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' SO EVALUATION REP OR~Te Page 1 of 4
in a rdance with Comm 85, Wi
Division of rtment of Safety Co an roe Buildings Schmitt Soil Testing, Inc.
gi County-7 ,7.
Attach complete site plan n pap' I~SS tuna, rh$' x 111 hes in size. Plan must St. Croix
include, but not limited to: ertical t$ int (BM), direction and
percent slope, scale or di ensiorr~ a and distance to nearest road. Par I LD
P a 1 information. Re a Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 2o1
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 1 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:
Parent material Glacial till (Amery-Cromwell Flood plain levation, if applicable na ft.
General comments ~RJ V &5Xrj4Y1?nD 074Y /Vd - -CA4J Il 6F- &W,
and recommendations: Area is suitable f r a mound system. System elevation is 96.60' based off contour line established at
96.10'. Slope of area is 14%. Depth to limiting factor is 31".
F-1-1 Boring # Boring
® Pit Ground surface elev. 96.95 ft. Depth to limiting factor 35 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 0-6 10yr3/4 none SI 2mgr mvfr CS 2vf .6 1.0
2 6-25 10yr4/4 none Ifs lcsbk mvfr gw 2m,lvf .5 1.0
3 25-35 10yr5/6 none fs Osg ml gw WIF 5 1.0
4 35-56 10yr5/6 c1d 10yr6/8 Ifs icsbk mvfr gw 1vf .5 1.0
10yr6/3
5 56-64 7.5yr4/4 c2d 10yr6/6 Ifs lcsbk mfr CS 5 1.0
10yr6/2
6 64-82 10yr6/3 m3p 5yr6/8 sd Om mfr 0.0 0.0
7.5 r6 1
2]Boring # Boring
® Pit Ground surface elev. 96.70 ft. Depth to limiting factor 49 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/4 none SI 2mgr mvfr gw if lvf .6 .8-
2 11-49 10yr5/6 none fS OSg ml CS iVf .5 1.0
3 49-96 7.5yr4/4 c2d 10yr6/6 SI Om mfr 2 6
10yr6/2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_30 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 11/23/2011 715-247-2941
SBD-8330 (X07/00)
Property Owner Loegering, Keith & Kirsten Parcel ID # Page 2 of 4
Fil Borin # n Boring
g P8 Ground surface elev. 93.95 ft. Depth to limiting factor 31 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 0-10 i0yr3/4 none sl 2fsbk mvfr a 2m,2f .6 1.0
2 10-31 10yr5/6 none fs Osg ml a 2f,2vf .5 1.0
31-44 7.5yr5/4 c2d 10yr6/8 Ifs icsbk mvfr cs 1vf .5 1.0
3 10yr6/2
4 44-72 10yr6/3 m3p 7.5yr6/2 5yr6/8 Sid lmsbk mfr .2 .3
❑ 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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring # El Boring
F-1 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. *Eff#1 *Eff#2
* 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) Sd11 a SON TOWN, IrK.
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*715-7 -1978 Subdivision: Whisper Valley Estates
Signature Lot No.Date 3- Legal Description: NE1/4 SE1/4 S30 T30N R19W
Backhoe Pit Township, County: St. Joseph, St. Croix County
A Bench Mark 1 El. 100.00' Top of 1" pvc pipe
D Bench Mark 2 El. 99.33' Top of 2" pvc pipe
Slope= 14% Con our Line EI. 96.10' Contour Line Length 83'
1"=40'
R~
o 4-
yq
way
This Soil & S"Eh ` oriRe rt was completed to fulfill a St Croix Cou ping requirement. The location the evaluation was
or V y not be suitable for your use and a new ~lfea may have to be evaluated.
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