HomeMy WebLinkAbout010-1022-30-050
t'Aj-Sq-,'U..-EVALUATION REPORT #2270 lot 3
Department of Commerce accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings Gustum Septic Service
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. t 34-0
Please print all information. Revie d By Date
Personal information you provide may be us vacy s. 15.04 (1) (m)). Z LL 07
Property Owner roperty Location 7 1
Arvold, Don 3ovt. Lo n/a NW1/4, E1/4, S10, T30N, 6W /
Property Owner's Mailing Address L t # Block # Subd. Name o SM#/~ -
1673 250th St. n/a Pen ' - Z j I (r!
City State Zi Cod%T. ~6711x iit~?kK~ j City '-j Village V1 Town Nearest Road GLA' ?
Emerald WI 5 01 .5.2 Emerald 170Th Ave.
New Construction Use: t/ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial - Describe:
Parent material sandstone Flood plain elevation, if applicable n/a ft.
General comments Part of new 12 acre parcel. House area not yet determined. Recommend moud system along 98.2'
and recommendations: contour.
Boring # _f Boring
F-11 Pit Ground surface elev. 100.0 ft. Depth to limiting factor 31 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
1 0-10 10yr2/2 none sil 2mgr mvfr as 2f 0.6 0.8
2 10-18 10yr4/4 none sil 2msbk mfr cw if 0.6 0.8
3 18-31 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.6 0.8
c2-3d 10 gr. sl imsbk mfi - - 0.4 0.6
4 31-50 5yr4/4 7 .5yr5/8
Boring
F2 Boring #
Y'j Pit Ground surface elev. 96.4 ft. Depth to limiting factor 30 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. *Efr#1 *Eff#2
1 0-8 10yr2/2 none sil 2mgr mvfr as 2f 0.6 0.8
2 8-16 10yr4/4 none A 2msbk mfr cw if 0.6 0.8
3 16-30 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.6 0.8
4 30-50 5yr4/4 c2-3d 10yr7/2 gr. sl lmsbk mfi - - 0.4 0.6
7.5yr5/8
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS S30 mg/L
CST Name (Please Print) Signature- CST Number
Tom Gustum 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St. New Auburn, WI 54757 12/29/2006 715-658-1344
SBD-8330 (W07/00)
t
Property Owner Arvold, Don Parcel ID # Page 2 of 3
Boring # Boring
F3 ~ J
01 Pit Ground surface elev. 100.0 ft. Depth to limiting factor 48 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 10yr2/2 none sil 2mgr mvfr as 2f 0.6 0.8
2 10-17 10yr4/4 none sit 2msbk mfr cw if 0.6 0.8
3 17-27 7.5yr4/4 none gr. sil 2msbk mfr cw - 0.6 0.8
4 27-48 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.6 1.0
5 48-55 7.5yr4/6 c2-3d 10yr7/2 gr. fs 0 sg mff - - 0.5 1.0
7.5 r5 8
F-1 Boring
Boring # ft. Depth to limiting factor
Pit Ground surface elev. in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
Boring
Boring # ft. Depth to limiting factor Pit Ground surface elev. g 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
II
Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <_l 50 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
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-877 i
SBD.8330 (R.07/00) GusWrn Septic Service
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Visconsin SOIL EVALUATION REPORT #2271 lot 4
Department of Commerce in accordance with Comm 85, Wis. Adm. Code age 1 of 3
Division of Safety and Buildings Gustum Septic Service
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. Reviewe y Personal information you provide may be used for (Priv y Law, s. 15.04 (1) (m)). 2 Z Z. /0"7
Property Owner Property Location
Arvold, Don Govt. Lot n/a NW1/4, N11/4, S10, T30N, R16W
Property Owner's Mailing Address FEg 1 4: LUU1 Lot # .1 Block # Subd. Name or CSM#
1673 250th St. 0 n/a Pending
City State Zip Cg~?CR6N ber J City _j Village V1 Town Nearest Road
Emerald WI 540152 - 9 Emerald 170Th Ave.
N' New Construction Use: y/ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
I Replacement j Public or commercial - Describe:
Parent material sandstone Flood plain elevation, if applicable n/a ft.
General comments Part of new 14 acre parcel. House area not yet determined. Recommend at-grade system along 100.0'
and recommendations: contour.
