HomeMy WebLinkAbout018-2009-34-000
1520
-y SOIL EVALUATION REPORT Page 1 of 3
Wisconsin Department of Commette Steel's Soil Service, Inc.
Division of Safety and Buildings t` in accordance with Comm 85, Wis. Adm. Code County
St. Croix
Attach complete site plan duper not less than 8% x 11 inches in size. Plan must ,
point B direction and '
include, but not limited to vertic8Ferld horizontal reference po ( Parcel I.D. '
percent slope, scale or dimensions, noRhargow, mid location and distance to nearest road. ~f
Please print all informatipn. Reviewed By Date
..f ~rr-ter- /S~ L~fi
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Govt. Lot n/a NE 1/4 NE 1/4 S 4 T 29 N R 17 W
Cutting Edge Four, LLC Lot # Block # Subd. Name or CSM#
Property Owner's Mailing Address ~ N/A Hillside Heights
E976 170 TH Street
City State Zip Code Phone Number J City _j Village lool Town Nearest Road
Cty Rd T
Hammond I WI 54015 715-796-2793 Hammond
GPD
Use: Residential / Number of bedrooms 4 Code derived design flow rate 600
New Construction
Replacement I Public or commercial - Describe:n/a
n/a
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable
General comments
and recommendations: Mound design, system elevation 98.55 ft, based on contour line elevation 97.80 .
Boring # I Boring Z7 Soil Application Rate
fim Pit Ground Surface elev. 98.70 ft. Depth to limiting factor in. GPDlt
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. *Eff#1 *Eff#2
Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
.8
1f •6
1 0-10 10yr311 none sit 2msbk mfr cs
mfr gw 1 of .4 .6
2 10-27 10yr4/6 none sicl 2msbk
mfr n/a n/a .2 .6
none sl om
3 27-96 7.5yrti/4
Boring # Boring J
❑ Pit Ground Surface elev. 98.70 ft. Depth to limiting factor in. Soil Application Rate
GPDfft=
*Eff#1 *Eff#2
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
Munsell Qu. Sz. Cont. Color Gr. u Sh.
in. .8
mfr cs 1f •6
1 0-10 10yr3/1 none sil 2msbk
mfr gw n/a .4 .6
2 10-28 10 - none sicl 2msbk
mfr n/a n/a .2 .6
om
28-60 7.5yr6/4 f2d 7.5yr5/6 sl
* Effluent #2 = BOD < 30 mg/L and TSS <_30 mg/L
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L 5 Cmber
CST Name (Please Print) Signal 4 2 ST ST Nu Nu
David J. Steel
Date Evaluation Conducted 715-684-5680 Number
Address Steel's Soil Service, Inc. 9/7/2004
994 200th St., Baldwin, WI 54002
L ■
r
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3] Boring # Boring
II' Pit Ground Surface elev. 96.50 ft. Depth to limiting factor P-! in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs 1f .6 .8
i
2 10-29 10yr4/4 none sicl 2msbk mfr cs n/a .4 .6
3 29-96 7.5yr6/4 f1f7.5yr5/6 sl om mfi n/a n/a .2 .6
❑ Boring # I 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
it
I
❑ Boring # J 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD? 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.
10
Page 3 of 3
STEEL'S SOIL SERVICE INC.
David J. Steel 994 200th St.
CST-POWTSM Cutting Edge Four, LLC Baldwin, WI 54002
Lic. #248956 NE1/4,NE1/4,S4,T29N,R17W Bus.(715) 684-5680
Town of Hammond, St. Croix Co. Fax.(715) 684-3449
Hillside Heights, Lot 34
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your
use.
Legend
1" = 40'
♦ =Benchmark Ele. 100.00Ft
Top of 3/4" pvc pipe
• = Alt Benchmark Ele. 100.30Ft
Top of 3/4" pvc pipe
❑ = Borings
Boring Elevations
B 1 = 98.70Ft
B2 = 98.70Ft
B3 = 96.50Ft
B4 = OO.OOFt
MI t
rl
~b
lid F
i(~atcr ~ ne
.te r J \~c --1 I lv- v c I~ r b. /g I z IN o y i I I u E-, I
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/ z w / - \ \ I '142-g. 910'
X ( \38
w
910849 S.F. 85162
~VV~J I I I I I \ \ `
~I2.09 Ac. 1 1.,96
CN / / ~
\ \ N1~ ' 78~0F./ 14.8. 81083 S.F. / I N.B. 774,
`or) 11.80 #C. / / N.B. .86 Ac. N.B. 1.72
N.h. 7858 ~/F.
/ / / LBO = 1104.0'
/ /N.8 / 1.90 #c. /
//BCN HNo ARK LBO =1110
X1,8 9 51 1 E OFD 9~ 1(R 0 PA P E
0 8.4 91 LEV~TIQN - 1211.651 1
~ rl ~ 1774 ~1 1 I ~ ~ 8 tx
12?~ I 9 I I ss~ I
361 Co
/ % I I I I 20 25' i 1
i 76538 , -F. . / I / / / I I 1 \ \
1.7
\ \ \ \ rn
W.B. 71612 S.F. \ \
N.6. 1 _64-Ac. 6 ~ 6 ~ 7 8.F.\ \
88' "TEMPORARY - \ 1\ 5 A\ . \ - \ \ \ \ \ \
C
UL-DE- AE - 7623 \ S.
EAA~n TO
\ N.B. \666`57F. \ 1 .5 1 Arc. _
UPON .
--EXTEXTENS IOAI -eF-- \ N.B.\ 1.5 5 Ac.\ N~R. 70`97 S.F\ \
O \ NA 1.61\Ac. \
AL LH
89'37'51' \ LBO 1
\ \ 1 I
N \1526-1
l)
N 89°3 T5
VW 625.185'\ 39 (P 3.