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Wiscansig Department ofCommeraSEP 25 ZO17SOIL EVALUATION REPORT Page 1 of 4
Div"sion of Safety and Building In accordance with Comm 85,Wis.Adm.Code
ST.CROIX COUNTY County
Attach compt a x 1 I inches in size. Plan test a St. Croix
Include but not limited to:vertical and horizontal reference poi M). ectiri '� P I D. Iw p
Percent slope,scale or dimensions,north arrow,and BM refer' 1' i -/6 f!`0 -` a^a6
Please print all infc 1 et 4 Rev ed by Date
Personal information you provide may be used for secondary f 4P R2 nv 07 . //t /
Property Owner _ nun e7I/l-.non
Rolling Ridges LLC. Govt.Lot v. V. s 13 ri29 N R 19 w
Property Owner's Mailing Address Lot N Block N Subd.Name or CSM yo d
965 Alexander Rd. 2K ��..i., 1-1-: O Hbt-
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 GPI)
0 Replacement 0 Public or Commercial-Describe:
Parent Material - Loess over Outwash Flood Plain elevation if applicable N/A , ft.
General comments and recommendations: 7��x
❑Boring
I Boring t, p pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor >105 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description ( Texture Structure Consistence Boundary Roots GPD/fl'
in. Munsell , Qu. Sz.Copt Color Gr.Sz.Sh. "Ent 'EMU
1 0-8 10YR3/2 1 - SIL 2_f-gr mfr gs 2 f-co 0.6 0.8
2 8-18 10YR4/4 - SICL 2-m-bk mfi gs 1m 0.4 0.6
3 18-48 7.5YR4/4 - GRCOS 0-sg ml gs - 0.7 1.6
4 48-105+ 7.5YR4/4 - S 0-sg ml - - 0.7 1.6
❑ Boring -- - - _— --
2 Boring# ®Pit Ground Surface Elevation 101.1 ft. Depth to Limiting factor >110 in.
-- _ --- SoilApdication-R
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPPM=
• — in. Munsell 4u.Sz.Cont.Color Gr.Sz.Sh. , 'Ent 'Efft2
1 0-6 10YR3/2 - SIL 2-f-gr mfr gs 3 f-co 0.6 0.8
2 6-15 10YR4/3 - GRSL 2-f-bk mfr gs 2f 0.6 1.0
3 15-70 7.5YR4/4 - GRCOS 0-sg ml gs 2f 0.7 1.6
4 70-110+ 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/L and TSS 5 30 mg/L
CST Name(Please Print) „ie,--)71atur CST Number
Mark Iverson C 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 September 1, 2017 715-796-5664
Rolling Ridges LLC.
Property Owner Parcel ID# P e 2 of 4
3 Bonn g 0 Boring
g ®Pit Ground Surface Elevation 104.7 ft. Depth to Limiting factor >110 in.
— - — SdI Aoo1icatlonR_ate
Horizon Depth Dominant Cobrr Redox Description Texture Structure Consistence Boundary Roots GPD/R2
in. - Munsell ! Du. Sz. Cont Color Gr.Sz.Sh. 'EMI
1 0-10 10YR3/2 - SL 2-f-gr mfr gs 3 f-co 0.6 1.0
2 10-28 5YR4/4 - EXGRS 0-sg ml gs 1f 0.5 0.5
3 28-40 7.5YR4/4 - GRS 0-sg ml gs 1f 0.7 1.6
4 40-110+ 10YR4/4 - S 0-sg ml gs - •0.7 1.6
❑ Boring
4 Boring 4 pPit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM'
in Munsell Qu.Sz.Cont. r Gr.Sz.Sh. *Ent 'OM
--,--- - -
CI Boring
5 Boring#
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PDAI' _
in. Munsell TI
Qu.Sz.Cont.Color Gr.Sz.Sh. _._ *EIl
I 1
•Effluent al=BOD,>30<_220 mg/L and TSS>30 s 150 mg/L •I-Yllucnt M2=BODs<30 mg/L and TSS<_30 mg/L
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• Page 3 of 4 oft. 24 ft. 40 ft. 80 ft.
Lot#24
B-2 ,
BM#1 -Top of 3/4"PVC Pipe if;
100' ,( B-1
t 100.0;'
707,
7
0-
BM#2-Top of 3/4"PVC Pip: 7OA,
105.2' AP
• = Ground Surface Elevation
BM#&Description = Bench Mark &1
Elevation / 100, = 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
SEPTIC LOCATION �l 1
FOR: CRANE HILL OF HUDSON
NORTH
zQ
�,. a a a f er on.
Q
{
J 1778
X933.42
,--SB L23 M2 1105 9 NeuSP6
944.37 O
-5B L23 2 6005
953.29
LOT 24
Area : 5.00
5B L2462--\
984.OP
SB L24
1/4
9p0.78
980
58 L24B1--'
984./2
5B L24B3
985.66
SB L24BM2
988.IQ
990
DENOTES SOIL
l' BORING LOCATED
ON 9-13-17
0 7L:r7m.m.100 200
CORNERSTONE
LANE) SURVEYING, INC