HomeMy WebLinkAbout018-1087-83-000 (2)
Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3
Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code
Gustum Septic Service
Attach complete site plan on paper not less than 8%2 x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference pant (BM), direction and St. Croix
percent slope, scale or dimensions, north arrow, and ~ distance to nearest road. Parcel I.D.# rid
APPLICANT INFORMATION - Ple e,, rW all informs n. Review /
Personal information you provide may be used ft e 566ry purpose 1(privacy Law, s. 15.04 (1) (m)). t C ~ ' , Date
Property Owner jG0vt. perty Location cam/
Humbir Co oratio Lot n/a SE 1/4 NW 1/4 S 20 T 29 N,R 17 W
Owner's Mailing Address # Block # Subd. Name or CSM# 332 Minnesota Street East 14 n/a Hammond Oaks-IM Addition
City State nip Code, PIONellm= pber City ❑ Village ❑ Town Nearest Road
Hammond 160Th Street
531 ~
❑ New Construction ❑ Re ' °n~ 71v'! rn ooms 3 ❑Addition to existing building
❑ Replacement Use: ❑ public or escribe
Code Derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/ft2 .6 trench, gpolftz
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) along 96.7' contour ft (as referred to site plan benchmark)
Additional design / site considerations BM 2 = 96.9'
Parent material ground moraines Flood lain elevation, if applicable n/a ft
S=Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U=Unsuitable for system ❑ S ®u ❑ S ❑ U ❑ S ® u ❑ S ® u ❑ S ®u ❑ S ® U
SOIL DESCRIPTION REPORT
Borin Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
g# Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 1 _0-8 10yr3/2 none _ sil 2msbk mvfr as 1f,lm 0.5 0.6
2 8-17 10yr3/4 none sil 2msbk mfr cw if 0.5 0.6
Ground 3 17-23 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.5 0.6
elev
96.9' ft 4 23-30 .5yr4/6 none gr. sil 2msbk mfr cw - 0.5 0.6
Depth to 5 30-40 7.5 4/6 1. c2-3d 10 7/2 -
Yr 7.Syr5 8 sl 2msbk mvfr - 0.5 ' 0.6
limiting
factor
Remarks: 1. Few bands of 7.5yr4/4 sl.
2 1 0-7 10yr3/2 none sil 2msbk mvfr as 1f,lm 0.5 0.6
2 7-14 10yr4/4 none gr.sil 2msbk mvfr cw if 0.5 0.6
Ground 3 14-20 7.5yr4/4 none gr. A 2msbk mfr cw - 0.5 0.6
elev -
96.1' ft 4 20-25 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.5 0.6
Depth to 5 25-35 7.5 4/6 c2-3d 10 7/2 -
yr 7.Syr5 8 gr. sl 2msbk mfi - 0.5 0.6
limiting -
factor
Remarks:
CST Name (Please Print) Signature: Telephone No.
Tom Gustum 715-658-1344
Address Gustum Septic Service Date CST Number Ref#
N13450 937th St., New Auburn, W1 54757 2/28/00 227618 1169
PROPERTY OWNER. xumbirdLand Corrporation-_-___ SOIL DESCRIPTION REPORT piss
PARCEL I.D.# Page 2 of 3
- - Gustum septic service
Horizon l?pth Wminant Color Mottles Texture Structure sistence Boundary Roots GPD/ tz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
3 1 078 10yr3/2 none sil 2msbk mvfr as If,lm 0.5 0.6
2 8-17 10yr3/4 none sil 2msbk mfr cw if 0.5 0.6
Ground - - -
elev 3 17-23 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.5 0.6
96.9' ft 4 23-34 7.5yr4/6 none gr. S11
2msbk mfr cw - 0.5 0.6
Depth c2
5 34-45 7.5 4/6 7.5r5/8 10y/2
sl 2msbk mfi - - 0.5 0.6
limiting Y-
factor -
34'
Remarks:
Ground - -
elev
Depth to
limiting
factor
Remarks:
Ground -
elev
Depth to
limiting
-
factor
Remarks:
Ground
elev
Depth to - - -
limiting
factor - -
Remarks:
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