HomeMy WebLinkAbout018-2019-42-000 (2)
• Visconsin SOIL EVALUATION RE Ti #1865
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Steel's Soil Service
Attach complete site plan on paper not less than 8'% x 11 inches in an must County St. Croix
include, but not limited to: vertical and horizontal reference dire ion and
percent slope, scale or dimensions, north arrow, and lancet nearest road. Parcel I.D. Please print al or1i. R iewe Date Z~ may'/
Personal information you provide may be used fo secondary purpo ePOaw, s. 1 .04 (1) (m)). _ G~~Y~1~ 1 a 0
Property Owner dope Location
Rolling Hills Of Hammond LLC. O\XOOU Go na NW1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address S Lot # Block # Subd. Name or CSM#
400 2nd st 42 na Rolling Hills Farm 39~ d - ~l
City State Zip Code one Number ❑ City ❑ Village ❑ Town Nearest Road
Hudson WI 54016 715-386-0230 Hammond 160Th St
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe: na
Parent material Silty sediment and underlying reddish sandy loam till Flood plain elevation, if applicable na ft.
General comments Mound design, system elevation 100.60ft based on contour line elevation 99.60ft. Minimum 12 inches of
and recommendations: ASTM C-33 Mound sand.
a Boring # ❑ Boring
❑ pit Ground surface elev. 100.10 ft. Depth to limiting factor 72 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2
1 0-14 10yr3/1 none sil 2msbk mfr cs lvf .6 .8
2 14-36 10yr4/4 none sicl 2msbk mfr gw na .4 .6
3 36-56 10yr4/4 none sicl om na cs na .0 .0
4 56-72 7.5yr4/6 none Is osg mvfr na na .7 1.6
❑ Boring
2 Boring #
❑ Pit Ground surface elev. 100.10 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 10-26 10yr4/4 none scl 2msbk mfr gw ivf .4 .6
3 26-67 5yr4/4 none scl/sl om na cs na .0 .0
4 67-100 7.5yr4/6 none gris osg mvfr na na .7 1.6
" Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 m /L ' Effluent #2 = BOD5 <.30 mg/L and TSS S30 mg/L
CST Name (Please Print) Signat CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 5/5/2006 715-760-0347
SBD-8330 (R.07/00)
P, roperty owner Rolling Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3
❑ Boring # ❑ Boring
❑ pit Ground surface elev. 98.90 ft. Depth to limiting factor 24 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-12 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 12-24 4 none sic[ 2msbk mfr gw 1Vf .4 .6
3 24-35 5yr4/4 fld 7.5yr5/6 scl om na cs na .0 .0
4 35-65 10yr5/8 c2d 7.5yr5/6 scl om na na na .0 .0
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
I
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) Steel's Soil Service
e
r STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994200 th St.
CST-POWTSM Nwl/4,SW1/4,S29,T28N,R17w Baldwin, WI 54002
Lic. #248956 Town of Hammond, St Croix Co. Direct 715-760-0347
Rolling Hills Farm Lot 42 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted.
C 0 Cn e r Legend N
~j-- 1~ Z 11) = 40f
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.10 ft
Top of 3/4" pvc pipe
❑ =Borings
Boring Elevations
B1 = 100.10 ft
B2 = 100.10 ft
B3 = 98.90 ft
l z B4 = 0.00 ft
t
2
2- 6~
3
0
~0
l3 ` ,~yyat',-
t
lz~ \ 97,
rr-