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Wisconsin Department of Safety and Professional Services Page 1 of 3
Division t
SOIL EVALUATION REPORT
In accordance with SPS 385, Wis. Adm. Code County
2011 St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan st ie,
but not IimitESjD(p i tal reference point (BM), dir n a erc t sl GG Parcel I.D.
scale o~6wN"(: M v6fod Pion and distance to ne t r wA JG` 008-1034 9 000 Ref #2497
Please print all information. J`am` Reviewed Dat
Personal information you provide may be used for second - ).04 1 m
Property Owner Property Location
Ken & Lila Schwartz Govt. Lot NW % SW Y< S 12 T 8 N 16 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Nam or CSM#
437 Co. Rd. B Proposed East lot Proposed 2 lot CSM
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Woodville WI 54028 (612) 839-3391 Eau Galle Co. Rd. B
® 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. G•~
General comments and recommendations: Site suitable for mound POWTS placed on 101.00' contour.
I 1 Boring # ❑ Boring
L~ ® Pit Ground surface elev. 100.26 ft. Depth to limiting factor 33" 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 0-6 1Oyr3/3 none sil 2fgr mvfr cw 2fmc 0.8 1.0
2 6-19 1Oyr4/4 none sil 2fsbk mvfr cw 2fmc 0.6 0.8
3 19-33 1Oyr4/6 none Is&sl Osg & 1msbk ml/mfr gw 1vf,f 0.4 0.6
4 33-84 7.5yr4/4 m2d 7.5yr5/8 sl & scl 1 msbk mfi gw - 0.2 0.3
5 84-109 7.5yr4/4 f2d 7.5yr5/8 sl Om mfi 0.2 0.6
2❑ Boring # El Boring J
® Pit Ground surface elev. 101.04 ft. Depth to limiting factor 30" 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 0-10 1Oyr3/3 none sil 2fgr mvfr cw 2fmc 0.6 0.8
2 10-30 1Oyr4/4 none sil 2fsbk mfr cw 2fm1c 0.6 0.8
3 30-34 1Oyr4/4 f2d 7.5yr5/8 sil 1msbk mfr cw 1fm 0.4 0.6
4 34-66 7.5yr4/4 m2d 7.5yr5/8 sl 1 msbk mfi gw 0.4 0.7
5 66-113 7.5yr4/4 f2d 7.5yr5/8 sl Om dsh 0.2 0.6
Effluent #1 = BOD, > 30 5 220 m / and TSS > 30 150 m /L rent #2 = BOD, > 30 220 m /L and TSS > 30:5 150 m /L
CST Name (Please Print) Signature CST Number
James K. Thompson 30021
Address e Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 December 8, 2017 (715) 248-7767
SBD-8330 (R04/15)
Boring # Boring
Pit Ground surface elev. 99.90 ft. Depth to limiting factor 27" 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 0-9 10yr3/3 none sil 2fgr mvfr cw 2fm1c 0.6 0.8
2 9-27 10yr4/4 none sil 2msbk mvfr cw 1fmc 0.6 0.8
3 27-36 10yr4/4 c2d 7.5yr5/8 sil 1msbk mvfr cw 1fm 0.6 0.8
4 36-72 7.5yr4/4 f2d 7.5yr5/8 si 1 msbk mfr gw 0.4 0.6
5 72-111 7.5yr4/4 f3f 7.5yr5/8 sl Om mfi 0.2 0.6
Boring # ❑ Boring
u ❑ 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/Ft'
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring # ❑ Boring
~~~III El 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/L and TSS > 30 150 mg/L * Effluent #2 = BOD, > 30 220 mg/L and TSS > 30 5 150 mg/L
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