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wiscbrisinDepartment ofCommerce 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'h 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 location and distance to nearest road. Parcel I.D.#
0/ J, ztf z~
APPLICANT INFORMATION - Please ~ff~o fc~r ilalt~on. ReviewDate
Personal information you provide may be used fors OSesPricy LaW,s. 15.04 (1) (m)). ~T>- Jv~ L~
Property Owner r? operty Location
Humbird L o oration1 t GQ Lot n/a SE 1/4 NW 1/4 S 20 T 29 N,R 17 W
Pro Hers Mailing Address , Lot LBlock # Subd. Name or CSM# 332 Minnesota Street, East 14014 /a Hammond Oaks SM Addition
City State \e ip Oode PhogeNuftif ' City Village MTown Nearest Road
Saint Paul MN $~O1 6511B Hammond 160Th Street
New Construction liWdeh#al-t_.NumM 0 s 3 [Addition to existing building
❑ Replacement Use: E] Public dr,*rfielrcial<'de' ' e
Code Derived daily flow 450 gpd Recommended design loading rate •5 bed, gpdtft2 .6 trench, gpdtft2
Absorption area required 900 bed, ft2 750 trench, ft-1 Maximum design loading rate .5 bed, gpdtft2 .6 trench, gpd/ft2
Recommended infiltration surface elevation(s) along 99.0' contour ft (as referred to site plan benchmark)
Additional design / site considerations BM 2= 97.0
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 ®S ❑ U ❑ S M U ❑ S M U ❑ S ®U ❑ S® U
SOIL DESCRIPTION REPORT
Boris Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2
9# in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 1 0-9 10yr3/2 none sil 2msbk mvfr as lf,lm 0.5 0.6
2 9-16 _ 10yr4/4 none sil 2msbk mvfr cw if 0.5 0.6
Ground
elev 3 16-21 7.5yr4/4 none sil 2msbk mvfr cw - 0.5 0.6
- - -
97.0'ft 4 21-24 7.5yr4/6 none gr. sil 2msbk mfr cw - 0.5 0.6
m2-3p 10yr7/2
Depth to 5 24-35 7.5yr4/6 7.5yr5/8 gr. sil 2msbk mfr - - 0.5 0.6
limiting
factor
24" - -
Remarks:
2 1 0-9 10yr2/2 none sil 2msbk mvfr as 2f,lm 0.5 0.6
2 9-14 10yr3/3 none sil 2msbk mvfr cw if 0.5 0.6
Ground 3 14-21 7.5yr4/4 none sil 2msbk mvfr cw - 0.5 0.6
elev
99.3' ft 4 21-25 7.5yr4/6 none sil 2msbk mfr cw - 0.5 0.6
Depth to 5 25-35 7.5 4/6 c2-3p 10 7/2 - -
yr 7.5yr5/8 sil 2msbk mfr 0.5 0.6
limiting - - -
factor
25*
Remarks:
CST Name (Please Print) Signature: Telephone No.
Tom Gustum715-658-1344
Address Gustum Septic Service Date CST Number Ref#
N13450 937th St., New Auburn, W1 54757 2/29/00 227618 1172
PROPERTY OWNER: xumbird LwW Coroom ion___.__ SOIL DESCRIPTION REPORT t t~z Page of 3 -
PARCEL LD.# Gusu m Septic Service
Horizon Depth Dominant Color Mottles Texture Structure sistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
3 1 0-8 10yr2/2 none sil 2msbk mvfr as 2f,lm 0.5 0.6
2 8-12 10yr3/3 none sil 2msbk mvfr cw if 0.5 0.6
Ground -
elev 3 12-25 7.5yr4/4 none sil 2msbk mfr cw - 0.5 0.6
97.V It 4 25-35 7.5yr4/6 7map.5 yr5/8 ~/g 1 gr. scl 2msbk mfi - - 0.4 0.5
Depth to - - -
limiting
fardor -
25'
Remarks:
Ground
elev
Depth to - -
limiting
factor
Remarks:
Ground -
elev
i
Depth to
limiting - -
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
L
~ o
F
b
0 ~ Q
1
C~
0
C
a
Cl
CP
C~ ~ tic n ~ S
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