HomeMy WebLinkAbout030-2047-10-000 (4)
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Wisconsin Department of Safety and Professional Services Page 1 of 3
Division of Industry Services
SOIL EVALUATION REPORT
In accordance with SPS 385, Wis. Code County
Attach complete sg~L on paper not less than 8 1/2 x 11 inchb'-r,- sizkPlanw- St. Croix
but not limited to: vertical and horizontal reference point (BM), d n1A Parcel I.D.
scale or dimensions, north arrow, and location and d' cc JBGE- 030-2,#47-10-000 Ref#2492
Please print all infi t)f- Rev' ed by mat
Personal information you provide may be used for seconua purposes Privac Law, s. 15.04 1 m . t~ololu
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Property Owner Property Location
Larry Weber Govt. Lot 2 % S 27 T N R 20 E (or) W
Property Owner's Mailing Address Lot # Block # Sub .Name or CSM#
1401 Hilltop Ride 01 na CSM Vol. 8, P g. 2353
City State Zip Code Phone Number
❑ City ❑ Village ®Town Nearest Road
Houlton WI 54082 (651) 336-9903 St. Joseph Hilltop Rd.
® New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Glacial Outwash Flood Plan elevation if applicable na ft. 3/4~rS
General comments and recommendations: Site suitable for mound POWTS with 6" sand lift. Linear loadingrate not to exceed 6.0 gpd/linear ft. with 0.4
gpd/sq/ft. design loading rate. Recommended infiltrative surface elevation to be 99.25' at 9" above 98.50'. J
Boring # ❑ Boring ~ffinlg t (e
Pit Ground surface elev. 98.50 ft. Depth to li factor 40" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-14 10yr3/4 none Ifs osg ml gw 2vf,f 0.4 0.6
2 14-24 10yr4/4 none ifs Osg ml cw 1vf,f 0.4 0.6
3 24-33 7.5yr4/6 none scl 2fsbk mfr cw 1vf,f 0.4 0.6
4 33-40 7.5yr4/4 none fsl 2fsbk mfr gw 1vf 0.4 0.8
5 40-49 7.5yr4/4 m2p 7.5yr5/8 fscl 1csbk mfr - 0.2 0.3
I 2 Boring # ❑ Boring
Pit Ground surface elev. 98.62 ft. Depth to limiting factor 35" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft'
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/2 none ifs 2fgr mvfr as 2vf,f 0.4 0.6
2 12-25 10yr4/4 none Ifs 2msbk mfr cw 2vf,1f, 0.4 0.6
3 25-35 7.5yr4/6 none sl 2msbk mfr cw 1vf,f 0.6 1.0
4 35-41 7.5yr4/4 f2f 7.5yr5/8 fsl 1 csbk mfr gw 1 of 0.2 0.3
5 41-51 7.5yr4/4 c2d 7.5yr5/8 fscl 1csbk mfr - 0.2 0.3
- -
* Effluent #1 = BOD, > 30< 220 m and TSS > 30 15O m /L ffluent #2 = BOD, > 30< 220 m /L and TSS > 30< 150 m /L
CST Name (Please Print) Signature t- CST Number
James K. Thompson 30021
Address Date Evaluation Conduct, Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 October 23, 2017 (715) 248-7767
SBD-8330 (R04/15)
❑ Boring # F-1 Boring
® Pit Ground surface elev. 98.46 ft. Depth to limiting factor 30" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
1 0-12 10yr3/3 none I 2fgr mvfr as 2vf,f 0.6 0.8
2 12-20 10yr4/4 none I 2fsbk mvfr gw 1vf,f 0.6 0.8
3 20-20 7.5yr4/4 none scl 2fsbk mfr cw 1vf 0.4 0.6
4 30-38 7.5yr4/4 f2d 7.5yr5/8 sl 1 msbk mfr aw 1 of 0.4 0.7
5 38-60 7.5yr4/4 m2p 7.5yr5/8 sl Om mfi - 0.2 0.6
4❑ Boring # ❑ Boring
® Pit Ground surface elev. 97.87 ft. Depth to limiting factor 30" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/3 none I 2fgr mvfr as 2vf,f 0.6 0.£f
2 11-17 10yr4/4 none I 2fsbk mvfr cw 1vf,f 0.6 0.8
3 17-30 7.5yr4/4 none sicl 2fsbk mfr cw 1vf,f 0.4 0.6
4 30-49 7.5yr4/4 f2d 7.5yr5/8 sl 1 msbk mfr aw 1 of 0.4 0.7
5 49-61 7.5yr4/4 m2p 7.5yr5/8 s Om mfi 0.2 0.+6
❑ 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/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD, > 30<_ 220 mg/L and TSS > 30:5 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L
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