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Wisconsi artmento11 Professional Services Page 1 of 2
Division o n ~`strySerrvi
SOIL EVALUATION REPORT `~y'~q' H13F 3~
ZU17 In accordance with SPS 385, Wis. Adm. Code County
Attach c~ St. Croix
rrt less than 8 1/2 x 11 inches in size. Plan must include,
but not I IRMIrrence point (BM), direction and percent slope, Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. 020-1105-10-075 Ref #2489
Please print all information. Revi ed by Dat
Personal information you provide may be used for seconds purpose ~Pnvac Law, s. 15.04(1)(m)).
l
Property Owner Property Location
Kirk & Lisa Nelson Govt. Lot SE '/4 SW '/4 S 36 T 30 R 20 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. me or CSM#
615 Northern Lights Tr. 03 na CSM Vol. 19, P g. 4872
City State Zip Code Phone Number ❑ city ❑ Village ® Town Nearest Road
Hudson I WI 54016 (651) 717-5977 Hudson Gilbert 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 X
_ Flood Plan elevation if applicable na ft.
General comments and recommendations: Evaluation completed to determine soil suitability to allow connection of accessory building restroom facility to
existing residential POWTS drywells. Bottom of DW#1 = 88.58', bottom of DW#2 = 88.65', bottom of DW#3 = 88.76'.
FT] Boring # ❑ Boring
® Pit Ground surface elev. 95.79 ft. Depth to limiting factor 127" 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 & 5/4 none Ifs fill 2fgr mvfr di 1fmc 0.0 0.0
2 12-34 10yr3/4 none ifs Osg ml cw 1fmc 0.5 1.0
3 34-53 10yr4/4 none Ifs Osg ml cw 1fm 0.5 10
4 53-62 7.5yr4/6 none ifs Osg ml cw 1fm 0.5 1.0
5 62-86 7.5yr4/4 none fsl 2msbk mvfr cw 1fm 0.4 0.8
6 86-127 10yr4/6 none Ifs Osg ml cw 1f 0.5 1.0
7 127-148 10yr4/4 c2d 7.5yr4/4 Ifs & fsl Osg & lmsbk ml & mvfr L- l 0.22 0.6
❑ Boring # ❑ Boring ~6, 69- 6)t
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
~ l .7,4 IZ3.714 1
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 I
' Effluent #1 = BOD, > 30 s 220 m /L a d TSS > 3 :5 150 mg/L " Effluent #2 = BOD, > 30:- 220 m /L and TSS > 30:5 150 mg/L
CST Name (Please Print) ignatur CST Number
James K. Thompson
30021
Address ate Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 September 26, 2017 (715) 248-7767
SBD-8330 (R04/15)
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