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Wis;onsin Department of Industry,. SOIL AND SITE EVALUATION REPORT Page 1 of 3
r Labor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
1 COUNTY
S
Attach complete site plan on p 4 r not le St. Croix
ss than 1!2 x 11 inches in size. Plan must include, but PARCEL I.D. #
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or
dimensioned, north arrow, and location and distance to nearest road. 01/0 ' d Q 1 -
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIE B - DATE
PROPERTY OWNER: PROPERTY LOCATION Q
Mark Rivard GOVT. LOT SE 1/4 NW 1/4,S 1 T ~L N,R 19 X W
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM
1800 Aspen Drive, # 101 - - NA U AnZA)
CITY, STATFIudson WI 54016 ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE ETOWN NEAREST ROAD
' (715) 386-1245 Troy Tower Road
[X] New Construction Use [ X] Residential / Number of bedrooms 3 [ ] Addition to existing building
I ] Replacement [ ] Public or commercial describe
Code derived daily flow 450 gpd Recommended design loading rate .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 .6 trench, gpd/ft2
Recommended infiltration surface elevation(s) NA ft (as referred to site plan benchmark)
Additional design / site considerations install 5' x 75' rock bed mound w/ 1' sand fill beneath upslope edge of rock bed
Parent material loess over till 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 ~jr]U >0 S ❑U ❑S ®U ❑S )Q U ❑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 ? 1 0-1 7.5YR 3/2 - sil 2 f cr mvfr cs 2f .5 .6
2 1-16 10YR 4/3 - sil 2 m sbk mfr gs lfmc .5 .6
Ground 3 16-24 7.5YR 4/4 - sl 2 m-f sbk mfr cs if .5 .6
elev. sl o m - - - .3 .4
ft. 4 24-39 5YR 4/4 -
dense till gene ally resistant to penetration, poorly sorted w/ gr cob b w/ o casio:
Depth to al
limiting
factor
24"
Remarks:
Boring # 1 0-2 7.5YR 3/2 - sil 2 m cr mvfr cs 2f .5 .6
2 2-24 10YR 4/4 - sil 2 f-m sbk mvfr cs 1 ~ 6
. - 9
3 24-27 7.5YR 4/4 - sl 2 m sbk mfr 1f .5 Ground w/ common Gy si coats on peds
elev.
ft.
4 27-35 5YR 4/6 - sl 1 c abk mfr - •5
co Depth to I -
cou Tti'
we thered till w/ ommon Gy si coats n peds
limiting ONING FFICE
factor
5 35-42 5YR 4/6 f3d 7.5YR 4/3 sl 0 m
Remarks: dense till generally resistant to penetration
CST Name:-Please Print Phone:
Henry F. Grote 715-665-2681
Address: PO Box 57, Knapp, WI 54749-0057
Signature: G Date: 9/12/93 CST Number: 3065
PROPERTYOWNER Mark Rivard SOIL DESCRIPTION REPORT Page? Gfi 3
PARCEL I.D. # -T ,
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
0-1 7.5YR 3/2 - sil 2 m cr mvfr cs 2f .5 .6
\4}
2 1-13 10YR 4/3 -
- sil 2 f-m sbk mvfr gs 1f/m .5 .6
Ground 3 13-24 10YR 4/4 - sil 2 m sbk mvfr cs 1m .5 .6
elev. w/ casional Gy si coats on peds
ft.
Depth to 4 24-39 5YR 4/6 - sl 1 m-c abk mfr cs - .4 .5
limiting weathered till w/ common Gy si c ats on p ds & occasi al massive si depo its
factor
39"
5 39-42 5YR 4/6 - sl 0 m - - - .3 .4
Remarks: dense till - resistant to penetration
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)
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