HomeMy WebLinkAbout020-1327-20-000
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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
St. Croix
Attach complete site plan on paper not less fthan 1 UP, in size. Plan must include, but PARCEL I.D. #
not limited to vertical and horizontal referenj rectfon % of slope,scale or
dimensioned, north arrow, and location an e t nearest road- 020-1327-70
REVIEWED Y DATE
APPLICANT INFORMATION-PLE ~ir fi3%'l ORMATION
PROPERTY OWNER: - i PROPERTY LOCATION
Bridgeland Dev. Co. :g GOVT. LOTNE 1/4 SE 1/4,S 29 T 29 AR 19 {f(or) W
PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
11736 117th. St.` ,30 na St. Croix Estates Second Addn.
CITY, STATE ZIP CO PH MBER❑CITY ❑VILLAGE [MOWN NEAREST ROAD
Lakeland, MN. 55044 (6 .9 501 Hudson Crosby Dr.
[ New Construction Use Pc ] Residential / Number of bedrooms 3 [ ] Addition to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate __1.5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required 900 bed, ft2 750 trench, ft2 Maximum design loading rate -.5 bed, gpd/ft2_trench, gpd/ft2
Recommended infiltration surface elevation(s) 100.23 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 95cS ❑ U ® S ❑ U ❑ S [RU ❑ S ® U
SOIL DESCRIPTION REPORT
Boring # Depth Dominant Color Mottles T exture Structure Consistence Baurtdary Roots GPD/ft
Horizon
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-12 10yr3/2 none 1 2msbk mfr cs 2f .2 12-28 7.5yr4/4 none sil lcsbk mfr gw if Ground
3 28-68 7.5yr4/4 none lfs 2mgr mvfr gw na elev. 4
102.9Q 68-84 5yr4/4 none sl lfsbk mfr na na .4 :.5
Depth to
limiting
factor
84"
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
CST Name:--Please Print Gary L. Steel Phone: 715-246-6200
Address: 1554 20001. Ave. N w Ri mond WI 54017
Signature: Date: 10-20-97 CST Number: m02298
PROPERTY OWNER SOIL DESCRIPTION REPORT Page_pf
PARCEL I.D. #
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourbary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
4ii:•::w: n:.: i
Ground
elev.
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 Bridgeland Dev. Co. 1554 200th Ave.
CSTM2298 NE 4SE 4 S29-T29N-R19W New Richmond, W1 54017
MPRSW 3254 town of Hudson (715) 246-6200
lot #30-St. croix Estates
N
BM.= top of mid-lot survey stake @ el. 100,
system to be 5' from lot line-system requires 150, of trench
~10
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7
Gary L. Steel
1b-20-97