page '2 of,:;_
PARCEL I.D. # ty) 7- 70
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence ~Bourdary I Roots GPD/ft
in. I Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bed iTrerich
3 1 0-7 10 r3/2 none 1 2msbk mfr gw 2f .5i.6
2 7-17 10yr4/4 none scl 2msbk mfr gw if .41
Ground 3 17-25 7.5 r5 6 none F.rac ured Lim stone
elev.
97.7 ft. 25" machine yields
Depth to
limiting
factor
17"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor i
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Rene Vickerman 1554 200th Ave.
CSTM2298 NE4SW4 S22-T30N-R20w New Richmond, WI 54017
MPRSW 3254 town of St. Joseph (715) 246-6200
1
1"=40'
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Gary L. Steel
10-10-95