HomeMy WebLinkAbout018-1087-82-000 (2) r
-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'/ x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference 3int (W, direction and St. Croix
percent slope, scale or dimernsions, north arrow, and I iort` rid distance to nearest road. Parcel I.D.#
APPLICANT INFORMATION - pleas Ptrpp,gs',(P s. 15.04 (1) (m)). Reviewed By
Date
Personal information you provide may be used fors Ziary purppsgs.(Qfivaeq?Law, s. 15.04 (1) (m)). Reviewed B
L
Property Owner Property Location
Humbird Land Corporation Govt. Lod n/a SE 1/4 NW 114 S 20 T 29 N,R 17 W
Property Owner's Mailing Address E Lot # - ' Block # Subd. Name or CSM# f Sf-
332 Minnesota Street East 1404 t1 i , n/a Hammond Oaks 'b Addition
City State Zip C e'PhonE r0FF1 c , ° d ty ❑ Village ❑Town Nearest Road
Saint Paul MN 5510 -65 222-5555,_ Hammond 160Th Street
❑ New Construction Use: Residential ooms 3 ❑Addition to existing building
❑ Replacement ❑ Public or commercial describe
Code Derived daily flow 450 gpd Recommended design loading rate -5 bed, gpd/g2 .6 trench, gpd/ft2
Absorption
area required 900 bed, ftz 750 trench, ft2 Maximum design loading rate .5 bed, 9Pd/ft2 .6 trench, gpd/ftz
Recommended infiltration surface elevation(s) along 97.4' contour ft (as referred to site plan benchmark)
Additional design / site considerations BM 2 = 97.3'
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 N S❑ u ❑ S® U ❑ S® U ❑ S MU ❑ S IX
U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ftz
Borin Horizon Texture Consistence Boundary Roots
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 gr. sil 2msbk mvfr cw if 0.5 0.6
Ground 3 16-26 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.5 0.6
elev
97.3' ft 4 26-32 7.5yr4/6 none gr. sil 2msbk mfr cw - 0.5 0.6
c2-3d 10 7/2 - -
Depth to 5 32-40 7.5 4/6 7
yr .Syr5 8 gr. sil 2msbk mfr 0.5 0.6
limiting
factor
Remarks:
2 1 0-7 10yr3/2 none sil 2msbk mvfr - as 10m 0.5 0.6
2 7-13 10yr4/4 none gr. sil 2msbk mvfr cw if 0.5 0.6
Ground 3 13-22 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.5 0.6
elev - - -
_97.5' ft 4 22-27 7.5yr4/6 none gr. sil 2msbk mfr cw - 0.5 0.6
Depth to 5 27-35 7.5 4/6 c2-3d 10yr7/2 -
Yr c2-73d gr. sil 2msbk mfr - 0.5 0.6
limiting
factor
Remarks:
CST Name (Please Print) Signature: Telephone No.
Tom Gustum b~ 715-658-1344
Address Gustum Septic Service Date CST Number Ref#
N13450 937th St., New Auburn, WI 54757 2/29/00 227618 1170
PROPERTY OWNER, HumbirdLand Comooration___. SOIL DESCRIPTION REPORT it7o Page 2 of- 3
PARCEL I.D.# Gustum Septic Service
Depth Dominant Color Mottles Texture Structure sistence Boundary Roots GPDIft2
Horizon in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-10 10yr2/2 none sil 2msbk mvfr as lf,lm 0.5 0.6
2 10-17 10yr4/4 none sil 2msbk mvfr cw if 0.5 0.6
Ground
elev 3 17-27 7.5yr4/4 none gr. sil 2msbk mfr cw 0.5 j 0.6
-
c2-3p 10yr7/2 0.5 0.6
97.3' ft 4 27-35 7.5yr4/6 7.5yr578 gr. sil 2msbk mfr - -
Dept to
limiting - -
factor
- -
27'
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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