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REC~VE®
Wisconsin partmen o Safety and Professional Services Page 1 of 3
Division of Industry Seyviibe201.1
MAR SOIL EVALUATI&N
ST. CROIX COUNTY In accordance with SPS 385, Wis. Adm. Code County a . 99, 0 l E 3
n St. Croix
Attach ca WMg1 nR err o'f7ess han 8 1/2 x 11 inches in size. Plan must include,
but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. Liza - /13/W 50
scale or dimensions, north arrow, and location and distance to nearest road. Ref #2469
Please print all information. Revie by Dat , / 7
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)).
Property Owner Property Location ❑
Ben & Nicloe Hanke Govt. Lot NE % SE M. S 1 T 29 N 20 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
276 Brandon Dr. 05 na Plat of Heartland
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Hudson WI 54016 (651) 894-2440 Hudson Adam Dr.
1
^c~ r► r
❑ New Construction Use: ® Residential/ Number of bedrooms 3 Code derived design flow rate 450 GPD
® Replacement ❑ Public or commercial - Describe:
Parent material Glacial Till Flood Plan elevation if applicable n^. 47-oea.,
General comments and recommendations: Site suitable for nr d POWTS. Site has complex, irregular topography. Additional ASTM-C33 sand fill will be
required to provide uniform system elevation. Recommended infiltrative surface elev. to be 87.0' at 6" above 86.5' contour.
1 Boring # ❑ Boring
®Pit Ground surface elev. 85.93 ft. Depth to limiting factor >68" 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 0-9 10yr3/3 none sil 2fgr mfr cw 2fm1c 0.6 0.8
2 9-28 10yr4/4 none fsl 2fsbk mvfr cw 2fm1 c 0.4 0.8
3 28-42 7.5yr4/4 none vfsl 1 msbk mvfr gw 1 fmc 0.2 0.6
4 42-68 10yr4/4 none vfsl Om mvfr 1 fm 0.2 0.5
Hl Boring # F-11 Boring
® Pit Ground surface elev. 81.33 ft. Depth to limiting factor >76" 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 0-7 10yr3/3 none sil 2fgr mvfr cs 2fm1c 0.6 0.8
2 7-21 10yr4/4 none sil 2fsbk mvfr gw 2fmc 0.6 0.8
3 21-36 7.5yr4/6 none sicl 1 fsbk mfr cw 1 fmc 0.2 0.3
4 36-42 7.5yr4/4 none Is Osg ml cw 1 of 0.7 1.6
5 42-56 7.5yr4/6 none s Osg ml aw 0.7 1.6
6 56-76 5yr4/4 none _ fsl 1 csbk mfr 0.2 0.6
* Effluent #1 = BOD, > 30 5 220 mgIL and TSS > 30 150 m /L * ffluent #2 = BOD, > 30s 220 m 91L and TSS > 30 150 m /L
CST Name (Please Print) Signature CST Number
James K. Thompson 30021
Address ate Evaluation Conduct Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 February 2, 2107 (715) 248-7767
SBD-8330 (R04/15)
Boring # F-1 Boring
IE ®Pit Ground surface elev. 86.85 ft. Depth to limiting factor >74" 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 0-8 10yr3/3 none sil 2fgr mvfr cs 2fm1c 0.6 0.8
2 8-26 10ry4/4 none fsl 2fgr mvfr gw 2fmc 0.4 0.8
3 26-54 7.5yr4/6 none vfsl 1 msbk mvfr cw 1 vf,fm 0.2 0.6
4 54-74 7.5yr4/4 none fsl 1 csbk mfr - 0.2 0.6
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon T 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
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
Effluent #1 = BOD, >30< 220 mg Land S > 30 15o rngiL Effluent i#Z = BOD, D0 s 220 mg, L and 3S 30 50 -,g; L
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