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wiscoftin 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 point (BM), direction and St. Croix
percent slope, scale or dimensions, north arrow, and loc%iorr-andxlrstepce to nearest road.
Parcell.D.# J
APPLICANT INFORMATION - Please**) all Info
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Personal information you provide may be used for set;gndary purposes,lPrivacy Law, s. 1504 (1) (m)). Reviewed By Date
yr
Property Owner i Property Location
Humbird Land Corporation Govt. Lot na SE 1/4 NW 1/4 S 20 T 29 N,R 17 W
Property Owner's Mailing Address Lot # Block # rSubd. Name or CSM# f S t
332 Minnesota Street, East 1404 a Hammond Oaks4W Addition
City State Zip-Code PhoneNkimber° D'Pty ❑ Village MTown Nearest Road
Saint Paul MN 55101 . 654'22Hammond 160Th Street
❑ New Construction Use: ❑ ResiderrI141 N mbet of beer ' s 3 ❑Addition to existing building
Replacement Public or commerlial-tkcribe
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) Along 96.5' contour It (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 It
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 E ❑ S® U
SOIL DESCRIPTION REPORT
BoDepth Dominant Color Mottles Texture Structure GPD/ft2
Consistence Boundary Roots
nng# Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed ;Trench
1 1 0-7 10yr3/2 none sit 2msbk mvfr as 2f,lm 0.5 0.6
2 7-11 10yr3/4 none sill 2msbk mvfr cw if 0.5 0.6
Ground 3 11-18 10yr5/4 none sil 2msbk mvfr cw - 0.5 0.6
elev
96.9' ft 4 18-27 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.5 0.6
Depth to 5 27-34 7.5yr4/6 none gr. sl 2msbk mvfr cw - 0.5 0.6
limiting c2-3d 10 7/2
factor 6 34-40 7.5yr4/6 1. 7.5y~ g gr. sl 2msbk mfr - - 0.5 0.6
34'
Remarks: 1. Bands of 7.5yr4/4 A
2 1 0-9 10yr3/2 none sil 2msbk mvfr as 2f,lm 0.5 0.6
2 9-15 10yr4/4 none sil 2msbk mvfr cw if 0.5 0.6
Ground 3 15-24 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.5 0.6
elev
m3 10 7/1
- -
9,ft 0.5 0.6
424. 7.5yr4/6 7p5yr5/8 gr. sil 2msbk mfr
Depth to
limiting -
factor
24'
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, WI 54757 2/29/00 227618 1171
PROPERTY OWNER. Humbird Land corporation SOIL DESCRIPTION REPORT Page 2 of '3
PARCEL LD.# Gustum Septic Service +
Depth Dominant Color Mottles Structure GPD/ttz
Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz sistenceboundary Roots -Bed - Trench
3 1 0-8 10yr3/2 none- sit 2msbk mvfr as 2f,lm 0.5 j 0.6
2 8-14 10yr3/4 none sil 2msbk mvfr cw if 0.5 0.6
Ground - - - -
elev 3 14-19 7.5yr4/4 none gr. sil 2msbk mvfr cw - 0.5 0.6
96.9' ft 4 19-25 7.5yr4/6 none gr. sill 2msbk mfr cw - 0.5 0.6
Depth to c2-3d 10yr7/2
limiting 5 25-35 7.5yr4/6 7.5yr5/8 gr. sil 2msbk mfr - - 0.5 0.6
factor
25'
Remarks:
Ground - -
elev
Depth to
limiting
factor -
Remarks:
Ground - -
elev
Depth to -
limiting _
factor
I
Remarks:
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Ground - -
elev
Depth to
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factor - -
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