HomeMy WebLinkAbout002-1009-50-000
Parcel 002-1009-50-000 07/07/2009 04:58 PM
PAGE 1 OF 1
Alt. Parcel 05.29.16.68A 002 - TOWN OF BALDWIN
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - KANTEN, THOMAS M & MELODY A
THOMAS M & MELODY A KANTEN
1187 220TH ST
BALDWIN WI 54002
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 0231 BALDWIN-WOODVILLE AREA 1'lC ) I 0 /
SP 1700 WITC S M repj r4-SA
Legal Description: Acres: 37.400 Plat: N/A-NOT AVAILABLE
SEC 5 T29N R16W SE NE EXC COM SW COR SE Block/Condo Bldg:
NE, TH E 299.4 FT, N 4 DEG E 377 FT, W
TO W LN SE NE, S ON W LN TO POB TOWN Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
BALDWIN. 05-29N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
03/19/2002 673950 1856/463 TD
02/19/1993 495250 993/621 LC
02/19/1993 495249 993/620 QC
02/18/1988 434592 803/301 LC
2009 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 04/16/2007
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 2.000 400 0 400 NO
UNDEVELOPED G5 13.400 9,400 0 9,400 NO
AGRICULTURAL FOREST G5M 22.000 28,100 0 28,100 NO
Totals for 2009:
General Property 37.400 37,900 0 37,900
Woodland 0.000 0 0
Totals for 2008:
General Property 37.400 37,900 0 37,900
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch PRGRM
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
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SOIL EVALUATION REPORT
Wisconsin Department of Commerce Page 1 of 4
Division of Safety and Buildings
County A.C.E. Soil & Site Evaluations
iR ae: ~ancewith Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 8'%x 11 inches in siz~~VE D St. Croix
include, but not limited to: vertical and horizontal reference point (BM),
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
From 2-1009-50-000
P/ease print all information. ,JUL O Z ZOOS Revie d By Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7 lS
ST - - - F VQ~
Property Owner PLANNING
Thomas M. & Melody A. Kanten Govt. Lot SE 1/4 NE /4 S 5 T 29 N R 16 W
Property Owner's Mailing Address Lot # Block # Subd. Name or SQL LICK y ?1
1187 220th Street 1 Propose~SM Y~
City State Zip Code Phone Number City J Village 60 Town rest Rned
Baldwin WI 54002 (715) 684-2613 Baldwin 115Th Ave. & 220Th Street
IJ/ New Construction Use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
J Replacement Public or commercial - Describe:
Parent material Glacial Till Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitale for mound with 24" of ASTM-C 33 sand placed on 99.00' co2JI ourLo System elevation to be
101.000'. See Memo page. g , A
Boring # J Boring
Pit Ground Surface elev. 99.49 ft. Depth to limiting factor 12" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 1Oyr3/3 none sil 2fsbk mvfr cs 2fm,1c 0.6 0.8
2 6-12 1Oyr5/3 none sil 2fsbk mvfr cs 2fmc 0.6 0.8
3 12-15 1Oyr5/3 f2f 7.5yr5/8 sit 1fsbk ds cw 1fm 0.4 0.6
4 15-26 7.5yr4/6 c2d 7.5yr5/8 sl 1csbk dh cw 1fm 0.4 0.6
5 26-39 7.5yr4/4 mm2d.5yr5/8 & sl Om dh - - 0.2 0.6
E Boring # J Boring
1/ Pit Ground Surface elev. 96.94 ft. Depth to limiting factor 15" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
A 1 0-6 1Oyr3/3 none sit 2fsbk mvfr cs 2fm,1c 0.6 0.8
2 6-15 1Oyr5/3 none sit 2fsbk mvfr cs 2fmc 0.6 0.8
3 15-18 1Oyr5/3 f2f 7.5yr5/8 sit 1fsbk ds cw lfmc 0.4 0.6
4 18-29 7.5yr4/6 f2d 10yr5/6/2& gr sl 1csbk dh cw 1fm 0.4 0.6
5 29-36 7.5yr4/4 fLd 10yr56/2& gr sl Om dh - - 0.2 0.6
* Effluent #1 = BOD? 30 < 220 mg/L nd TSS >30 < 0 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signat e: CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Oscea, WI 54020 6/19/2009 715-248-7767
Property Owner Thomas M. & Melody A. Kanten Parcel ID # From 002-1009-50-000 Page 2 of 4
3 ] Boring # - Boring
r~ Pit Ground Surface elev. 99.90 ft. Depth to limiting factor 12" in. Soil Application Rate
F
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 0-5 10yr3/3 none sil 2fsbk mvfr cs 2fm,1c 0.6 0.8
2 5-12 10yr5/3 none sil 2fsbk mvfr cs 2fmc 0.6 0.8
3 12-16 10yr5/3 f2f 7.5yr5/8 sil 1fsbk ds cw 1fmc 0.4 0.6
4 16-24 7.5yr4/6 f2f 7.5yr5/8 gr sl 1csbk dh cw 1fm 0.4 0.6
5 24-36 7.5 r4/4 t2d 7.5yr5/8 & r sl Om dh - - 0.2 0.6
Y f2d 10yr6/2 g
Boring # J Boring
F-1 J 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/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring # -I Boring
F-1 J 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 = 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) A.C.E. Soil & Site Evaluations
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' 2164 Page A/ of 4
PROPERTY OWNER: Thomas M. & Melody A. Karsten SOIL AND SITE EVALUATION
PARCEL I.D.# From 002-1009-50-000 A.C.E. Soil & Site Evaluations
REPORT MEMO
Soil evaluation completed for subdivision creation. Dense tree cover limits ability to explore soil conditions
throughout parcel. Further soil testing after building site is established and cleared may result in more suitable
system area. Soil conditions appear to be uniform throughout immediate area.
