HomeMy WebLinkAbout020-1491-06-000 (2) RECEIVED
CS1-3011- aoo
' Wisconsin Department ofCommera 2 5 �� OIL EVALUATION REPORT Page 1
Division of Safety and Buildings SEP �n accordance with Comm 85,Wis.Adm.Code 972 frA i ri a W cfr
Attach complete site • °IX 1.1111946111 inches
in size. County
St. Croix
Include but not zon re erenct point(BM), tmrorrdIt
Paaml I n
000
Percent slope,scale or dimensions,north arrow,and fi' Q�—PIT'��—
Please print all inform: F4PR2XVO71 GY4 Rev edby Date1
Personal information you provide may be used for secondary purl / 5/ /O
Property Owner rropcny Location
Rolling Ridges LLC. Govt.Lot 5'E V. ill/ 'A S 13 2 N R 19 w
Pn p..,ty Owner's Mailing Address Lot N Block Si Subd.Name or CS 020_ Pit_e4-0OD
965 Alexander Rd. 6 Grp 14-;t` /3•?1, tq. 3137
City State Zip Code Phone 0 City ❑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 ft.
General comments and recommendations: Keep the system as far south as possible. The soil 10 feet north of B-2 was much finer.
Zew,.x
❑Boring
1 Boring#
® Pit Ground Surface Elevation 96.3 ft. Depth to Limiting factor >90 in.
Soil Acolicetion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary I Roots GPP/R2
in. Munson Qu. Szcont.Color Gr,Sz.Sh. 1 'Eat EIM2
1 0-6 10YR32 - GRLS 0-sg mI gs 3f 0.7 1.6
2 6-22 7.5YR4/4 - GRS 0-sg ml gs 2f 0.7 1.6
3 22-90+ 10YR4/7 - GRS 0-sg mI - 1f 0.7 1.6
2 I Boring# ❑ Boring
®Pit Ground Surface Elevation 101.1 ft. Depth to Limiting factor >100 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPp1R2
in. Munson Qu.Sz.Cont.Color Gr.Sz.Sh. *Ent 'E1
1 0-12 10YR22 - SL 2-f-gr mfr cs 3 f-co 0.6 1.0
2 12-25 10YR4/3 - GRSL 2-f-bk mfr gw 2 f-co 0.6 1.0
3 25-100+ 10YR4/4 - GRS 0-sg mI - 1f 0.7 1.6
•Effluent NI=BOD,>30<220 mg/L and TSS>30 S 150 mg/L •Effluent N2=ROD,5 30 mg/L and TSS 530 mg/L
CST Name(Please Print) store CST Number
2Mark Iverson 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 August 30, 2017 715-796-5664
Property Owner Rolling Ridges LLC. Parcel ID# Page 2 of y
3 Burin # 0 Boring
g ®Pit Ground Surface Elevation 100 ft. Depth to Limiting factor >95 in.
Sal Aodiation Rate
Horizon Depth Dominant Color Redox Description Texture Structure 1 Consistence f Boundary Roots GP7fft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh_ 'Ent 'Ent 2
1 0-10 10YR3/2 - SIL 2-f-gr mfr cs 3f 0.6 0.8
2 10-28 7.5YR4/4 - SICL 2-rn-bk mfr gs 2f 0.4 0.6
3 28-41 7.5YR4/4 - LS 0-sg ml cw 1f 0.7 1.6
!
4 41-95+ 10YR4/4 - GRS 0-sg ml - - 0.7 1.6
0 Boring
Boring# ®pit Ground Surface Elevation _ft. Depth to Limiting factor in.
--- - -_-- Soil Application Rate ,
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP'At2 _
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 , 'EQ#2
' ' O Boring
5 Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Aooliation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPPAIt
in. Munsell u.Sz.Cont.Color Gr.Sz.Sh_ _ *EMI _ *OW
•Effluent NI=BOD,>30<_220 mg/L and TSS>30<_150 mg/L •Effluent N2=801335 30 mg/L and TSS<_30 mg/L
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Need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
•
Page 3 of 4 0 ft 24 ft. 40 ft BO ft. tik.
t611.!
Lot#6
BM#1 -Top of 3/4"PVC Pipe
93.9' B1
96.3 6
98
,-100
99.00
B-2
BM#2-Top of 3/4"PVC Pipe
t"~1r 104'
83
100/ /1o4
99.2• 102
• = Ground Surface Elevation
BM#8 Description = Bench Mark B-1 -
Elevation 0 = 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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