HomeMy WebLinkAbout022-1053-90-100 (2)
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SOIL EVALUATION REPORT
Department of Commorce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Schmitt Soil Testing, Inc.
Division of Safety and Buddmgf,, I ~
r
Attach complete site plan p paper not less than, ;r 11 in es in size. nt my St. Croix
include, but not limited to: rtical and tro , pint (BM), d on
percent slope, scale or dim np. and distance to road. arcel I.D.
022-1053-90-100 Z n
Please print all inforn►ation.
evie Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 3l) I
Property Owner Property Location
James Lubich Trust Govt. Lot SWIM, NW1/4, S19, T28N, R18W
Property Owner's Mailing Address Lot # Block # TSubd. Name or CSM#
903 Chapman Drive na na
city State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road
River Falls WI 54022 715-307-2819 Kinnickinnic Chapman Drive
❑ New Construction Use: ❑ Residential/ Number of bedrooms 2 Code derived design flow rate 300 GPD
Replacement) ❑ Public or commercial - Describe:
.r
aerial Sandstone Residuum (Boone Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound system. System elevation is 93.65' based off a contour line established at
92.98'. Slope of area is 16%. Depth to limiting factor is 28".
F 1-1 Boring # ❑ Boring
❑ Pit Ground surface elev. 93.04 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fV
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/4 none sit 2mgr mfr 6 2f,2vf .6 .8
2 8-18 7.5yr4/4 none sit 2msbk mfr gw lvf .6 .8
3 18-24 7.5yr4/6 none fsl lmsbk mfr gw lvf .5 1.0
4 24-30 10yr7/1 none vfs Osg ml Cs .4 .6
5 30-43 10yr7/2 c2d 7.5yr6/8 vfs Om mvfi 0.0 0.0
7.5yr6/2
2] Boring # Boring
® Pit Ground surface elev. 93.04 ft. Depth to limiting factor 28 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 10yr3/3 none Sil 2mgr mvfr gw 2m,lf .6 1.0
2 10-21 10yr4/4 none fsl 2msbk mvfr gw 2m,lf .4 .8
3 21-28 10yr5/3 none Ifs icsbk mvfr gw 2f .5 1.0
4 28-36 10yr8/1 10yr6/1 ft Osg ml a lvf .5 1.0
5 36-68 7.5yr4/6 c2d 7.5yr618 fsl Om mfi .2 .5
7.5yr6/2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS S30 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 11/16/2011 715-247-2941
SBD-8330 (8.07/00)
Property Owner James Lubich Trust Parcel ID # 022-1053-90-100 Page 2 of 3
3] F Boring # Boring
pit Ground surface elev. 90.07 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/4 none ifs imsbk mvfr (s 2c,2f .5 1.0
2 12-22 10yr4/3 none ifs lmsbk mvfr gw 2m,2f -5 1.0
3 22-28 10yr6/3 none ifs imsbk mvfr gw ivf .5 1.0
4 28-36 lOyr6/4 m3p 7.5yr6/8 Om mfi CS .2 .5
10yr6/1
5 36-42 10yr8/1 c2d 7.5yr6/6 OSg ml a 4 6
7.5 r6 2 VfS 6 42-66 7.5yr5/6 c2d 7.5yr6/8 fSl Om mfi .2 .5
7.5yr6/2
4] Boring # L] Boring
pit Ground surface elev. 100.53 ft. Depth to limiting factor 50 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/3 none sl 2mgr mfr CS 2f lvf .6 1.0
2 13-36 7.5yr4/6 none sl 2msbk mfr CS 2f .6 1.0
3 36-48 10yr8/1 none fs Osg ml cs .5 1.0
4 48-50 7.5 r4 6 none fsl Om mfi CS .2 .5
5 50-62 10yr8/1 m2d 7.5yr6/6 OSg ml a 5 1.0
7.5 r6/2
6 62-74 7.5yr4/6 m2d 10yr6/6 fsl Om mfi .2 .5
10yr6/2
❑ 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
I
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 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, Int.
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: James Lubich Trust
Thomas J. Schmitt, CST 227429 Address: 903 Chapman Drive
1595 72nd St. City, State, Zip: River Falls, W154022
New Richmond, WI 54017
Phone: 715-760-19 ,o7 PID: 022-1053-90-100
signature Lot No. :
Date / ff Legal Description: SWi/4 NW1/4 S19 T28N R18W
Backhoe Pit Township, County: Kinnickinnic, St. Croix County
Bench Mark 1 El. 100.00' Top of 1" pvc pipe
Bench Mark 2 El. 98.16' top of well
Slope= 16% Contour Line El. 92,'/9 Contour Line Length 50'
1" = 40'
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