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Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County St. Croix
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. Pending
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~ &
P/ease P ' On. view Date
Personal information you provide may be a for 16 - ,,r s. 15.04 (1) (m)). S l a
Property Owner t roperty Location
David W of SEE /Govt. Lot NE 1/4 SE 1/4 S J" T 30 N R 18 E (or)❑W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
398 River oad ' ~RUl; 30 - WaldroffMeadows IV
City State ZiP / ity Village Town Nearest Road
Hudson WI 54016 ( 7~ - 144th Avenue
0 New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
E] Replacement E] Public or commercial - Describe:
Parent material Loess over outwash sands Flood Plain elevation if applicableA ft.
General comments
and recommendations:
a Boring # ❑ Boring
Q pit Ground surface elev. 100.45 ft. Depth to limiting factor 24'32 in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
1 0-12 10yr3/2 sil 2msbk dsh as 2f .6 .8
2 12-24 1 4/4 sil 2msbk dsh cw 1 f .6 .8
3 24-32 10yr4/4 t2d5yr5/8 sil Imsbk dsh cw - .4 .6
4 32-90 7.5yr4/6 s Os dl - - .7 1.6
2 Boring # Boring 99.15 >90
❑ Q pit Ground surface elev. ft. Depth to limting factor in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fti
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0-10 10yr3/2 sil 2msbk dsh as 2f .6 .8
2 10-14 1 4/4 sil 2msbk dsh Cw if .6 .8
3 14-26 10yr4/4 sil lmsbk dsh cw _ .4 .6
4 26-90 7.5yr4/6 - s Osg dl - - 7 1.6
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD a 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1-4-244
1432 120th Street, New Richmond, WI September 8, 2004 7 5 2 6 5
Property Owner Waldroff'Meadows N Parcel ID # Pending Page 2 of 3
3 Boring # ❑ Boring 99.35 17-27
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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/2 - sil 2msbk dsh as 2f .6 .8
2 10-17 1 4/4 - sil 2msbk dsh cw if .6 .8
3 17-27 1Oyr4/4 flf5yr5/8 sil Imsbk dsh cw - .4 .6
4 27-92 7.5yr4/6 - s Osg dl - - .7 1.6
Boring # Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ ~ Pit ~ Soil Application Rate
I
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2
❑ Boring # HBoring
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/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-i
* Effluent #1 = BODE > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD5 a 30 mg/L and TSS < 30 mg/L
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