Placement of mound system within Dairyland Power Utility Right of Way verbally approved by Kurt Childs June 16,
2009.
Onsite soil verification completed with Ryan Yarrington of St. Croix County Zoning Dep't. June 19, 2009.
~;L t✓ 1I>c rl_S 2165
Wisconsin Department of Commer - SOIL EVALUATION REPORT Page 1 of 4
Division of Safety and Buildings 7? ccordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8'% x 11 inches in size. County P~i3~9t~'vE ® St. Croix
include, but not limited to: vertical and horizontal reference point (BM), di
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D.
From 002-1009-50-000
Please print all information. JUL O 2 2009 Review By Date L
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Q I (1/1~
Property Owner PLANNI (Pa 5)9QftAGQA1 6E
Thomas M. & Melody A. Kanten Govt. Lot SE 19 NE 1/4 S 5 T 29 NR 16 W
Property Owner's Mailing Address Lot # Block # Subd. Name or C
1187 220th Street 2 Proposed 6SM
City State Zip Code Phone Number J City _f Village e Town res
Baldwin WI 54002 (715) 684-2613 Baldwin 220Th Street
r/' New Construction Use: _W1 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
I Replacement J Public or commercial - Describe:
Parent material Glacial Till Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitale~~ASTM-C 33 sand placed on 98.15' contour. System elevation to be
100.000'. See Memo page. / Vr S c7 D "
Boring # J Boring
Pit Ground Surface elev. 95.94 ft. 14" Soil Application Rate
Depth to limiting factor in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munselt Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-7 10yr3/3 none sit 2fsbk mvfr cs 2fm,1c 0.6 0.8
2 7-14 10yr5/3 none sil 2fsbk mvfr cs 2fmc 0.6 0.8
3 14-18 10yr5/3 f2f 7.5yr5/8 sil 1fsbk ds ctnr 1fm 0.4 0.6
4 18-24 7.5yr4/6 c2d 7.5yr5/8 sl 1csbk dh cw 1f 0.4 0.6
5 24-42 7.5yr4/4 c2dd 7d.lkr5/82& sl Om dh - 1vf 0.2 0.6
Boring # Boring
116 Pit Ground Surface elev. 95.46 ft. Depth to limiting factor 17' in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 10yr3/3 none sil 2fsbk mvfr cs 2f,1mc 0.6 0.8
V 2 6-17 10yr5/3 none sil 2fsbk mvfr cs 2f,1 m 0.6 0.8
3 17-21 10yr5/3 f2f 7.5yr5/8 sit 1fsbk ds cw 1fm 0.4 0.6
4 21-25 7.5yr4/6 c2d 7.5yr5/8 sl 1csbk dh cw 1f 0.4 0.6
5 25-35 7.5yr4/4 c2d7d. 5yr58/ & sl Om dh - 1 of 0.2 0.6
* Effluent #1 = BOD? 30 < 220 mg/ and TSS >30 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Sign ,pfure: CST Number
James K. Thompson Z---- 3602 /-5e, ~--10 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Os ola, WI 54020 6/19/2009 715-248-7767
Property Owner Thomas M. & Melody A. Kanten Parcel ID # From 002-1009-50-000 Page 2 of 4
3] Boring # I Boring
10 Pit Ground Surface elev. 98.01 ft. Depth to limiting factor 15" 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
1 0-6 10yr3/3 none sil 2fsbk mvfr cs 2f,1mc 0.6 0.8
2 6-15 10yr5/3 none sil 2fsbk mvfr CS 20mc 0.6 0.8
3 15-18 10yr5/3 f2f 7.5yr5/8 sil 1fsbk ds cw 1fm 0.4 0.6
4 18-22 7.5yr4/6 c2d 7.5yr5/8 sl 1csbk dh cw 1vf,f 0.4 0.6
5 22-37 7.5yr4/4 c2d 7.5yr5/8 & m2d 10 /2 sl Om dh - 1vf 0.2 0.6
Boring # J Boring
F-1 J 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/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring # J Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stnxture Consistence Boundary Roots P
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 = 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) A.C.E. Soil & Site Evaluations
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PROPERTY OWNER: Thomas M. & Melody A. Kanten SOIL AND SITE EVALUATION Page q of 4
PARCEL I.D.# From 002-1009-50-000 A.C.E. Soil & Site Evaluations
REPORT MEMO
Soil evaluation completed for subdivision creation. Dense tree cover limits ability to explore soil conditions
throughout parcel. Further soil testing after building site is established and cleared may result in more suitable
system area. Soil conditions appear to be uniform throughout immediate area.
