HomeMy WebLinkAbout032-1063-40-001
~ECEIVED `,s~-ao;~._ >~9
% Department o s,
{ 'J i #1835
Its Safety and SOIL EVALUATION REPOR-
PS CEP 0 9iq*6rdance with Comm 85, Wis. Adm. Cc JA5 E H 5 6J W06 BJ Page 1_-of 4
Professional Service chmitt Soil Testing, Inc.
" ST CROIX COUNTY County Attach complete site plan on p~q~,~p 1 nEMPM size. Plan must St. Croix .1313k 191.. 3i j -0
include, but not limited to: vertiY~fia~reference porn( M), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. 032-10 -40 001
Please print all information. - -
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Rewe By Date
Property Owner Property Location
Schumacher, Adam_ Govt. Lot SW1/4, 1/ , S23, T31N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
2039 State Rd 35 _*1 - Acre Parcel Z 7 Z ,
city State Zip Code Phone Number -
City Village j Town Nearest Road
Somerset WI 54025 715-760-0279 Somerset Z62,2-68Th St.
New Construction Use: J Residential / Number of bedrooms 4 Code derived design flow rate 600 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 97.60' based off a contour line established at 96.67'. Slope of area is
and recommendations: 16%. Depth to limiting factor is 25".
F-11 r i~ Boring # Boring
Pit Ground surface elev. 97.82 ft. Depth to limiting factor _ 32 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 10yr3/3_ _ none sl 2mgr mvfr cs 2f,lvf 0.6 1.0
2 14-25 10yr4/3 none sl 2fsbk mfr gw ivf 0.6 1.0
3 25-32 10yr5/6 none sl 1msbk mfr gw 0.4 0.7
-
4 32-64 10yr5/6 c2d 7.5yr6/6 sl Om mfi 0.2 0.6
7.5yr6/2
Boring
F Z, Boring #
Pit Ground surface elev. 97.47 - ft. Depth to limiting factor 29 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 *Eff#2
1 0-10 10yr3/4 _ none sl 2mgr mvfr cs 2f,ivf 0.6 1.0
2 10-19 10yr3/3 none sl 2fsbk mvfr gw 1vf 0.6 1.0
3 19-29 10yr4/4 none sl imsbk mfr gw lvf 0.4 0.7
4 29-45 10yr5/6 c2d 7.5yr6/6 sl- - Om --mfr cs 0.2 0.6-
7.5yr6/2
5 45-66 10yr5/4 c2d 7.5yr6/8 sl Om mfr 0.2 0.6
- 7.5yr6/3
Effluent #1 = BODS> 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 9/6/2016 715-760-1978
SBD-8330 (R.07/00)
Property Owner Schumacher, Adam Parcel ID # 032-1063-40-000
Boring Page 2 of _4
❑ Boring # '
Pit Ground surface elev. _93_92 ft. Depth to limiting factor 25 in.
Soil Application Rate
Horizon Depth Dominant Color 7Redox Description Texture Structure ConsistenBoundary Roots GPD/ft2
in. Munsell . Sz. Cont. Color Gr. Sz. Sh. "Efffl "Eff#2
1 0-13 10yr3/3 none sl 2mgr mvfr as 2f,1vf 0.6 1.0
2 13-25 10yr4/3 none sl lfsbk mfr gw lvf 0.4 0.7
3 25-41 10 r6 4 m2d 7.5yr6/6 -
Y 7.Syr6/i sl imsbk mfr gw 0.4 0.7
-
4 41-68 5yr4/4 m2d 7.5yr6/6 sl Om mfi
7.5yr6/2 0.2 0.6
1 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 I Roots GPD/ft2 _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 Tff#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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#t "E W-2
" 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 (R.07/00)
Schmitt Soil Testing, Inc.
Page 3 of 4
Conducted by: Conducted For:
Schmitt & Sons Excavating, Inc.. Name: Adam Schumacher
Thomas J. Schmitt, CST 227429 Address: 2039 State Rd 35
586 Valley View Trail City, State, Zip: Somerset, W1 54025
Somerset, W l 54025 - -
Phone: 715-76 -1978 PID: 032-1063-40-000
Signature Lot No. NA 20 Acre Parcel
Date - Legal Description: SW1/4 SE1/4 S25 T31N R19W
■ Backhoe Pit Township, County: Somerset, St. Croix County
® Bench Mark 1 El. 100.00' Top of 2" PVC pipe.
Bench Mark 2 El. 97.76" top 2" PVC pipe. - +
Slope= 16%
Scale 1"= 60' Contour Line El. 96.67' Contour Line Length 85'
-i _
NOTE: For full view of Lot see Aerial Photo (Page 4 of 4)
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