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NVISOIL EVALUATION REP #1676
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Department Commerce accordance with Comm 85, Wis. Adm Page 1 of 4
Division of Sa ty and Bug gm, Schmitt Soil Testing, Inc.
, t1 t t,„ County
Attach complete sit plan oh paper ~Rt`11i8 1 inches in size. Plan must St. Croix
include, but not limit to: veti~Cef ' ~p erence point (BM), direction and parcel I.D. percent slope, scale r d ow, and location and distance to nearest road.
Lot 15 W.V.E.
se print all information. eDate
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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
Properly Owner's Mailing Address Lot # Block # Subd. Name or CS M#
P.O. Box 2143 15 Whisper Valley Estates
city State Zip Code Phone Number City ❑ Village ® Town Nearest Road
El Granada CA 94018 650-678-4823 St.Joseph Highland View Road
❑ New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:
Parent material Outw ash ( Hubbard loamy Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a conventional system with 4 gpd/sgft Drate Possible system elevation for Area 1
is 95.0' (high trench) 93.5' (low trench). Slope of are ° a Boring # Boring
® Pit Ground surface elev. 97.83 ft. Depth to limiting factor 96+ 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 0-6 10yr3/3 none sl 2fsbk mfr gw 2f,ivf .6 1.0
2 6-14 10yr5/3 none sl 2fsbk mfr gw 2m,2f .6 1.0
3 14-24 10yr4/4 none sl 2msbk mfr gw 2f,1vf .6 1.0
4 24-45 10yr4/6 none Ifs lccsbk mfr gw ivf .5 1.0
5 45-96 10yr6/4 none fs Osg ml 1.0
Boring # ❑ Boring
® Pit Ground surface elev. 97.83 ft. Depth to limiting factor 97+ 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 0-5 10yr3/3 none sl 2fsbk mvfr gw 2m,2f .6 1.0
2 5-10 10yr5/3 none sl 2fsbk mfr gw 2f,ivf .6 1.0
3 10-19 7.5yr4/4 none grsl 2msbk mfr gw 1vf .6 1.0
4 19-43 7.5yr5/6 none fSl 2msbk mfr gw .4 .8
5 43-57 10yr5/6 none ifs icsbk mfr gw .5 1.0
6 57-97 10yr6/4 none fS Osg ml 5 1.0
' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS s30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt 11~ 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 11/29/2011 715-247-2941
SBD-8330 (R.07/00)
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Property Owner Loegering, Keith & Kirsten Parcel ID # Lot 15 W.V.E. Page 2 of 4
3 ] Boring # [I Boring
[X-1 Pit Ground surface elev. 90.33 ft. Depth to limiting factor 100+ in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef#2
1 0-5 10yr3/3 none SI lcsbk mvfr a 2m,2f .6 1.0
2 5-14 10yr4/4 none sl lmsbk mvfr gw 2vf .6 1.0
3 14-52 10yr6/4 none fS Osg M1 CS ivf .5 1.0
4 52-100 10yr6/4 none fS Osg ml .4 .6
t_- . - -
52"-100" has 1" bands of 7.5yr4/6 Ivfs icsbk,reduces rate of horizon.
❑ 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
❑ 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) Schmitt son Testing, Inc.
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• 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
j4 Subdivision: Whisper Valley Estates
Phone: 715-760-197
si9nMre Lot No. 15
Date Legal Description: NW1/4 SW1/4 S29 T30N R19W
® Backhoe Pit Township, County: St. Joseph, St. Croix County
® Bench Mark 1 El. 100.00' Top of 1" pvc pipe
Bench Mark 2 El. 100.03' Top of 2" pvc pipe
Slope= 20%
1"=40'
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13'71 This Soil & Site Evaluation Report was completed to fulfill a St. Croix County Zoning requirement. The location the eva u s
completed may or may not be suitable for your use and a new area may have to be evaluated.
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ff INFILTRATION NOTE:
LOTS 3.4.5,10,11,&!5 MAY BE REQUIRED TO
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