HomeMy WebLinkAbout018-1087-84-000
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 point (BM), direction and St. Croix
percent slope, scale or dimensions, north arrow, and locatbnandi istance to nearest road.
Parcel LD.# -7V
APPLICANT INFORMATION - Pleas pp►)f` ail rrtonnadon. Reviewed BY J C Date
Personal information you provide may ~ be used for second:Y Pu (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Humbird Land Corporation Govt Lot n/a SE 1/4 NW 1/4 S 20 T 29 N,R 17 W
Property Owner's Mailing Address , Lot # Block # Subd. Name or CSM# sy--
332 Minnesota Street, East 1404-- na Hammond Oaks 10) Addition
o MT wn Nearest Road %6 3 / NW~
Ci
ode Village
city zip- State ' b Phone 'ty
~ I~r ❑
Saint Paul MN 5 , 65t18St?__ Hammond ~ _ t6nTI Stn
❑ New Construction Use: Resk*,%l M umber 61' beilro6 is 3 ❑Addition to existing building
❑ Replacement ❑ Public or ommiraE cribs
Code Derived daily flow 450 gpd Recommended design loading rate .5 bed, gpdff .6 trench, gpd/ft2
Absorption area required 900 bed, ft2 750 trench, ft' Maximum design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Recommended infiltration surface elevation(s) along 97.7' contour It (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 D ® S11 u ❑ S M U ❑ S I ❑ S M U ❑ S® U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ft2
Boring# Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consisten Boundary Roots Bed Trench
1 1 0-9 10yr3/2 none gr. sil 2msbk mvfr as lf,lm 0.5 0.6
2 9-15 7.5yr4/4 none gr. sil 2msbk mfr cw if 0.5 0.6
Ground 3 15-23 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.5 0.6
elev _ -
97.3' ft 4 23-31 .5yr4/6 none gr. Is lmsbk mvfr cw - 0.7 0.8
c2-3d 10yr7/2
Depth to 5 31-40 7.5yr4/6 L 7.5yr5/8 gr. Is 2msbk mvfr - - 0.7 0.8
limiting
factor
Remarks: 1. Few bands of 7.5yr4/41s.
2 1 0-10 10yr3/2 none sil 2msbk mvfr as lf,lm 0.5 0.6
2 10-15 10yr3.4 none gr. sil 2msbk mfr cw if 0.5 0.6
Ground 3 15-22 7.5yr4/6 none gr. A 2msbk mfr cw - 0.5 0.6
elev - -
95.T ft 4 22-29 yr4/6 none gr. Is lmsbk mvfr cw - 0.7 0.8
c2-3d 10~yr7/2
Depth to 29-40 7.5yr4/6 1. 7.53n /8 gr. is 2msbk mvfr - - 0.7 0.8
limiting - -
factor
29"
Remarks: 1. Few bands of 7.5yr4/4 Is.
CST Name (Please Print) Signature: Telephone No.
Tom Gustum 715-658-1344
Address Gustum Septic Service Date CST Number Ref#
N 13450 937th St., New Auburn, W1 54757 2/28/00 227618 1168
PROPERTY OWNER. Humbird Land Corporation - SOIL DESCRIPTION REPORT ~~ss Page _2 'of ' 3 `
PARCEL I.D.# Gustum Septic Service
Depth Dominant Color Mottles Strucbure GPD/ftz
Horizon in. Munsell Qu. Sz. Cont Color Texture Gr. Sz. ~slstence Boundary Roots
Bed Trench
3 1 0-8 10yr3/2 none sil 2msbk mvfr as lf,lm 0.5 0.6
2 8-14 10yr3.4 none gr. sil 2msbk mfr cw if 0.5 0.6
Ground
elev 3 14-21 10yr5/4 none gr. sil 2msbk mvfr cw - 0.5 0.6
973 ft 4 21-27 7.5yr4/6 none gr.sl 2msbk mvfr cw - 0.5 0.6
Depth to c2-3d 10yr7/2
limiting 5 27-40 7.5yr4/6 1. 7.5yr5/8 gr. sl 2msbk mfi 0.5 0.6
factor - -
27
Remarks. 1. Few bands of 7.5yr4/4 sl.
Ground - - - - -
elev
-
Depth to
limiting
factor -
Remarks:
Ground - F--
elev
Depth to
limiting
factor - -
Remarks:
I
Ground
elev
Depth to
limiting
factor
Remarks:
IL
.Se /vk/ Sa.20 .,?9 AJ 9 17 t,/Ks r
?ow-jn aF Yeamft%one~ St Cro~'x COvw,4y~ vJ~
cam/ Cs .Z.2 76 / ra ocJ ko ci J
T~
~a~1aS~d - Cm~ ~ 1
®r8/~1 1= E-4 /no, a` 7c p
&)-".<n ra4+
loos e-
.
cem4ov.- yell oto - €'L= ?7,3'
tvr►}air
Wl~k~cr-
ol~~ Vt soy l veori o? 5
a(A
B-3
By
3
$M2
Ale