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11 ` /SCO S OIL EVALUATION REPORT 71#1672
Department o ommerce i accordance with Comm 85, Wis. Adm. C;$ P M, ' Page 1 of 4
Schmitt Soil Testing, Inc.
Division of Sa and Buildi~g!~
County
Attach complete sit Ian o►i paper not N do 8' 1 inches in size. Plan must St. Croix
include, but not limit to: v c@)k R ce point (BM), direction and
percent slope, scale r dime ~C location and distance to nearest road. Parcel I.D.
.
e print all information. Lot 9 W.V.E Re jDte
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 NW1/4, SW1/4, S29, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
P.O. Box 2143 g Whisper Valley Estates
City State Zip Code Phone Number City Village ® Town Nearest Road
El Granada CA 94018 650-678-4823 St.Joseph 134Th Ave.
❑ New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
[A Replacement ❑ Public or commercial - Describe:
Parent material Outwash ( Hubbard loamy Flood plain elevation, if applicable NA ft.
General comments
and recommendations: Area 1 is suitable for a conventional system w/ 0.4 gpd/sqft rate. Install chambers shallow at a depth of
12" below grade with the contour and cover w/ a least 12" of soil.
F-11 Boring # ❑ Boring
® Pit Ground surface elev. 101.88 ft. Depth to limiting factor 50 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/3 none sl 2mgr mvfr Cs 2m,2f .6 1.0
2 13-34 10yr4/4 none Ifs lcsbk mvfr gw 2m,2f .5 1.0
3 34-50 10yr5/6 none Ifs lcsbk mvfr gw 2f .5 1.0
4 50-58 10yr6/4 5yr6/2 fs Om mfi cs .2 .5
5 58-72 2.5y5/3 m3p 5yr6/8 scl Om mfi 0.0 0.0
7.5yr6/2
2 ] Boring # ❑ Boring
❑ Pit Ground surface elev. 101.88 ft. Depth to limiting factor 74 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/3 none sl 2mgr mvfr gw 2m,2f .6 1.0
2 11-28 10yr4/3 none ifs lcsbk mvfr gw 2f,lvf .5 1.0
3 28-74 10yr5/6 none fs Osg ml Cs 1vf .5 1.0
4 74-84 7.5yr5/6 c2d 10yr6/8 fs Osg ml CS 5 1.0
10yr6/2
5 84-96 2.5y5/3 m3p 5yr6/8 scl Om mfi 0.0 0.0
7.5yr6/2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS .5_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 11/28/2011 715-247-2941
ssD-8330 (F L07/00)
Prbperty Owner Loegering, Keith & Kirsten Parcel ID # Lot 9 W.V.E. Page 2 of 4
• ] Boring # Boring
® pit Ground surface elev. 97.05 ft. Depth to limiting factor 51 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
1 0-10 10yr3/3 none sl 2mgr mvfr gw 2m,2vf .6 1.0
2 10-33 10yr4/63 none sl 2msbk mfr gw 2f,1vf .6 1.0
3 33-51 none sl lmsbk mfr gw 1vf .4 .7
4 51-74 7.5yr4/4 c210yr6//22/8 fsl Om mfr .2 .5
Boring # [I Boring
F-1 [I 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1#1 •Eff#2
❑ 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/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
I
" Effluent #1 = BODS> 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 (8.07/00) sdwa Sod Teswv, im
Page 3 of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Keith & Kirsten Loegering
Thomas J. Schmitt, CST 227429 Address: P.O. Boa 2143
1595 72nd St. City, State, Zip: El Granada, CA 94018
New Richmond, WI 54017
Phone: 715-7 0-1978 Subdivision: Whisper Valley Estates
5ig~,re Lot No.: 9
Daft 11-a 2 ~ Legal Description: NW1/4 SW1/4 S29 T30N R19W
® Backhoe Pit Township, County: St. Joseph, St. Croix County
S Bench Mark 1 El. 100.00' To of 1" vc pipe
Bench Mark 2 El. 104.74' Top of 2" pvc pipe
Slope= 16%
1"=40'
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This Soil & Site Evaluation Report was com~ieiea m fulfill a 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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