HomeMy WebLinkAbout030-2088-60-000
#1414
• Vvisconsin SOIL EVALUATION REPORTILOAL"
Department Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Schmitt Soil Testing, Inc.
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
030- os o-ooo
Please print all information. Revie " By Date
,ILMV Law. . 15.04 (1) (m)). Z 6
Personal information you provide may be used r seooi qLD{ %
Property Owner Pro rty Location
Heuiser, Ben & Susan Go . Lot NW1/4, /El/46, S34, T30N, R19W
Property Owner's Mailing Address Lot Block # Subd. Name or CSM#
1230 Oakwood Lane d1 *i S '0175-IT 6 Deerfield
City State Zip ode Phone Number City ❑ Village Z Town Nearest Road
Hudson WI 54016 St.Joseph Oakwood Lane
Z New Construction Use: M Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:
Parent material Glacial till Flood plain elevation, if applicable na ft.
General comments
and recommendations: Area is suitable for a mound system. System el tion is 97.67' based off contour line established at
97.0'. Slope is 15%. Depth to limiting factor i 28".
F-1 I Z Boring # E Boring
Pit Ground surface elev. 85.85 ft. Depth to limiting factor 22 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 0-10 10yr3/2 none sil 2mgr mfr as 3m,2f .6 .8
2 10-22 10yr5/3 none sl 2fsbk mfr gw 2m,2f .6 1.0
3 22-42 7.5yr4/6 cif 10yr6/2 sl 2msbk mfr gw 2f .6 1.0
10yr6/6
4 42-53 7.5yr4/4 m2d 1 r6/1 sl lfsbk mfi cs 4 .7
10yr6/6 .
5 53-84 5yr4/6 m2p 5yr5/6 sl Om mfi .2 .6
7.5yr6/2
Boring # Boring f
Pit Ground surface elev. 93.50 ft. Depth to limiting factor 34 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 10yr3/2 none sil 2mgr mfr as 2m,2f .6 .8
2 8-16 10yr5/3 none sil 2fsbk mfr gw 2f .6 .8
3 16-34 10yr4/6 none sicl 2msbk mfr gw if .4 .6
4 34-64 7.5yr4/6 c111~/6 sl Om mfi cs 2 6
5 6486 5yr4/6 m2d 7.5yr6/6 lmsbk mfr 2 3
7.5yr6/2
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS s.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 5/10/2006 715-247-2941
SBD-8330 (R.07/00)
Property Owner Heuiser, Ben & Susan Parcel ID # 030-2088-60-000 Page 2 of 3
Boring # F-1 Boring
N Pit Ground surface elev. 98.95 ft. Depth to limiting factor 32 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 10yr3/2 none SO 2mgr mfr as 2m,2f .6 .8
2 6-11 10yr4/3 none Sil 2fsbk mfr gw 2m,2f .6 .8
3 11-23 10yr4/4 none scl 2msbk mfr gw 2f .4 .6
4 23-32 7.5yr4/6 none sl 2msbk mfr a if .6 1.0
5 32-85 5yr4/6 c2d 7.5yr6/6 sl impl / mfi .4 .6
7.5 r6/2
Fil M Boring # Boring
Pit Ground surface elev. 98.05 ft. Depth to limiting factor 30 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 0-6 10yr3/2 none sil 2mgr mfr as 3c,2f .6 .8
2 6-17 10yr5/3 none sil 2fsbk mfr gw 2m,2f .6 .8
3 17-30 10yr4/4 none sicl 2fsbk mfr gw 2f .4 .6
4 30-43 10yr5/6 cld 7.5yr6/6 scl imsbk mfr cw 2 3
7.5yr6/2
5 43-80 5yr4/6 c1d 7.5yr5/6 sl impl mfr 4 6
7.5 r5/2
Fil [X-1 Boring # ❑ Boring ✓
Pit Ground surface elev. 93.85 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 0-8 10yr5/3 none Sil 2fsbk mfr gw 2m,2f .6 .8
2 8-15 10yr4/4 none Sid 2msbk mfr gw 2f .4 .6
3 15-28 10yr5/6 none Sid 2msbk mfr gw 2f .4 .6
4 28-52 10yr5/3 cld 10yr6/6 Sid lmsbk mfi cw 2 3
10yr6/2
5 52-78 10yr4/6 m2d 7.5yr6/6 sl Om mfr 2 6
7.5 r5 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 (R.07/00) Schmitt 5011 Testing, Inc.
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing Inc. Name: Ben and Susan Heuiser
Thomas J. Schmitt, CST 227429 Address: 1230 Oakwood Lane
1595 72nd St. City, State, Zip: Hudson, Wl. 54016
New Richmond, WI. 54017
Phone: 715-247-2 Subd.Name: Deerfield
Lot No.: 6
S' =/G - 0,6 Legal Description: NWl/4 SEl/4 S34 T30N R19W
® Backhoe pit Township, County: St. Joseph, St. Croix
Bench Mark El. 100.00' Top of 2" pvc pipe
A Alternate Bench Mark El. 97.18' Top of 2" pvc pipe
Slope= 15% Contour Line El. 97.00' Contour Line Length 85'
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