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Wiscopsin.DepartmentofCommerce 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 I nd distance to nearest road. Parcel I.D.# _
APPLICANT INFORMATION - p/ e /11L on. 7
Reviewed B te
Personal information you provide may be used f ary pu es (Privacy L I\s. 15.04 (1) (m)). Pa
Property Owner roperty Location C~
Humbird Land Corporation vt. Lot n/a SE 1/4 NW 1/4 S 20 T 29 N,R 17 W
Property Owners Mailing Address Ut # Block # Subd. Name or CSM# js f-
332 Minnesota Street, East 14 1
4
I'a /1 4; 13 n/a 1 Hammond Oak&-200 Addition
City State *Code P4~66~6fer city ❑ Village Town Nearest Road
Saint Paul MN 141 427-_F9§~5~ Hammond 160Th Street
❑ New Construction Use: R (01 frb Dons 3 ❑Addition to existing building
❑ Replacement ❑ Public o escribe
Code Derived daily flow 450 gpd Recommended design loading rate .5 bed, gpd/fF .6 trench, gpd/W
Absorption area required 900 bed, f12 750 trench, ft2 Maximum design loading rate .5 bed, gpdfft2 .6 trench, gpol1112
Recommended infiltration surface elevation(s) along 96.6' contour ft (as referred to site plan benchmark)
Additional design / site considerations BM 2 = 96.95'
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 M U H S❑ U ❑ S❑ U ❑ S® U ❑ S® U ❑ S M 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 0-9 10yr2/2 none sil 2msbk mvfr as 2f,lm 0.5 0.6
2
9-15 10Yr3/2 none sil 2msbk mvfr cw if 0.5 ~ 0.6
Ground
elev 3 15-20 10yr4/4_ none sil 2msbk mvfr cw - 0.5 0.6
- -
96.95' ft 4 20-30 10yr4/6 none gr. sil 2msbk mvfr cw - 0.5 0.6
Depth to 5 30-40 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.5 0.6
limiting c2-3d 10yr7/2
factor 6 40-46 7.5yr4/6 1. 7.5yr5/8 gr. sl 2msbk mfr - - 0.5 0.6
40"
Remarks: 1. Bands of 7.5yr4/4 sl.
2 _ 1 0-10 10yr3/2 none Sil 2msbk mvfr as 2f,lm 0.5 0.6
2 10-18 10yr3/3 none sil 2msbk mvfr cw if 0.5 0.6
Ground 3 18-25 10yr4/4 none sil 2msbk mvfr cw if 0.5 0.6
elev -
95.05' ft 4 25-35 10yr4/6 none gr. sill 2msbk mvfr cw - 0.5 0.6
Depth to 5 35-42 7.5 4/6 c2-3d lOvf1/2 - -
yr 7.5yr5/8 gr. sl 2msbk mfr 0.5 0.6
limiting -
factor
35"
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 3/1/00 227618 1184
PROPERTY OWNER: Humb-irdLand-corporation- SOIL DESCRIPTION REPORT -
PARCEL LD.# Page - 2-- of,- 3
Gustum Septic Service
Horizon Depth Dominant Color Mottles Structure Gpp/ft2
in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Boundary Roots
Bed Trench
3 1 0-8 - 10yr3/2 none sil 2msbk mvfr as 2f,lm 0.5 0.6
2 8-15 7.5yr4/4 none sit 2msbk mvfr cw 1 f 0.5 0.6
Ground - -
elev 3 15-19 7.5yr4/6 none gr. sil 2msbk mvfr cw - 0.5 0.6
96.95' ft 4 19-26 7.5yr5/6 none gr. sl 2msbk mfr cw - 0.5 0.6
Depth to c2 -3d 10yr7/2
limiting 5 26734 7.5yr5/6 7.5yr5/8 gr. scl 2msbk mfi - 0.4 0.5
factor
26'
Remarks:
Ground -
elev
Depth to
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Depth to ,
limiting
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Remarks:
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factor - - -
Remarks:
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