HomeMy WebLinkAbout010-1007-30-000 i
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Lacer 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 referen 11 9A ( ' ction and % of slope, scale or PARCEL I.D. #
1007-30
dimensioned, north arrow, and location i - lance t ad. 0 - Y DATE
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APPLICANT INFORMAAON-PL PRQ1T.ALL IN TION RE WED
Irn dl
PROPERTY OWNER: a 1 1. i P LO ATION
r r GOVT. LOT 1/4 ATE 1/4,S 3 T 0 N,R 16 f(or) W
PROPERTY OWNER':S MAILING ADD Ed LOT # BLOCK # SUBD. NAME OR CSM #
1762 250th St. ' fjRQIX na na na J
CITY, STATE EZON ~YBE ❑CITY ❑VILLAGE SOWN NEAREST ROAD
3 ( Emerald Co. Rd. 110" S
'I TT New Construction Use Pc
] Residen rooms 3 ( ] Addition existing buildi g
j ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate _.1_2 bed, gpd/ft2 .3 trench, gpd/ft2
Absorption area required n_ bed, ft2 375 trench, ft2 Maximum design loading rate .2 bed, gpd/ft2 .3 trench, gpd/ft2
Recommended infiltration surface elevation(s) 103.90 ft (as referred to site plan benchmark)
Additional design / site considerations system el. based on contour line of el. 102.90'
Parent material pitted glacial drift Flood plain elevation, if applicable na ft
I T 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 ❑ S M j U El S ® U ❑ S ® 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 0-9 _10yr 314.-- none 1 2m r mvfr cs if .5 .6
2 9-28 10 r 4/4 none scl 2msbk mfr if .4 1.5
Ground 3 28- .5 r 4 6 none sl lcsbk mvfr if .4 .5
elev.
103.61t. 4 35-60 7.5 r 4/6 c2 7.5 r 5/8 sl lcsbk mvfr na- na .4 :.5
Depth to
limiting
factor
35"
Remarks:
Boring #
1 0-11 10 r 3/4 none sl 2m r mvfr if .5 .6
L2 2 11-31 2:.~r 4 on sl lcsbk mvfr CTW if .4 .5
3 31-49 7.5yr 414 flf7.5 r 5/4 sl lcsbk mfr if .4 .5
Ground
elev.
103.7ft 4 45-60 5 r 4/4 c2 7.5 r 5/6 scl m na na na np 1PIZ
.
Depth to
limiting
fact,
Remarks: V WG
CST Name:--Please Print Gary L. Steel Phone: 715-246-6
Address: 1554 200th. ve. New Ri mond WI 54017
Signature: Date: 9-10-97 CST Number: m02298
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PROPERTY OWNER Tim Banker SOIL DESCRIPTION REPORT Page 2 of - 3.
PARCEL I.D. # 010-1007-30
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourxiary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trer&
xi: 1 0-10 10 r 3Z3 none sl 2m r mvfr if .5 .6
3
2 10-28 10 r 4/4 none scl lcsbk mfr 9w, if .2 .3
Ground 3 128-50 7.5 r 4/4 20.5 r 5/6 sic m na na na np .2
elev.
100.9 ft.
Depth to
limiting
fare ,
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
Remarks:
SBD-8330(8.05/92)
' 1 }
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STEEL'S SOIL SERVICE
Gary L. Steel Tim Banker 1554 200th Ave.
CSTM2298 Nw4NE4 S3-T30N-R16w New Richmond, WI 54017
MPRSW 3254 town of Emerald (715) 246-6200
N
1"=40'
BM.= top of 2" pvc pipe C el. 100'
Alt. BM.= survey turn pt. stake C el. 97.65' V 7,,
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Gary L. Steel
9-10-97