HomeMy WebLinkAbout020-1171-10-000
2089
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D
percent slope, scale or dimemsions, north arrow, and location and dis4MV nearest road. 020-1171-1 0 000
Please print all information. LRevievv By Date -7
Personal information you provide ri , s. 15.04 6 Q
Property Owner cation
Dennis & Tracy Bjomstad Govt. Lot SE 1/4 NW I S 7 T 29 NR 19 W 4 6) Property Owner's Mailing Address Lot # lock # Subd. Name or CSM#
1060 Cottonwood Drive 98 - 101 / C•fi Edgewood Estates III
City Sta a Zi o um r _J City _ I Village 16 Town Nearest Road , t~G~r L ~
n liiew Road 3
Hudson ~ Hudson - lJ:g
New Construction Use: Wj Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Site suitable for conventional dispersal cell at 0.7 d loading rate. Recommended installing 42 Q-4
chambers in 3 trenches at levations at 94.25', 9 3.25, & 92.25'.
Boring # Boring
jN Pit Ground Surface elev. 97.75 ft. Depth to limiting factor >1 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ft'
in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. *Eff#1 "Eff#2
1 0-4 10yr2/2 none sl 2fcr mvfr cs 2fm,lc 0.6 1.0
2 4-37 10yr3/4 none Is 0 sg ml cs 2fmc 0.7 1.6
3 37-55 7.5yr4/6 none s 0 sg ml gs 1fm 0.7 1.6
4 55-80 10yr4/6 none s 0 sg ml cw - 0.7 1.6
5 80-102 10yr5/4 none s 0 sg dl - - 0.7 1.6
H#4 contains 1/2" - 3/4" bands of 7.5 /4 s. Horizon loading rate should not be affected by banding.
Boring # -I Boring
OM Pit Ground Surface elev. 98.83 ft. Depth to limiting factor >1 15" in. Sod 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 0-6 10yr2J2 none sl 2fcr mvfr cs 2fm,1 c 0.6 1.0
2 6-21 10yr3/4 none Is 0 sg ml cis 2fmc 0.7 1.6
3 21-37 10yr3/4 none sl 1 msbk mfr cs 1 fm 0.4 0.7
4 37-47 7.5yr4/6 none -'is 0 sg ml cs - 0.4 0.6
5 47-60 10yr4/6 none 3, Jf 0 sg di gs - 0.7 1.6
6 60-115 10yr5/4 none b1 s 0 sg dl - - 0.7 1.6
H#4 contains high clay content, resul ' akly cemented condition due to clay bridging between sand grains. H#5 contains 1)7'- 3/4" bands o
10y /64 Is. Banding should not reduce permiability of horizon.
" Effluent #1 = BOD 5> 30 < 22 mg/L and TSS 30 < 150 mg/L ' Effluent #2 = BOD S30 mg/L and TSS s 3O mg/L
CST Name (Please Print) ignature CST Number
James K. Thompson 3-- 3602
Address A.C.E. Soil & Site Evalua ' Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 8/29/2007 715-248-7767
Property Owner Dennis & Tracy ~ B' mstad Parcel ID # 020-1171-10-000 Page 2 of 3
a Boring # I Boring
J Pit Ground Surface elev. 92.57 ft. Depth to limiting factor > 104" 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 0-3 10yr3/2 none si 2fcr mvfr Cs 2fm,1 c 0.6 1.0
2 3-21 10yr4/4 none Is 0 sg ml Cs 2fmc 0.7 1.6
3 21-37 7.5yr4/6 none s 0 sg ml Cs 1fm 0.7 1.6
4 37-57 10yr4/6 none s 0 sg ml Cs - 0.7 1.6
5 57-72 10yr5/4 none s 0 sg dl gs - 0.7 1.0
6 72-104 10yr5/4 none s 0 sg dl - - 0.7 1.6
H#5 contains 1/2" - 3/4" bands of 7.5yr414 Is. Horizon loading rate should not be affected by banding.
❑ Boring # Boring
I Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIV
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
i
ICI
I
Boring # Boring
F-1_J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
i
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fiZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/1- and TSS >30 < 150 mgA. * Effluent #2 = BODS L30 mg/L and TSS S.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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Parcel 020-1171-10-000 02/22/2008 11:25 AM
PAGE 1 OF 1
Alt. Parcel 07.29.19.1066 020 - TOWN OF HUDSON
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
O - BJORNSTAD, DENNIS M & TERESA
DENNIS M & TERESA BJORNSTAD
1060 COTTONWOOD DR
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description * 357 EDGEWOOD DR
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 1.430 Plat: 05-029-EDGEWOOD ESTATES III 020-86
SEC 7 T29N R1 9W LOTS 98,99 100 & 101 Block/Condo Bldg: LOT 98
EDGEWOOD ESTATES III
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
07-29N-19W
Notes: Parcel History:
Date Doc # Vol/Page Type
09/04/2007 859863 WD
05/03/1999 602368 1423/268 WD
07/23/1997 739/217
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/25/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 1.430 55,900 0 55,900 NO
Totals for 2008:
General Property 1.430 55,900 0 55,900
Woodland 0.000 0 0
Totals for 2007:
General Property 1.430 55,900 0 55,900
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00