HomeMy WebLinkAbout020-1491-00-000 (3) RECEIVED oao,oil-00-° 111.5 c. . r3 �, -r-a 0 - a0(3
, Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 4
Division of Safety and Buildings$rGP 2 5 20�; In accordance with Comm 85,Wis.Adm.Code
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County
• Attach complete saTp than 8'h x I I inches in size. Plan m St. Croix
Include but3Olalatta al�f�AM�lI femme I M), i '�� D.Percent slope,scale or dimensions,north arrow,and BM rer•�' r Y 4 �� A. , r a
Please print all infra C R•LXV p71 G Revi ed by Date
Personal information you provide may be used for secondary r ir 4P . ....w(I)(m)) I 61/S
Property Owner R operty Location
Rolling Ridges LLC. Govt.La g v. Ale v. 13 29 N R 19p oP
Property Owner's Mailing Address Lill N rig
N Subd.Name or CSMN 11 1
965 Alexander Rd. OL 1 : Gra.A, I4`\ 0,�a4--i-
City State Zip Code Phone 0 City 0 Village ®Town Nearest Road
Hudson WI 54016 651-248-0390 Hudson Alexander Rd.
®New Construction Use: ®Residential/Number of Bedrooms Code derived design flow rate GPD
0 Replacement 0 Public or Commercial—Describe: -
Parent Material Loess over Outwash Flood Plain elevation if applicable_ N/A ' l ft.General comments and recommendations: ZetS4, )C
❑Boring
1 Boring# ®Pit Ground Surface Elevation 99.8 ft. Depth to Limiting factor >105 in.
Soil Acolication Rate
Horizon Depth Dominant Color Redox Description ' Texture Structure Consistence Boundary Roots - GPD/R'
in. MunseN _., Qu:-Sz.Cont Color Gr.Sz.Sh. E1 t Etrd2
1 0-3 10YR3/3 - SL 2-f-gr mvfr gs 3 f-co 0.6 1.0
2 3-7 10YR4/3 - SL ' 2-f-gr mfr gs 3 f-co 0.6 1.0
3 7-20 5YR4/4 - VGRS 0-sg ml gs 1f 0.7 1.6
4 20-105+ 7.5YR4/4 - GRS 0-sg ml - - 0.7 1.6
.___ i
❑ Boring
2 BoringN
®Pit Ground Surface Elevation 104.1 ft. Depth to Limiting factor >90 in.
Soil Acohcation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1t2
in. Munsell __ u.Sz.Cont.Color -- Gr.Sz Sh. 'Ent Ef2
1 0-7 10YR3/3 SIL 2-fir mfr gs 3 f-co 0.6 0.8
2 7-20 10YR3/4 - SIL 2-f-bk mfr gs 2 f-rn 0.6 0.8
3 20-33 7.5YR4/4 - GRLS 0-sg ml gs 1f 0.7 1.6
4 33-90+ 10YR4/4 - S 0-sg ml - - 0.7 1.6
•Effluent NI=BOD,>30<220 mg/L and TSS>30<150 mg/L •Effluent N2=BODs <—30 mg/and TSS<30 mg/L
CST Name(Please Print) Si v CST Number
Mark Iverson 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 September 1, 2017 715-796-5664
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'Property Owner Rolling Ridges LLC. Parcel IDr /age 2 of 4
CI
3 Boring# Boring
O Pit Ground Surface Elevation 93.3 ft. Depth to Limiting factor >95 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff'
in. Munsell_ Qu.Sz.Cont.Color Gr.Sz.Sh. 'EfG11 •Eff*2
1 0-5 10YR3/2 - SL 2-f-gr mfr gs 3 m-co 0.6 1.0
2 5-17 7.5YR414 - SL 2-m-bk ml gs 3 f-co 0.6 1.0
3 17-95+ 10YR4/4 - GRS 0-sg ml - 1f 0.7 1.6
i
# CI Boring
4 Boring
®Pit Ground Surface Elevation- ft. Depth to Limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence 1 Boundary Roots _ GPM'
in. Munsell Qu.Sz.Cont.Color Gr. Sz Sh 'E1T*1 'Eff*2
— - —
❑ Boring
5 Boring#
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Application Rom,
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. TIM1 'Ef 2
*Effluent 01=BOD,>30<_220 mg/L and TSS>30<150 mg/L •Effluent#2=BODr<_30 mg/L and TSS<_30 mg/I.
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edge 3 of 4 oft. 24 ft. 40 ft. 80 ft.
Lot#21
BM#1 -Top of 3/4"PVC Pipe c�pp
100.0'
B-1
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104/ '6'
BMA12-Top of 3/4"PVC Pipe 02,$ i90.
1052'
• = Ground Surface Elevation
BM#&Description Bench= Mark
Elevation • B-1 = Boring Location & Elevation
100'
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
' . SEPTIC LOCATION i-i4 (-I
FOR: CRANE HILL OF HUDSON
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CORNERSTONE
LANID SURVEYING, INC