HomeMy WebLinkAbout030-1088-60-006(12)
~Aii, #1675
C On y~ S IL EVALUATION REPOR,
Department of mme in a rdance with Comm 85, Wis. Adm. C _ Page 1 of 4
Division of Safety nd Buildings Schmitt Soil Testing, Inc.
County
Attach complete site pl on p r~ 46's t Fp$4~: ches in size. Plan must St. Croix
include, but not limited t : vertic'I an I~ oint (BM), direction and
percent slope, scale or ensioaA, ocation and distance to nearest road. Parcel I.D.
1c~ Lot 12 W.V. E.
information. Revi By Date
Personal information you provi may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 171 q
Property Owner Property Location
Wagering, 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 12 Whisper Valley Estates
City State Zip Code Phone Number City ❑ Village M Town Nearest Road
El Granada CA 94018 650-678-4823 St.Joseph 134Th Ave.
lm 450 GPD
® New Construction Use: ® Residential / Number of bedrooms 3 Code derived desigtr flow irate
❑ Replacement ❑ Public or commercial - Describ/e
Parent material Glacial till (Amery-Cromwell Flood plain elevation, if applicable na tt.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 100.77' based offa contour line established at
100.02'. Slope of area is2o A. Depth to limiting factor is 27".
F-1 I Boring # Boring
® Pit Ground surface elev. 100.47 f(. Depth to limiting factor 31 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tt2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-4 10yr3/2 none sl 2mgr mvfr cs 2m,2f .6 1.0
2 4-16 10yr4/4 none Ifs lmsbk mvfr gw 2m,2f .5 1.0
3 16-31 10yr6/3 none Ifs lcsbk mvfr gw lvf .5 1.0
4 31-45 7.5yr4/6 c2d 5yr6/8 sil lmsbk mfr gw .4c .6
5yr6/2
5 45-64 7.5yr4/4 j 5/8 grsl Om mfi 2 6
F2 ]Boring# ❑ Boring
® Pit Ground surface elev. 102.56 ft. Depth to limiting factor 27 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 0-4 10yr3/3 none sl 2mgr mvfr cs 2c,2f .6 1.0
2 4-9 10yr6/4 none grlfs lcsbk mvfr gw 2vf .5 1.0
3 9-27 10yr6/3 none fsl 2msbk mfr CW 2f lvf .4 .7
4 27-34 7.5yr5/6 m2d 5yr6/8 sl Om mfi gw 1vf .2 .6
5yr6/2
5 34-62 7.5yr4/6 5m25w5/2 5y5/2 grsl Om mfi .2 .6
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <30 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 11/29/2011 715-247-2941
SBD-8330 (R07/00)
Property Owner Loegering, Keith & Kirsten Parcel ID # Lot 12 W.V. E. Page 2 of 4
F3 ] Boring # ❑ Boring
❑ Pit Ground surface elev. 94.82 ft. Depth to limiting factor 44 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. 751 'Eff#2
1 0-5 10yr3/2 none sl 2mgr mvfr a 2f,ivf 1.0
2 5-28 10yr4/4 none sl 2msbk mfr gw 2vf 1.0
3 28-35 10yr6/4 none gds icsbk mvfr gw 1vf 1.0
4 35-44 10yr5/6 none grs Osg ml gw .7 1.6
5 44-53 10yr6/4 m 3p 5yr6/8 7 sil Om mfr gw 0.0 0.2
.5 r5 2
6 53-72 10yr6/4 map 5yr6/8 sl Om mfi 2 6
7.5yr6/2
Boring # ❑ 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
❑
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. 'Ef1#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) Schmitt Soil Testing, 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: 715-760-197 Subdivision: Whisper Valley Estates
signaW r Lot No.: 12
Date 1/ .?9 Legal Description: SWi/4 SW1/4 S29 T30NR19W
Backhoe Pit Township, County: S Joseph, St. Croix County
ABench Mark 1 El. 100.00' Top of 1" pvc pipe
Bench Mark 2 El. 96.33' Top of 2" pvc pipe CGS- 1 G(e 5cc,
Slope= '24.4 V, Contour Line El. 100.02' Contour Line Length 68'
1" = 40' ^r 13 ~k
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This Soil & Site Evaluation Report was completed to fulfill a St. 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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