HomeMy WebLinkAbout004-1077-10-000 (2)
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings In accordance with Comm 85, Wis. Adm. Code
~~/j'~+ County Attach complete site plan on paper not less than 8 %z x 11 inches in size. Planiiiti~tfte"` / St. CrO1X
Include but not limited to: vertical and horizontal reference point (BM), ion and Parcel I.D. 000
Percent slope, scale or dimensions, north arrow, and BM referenced to 004-1077-10-
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Please print all information sr Z Date
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Personal information you provide may be used for secondary purposes (Ptiv m))
Property Owner ~ ~ ~ Property FFICE
Kenneth Crreiber Pvt. Lot NW NE v. s 32 T 28 N R 15 w
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
2879 1& Ave
City State Zip Code Phone ❑ City ❑ Village 0 Town Nearest Road
Spring Valle WI 54767 Cad 10th Ave.
❑ New Construction Use: 0 Residential / Number of Bedrooms Code derived design flow rate GPD
0 Replacement ❑ Public or Commercial - Describe:
Parent Material Loess Flood Plain elevation if applicable N/A ft.
General comments and recommendations:
,d MIWllal~ 14
1 Boring # Boring
0 Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 17 in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f
in. Munsell u. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 10YR3/3 - SIL 1-m-bk dsh gs 3 f-m 0.4 0.6
2 5-10 10YR3/3 - SIL 2-m-bk dsh Cs 2f 0.6 0.8
3 10-17 10YR4/4 - SIL 2-m-bk dsh gs 1f 0.6 0.8
4 - 0+ 10YR4/4 5YR4/4 c-1-f SIL 2-m-bk mfr - 1f 0.6 0.8
Boring # ❑ Boring
Wit Ground Surface Elevation 101.5 ft. Depth to Limiting factor 20 in.
Soil ADDlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *01#2
1 0-10 10YR3/3 - SIL 1-m-bk dsh Cs 3 f-m 0.4 0.6
2 10-20 10YR4/4 - SIL 2-m-bk dh gs if 0.6 0.8
3 -30+ 10YR4/4 7.5YR4/6 & 5YR4/4 f-2-d SIL 2-m-bk mfi - 1 f 0.6 0.8
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* Effluent # I = BOD$> 30:5 220 mg/L and TSS > 30:5 150 mg/L * Effluent #2 = BOD5 30 mg/L and TSS 30 mg/L
CST Name (Please Print) Signature CST Number
Mark Iverson-- . _-.~._r_------- 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 September 24, 2012 715-796-5664
Property Owner Kenneth Greiber Parcel ID# 004-1077-10-000 Page --2 of 3
a Boring # [3 Boring
ON Ground Surface Elevation 100.0 ft. Depth to Limiting factor 19 in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fiz
in. Munsell Qu. Sz. Cont. Color *Eff#1 -Eff#2
1 0-5 10YR3/3 - SIL 1-f to co- dh gs 2f-m 0.4 0.6
2 5-12 10YR3/3 - SIL -m-bk dh cs if . 0.6 0.8
3 12-19 10YR4/4 - SIL 2-m-bk dh gs 1f 0.6 0.8
4 - + 10YR4/4 5YR4/6 f-2-d SIL 2-m-pi mfr - 1m 0.6 0.8
Boring
Boring #
OPit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil A lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell u. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring
Boring #
C[Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Aoolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
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*Effluent #1 = BOD5 > 30:5220 mg1L and TSS > 30<_ 150 mg/L * Effluent #2 = BOD5 30 mg1L and TSS 30 mg/L
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h Page 3 of 3 0 ft. 24 ft. 40 n. 80 tt.
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Well is northeast of house and all property lines are greater
than 200' from the proposed system area.
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102'
101'
B-1
100.0 100'
99'
98'
97'
BM# & Description =Bench Mark B-1
Elevation 1~, = Boring Location & Elevation
Owner: Kenneth Greiber Site Information: Completed By: Mark Iverson, PSS #197
2879 10th Ave NW1/4, NE1/4, S32, T28N, R15W 680 Larcom Street
Spring Valley, WI 54767 Town of Cady Hammond, WI 54015
St. Croix County 715-796-5664
Phone: CST# 46672
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