HomeMy WebLinkAbout018-2009-19-000
2 _ . , 1564
VALUATION REPORT
OIL E Page 1 of 3
Wisconsin Department of Commerce
Division of Safety and Buildings in accordanck with Comm 85, Wis. Adm. Code Steel's Soil Service, Inc.
County
Attach complete site plan on paper not less than R~x 11 i hes in size. Plan must St. Croix
include, but not limited to: vertical and horizontal referencetint (BM), direction and parcel I.D.
percent slope, scale or dimensions, north arrow; and locat and distance to nearest road. D 1 T y ~~2J~ ~tJf ./V
Please PnW all m- - 09~nepn n. Reviewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z, 1j,
Property Owner Property Location
Cutting Edge Four, LLC Govt. Lot n/a SE 1/4 NE 1/4 S 4 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
E976 170 TH Street 19 n/a Hillside Heights
City State Zip Code Phone Number J City _j Village W Town Nearest Road
Hammond WI 54015 715-796-2793 Hammond Cty Rd T
New Construction Use: I j Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement J Public or commercial - Describe.n/a
Parent material Ground and end moraines, pitted glaical drift Flood plain elevation, if applicable n/a
General comments
and recommendations: Conventional system, system elevation 95.15 ft. Trenches spaced and depth to code 4.59 ft below
grade.
Boring # Boring
I Pit Ground Surface elev. 98.40 ft. Depth to limiting factor 120 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 1vf .6 .8
2 11-38 10yr4/4 none scl 2msbk mfr gw na .4 .6
r 4 3 38-54 7.5yr4/4 none grsl 2msbk mfr cs na .6 1.0
54-120 7.5yr4/6 none sl/cos 2msbk mfr na na .6 1.0
a Boring # I Boring
im Pit Ground Surface elev. 98.40 ft. Depth to limiting factor 120 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 0-10 10yr3/1 none sit 2msbk mfr cs 1vf .6 .8
2 10-27 10yr4/4 none sicl 2msbk mfr cs 1vf .4 .6
3 27-46 5yr4/4 none scl 2msbk mfr cs na .6 .6
4 46-120 10yr6/4 none cos osg mvfr na na .7 1.6
I
Effluent #1 = BOD? 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) Signature: CST Number
David J. Steel - 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
994 200th St., Baldwin, WI 54002 9/13/2004 715-6845680
Property Owner Cutting Edge Four, LLC Parcel ID # Pending Page 2 of 3
3 ] Boring # 16 Boring
{ Pit Ground Surface elev. 100.10 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP *Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-10 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 10-27 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 27-47 7.5yr4/4 none grsl 2msbk mfr gw na .6 F1. 4 47-120 7.5yr4/6 none slAs 2mbsk mfr na na .6 ❑ Bo
ring # 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. *Efl#1 *Eff#2
F-1 Boring # I f 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 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 S.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.
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STEEL'S SOIL SERVICE INC.
David J. Steel Cutting Edge Four, LLC 994200 th St.
CST-POWTSM SE1/4,NE1/4,S4,T29N,R17W Baldwin, W154002
Lic. #248956 Town of Hammond, St. Croix Co. Bus.(715) 684-5680
Hillside Heights, Loi 19 Fax.(715) 684-3449
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. 104.70 ft
. j~. Top of 3/4" pvc pipe
= Alt Benchmark Ele. 100.10 ft
X7.3 li Top of 3/4" pvc pipe
❑ =Borings
Boring Elevations
it
B1=98.40ft
B2 = 98.40 ft
B3 = /C1?10 ft
B4 = . 00.00 ft !
/73/
7
"j3-°Y
.50 A
r / \ -408 25'
MWX = 1096.0' 2A \ \ _ I + \I ~fl
6$436 S.F. NA 4 523 S.F.\
1.50 c. NIIB., 05 Ac. ~
.184 7 , LBO = 1098.0' I I ! I I
14 ,t N 89' 0'59" W I i i t 23
4 4 74 _18'4 7" . 73
- - 1 1 i t
al
W
5. Ropos
ED-~,o
¢ 4 9- -8-9'32' 38~' W-
227.68'\ / ? ~ 1 1
I l
~ T, i ~ I I III
~ / I 11 Q
/ I III o
/ 1150374 S. F. + I I `
i 3.45 Ac. ! i I
N.B. 113556 S .Fe/
/ I
/I I
H = 1093.5' N.B. 2.61 -Cc. / I I
I no
LBO = 1095.5,
i1 p
H 1093.51 I O
1 ~ \I ► I 1 v
I
h 0648 S~\F.
2.43 Ac. \ l I I Q
\ \ U~c _ 10~5.5' I I I I I
1 4.8. 74386 S.F. \ \ \ (I Q
\ NEk, 1.70 A \ \ 1 II I
4\ \ I I I I O
Z\ 1 1 1 91170 +S.F. I } l I I I I I
I S.F. I 11.86 /Ac. 1 + I I 1 II
\ 1 ~LB. 811701 O ~ / ~ / I + 111
I
cry \ B. 1.86) Ac. / ~~LJ / 1 I I I y
BENCH
8/ IC) /I If P OF RAIL
1714176 S.F. M.B. 7147/~.F. ~i N~ + 1++ LEVATION
111. 4 ~1c. N 9. 1 AbJ
4 CORNER