HomeMy WebLinkAbout030-1088-60-006(10)
#1673
1411sconsin SOIL EVALUATION REPORIP ,A
in a rdance with Comm 85, Wis. Ad Page 1 of 4
Department of Commer
Division of Safety Bui Schmitt Soil Testing, Inc.
County
Attach complete site pl on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited t : vertical and horjzaa/ "feren point (BM), direction and
percent slope, scale or mensi 1 o,C~ol rroik and loca on and distance to nearest road. Parcel I.D.
Lot 10 W.V.E.
lease pri _
G Q~+-r: viewed 11/ Dat
Personal information you i~r, s (Privacy Law, s. 15.04 (1) (m)).
Property Owner P Property Location
Loegering, Keith & Kirsten Govt. Lot SW1/4, SW1/4, S29, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
P.O. Box 2143 10 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.
M New Construction Use: M Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash ( Hubbard loamy Flo plain elevation, if applicable na
-
/
General comments ntc K 76V TS
and recommendations: Area is suitable for a conventional system with a 0.5 gpd/sq rate. Install system 24" below grade with
the contour. Slope of area is 17%.
Boring # ❑ Boring
❑ Pit Ground surface elev. 97.00 ft. Depth to limiting factor 89+ 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
1 0-10 10yr3/3 none sl 2mgr mvfr Cs 2f,lvf .6 1.0
2 10-19 10yr4/4 none SI lmsbk mvfr gw ivf .4 .7
3 19-35 10yr5/6 none Ifs lmsbk mvfr gw 1vf .5 1.0
4 35-89 10yr6/4 none fs Osg ml .5 1.0
2] Boring # Boring
® Pit Ground surface elev. 97.0 ft. Depth to limiting factor 86+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'EfW
1 0-4 10yr3/3 none Ifs lmsbk mvfr CS 2f,lvf .5 1.0
2 4-14 10yr4/3 none Ifs lcsbk mvfr gw lvf .5 1.0
3 14-65 10yr6/4 none fS Osg ml CS .5 1.0
4 65-86 10yr6/4 none fS Osg ml .4 .7
65"-86" has 1" bands of 7.5yr4/6 lmsbk reduces rate of horizon.
' Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 s30 mg/L and TSS <_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
SBD-8330(8.07/00)
Prop►arty owner Loegering, Keith & Kirsten Parcel ID # Lot 10 W.V.E. Page 2 of 4
F 3 1 Boring # Boring
Pit Ground surface elev. 92.90 ft. Depth to limiting factor 76 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 0-8 10yr3/3 none sl 2mgr mVfr cs 2f,1vf .6 1.0
2 8-16 10yr4/3 none sl lmsbk mfr gw 1Vf .4 .7
3 16-31 10yr6/4 none ifs Elcsbk mvfr gw 2flvf .5 1.0
4 31-65 10yr6/4 none fs ml a .5 1.0
5 65-76 10yr6/4 none ifs lcsbk mfr cs .4 .7
65"-76" has 1" bands of 7.5yr4/6 sl Imsbk, changes rate of horizon.
7 76-82 10yr3/4 m2d 5yr6/8 sl Om mfi .2 .6
5yr6/2
❑ Boring # Boring
El 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 # ❑ 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
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) Sdw tt SON Tesft, 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. Boa 2143
1595 72nd St. City, State, Zip: El Granada, CA 94018
New Richmond, WI 54017
Phone: 715-760-1978Subdivision: Whisper Valley Estates
signature ..rrn-w Lot No.: 10
Date Legal Description: SW1/4 SW1/4 S29 T30N R19W
Backhoe Pit Township, County: St. Joseph, St. Croix County
A Bench Mark 1 El. 100.00' Top of 1" pvc pipe
0 Bench Mark 2 El. 98.47' Top of 2" pvc pipe
Slope= 17%
1"=40'
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GI J de sac 31 Drop-er.
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This Soil & Site Evaluation Report was com tlfill ifi6erft2 iM46r i 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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