HomeMy WebLinkAbout020-1025-50-000 (2)
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Wisconsin Department of Safety and Professional Services 1oaa"BA W WS M G Page 1 of 3
Division of Industry Services NOV t 3 ..I
SOIL EVALUATION REPO
FT720102 n accordance with SPS 385, Wis. Adm UNT
MN7
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include,
but not limited to: iertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
-000 Ref#2451
Please print all information. Revie d by Date/
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). 11
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Property Owner Property Location fff
Brandon & Erika Schurtz Govt. Lot SE % NE S 15 T 29 R 19 E (or) W
Property Owner's Mailing Address Lot # 7Na ck # Subd. Name or CSM#
957 Bakken Rd. 4 CSMVol. 1, P g. 217
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Hudson WI 54016 (715) 222-4405 Hudson McCutcheon
❑ New Construction Use: ❑ Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
® Replacement ❑ Public or commercial - Describe:
ParenTmateria Glacial Outwash Flood Plan elevation if applicable na ft. ZD &g~'
General comments and recommendations: Site suitable for In-ground POWTS with 0.5 gpd/sq/ft. design loading rate. Suggested infiltrative surface to be
approximatley 60" below existing grade at elevation = 99.50' & 98.00'. Existing dispersal cell infiltrative surface elevation = 105.07'.
- u Borin`~~
El Boring # g ® Pit Ground surface elev. 101 .29 ft. Depth to limiting factor >104" in.
Soil Application Rate_
Horizon Depth DominaqColorRedox Description Texture Structure Consistence EBoundary Roots GPD/Ftz
In. MunAz. Cont. Color Gr. Sz. Sh. Eff#1 *Eff#2
1 0-20 10yr2/1 e sil 2fgr mvfr 2fmc 0.6 0.8
2 20-36 10yr4/4 e sil 2fsbk mvfr 2fm1c 0.6 0.8
3 36-52 7.5yr4/6 none Is Osg ml gw 0.7 1.6
4 52-104 10yr4/6 none strat grs Osg ml 0.7 1.6
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2 I Boring # ❑ Boring
L ® Pit Ground surface elev. 107 59 ft. Depth to limiting factor >108" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/2 none sil 2fgr mvfr cw 3fm2cf 0.6 0.8
2 11-26 10yr4/4 none sl 2fsbk mvfr cw 2fm1c 0.6 1.0
3 26-38 7.5yr4/6 none gr Ifs Osg ml cw 1fm 0.6 1.0
4 38-43 7.5yr4/6 none gr Is Osg dl cw 1 fm 0.7 1.6
5 43-54 10yr4/6 none strat Os dl
s& r 9 gs 0.7 1.6
6 54-108 10yr5/6 none gr s osg dl it I( 0.7 1.6
* Effluent #1 = BOD, > 30:5 220 m an SS > 0:5 150 /L nt #2 = BOD, > 0 s 220 m /L and T_SS > 30 15_0 mg/L
CST Name (Please Print) Signa e CST Number
James K. Thompson L-- _ 30021
Address Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 September 13, 2016 (715) 248-7767
SBD-8330 (R04/15)
3 Boring # ❑ Boring
® Pit Ground surface elev. 102.19 ft. Depth to limiting factor >105" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-24 10yr2/1 none sil 2fgr mvfr aw 2fmc 0.6 0.8
2 24-31 10yr4/4 none sicl 1msbk mfr cw 2fm1c 0.2 0.3
3 31-54 10yr4/4 none sil 2msbk mfr cw 1vf,f 0.6 0.8
4 54-69 7.5yr4/6 none Ifs Osg ml cs 0.5 1.0
5 69-105 10ry4/6 none s Osg dl 0.7 1.6
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/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
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Boring # i~ Boring
❑ Pit Ground surface elev. - ft. Depth to limiting factor n.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
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" Effluent #1 = BOD, > 30 s 220 mg/1- and 1 SS > 30 < 150 rng/L. 'Effluent #2 = BOD, > 30 220 mg, L and -T SS > 30 150 mgiL
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