HomeMy WebLinkAbout032-2073-80-075
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Department of #1802
16 SOIL EVALUATION REPORT e-A-JLJ) SP ~ry feV?qLl 6 in accordance with Comm 85, Wis. Adm. Code 700 G Page - 1 of 4
Prdfesslonal Services Schmi oil Testing, Inc.
ST. CROIX COUNTY County
Attach comI tbQ i 8% x 11 inches in size. Plan must St. Croix
include, but l t im~ted 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
Please print all information. 032-2 3-8 075
Revie d By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). D te p+ /
Property Owner Property Location O
-Gilbertson, Adam
_ -Govt. Lot SW1/4 E1 4, S13, T30N, R20W
Property Owner's Mailing Address Lot # Block # Subd. Nam or CSM#
319 Central Ave. 3 T SM 21-5270 (5.22 Acres)-
City State Zip Code Phone Number City Village ? Town Nearest Road
Bayport MN 55003 Somerset d ),G 150Th Ave
New Construction Use Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material Glacial Till (Amery Series) Flood plain elevation, if applicable _ NA ft.
General comments Area is suitable for a mound system. System elevation is 100.58' based on a contour line established at 99.75'. Depth to limiting
and recommendations: factor is 26". Slope o area Is v.
F-1-1 Boring # Boring
' Pit Ground surface elev. 100.25 ft. Depth to limiting factor 28 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _G_PD/ft' _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. E *Eff#1 *Eff#2
1 0-8 10yr3/3 none sil 2mgr mvfr cs 2m,2f 0.6 0.8
2 8-16 10yr4/4 none sit 2fsbk mfr gw 2f,lvf 0.6 0.8
3 16-28 7.5yr4/6 none SCI imsbk mfr gw 1vf 0.2 0.3
4 28-61 5yr4/4 c2d 7.5yr6/6 sl Om mfi 0.2 0.6
7.5yr6/2
Z Boring # I Boring
Pit Ground surface elev. 100.25 ft. Depth to limiting factor 26 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 0-9 10yr3/3 none sil 2mgr mvfr cs 2m,2f 0.6 0.8
2 9-20 10yr4/3 none sl 2fsbk mfr gw 2f,2vf 0.6 1.0
3 20-26 7.5yr4/4 none grsl imsbk mfr gw lvf 0.4 0.7
- - -
4 26-67 5yr4/4 c1d 7.5yr6/6 sl Om mfi 0.2 0.6
7.5yr6/2
* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <.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 St. New Richmond, WI 54017 9/25/2015 715-760-1978
SBD-8330 (R 07/00)
Property Owner Gilbertson, Adarn - - parcel ID # 032-2073-80-075 Page 2 of 4
F3. Boring # Boring
Pit Ground surface elev. 97.20 ft. Depth to limiting factor -_2_7in. 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 0-9 10yr3/3 none sil 2mgr mvfr cs 2m,2f 0.6 0.8
2 9-17 10yr4/3 none sil 2fsbk mfr gw 2f,2vf 0.6 0.8
3 17-27 7.5yr4/6 none sit 2fsbk mfr gw ivf 0.6 0.8
4 27-36 7.5yr4/4 c2d 7.5yr6/6 scl lcsbk mfr w 0.2 0.3
7.5yr6/2 9
-
5 36-52 5yr4/4 c2d 7.5yr6/6 sl Om mfi
0.2 0.6
- - - 7.sLr6[i
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
i
-
Boring
F-1 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. I *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 (R.07100) Schmitt Soil Testing, Inc.
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Page 3 of 4
Conducted by: Conducted For: t._- 1
Schmitt & Sons Excavating, Inc.. - Name: Adam Gilbertson
Thomas J. Schmitt, CST 227429 Address: 319 Central Ave. l
586 Valley View Trail a - - - '
City, State, Zip: Bayport, MN 55003 s
Somerset, Wl 54025 -
Phone: 71 -1978 PID: 032-2073-80-075 i
Signaturf g - Lot No. 3
Date Legal Description: SW1/4 SE1/4 S13 T30N R20W
® Backhoe Pit Township, County: Somerset Township, St. Croix County
A Bench Mark 1 El. 100.00' Top of 2" PVC Pipe. ~
Bench Mark 2 El. 100.14' top of 2" PVC Pipe
Slope= 15%
Scale 1"= 40' Contour Line Elevation: 99.75" Contour Line Length: 75'
,
NOTE: For full view of Lot see Aerial Photo (Page 4 of 4)
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