HomeMy WebLinkAbout020-1490-04-000 RECEIVED c51-2011- 199
Wisconsin Department ofCommerce 6 SOIL EVALUATION REPORT Page 1 „t 4
Division of Safety and Buildings SEP L 5 L017
l l In accordance with Comm 85,Wis.Adm.Code $7'y(.y A 4 Hid Tv I --
County
ora St. Croix
• Attach complete sit 1. 0 s WV x I I inches in size. Plan must ty
Include but r OMMMVII2�1 zonlel reference point(BM). tro d 11 Parcel I.D.
Percent slope,scale or dimensions,north arrow,and BM referenced to^16—•. Cl0�_'� —�—V��
Please print all inform R7XV 071 Gy4 R`" °a1C
Personal information you provide may be used for secondary pur For.-- �Oir
Property Owner , ., ..,,wtton
Rolling Ridges LLC. Govt.Lot 5It45eV. Ne.
v. ' 13 T 29 N R 19 w
Property Owner's Mailing Address Lot N Block N Subd.Name or CSMN O,?O_ Nil—OIL )O
965 Alexander Rd. 4 C ect.N,, �-1 `1 / 3, ?9, 11. 3135
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: ®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: Construct at grade system along 100 foot contour. A boring was completed
approximately 100 feet west of B-4 to see if there was suitable soiffor a conventional. The soil west of B-4 was similar to that
described in B-1. There were no locations investigated upslope as we did not want to encroach on the potential building site at that
location.
I Boring# ❑Boring
Pit Ground Surface Elevation 98.6 ft. Depth to Limiting factor 40
0 in.
Soil Aoolicatlon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence' Boundary Roots GPD/R'
in. Munsell .Sz.Cont.Color_ _ r. h. *Ent TAM
1 0-10 10YR3/2 - SL 2-f-gr mfr gs 2f 0.6 1.0
2 10-21 10YR3/2 - SL 2-m-bk mfr cs 2f 0.6 1.0
3 21-32 10YR4/4 - SCL 2-m-bk mfr gw 2f 0.4 0.6
4 32-40 7.5YR4/4 - SCL 0-m mfi gs 1f 0.0 0.0
5 40+ 7.5YR4/4 7.5YR4/6 f-1-f SCL 0-rn mfi - - 0.0 0.0
2 Boring# ❑Boring f
®Pit Ground Surface Elevation 96.7 ft. Depth to Limiting factor 53 in.
_ Soil Acolication Rate
Horizon Depth Dominant Color Redox Description i Texture Structure Consistence Boundary Roots GPD/R'
in. _ Munsell u.Sz.Cont.Color_ _ Gr.Sz.Sh. TIM •E
1 0-9 10YR2/1 - SIL 2-m-gr mfr gs 3 f-co 0.6 0.8
2 9-30 10YR2/1 - SIL 2-m-bk mfr gs 2 f-co 0.6 0.8
3 30-53 10YR3/4 - S 0-sg ml as 1f 0.7 1.6
4 53-58+ 10TY5/4 7.5YR5/6 f-1-f SI 0-m mfr - - 0.0 0.0
•Effluent N 1=BOD,>30<_220 mg/L and TSS>30<150 mg/L •Effluent N2=BOD,<_30 mg/L and TSS<_30 mg/L
CST Name(Please Print) -- -�Si "` CST Number
Mark Iverson , 1� J a-1 46672
Address ( Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 August 30, 2017 715-796-5664
l
LOT L1
Property Owner Rolling Ridges LLC. Parcel ID# Page 2 of 4
3 0 Boring /
Boring#
®Pit Ground Surface Elevation 98.6 ft. Depth to Limiting factor 36 in.
Soil Aoolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It2
in. Munsell- _ Qu.Sz.Cont.Color Gr.Sz.Sh. "EffIFt E
1 0-11 10YR3/2 - SL 2-m-bk mfr gs 3 f-co 0.6 1.0
2 11-36 7.5YR4/4 - S 0-sg ml as 2 f-co 0.7 1.6
3 36-43 7.5YR4/3 7.5YR4/6 f-1-f SL 2-m-bk mfr as 1f 0.6 1.0
4 43-60+ 10YR4/4 J - S 0-sg ml - - 0.7 1.6
❑Boring 1
n Boring# ®Pit Ground Surface Elevation 102.8 ft. Depth to Limiting factor >90 in.
—-- -------- Soil Aoolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2
in. M ns II Qu.Sz.Cont.Color Gr.Sz.Sh. *E1M1 •E1Elt2
1 0-9 10YR32 - SL 2-f-gr mfr cs 3 f-co 0.6 1.0
2 9-24 7.5YR4/4 VGRS 0-sg ml gs 2 f-co 0.7 1.6
3 24-24 7.5YR4/4 - GRS 0-sg ml gs 1f 0.7 1.6
4 24-90+ 10YR4/4 - GRS 0-sg ml - 0.7 1.6
' 0 Boring
5 Boring It ®pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Aoolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAt2
in. Munsell Qu.Sz.Cont.Color _t Gr.Sz.Sh. ---__—, 'Eifel EIAr2
•Effluent#I=BODs>30<220 mg/L and TSS>30<_150 mg/L •Effluent#2=BOD5<30 mg/L and TSS-<30 mg/L
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Page 3 of 4 0 ft. 24 ft. 40 ft. 80 ft.
Lot#4
13-4 100'
-.102.8
102'
101
Bt 1 -Top of 3/4"PVC Pipe ' B-1 (B-3\, B1 1 -Top of 3/4"PVC Pipe
98.6) \98.6j 99.T
98' . B-2
. 99'
• = Ground Surface Elevation
BM/&Description = Bench Mark ! B-1 =
Elevation 1Uo j 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
. .. I L
SEPTIC LOCATION r
FOR: CRANE HILL OF HUDSON o 1oo 200
71 7-1
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GA
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952.1746 se L4BM2�
/ S6 L462 951.91
948.78 LOT 4
Area : 5.00 0.0,
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).: 1510
c g34.75
6 WEt 394
9
6'
DENOTES SOIL
1 BORING LOCATED
ON 9-1 3-1 7 '" 0
CORNERSTONE
LANID SURVEYING, INC