HomeMy WebLinkAbout030-1088-60-006(3)
14sconS ~SOI EVALUATION REPO 1 of# 4~
Department of Com rce i~ acxo nce with Comm 85, Wis. Adm. P 1 Page
Schmitt Soil Testing, Inc.
Division of Safety and uildings
County
Attach complete site plan o paper Md} ss t $ " in size. Plan must St. Croix
include, but not limited to: v 'cal a ~hr?►ii1 nt (BM), direction and
percent slope, scale or dime ions ovation and distance to nearest road. Parcel I.D.
Lot 3 W.V.E.
Plea all information. evie Da Gj
Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)).
Property Owner Property Location
Loegering, Keith & Kirsten Govt. Lot NE1/4, SE1/4, S30, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
P.O. Box 2143 3 Whisper Valley Estates
City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road
El Granada CA 94018 650-678-4823 St.Joseph 39Th St.
❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived "design flow rate 450 GPD/
❑ Replacement ❑ Public or commercial - Describe: ~ ~ ~r /r~❑ Yy Ik
Parent material Glacial till (Amery-Cromwell Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is sui System elevation is 98.22' based off contour line established at
97.63`. Slope o area is 23°0. epth to limiting factor is 29".
F-1 I Boring # ❑ Boring
® Pit Ground surface elev. 97.78 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
1 0-5 10yr3/3 none sl 2mgr mvfr a 2c,2f .6 1.0
2 5-12 10yr5/3 none fsl icsbk mfr gw 2m,2f .4 .8
3 12-20 7.5yr4/6 none scl 2fsbk mfr gw 2m,2f .4 .6
4 20-30 7.5yr5/6 none sl lmsbk mfr gw 2f .4 .7
5 30-56 7.5yr4/4 c2d 5yr6/8 sl Om mvfi a 2 6
5yr6/2
6 56-78 10yr6/3 m3p 5yr6/8 sl Om mvfi 2 6
7.5 r6 2
2 Boring # Boring
❑ Pit Ground surface elev. 98.73 ft. Depth to limiting factor 29 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence FBoundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 -Eff#2
1 0-5 10yr3/3 none sl 2mgr mvfr cs 2c,2f .6 1.0
2 5-13 10yr4/4 none fsl 2fsbk mvfr w 2f lvf .4 .8
3 13-29 7.5yr4/4 none scl 2msbk mfr gw ivf .4 .6
m2d 8 sit imsbk mfr gw 1vf .4c .6
4 29-44 7.5yr5/6 10y r6/1 r6/1
5 44-72 10yr5/3 m3p 5yr6/8 sil imsbk mfr 4c 6
7.5yr6/2
" Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS s30 mg/L and TSS S_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 11/25/2011 715-247-2941
SBD-8330 (R.07/00)
n
Property Owner Loegering, Keith & Kirsten Parcel ID # Lot 3 W.V.E. Page 2 of 4
r3] Borin # D Boring
g ® pit Ground surface elev. 96.43 ft. Depth to limiting factor 29 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#t *Eff#2
1 0-6 10yr3/3 none I 2mgr mvfr CS 2m,2f .6 .8
2 6-11 10yr4/4 none sl 2msbk mfr gw 2vf .6 1.0
3 11-29 10yr4/6 none sCl 2msbk mfr gw 2vf .4 .6
4 29-68 10yr5/3 m3p 5yr6/8 sil lmsbk mfr .4C .6
7.5yr6/1
F-1 Boring # pfl Boring
Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 •042
❑ Boring # Boring
pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) SdttMlt sot Testing, Inc.
Page 3 of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Keith & Kirsten Loegering
Thomas J. Schmitt, CST 227429 Address: P.O. Box 2143
1595 72nd St. City, State, Zip: El Granada, CA 94018
New Richmond, WI 54017
Phone: 715-760-1978 Subdivision: Whisper Valley Estates
Sigraftre MU Lot No. 3
Dade !l- a?S 1~1D!/ Legal Description: NE1/4 SE1/4 S30 T30N R19W
Backhoe Pit Township, County: St. Ye St. Croix County
A Bench Mark 1 El. 100.00' Top of 1" pvc pipe
0 Bench Mark 2 El. 98.22' Top of 2" pvc pipe
Slope= 23% Contour Line El. 97.63' Contour Line Length 68'
1"=40'
,23%
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This Soil & Site Evaluation Report was completed to fulfill a St Croix County Zoning requirement The location the evaluation was
completed may or may not be suitable for your use and a new area may have to be evaluated.
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Map Accuracy Standards.
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this survey was prepared by me or
- - 2-L N - ~
nrision, that it is true and correct r
and that t am a _
Dwledge and belief,
eyor under UM Laws of the She of - J `
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