HomeMy WebLinkAbout030-2015-50-180
Depa n9E'VED
SOIL EVALUATION REP #1823
S P S Safety Professional e5 J L au 3 0 016 in accordance with Comm 85, Wis. A c R' G I li -t L. Page 1 of 5_
Schmitt Soil Testing, inc.
Attach complete site ST CRO
p ches in size. Plan must County St. Croix
W064point UN
include, but not limited-tb!AiBVloi51"aFtd (BM), direction and -
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
_ Part of: 030-2015-50-066
Please print all information. Review By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Anderson, David F. Govt. Lot 1/4 SW1/4, S36, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# Z
828 Cty Rd E 1g CSM Pending (13.65 Acres) 7 ~i23
City State Zip Code Phone Number City Village Town Nearest Road
Huson WI 54016 715-222-2424 St.Joseph jCty. Rd. E
New Construction Use: Residential / Number of bedrooms _ 4 Code derived design flow rate 600 - GPD
Replacement Public or commercial - Describe:
Parent material O_u_tw_ash plain (Sattre Series) Flood plain elevation, if applicable _ NA
General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation is 95.0'. Slope of area is 8%
and recommendations:
Fil Boring # Boring ! pi} Ground surface elev. 99.30 ft. Depth to limiting factor 96+in. Soil Application Rate
Horizon I Depth Dominant Color Redox Description Texture Structure Consistenc Boundary Roots G_PD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eft#2
1 0-12 10yr3/3 none sl 2fsbk mfr as 1vf 0.6 1.0
2 12-40 10yr6/4 none s Osg ml Cs 1vf 0.7 1.6
3 40-96 10yr6/4 none grs Osg ml 0.7 1.6
Boring
2 Boring #
pit Ground surface elev. - 98.50 ft. Depth to limiting factor 98+ 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 0-11 10yr3/3 none sl 2fsbk mfr gw lvf 0.6 1.0
- - -
2 11-22 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0
3 22-30 7.5yr5/6 none fs Osg ml gw 1vf 0.5 1.0
4 30-45 10yr5/4 none Cos Osg ml Cs 0.7 1.6
5 45-98 10yr6/4 none s Osg ml 0.7 1.6
Effluent #1 = BOD5> 30< 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = BOD5 s30 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 5/27/2016 715-760-1978
SBD-8330 (R-07/00)
Property Owner Anderson, David F. Parcel ID # Part of: 030-2015-50-000_ _ Page _ 3 of 5
Boring
I I Boring # Pit Ground surface elev. 97.05---- It. Depth to limiting factor 97+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/3 none sl 2fsbk mfr as 2vf 0.6 1.0
2 11-18 10yr4/4 none grsl 2msbk mfr gw 1vf 0.6 1.0
3 18-25 7.5yr5/6 none grls Osg MI Cs 0.7 1.6
4 25-97 10yr6/4 none s Osg ml 0.7 1.6
i
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. *Eff#1 *Eff#2
Boring
F-1 Boring # 11 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 G_P_D/ft2 _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#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 Sal Testing, Inc.
Page 3 of 5
Conducted by: Conducted For; ;
Schmitt & Sons Excavating, Inc.. Name: David F. Anderson
Thomas J. Schmitt, CST 227429 Address: 828 Cty Rd E
+
586 Valley View Trail City, State, Zip: Hudson, WI 54016
Somerset, W 154025
Phone: 715-750-1978 PID: part of: 030-2015-50-000
Signature Lot No. 18
Date S 7 l G Legal Description: SE1/4 SWI/4 S36 T30N R19W -----rt-----
® Backhoe Pit Township, County: St. Joseph Township, St. Croix County f
AL Bench Mark 1 El. 100.00' Top of 2" PVC Pipe.
® Bench Mark 2 El. 99.36' Top of 2" PVC Pipe
Slope= 8%
Scale 1"= 40' T- -
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