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SOIL EVALUATION REPORT
SEP 14 Z016 In accordance with SPS 385, Wis. Adm. Code County
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Attach complete t less than 8 1/2 x 11 inches in size. Plan must include, St. Croix
but not limit~tl o. rence point (BM), direction and percent slope. Parcel I.D.
scale (3(W#AY i c on and distance to nearest road. 020-118 0-000 Ref#2447
Please print all information. Revie by ate
Personal information you provide may be used for seconds purposes (Privacy Law, s. 15.04(1)(m . ~7
Property Owner I Property Location ❑
Cullen Case Govt. Lot NW % SE '/4 S 28 29 N 19 E (or) W
ft c'A
Property Mailin Address ~1 ;e or 753 Aldro Rd. g 44 Baack # Cedar Hals EstatCesM# 757! MJ V L;
City State Zip Code Phone Numbe
ty ❑ Village ® Town Nearest Road
Hudson WI 1 54016 I (612) 991-6369 i Hudson j Larsen Ln.
Z 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.Q rC.Qi
I
General comments and recommendations: Site suitable for in-ground POWTS with 0.5 gpd/sq/ft. design loading rate.
r1 Boring # ❑ Boring
® Pit Ground surface elev. 99.54 ft. Depth to limiting factor >100" in.
Soil Application Rate
i 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 0-19 IOyr2/1 none sil 2fgr mvfr gs 2fm1c 06 0.8
- - - - -T- -
2 19-27 1Oyr3/2 r none I sl 1fsbk mvfr gs i 2fm1c 0.4 0.7
3 27-36 1 Oyr3/3 none sl 1 msbk mvfr gs 1 fm 0 4 0.7
i 4 36-52 1 Oyr4/4 none sc! 1 msbk mfr cw I 1 of 02 0.3
strat.
5 52-70 7.5yr4/6 I none I Is/Ifs Osg dl cw 1vf 0 5 1-0
6 70-100 10yr516 none strat I Osg ml 0.5 ( 1.0
fs/s/cos
2 i Boring # ❑ Boring
u ® Pit Ground surface elev. 98.33 ft. Depth to limiting factor >97" in.
! Soi~ I Application Rate
Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Fts
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. I Eff#1 EfF#2
1 0-11 10yr3/2 none i sil 2fgr mvfr I cs 2fmc 0.6 0.8
2 11-22 1Oyr4/4 none sl 1msbk mvfr gs 2f1mc 04 0.7
3 22-33 7.5yr4/6 none Is Osg ml aw lvf,fm 0.7 1.6
f2d 7.5yr5/8 Om - weakly
4 33 41 17.5yr4/6 associated banding strat Ifs cemented mfi aw 1vf,fm 0.0 0.0
5 41-52 10yr5/6 I none s Osg dl gs 0.7 1.6
6 52-72 1Oyr5/4 I none s 0sg di aw 0.7 1 6
7 72-97 1 Oyr5/4 non - s w/ Is Os dl 0.5 1.0
bands g
Effluent #1 = BOD, > 30 s 220 m /L and TSS > 30!5 150 m /L Efflraent #2 = BOD, > 30:9 220 m /L and TSS > 30:5 150 m /L
CST Name (Please Print) Signature CST Number
James K. Thompson .1A , " 30021
Address ate Evaluation Conducted ' Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 , August 9 2016 (715) 248-7767
SBD-8330 (R04/15)
3 Boring # u Boring
® Pit Ground surface elev. 95.20 ft. Depth to limiting factor >94" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary ( Roots GPD/Fe
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. `Eff#1 Eff#2
1 0-13 1Oyr3/2 none sil 2fgr mvfr cs 2fmc 0.6 0.8
2 13-21 1 Oyr4/4 none sl 1 msbk mvfr gw 2fmc 0.4 0.7
3 21-42 10yr4/4 none strat _ Is/Ifs/sl lmsbk mfr cw 2fm1c 0.4 0.7
4 42-53 7.5yr4/6 none Is Osg ml gs 1vf.f 0.7 1.6
5 53-72 1Ory5/4 none s Osg dl gs 0.7 1.6
6 72-94 10ry516 none _ Osg dl 07 16
~l Boring # u Boring
u ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
I 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
I I I i
i
i
I f ~
I
F---7 Boring # ❑ Boring
u ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
_ 1 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
`Eff#1 `EfF#2
i I
I
I i
i
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` Effluent #1 = BOO, > 30 220 mg/L and TSS > 30:5 150 mg/L ` Effluent #2 = BOD, > 30 220 mg/L and TSS > 30 5 150 mg/L
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