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♦ RECEIVED 1874
Wisconsin Department of Commere SOIL ALUATION REPORT Page 1 of 4
Division of Safety and Buildings j`~ Co A Code A.C.E. Soil & Site Evaluations
Attach comPlete site P jlc*~&InUD4
Ian on r no In z County
include, but not limited to: verb I and obred I ) St. C rout
97
percent slope, scale or dimem nnrul da ce to nearest road. Parcel I.D.
Pendin
Please print all information. Re ' Date
Personal infatuation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). I Z Y (J~
Property Owner Property Location
Miller Govt. Lot NW 1/4 SE 19 S 11 T 29 NR 19 W
perry Owner's Mailing Address Lot # Block # Subd. Name or CSW
868 Kelly Road 12 Sunset Hills First Addition
City State Zip Code Phone Number City _j Village iel Town Nearest Road
Hudson WI 54016 715-531-0714 Hudson LeBarge Road
New Construction Use: 601 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
} Replacement I Public or commercial - Describe:
Parent material Glacial outwash Flood plain elevation, if applicable na
General comments
and recommendations: Recommend installing two trenches at TX 87.50' using twenty eight (28) 11" Standard Bio-Diffuser
Chambers at elev. = 94.50'
Boring # Boring
N Pit Ground Surface elev. 99.30 ft. Depth to limiting factor >114" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 "Eff#2
1 0-15 10yr3/3 none sl 2fsbk mfr as 2fm 0.6 1.0
2 15-27 10yr5/4 none sil 2fsbk mfr cw 2fm 0.6 0.8
3 27-35 10yr4/6 none Is 0 sg ml aw lfm 0.7 1.6
4 35-114 10yr6/4 none s 0 sg dl - - 0.7 1.6
a Boring # _j Boring
1/ Pit Ground Surface elev. 99.10 ft. Depth to limiting factor >110" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-10 10yr3/3 none sl 2fsbk mfr as 2fm 0.6 1.0
2 10-24 10yr5/4 none sil 2fsbk mfr cw 2fm 0.6 0.8
3 24-28 10yr4/6 none Is 0 sg ml aw 1fm 0.7 1.6
4 28-110 10yr6/4 none s 0 sg dl - - 0.7 1.6
• Effluent #1 = BOD 30 < 220 mg/L and TS >30 < 150 mg/L Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L
CST Name (Please Print) re: CST Number
James K. Thompson natu 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane Osceola, 12/27/2004 715-248-7767
Property Owner Miller Homes Parcel ID # Pending from 020-1013-40-000 Page 2 of 4
3 ] Boring # Boring
Pit Ground Surface elev. 99.04 ft. Depth to limiting factor >11511 in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/3 none sl 2fsbk mfr as 2fm 0.6 1.0
2 9-38 10yr5/4 none sil 2fsbk mfr cw 2fm 0.6 0.8
3 38-48 10yr4/6 none Is 0 sg ml aw 1fm 0.7 1.6
4 48-115 10yr6/4 none s 0 sg dl - - 0.7 1.6
-T T-
❑ Boring # -i 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
in. Munsell Qu. Sz. 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS S_30 mg/L and TSS <30 mg/L
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PROPERTY OWNER: Miller Homes SOIL AND SITE EVALUATION 1874 Page 3 of 4
PARCEL I.D.# Pending from 020-1013-40-000 AC.E. Soil & Site Evaluations
REPORT MEMO
Soil evaluation completed prior to plat review. Changes in lot line locations or building site may result in additional soil
evaluations being required. Lot line locations must be verified prior to permit issuance and system installation.
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