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Nvisconsk`$OI EVALUATION REPO D #1665 RLCM
Department of ComT,pape~I~U'Ie4 in acres ance with Comm 85, Wis. Adm. Page 1 of 4
P Division of Safety angs Schmitt Soil Testing, Inc.
;1 County
Attach complete site plai6ah11 in es in size. Plan must St. Croix
include, but not limited tandnce int (BM), direction and
percent slope, scale or dkh and distance to nearest road. Parcel I.D.
itl,ilC ZO N Fr° Lot 4 W.V.E.
P n. Rea Da
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 4 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 Series) Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 95.23' based off contourline established at
94.39'. Slope of area is 23%. Depth to limiting factor is 26".
F 1-1 Boring # Boring
❑ Pit Ground surface elev. 96.54 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#1 •Eff#2
1 0-9 10yr3/3 none sl 2mgr mfr a 2m,2f .6 1.0
2 9-16 10yr4/4 none grsl 2fsbk mfr gw 2f,ivf .6 1.0
3 16-29 7.5yr4/4 none SI 2msbk mvfr gw 2f,2vf .6 1.0
4 29-53 7.5yr4/6 c2d 7.5yr6/8 grsl imsbk mfr gw 2f,ivf .4 .7
7.5yr6/2
5 53-88 10yr5/3 m3p 5yr6/8 sil 1fsbk mfr 4c 6
7.5yr6/1
F--
2 Boring # ❑ Boring
Pit Ground surface elev. 95.74 ft. Depth to limiting factor 26 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/fts
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2
1 0-7 10yr3/3 none SI 2mgr mvfr cs 2m,2f .6 1.0
2 7-26 7.5yr4/6 none grls icsbk mvfr gw 2f,2vf .7 1.6
3 26-47 10yr5/2 m 2d 5yr6/6 sil imsbk mfr gw 1vf .4c .6
4 47-64 7.5yr5/6 c2d 10yr6/8 girls icsbk mfr Cs 7 1.6
10yr6/1
5 64-78 2.5y5/2 m2d 10vr16/6 Sil Om mfr 0.0 0.2
• Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 <_30 mg/L and TSS S30 mg/L
CST Name (Please Print) Signature: CST Number
227429
Thomas J. Schmitt
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 (x.07/00)
Property Owner Loegering, Keith & Kirsten Parcel ID # Lot 4 W.V.E. Page 2 of 4
F3jBoring # ❑ Boring
® Pit Ground surface elev. 89.69 ft. Depth to limiting factor 32 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 0-8 10yr3/3 none sl 2mgr mfr Cs 2m,2f .6 1.0
2 8-22 10yr4/3 none fsl 2fsbk mfr gw 2m,2f .4 .8
3 22-32 10yr4/4 none sl lmsbk mfr gw ivf .4 .7
4 32-64 10yr5/3 m 7.5yr6/1 sil lfsbk mfr .4c .6
❑ 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
F-1 Boring # ❑ Pit 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. *Eff#1 *EfW
* 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) sdnyi t Shc Testlng, bx.
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: Ell Granada, CA 94018
New Richmond, WI 54017
Phone: 71§5:;160-1978 Subdivision: Whisper Valley Estates
sj.naw Lot No.: 4
Data .2a Legal Description: NE1/4 SE1/4 S30 T30N R19W
■ Backhoe Pit Township, County: St. 3 St. Croix County
♦ Bench Mark 1 El. 100.00' Top of 1" pvc pipe
Q Bench Mark 2 El. 98.92' Top of 2" pvc pipe
Slope= 23% Contour Line El. 94.39' Contour Line Length 75'
1"=40'
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This Soil & Site Evaluation Report was completed to fulfill a St. Croix County Zoning requirement The I on the evaluation was
completed may or may not be suitable for your use and a new area may have to be evaluated.
• ~ PRELIMINARY PLAT OF:W..,m Pa ~
PART OF THE NW 1/4 OF THE SW 1/4, PART OF THE SW
PART OF THE NE 1/4 OF THE SE 1/4 AND PART OF THE Si
_ y ALL IN T30N, R19W,_TOWN OF ST. JOSEPH, ST. C
a, D1
_l 44 `%t-N' 853. ;
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r~ - CTION 30 Q15' WIDE PROTECfIVE 'VEST 1A O
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r f `'i 53 -y 2(5)(d} € y r I SECTION 30, SECTION 29 1 f
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