Placement of mound system within Dairyland Power Utility Right of Way verbally approved by Kurt Childs June 16,
2009.
Onsite soil verification completed with Ryan Yarrington of St. Croix County Zoning Dep't. June 19, 2009.
j (8"j ;C Pd L..)eA-
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2166
Wisconsin Department of Commerce .,SM EVALUATIO REPORT ~ - Page 1 of 4
Division of Safety and Buildings rcl
i~ ordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8/ x 11 inches in sizeRECEIVED County
St. Croix
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
JUL 0 2 2009 From 00 -1009-50-000
Please print all information. Revie By Date
Personal information you provide may be used for secondary purposes (Privacy Law, 1g.04('~ fm)) .
ST &ROIXWeI~VTY J
Property Owner PLANNIN
Thomas M. & Melody A. Kanten Govt. Lot SE 1/4 NE 114 S 2 T 29 N R 16 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1187 220th Street 3 Propo d CSM
City State Zip Code Phone Number _J City J Village a Town Nearest Ro
Baldwin WI 54002 (715) 684-2613 Baldwin 220Th Street
J New Construction Use: sel Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
J Replacement J Public or commercial - Describe:
Parent material Glacial Till Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitale for mound with 14" of ASTM-C 33 sand placed on 96.10' contour. System elevation to be
97.25'. See Memo page.
Boring # J Boring
✓J Pit Ground Surface elev. 96.18 ft. Depth to limiting factor 26" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2
1 0-6 1Oyr3/2 none sil 2fsbk mvfr as 2fmc 0.6 0.8
2 6-16 1Oyr5/4 none sil 2fsbk mvfr cw 2fm,1c 0.6 0.8
3 16-26 1 Oyr4/6 none sicl 2msbk mfr cw 1 vf,fm 0.4 0.6
4 26-32 7.5yr4/6 f2f 7.5yr5/8 sl 1msbk mfi cvv 1vf,fm 0.4 0.6
5 32-49 7.5yr4/4 f2f 7.5yr5/8 sl Om mfi - 1vf 0.2 0.6
E Boring # I Boring
✓ Pit Ground Surface elev. S 33 fl, Depth to limiting factor 22" in. Soil Application Rate
-j
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-6 1Oyr3/2 none sil 2fsbk mvfr cs 2fmc 0.6 0.8
2 6-18 1Oyr5/4 none sil 2fsbk mvfr cs 2fm,1c 0.6 0.8
3 18-22 7.5yr4/6 none sl 1msbk mfr cw 1f 0.4 0.7
4 22-47 7.5yr4/4 f2f 7.5yr5/8 sl Om mfi - 1 of 0.2 0.6
* Effluent #1 = BOD5> 30 < 220 mg/L an TSS >30 < 1 0 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signatu . CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 6/19/2009 715-248-7767
Property Owner Thomas M. & Melody A. Kanten Parcel ID # From 002-1009-50-000 Page 2 of 4
3 ] Boring # J Boring
Pit Ground Surface elev. 95.28 ft. Depth to limiting factor 26" in. Soil Application Rate
F
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
1 0-5 10yr3/2 none sil 2fsbk mvfr cs 2fmc 0.6 0.8
2 5-17 10yr5/4 none sil 2fsbk mvfr cs 2fm,1c 0.6 0.8
3 17-26 7.5yr4/6 none sl 1msbk mfr cw 1f 0.4 0.7
4 26-39 7.5yr4/4 f2f 7.5yr5/8 sl Om mfi - 1 of 0.2 0.6
F-1 Boring # - I Boring
Pit Ground Surface elev. ft. Depth to limiting factor in. Sod 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
Boring # J Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5> 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) A.C.E. Soil & Site Evaluations
c;~,p~o,Y.locu.~lG~ o~,oio~0ascd a,-c!~ /ct/,yre. ~ ~ih ~c%n,~ot 3o~P
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PROPERTY OWNER: Thomas M. & Melody A. Kamen SOIL AND SITE EVALUATION Page
PARCEL I.D.# From 002-1009-50-000 A.C.E. Soil & Site Evaluations
REPORT MEMO
Soil evaluation completed for subdivision creation. Dense tree cover limits ability to explore soil conditions
throughout parcel. Further soil testing after building site is established and cleared may result in more suitable
system area. Soil conditions appear to be uniform throughout immediate area.
