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Wisconsin Department ofCom e~ e,,i i ; SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and n
In accordance with Comm 85, Wis. Adm. Code 4
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`r`( County Attach c(966941 ~Gourvs than 8'h x 11 inches in size. Plan must St. Croix -
Inc}11i tFo:"vertical and horizontal reference point (BM), direction and icel LD.
PerL'hZfI slope, scale or dimensions, north arrow, and BM referenced to nearest road. ~7 0 NEW
Please print all information vtcwaa b Date?
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Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))
Property Owner Property Location
Wayne Peterson Estate Govt. Lot SE i, SE v, s 14 T 3 N R 15W w
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
103 East Oak Street 1 Z- ZLl Z
City State Zip Code Phone ❑ City ❑ Village 0 Town NearesC Road
Glenwood City WI 54013 715-265-4480 Glenwood 150th Ave.
0 New Construction Use: 0 Residential / Number of Bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or Commercial - Describe:
Parent Material Loess over Till Flood Plain elevation if applicable N/A ft.
General comments and recommendations:
1 Boring # Boring
0 Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 23 in.
1 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _ *Eff#1 *Eff#2
1 0-6 10YR3/3 - SIL 2-m-gr mfr gs 3f 0.6 0.8
2 6-9 10YR3/3 - SIL 2-m-bk mfr as 2f 0.6 0.8
3 9-15 10YR4/4 - SICL 2-m-bk mfi gs 1f 0.4 0.6
4 15-23 7.5YR4/4 - SCL 1-m-bk mfi gs - 0.2 0.3
5 23-40+ 7.5YR4/4 7.5YR 5/8 f-1-f SL 1-m-bk mfr - - 0.4 0.7
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❑ Boring
2 Boring # OPit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 14 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
in. _ Munsell Qu. Sz. Con_t_._Col_o_r Gr. Sz. Sh. *Eff#1 *Eff#2
q~ 1 0-9 10YR3/2 SIL 2-m-gr mfr as 3f 0.6 0.8
f _ - 2 9-14 10YR5/4 - SIL 2-m-bk mfr gs 1f 0.6 0.8
lP 3 14-20+ 7.5YR5/4 7.5Y R4/6 f-1 -f SICL 2-m-bk mfr - - 0.4 0.6
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* Effluent # 1 = BOD5> 30 < 220 mg/L and TSS > 30 150 mg/t. * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Si atur CST Number
Mark Iverson 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 4-14-16 715-796-5664
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Property Owner Wayne Peterson Estate Parcel ID# NEW Page 2 of 3
❑ Boring
F1 Boring # Epit Ground Surface Elevation 97.0 ft. Depth to Limiting factor >47" in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
in. Munsell Qu. Sz. Cont- Color Gr. Sz. Sh. *_E_ff#l *Eff_#2
1 0-9 10YR3/2 - SIL 2-m-gr mfr CS 3f 0.6 0.8
2 9-22 10YR4/4 - SICL 2-m-bk mfr gs 1f 0.4 0:6
3 22-27 10YR4/4 - SCL 1-m-bk mfr gs - 0.2 0.3
4 27-47+ 7.5YR4/6 - SL 1-co-bk mfr - - 0.4 0.6
❑ Boring
4 Boring # 21pit 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 Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
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Boring # ❑ Boring
OPit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
in. Munsell Qu. Sz. Cont. Color _ Gr. Sz. Sh. *Eff#1 *Eff#2
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* Effluent 41 = BOD5 > 30 S 220 mg/t, and TSS > 30 < 150 mg/L * Effluent #2 = BOD; < 30 mg/L and TSS < 30 mg/L
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Property Line
BM#1 Top of 1/2" Steel Pip
N -
Fence
Page 3 of 3
Lot 1
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B #2 -Top of 3/4"PVC Pi e (B-2
88.2' 0.0
B-3
97.0
B-1
100.0
`(b ~W O )
W O
0 ft. 24 ft. 40 ft. 80 ft.
L
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BM# & Description - Bench Mark t1001 Eievation = Boring Location & Elevation
Owner: Wayne Peterson Estate Site Information: Completed By: Mark Iverson, PSS #197
103 E Oak Street SE1/4, SE1/4, S14, T30N, R15W 680 Larcom Street
Glenwood City, WI 54013 Town of Glenwood Hammond, WI 54015
St. Croix County 715-684-9125
Phone: 715-265-4480 CST# 46672