HomeMy WebLinkAbout018-2019-22-000
❑ %.sin SOIL EVALUATION REPORT #1911
Department of Commerce in accordance with Comm 85, Wis. Adm. Code ..r,P 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 size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
Please print all information. Re wed B Date
-:--Z= Ist, I Personal information you provide may be used for seconda s (Pri cy Law, s. 15.04 (1) (m)). - - J e `4f
Property Owner c C Property Location
Rolling Hills Of Hammond LL R Govt. Lot na SW1/4, SW1/4, S29, T29N, R17W
Property Owner's Mailing Address 9 2 Lot # Block # Subd. Name or CSM#
400 2nd st wL 22 na Rolling Hills Farm I - a 3 y
City State Zip Code CRO er ❑ City Village Z Town Nearest Road
Hudson WI 540 % ' 715- 0 Hammond 160Th St
❑ New Construction Use: ❑ ntial / 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 At Grade or Mound Design. System Elevation for At Grade 100.20ft for Mound 100.20ft based on contour
and recommendations: line elevation 99.70ft. Minimuum 6 inches ASTM C-33 mound sand.
❑ Boring
F1 Boring # Pit Ground surface elev. 98.90 ft. Depth to limiting factor 100 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 0-11 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 11-26 10yrr4/4 none sicl 2msbk mfr cs na .4 .6
3 26-51 10yr4/4 none scl 2msbk mfr cs na .4 .6
4 51-100 10yr7/8 none cos osg mvfr na na .7 1.6
Boring # ❑ Boring
❑ Pit Ground surface elev. 98.90 ft. Depth to limiting factor 44 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 0-16 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 16-26 10yrr4/4 none sicl 2msbk mfr cw na .4 .6
3 26-44 10yr4/4 none sl 2msbk mfr gw na .6 1.0
4 44-76 5yr4/4 f2d 7.5yr5/6 scl om na gw na .0 .0
5 76-96 10yr7/8 f2d 7.5yr5/6 cos osg ml na na .7 1.6
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sig ur : CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 6/12/2006 715-760-0347
SBD-8330 (R.07/00)
Property owner RoBi'ng Hills Of Hammond LLC. Parcel ID # Pending Page 2 of 3
F3 ]Boring # ❑ Boring
❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 54 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 0-9 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 9-25 10yrr4/4 none Sid 2msbk mfr gw na .4 .6
3 25-54 10yr4/4 none SI 2msbk mfr gw na .6 .10
4 54-96 10yr7/8 c2d 7.5yr5/6 cos osg mvfr na na .7 1.6
❑ 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 GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 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 Sal Service
y a ,
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Rolling Hills Of Hammond LLC 994 200t" St.
CST-POWTSM Swl/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 22 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.
Legend N
1" = 40'
= Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.20 ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
BI = 98.90 ft
B2 = 98.90 ft
B3 = 100.00 ft
B4 = 0.00 ft
o~
Z 36 ~
.5/e
~r
7 r
16` Ar
G"rn er-
t- a--a--