Ilk
A,~o 2167
OIL EVALUATION REPORT` 09-
Wisconsin Department of Commerce Page 1 of 4
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8'% x 11 inches in s 1 aVE D County St. Croix
include, but not limited to: vertical and horizontal reference point (BM , i n
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
n~ From 002-1009-50-000
Please print all information. J U L O 2L i;+ Rev' d By Date
Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). aq
rl. Property Owner PLANNING RCOP 410
Thomas M. & Melody A. Kanten Govt. Lot SE 1/4 NE /4 S 5 T 29 NR 16 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1187 220th Street 4 Proposed CSM
City State Zip Code Phone Number J City _J Village e Town Nearest Road
Baldwin WI 54002 (715) 684-2613 Baldwin 220Th Street
W1 New Construction Use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
J Replacement J Public or commercial - Describe:
Parent material Glacial Till Flood plain elevation, if applicable Na
General comments
and recommendations: Site suitale for mound with 18" of ASTM-C 33 sand placed on 98.00' contour. System elevation to be
99.50'. See Memo page.
Boring # I Boring
Pit Ground Surface elev. 97.98 ft. Depth to limiting factor 18" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *E`1#1 *Eff#2
1 0-4 1Oyr3/2 none sil 2fsbk mvfr as 2fmc 0.6 0.8
2 4-18 1Oyr5/4 none sil 2fsbk ds aw 2fmc 0.6 0.8
3 18-26 7.5yr4/6 f2f7.5yr5/8 sl 1msbk dsh cw 1fm 0.4 0.7
4 26-42 7.5Yr4/4 c I d d man ann. /8 & concr. sl Om dh - 1fm 0.2 0.6
F2] Boring # I Boring
Pit Ground Surface elev. 96.75 ft. Depth to limiting factor 21" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP5-tW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-5 1Oyr3/2 none sit 2fsbk mvfr as 2fmc 0.6 0.8
2 5-16 10yr5/4 none sil 2fsbk mvfr aw 2fmc 0.6 0.8
3 16-21 1Oyr4/4 none sl 2msbk mfr cw 1fm 0.6 1.0
r528-41 1-28 7.5yr4/6 f2f 7.5yr5/8 sl 1 msbk mf cw 1 fm 0.4 0.7
7.5yr4/4 f2f 7.5yr5/8 & sl Om mf - - 0.2 0.6
c 1 d mang. concr.
* Effluent #1 = BODs> 30 < 220 mg/L a rd TSS >30)150 mg/L *Effluent #2 = BODS < 30 mg/L and TSS s.30 mg/L
CST Name (Please Print) Sign re: CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 6/19/2009 715-248-7767
Property Owner Thomas M. & Melody A. Kanten Parcel ID # From 002-1009-50-000 Page 2 of 4
F3 ]Boring # J Boring
J Pit Ground Surface elev. 98.00 ft. Depth to limiting factor 21" 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
1 0-5 10yr3/2 none sil 2fsbk mvfr as 2fmc 0.6 0.8
2 5-15 10yr5/4 none sil 2fsbk mvfr aw, 2fmc 0.6 0.8
3 15-21 10yr4/4 none sl 2msbk mfr cw 1fm 0.6 1.0
4 21-31 7.5yr4/6 f2f7.5yr5/8 sl 1msbk mfi cw 11fm 0.4 0.7
5 31-43 7.5yr4/4 f2f 7.5yr5/8 & cld man. concr. sl Om mf - - 0.2 0.6
F-1 Boring # I Boring
Pit Ground Surface elev. fl. 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
❑ Boring # Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fV
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 < 30 mg/L and TSS <30 mg/L
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SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations
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PROPERTY OWNER: Thomas M. & Melody A. Kanten SOIL AND SITE EVALUATION Page
PARCEL I.D.# From 002-1009-50-000 A.C.E. Soil & Site Evaluations
REPORT MEMO
Soil evaluation completed for subdivision creation. Dense tree cover limits ability to explore soil conditions
throughout parcel. Further soil testing after building site is established and cleared may result in more suitable
system area. Soil conditions appear to be uniform throughout immediate area.