HomeMy WebLinkAbout008-1005-20-200
ORIGINAL 1453
• SOIL EVALUATION REPORT '
Wisconsin Department of Commerce Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Certified Soil Testing
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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. J /00 S 0
Rev' e Date
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Personal information you/IT ide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). GCS 3
Property Owner Property Location
Henze, Brad Govt. Lot NW 1/4 NW 1/4 S 2 T 28 NR 16 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
579 250th St. Q~ - 2+ A. CS'
City State Zip Code Phone Number ii City Village .f Town Nearest Ro !5 -7 -7
Woodville WI 54028 651-260-7740 Eau Galle --679 250Th St.
10 New Construction Use: Iti0i"I /,*umb6r of bedrooms 4 Code derived design flow rate 600 GP
Replacement Public or commercial - Describe:
Parent material loess over till Fld'plam elevation, if "aq NA
General comments . A.
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and recommendations: install 4' x 56.25' rock unit mound on 95.6 contour as upsl Ti ;edge k~VJl1~.7' san't fitI r 4 br total
when combined w/ existing mound; individual site design.
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Boring # _j Boring 5 41 ~
Pit Ground Surface elev. 95.4 ft. Depth to li ting'factorT In / Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consis(enc _ ry Roots GPD/ft'
in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-6 10YR 3/2 - sil 3 m gr m , cs /m .5 .8
2 6-11 10YR 3/2 - sil 2 f sbk mvfr gs 1 m .5 .8
3 11-19 10YR 3/3 - sil 2 m sbk mvfr gs if .5 .8
4 19-28 10YR 4/4 - sicl 2 m sbk mvfr cs if ..4 .6
5 28-39 10YR 4/4 f2f 7.5YR 4/6 sicl 1 m sbk mvfr cs - .2 .3
6 39-50 T.5YR 4/4 f3p 7.5YR 5/8,5/3 scl 0 m mfr cs - 0 0
7 50-56 2.5Y 7/3 f2d 7.5YR 4/6 fs 0 sg ml - - 5 9
2 Boring # Boring
Pit Ground Surface elev. 95.6 ft. Depth to limiting factor 30 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-6 10YR 3/2 - sil 3 m gr mvfr cs 1f/m .5 .8
2 6-11 10YR 3/2 - sil 2 f sbk mvfr gs 1m .5 .8
3 11-20 10YR 4/4 - sil 2 m sbk mvfr gs 1m .5 .8
4 20-30 10YR 4/4 sl 2 m sbk mvfr cs 1m .5 .9
5 30-50 7.5YR 4/4 f2f 7.5YR 4/6 si 0 m mvfr - - 3 .5
mottling becomes f3p 7.5YR 5/8,5/3 below about 40"
Effluent #1 = BOD5> 30 < 220 mg/L and TS >30 < 150 mg/L . Effluent #2 = BODS < 30 mg/L and TSS 30 mgL
CST Name (Please Print) S n ture: CST Number
Henry F. Grote 222774
Address Certified Soil Testing Date Evaluation Conducted Telephone Number
E. 4366 353rd Ave., Menomonie, WI 54751 11/10/2001 715-233-0398
Property Owner Henze, Brad Parcel ID # Page 2 of 3
❑ Boring #i Boring
4!f Pit Ground Surface elev. 95.6 ft. Depth to limiting factor 37 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-5 10YR 3/2 - sil 3 m gr mvfr CS 1f/m .5 .8
2 5-10 10YR 3/2 - sil 2 f sbk mvfr gs 1M .5 8
3 10-14 10YR 4/3 - sl 2 f sbk mvfr gs 1M .5 .9
4 14-19 10YR 4/4 - sl 2 m sbk mvfr Cs 1M .5 9-
5 19-37 7.5YR 4/4 - sl 1 m sbk mvfr cs 1 m .4 .6
6 37-50 7.5YR 4/4 f2p 7.5YR 5/8,5/3 sl 0 m mvfr - - .3 .5
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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 P '
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
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System design needs to incorporate equal loading to larger existing system and proposed smaller addition to bring total to 4 br sizing; same gpd/s ft
load over total 600 sq ft (minimum) final system; this approach discussed w/ G. Swim, LaCrosse Commerce
a Boring # Poring
' ;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/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
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Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 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) Certified Soil Testing
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Parcel 008-1005-20-200 03/28/2007 02:50
PAGE 1 OF 1
F 1
Alt. Parcel 2.28.16.228-20 008 - TOWN OF EAU GALLE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
0 - BURGESON, LOREN D & LINDA L
LOREN D & LINDA L BURGESON
579 250TH ST
WOODVILLE WI 54028
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description ' 577 250TH ST
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 2.000 Plat: 4294-CSM 16/4294 008/02
SEC 2 T28N R16W PT NW NW BEING CSM Block/Condo Bldg: LOT 02
X16/4294 LOT 2 2.000AC.AS$F-SSED WITH
008-1006-20400P22B-!0 Tract(s): (Sec-Twn-Rng 401/4 1601/4)
02-28N-16W NW NW
Notes: Parcel History:
Date Doc # Vol/Page Type
05/17/2002 679350 16/4294 CSM
2007 SUMMARY Bill M Fair Market Value: Assessed with:
0 008-1005-20-100
Valuations: Last Changed: 07/14/2004
Description Class Acres Land Improve Total State Reason
Totals for 2007:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Totals for 2006:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00