HomeMy WebLinkAbout020-1491-00-000 (4) RECEIVED ��,ao�, all
Wisconsin Depanmentofcommera�EP 2 5 2017SOIL EVALUATION REPORT G pip1 of I
Division 9f Safety and Buildings J In accordance with Comm 85,Wis.Adm.Code A0-I ,—A 2t I9, 313o
ST.CROIX COUNTY . County
Attach comply I I inures in size. Plan mty� St. CPOIX
' Include but not limited to:verticaltejrc erence pointy),dation■d �� P uI I.D.c �t py
Percent slope,scale or dimensions,north arrow,and T ai' • • Al cO - /(J - az
Please print all infor F4PR2XV 071 GY4 6 Rev. ed by / Date/
Personal information you provide may be used for secondary f ' //5//$
Po.p.rty Owner Property Location
Rolling Ridges LLC. Govt.Lot in v,, . 13 t' 29 N R • 9W
Property Owner's Mailing Address # Block N Subd.Name or CSM1 TB
965 Alexander Rd. 0L1 g Cfa,A,., ',Li It 64)4424" I
City State Zip Code Phone 0 City 0 Village 0 Town Nearest Road
Hudson WI 54016 651-248-0390 Hudson Alexander Rd.
0 New Construction Use: 0 Residential/Number of Bedrooms Code derived design flow rate GPD
❑ Replacement 0 Public or Commercial—Describe:
Parent Material Loess over Outwash Flood Plain elevation if applicable N/A ft.
General comments and recommendations: Zeyta,
❑Boring f
I Boring ti p Pit Ground Surface Elevation 98.9 ft. Depth to Limiting factor >105 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPWIIr
in. MuneeN _ Qu Sz Cont Color : Gr.Sz.Sh. "OM ERi2
1 0-14 10YR3/2 - SIL 1 2-f-bk mfr _ gs 3 f-co 0.6 0.8
2 14-31 10YR4/3 - CL 2-m-bk mfr gs 1f 0.4 0.6
3 31-35 10YR4/4 - SL 2-m-bk mfr cs 1f 0.6 1.0
4 35-105+'' 10YR4/4 - S 0-sg ml - - 0.7 1.6
2 ❑Boring
Boring# ®pit Ground Surface Elevation 100.8 ft. Depth to Limiting factor >110 in.
— _--__--- Soil Application Rate
Horizon Depth Dominant Color Redox Descnption Texture Structure Consistence Boundary Roots GPDAt2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Ent EIfaez
1 0-18 10YR313 - LS 0-sg ml gs 3 f-co 0.7 1.6
2 18-29 7.5YR414 - LS 0-sg ml gs 3 f-co 0.7 1.6
3 29-35 5YR4/4 - GRS 0-sg ml gs 1f 0.7 1.6
4 35-110+ 10YR4/4 - S 0-sg ml 1f 0.7 1.6
*Effluent XI=BODs>30<220 mg/L and TSS>30< 150 mg/L. •Effluent#2=BOO,<_30 mg/L and TSS<30 mg/L
CST Name(Please Print) Si rc CST Number
Mark Iverson .—.....------ 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 September 1, 2017 715-796-5664
r 143
PropertyOwner Rolling Ridges LLC. Parcel ID# gage 2 of4_11
O Boring
J
3 Boringq
®Pit Ground Surface Elevation 93.2 ft. Depth to Limiting factor >105 in.
__ d Aoolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/R'
in. Munsell Qu.Sz.,Cont.Color Gr Sz. Sh. 'EIfh1 •Eff#2
1 0-20 10YR3/2 - SL 2-m-bk mfr gs 3f 0.6 1.0
2 20-39 10YR314 - SL 1-co-bk mfr es 1f 0.4 0.7
3 39-105+ 10YR4/4 - S 0-sg ml - - 0.7 1.8
O Boring
4 Boring#
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
-7 Soil Apyl_i�ti4n Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP2/It2
in. Munsell Qu.Sz.Cont.Color Gr.Sz Sh. 'EMI •E11#2
n Boring t/ O Boring
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Acolipolon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO*
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Ent Effs2
•Effluent 41=BODs>30<_220 mg/L and TSS>30<150 mg/L •Effluent 112=BOD,5 30 mg/and TSS 5 30 mg/L
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• Page 3 of 4 oft. 24 ft. 40 ft. 80 ft.
-6-6-1-11---!
Lot#23 el
MA2-Top of 3/4"PVC Pipe
102' B_2 ' 102'
100.8;
BMA1 -Top of 3!4"PVC Pipe _yB-1 �100'
100' 98.9 98'
96'
B-3 94
93.2..
• = Ground Surface Elevation
BMA&Description = Bench Mark 7B-1
Elevation 1 1�, = Boring Location & Elevation
Owner: Rolling Ridges LLC. Site Information: Completed By: Mark Iverson
965 Alexander Rd. 1/4, 1/4, S13, T29N, R19W 617 Cty. Rd. J
Hudson, WI 54016 Town of Hudson Roberts, WI 54015
St, Croix County 715-684-9125
Phone: 651-248-0390 CST#46672
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DENOTES SOIL 96, • SHELTER
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LAND SURVEYING, INC