HomeMy WebLinkAbout030-2139-05-000 (2)
RECEIVED
1751
Wisconsin Deparhent of Comrm x* JAN 16 Z O O$OIL EVALUATION REPORT page 1 of 3
wdh C m 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Division of Safety and Buildings ST. C MoR9pe~.
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Attach complete site plan onLpar e. Plan must County
St. Croi
include but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road.
Parcel I.D. 050-CA
Pending fro
Please print all information. iewed By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner / Property Location
parry-!Mr 1jP; Govt. Lot SW 1 /4 N E 1 /4 S 4 T 29 N R 19 W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
P.O. Box 151 5 Park Hollow
City State Zip Code Phone Number City Village ✓ Town Nearest Road
Hudson WI 54016 (715) 386-2769 St.Joseph River Road
✓ New Construction Use: ✓ 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: Install three trenches at elev. 97.00' using 39 leaching chambers.
Boring # Boring cx~~ -ktu- o.o FeR. -&04
✓ Pit Ground Surface elev. 100.63 ft. Depth to limiting factor > 109° in. Soil Application Ra e'
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 10yr3/3 none sil 2fcr ds as 2fm,1c 0.5 0.8
2 6-14 10yr4/3 none sil 2fsbk ds cs 2fm,1 c 0.5 0.8 (p
3 14-27 10yr5/4 none sil 2msbk dsh cw 2fm 0.5 0.8
1
4 27-32 10yr4/6 none Is 0 sg dl cw 1vf 0.7 1.2 ,
a~
5 32-72 10yr5/6 none s & gr 0 sg dl gw 1vf 0.7 1.2 ,
50 y~.sb -
6 72-109 10yr6/4 none s 0 sg dl - - 0.7 1.2
Boring If Boring
✓ Pit Ground Surface elev. 100.45 ft. Depth to limiting factor > 110° in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 `Eff#2
1 0-6 10yr3/3 none sl 2fcr ds as 2fm,1 c 0.5 0.9 , (P
2 6-16 10yr5/4 none sil 2fsbk ds cs 2fm 0.5 0.8 , b
3 16-22 10yr4/6 none gr Is 0 sg dl cw 1fm 0.7 1.2
4 22-50 10yr4/6 none s & gr 0 sg dl cw if 0.7 1.2
5 50-110 10yr5/6 none s qr 0 sg dl - - 0.5 0.9 4A5-
H#5 con 1/8" -1/4" bands of 10yr4/4 Isy~t 16" 4" intervals. Loading rate reduced to reflect reduced perm iability of horizon due to banding.
Effluent #1 = BOD s> 30 < 220 mg/L nd TSS >30 < 1504L uent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signatur CST Number
James K. Thompson _ 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, 154020 11/132003 715-248-7767
• Property Owner Sam Miller Parcel ID # pending from 030-1014-50-000 Page 2 of 3
3 ] Boring # Boring
✓ Pit Ground Surface elev. 101.93 ft. Depth to limiting factor > 121" in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef1#2
1 0-14 10yr3/3 none sil 2fcr ds as 2fm,1c 0.5 0.8
2 14-27 10yr4/3 none sil 2fsbk ds cs 2fm,1 c 0.5 0.8
3 27-40 7.5yr4/6 none gr sl 2msbk ds cw 21m 0.5 0.9
4 40-48 7.5yr4/6 none gr Is 0 sg dl cw 1vf,f 0.7 1.2
~b 5 48-85 10yr5/6 none start. s 0 sg dl 9w - 0.5 0.9 . S
6 85-121 10yr6/4 none s 0 sg dl - - 0.5 0.9
1-1#5 & 6 contain 1/,V - 314" bands of 7.5yr314 Ifs at 4" -16" intervals. Loading rates reduced to reflect restricted permiabiility associated with banding.
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
❑ 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
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#l *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
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Parcel 030-2139-05-000 05/08/2007 10:15 AM
PAGE IOF1
Alt. Parcel 04.29.19.2043 030 - TOWN OF SAINT JOSEPH
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
05/21/2004 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - NEUBRAND, JASON R & MELINDA J
JASON R & MELINDA J NEUBRAND
750 MAPLE HILLS DR
MAPLEWOOD MN 55106
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 1172 56TH ST
SC 2611 HUDSON
SP 1700 WITC
Legal Description: Acres: 3.040 Plat: 10/06-PARK HOLLOW 030/04 LOTS 1/12
SEC 4 T29N R19W SW NE BEING PARK HOLLOW Block/Condo Bldg: LOT 05
'04 LOT 05 (3.040AC)
Tract(s): (Sec-Twn-Rng 40 1 /4 160 1/4)
04-29N-19W SW NE
Notes: Parcel History:
Date Doc # Vol/Page Type
10/05/2004 776139 2669/067 AGREE
10/05/2004 776138 2669/066 WD
05/21/2004 763511 10/06 PLAT
04/21/2003 718249 2214/03 WD
more...
2007 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 05/31/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 3.040 64,600 0 64,600 NO
Totals for 2007:
General Property 3.040 64,600 0 64,600
Woodland 0.000 0 0
Totals for 2006:
General Property 3.040 64,600 0 64,600
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