F 1-1 Boring # -j Boring
yj Pit Ground surface elev. 98.8 ft. Depth to limiting factor 42 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2
1 0-9 10yr3/2 none sil 2mgr mvfr as if 0.6 0.8
2 9-16 10yr4/6 none sil 2msbk mfr cw if 0.6 0.8
3 16-32 7.5yr4/4 stoney gr. sil 2msbk mfr cw - 0.6 0.8
4 32-42 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.6 1.0
5 42-55 7.5yr4/6 c2-3d 10yr7/2 gr. fs 0 sg mfi - - 0.5 1.0
7.5yr5/8
g # ~j Boring
F2 Boring ✓j Pit Ground surface elev. 98.0 ft. Depth to limiting factor 42 J 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
1 0-10 10yr3/2 none sil 2mgr mvfr as if 0.6 0.8
2 10-21 10yr4/6 none sil 2msbk mfr cw if 0.6 0.8
3 21-30 7.5yr4/4 stoney gr. sil 2msbk mfr cw - 0.6 0.8
4 30-42 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.6 1.0
c2 3d 10 r. fs 0 sg mfi - - 0.5 1.0
5 42-65 7.5yr4/6 7 .5yr5/8 g
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
CST Name (Please Print) Signature: CST Number
Tom Gustum 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St. New Auburn, WI 54757 12/29/2006 715-658-1344
SBD-8330 rR.07/001
Property Owner ArVOW Den ' Parcel ID # Page 2 of 3
❑ Boring # 16 Pit Ground surface elev. 101.2 ft. Depth to limiting factor
45 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 0-9 10yr3/2 none A 2mgr mvfr as if 0.6 0.8
2 9-19 10yr4/6 none A 2msbk mfr Cw if 0.6 0.8
3 19-36 7.5yr4/4 stoney gr. sil 2msbk mfr cw - 0.6 0.8
4 36-45 7.5yr4/6 none .gr. sl 2msbk mfr Cw - 0.6 1.0
5 45-60 7.5yr4/6 c2-3d 10yr7/2
7.5 r5 8 9r. fs 0 sg mfi - - 0.5 1.0
Boring
Boring # ft. Depth to limiting factor J Pit Ground surface elev. 9 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
Boring
Boring # ft. Depth to limiting factor
J,_f Pit Ground surface elev. in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
~I
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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 a 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8771
SBD-8330 (R.07/00) Gustum Seotic Service
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Wisconsin SOIL EVALUATION REPORT #2272 lot 5 Department Pa 1 of 3
of Commerce in accordance with Comm 85, Wis. Adm. Code 9e lip
Division of Safety and Buildings Gustum Septic Service
Attach complete site plan on paper not less than 8%s 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 dist nce to nearest road. Parcel 1.13-
Please p►i 'QED Review By Date
Personal information you provide may be ad for econdary purposes (Privacy w, s. 15.04 (1) (m)). Z Z Z O 7
Property Owner FEB 1 4 2~p7 roperty Location
Arvold, Don ovt. Lot n/a NE1/4, E1/4, S10, T30N, R16W
Property Owner's Mailing Address ST CROIX COUNTY of # t Block # Subd. Name or CSM#
1673 250th St. r n/a Pending
City State Z C er City .1 Village fiel Town Nearest Road
Emerald WI 54012 715-265-4749 Emerald 170Th Ave.
New Construction Use: 0 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement v Public or commercial - Describe:
Parent material sandstone Flood plain elevation, if applicable n/a ft.
General comments Part of new 9 acre parcel. House area not yet determined. Recommend mound system along 99.6'
and recommendations: contour.
Boring # Boring
F-1-1 Pit Ground surface elev. 100.0 ft. Depth to limiting factor 38 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0-9 10yr3/2 none A 2mgr mvfr as if 0.6 0.8
2 9-17 7.5yr4/4 none A 2msbk mfr cw if 0.6 0.8
3 17-29 7.5yr4/6 none gr. sil 2msbk mfr cw - 0.6 0.8
4 29-38 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.6 1.0
c2-3d 10/8 gr. sl 2msbk mfi - - 0.6 1.0
5 38-55 5yr4/6 7 .5yr5
2 _f Boring
F2 Boring # l Pit Ground surface elev. 97.6 ft. Depth to limiting factor 29 / in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/RZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 -Eff#2
1 0-10 10yr3/2 none A 2mgr mvfr as if 0.6 0.8
2 10-17 10yr4/4 none sil 2msbk mvfr cw if 0.6 0.8
3 17-29 10yr4/6 none sil 2msbk mfr cw - 0.6 0.8
4 29-48 10yr4/6 c2-3d 10yr7/2 sil lmsbk mfr cw - 0.4 0.6
7.5yr5/8
5 48-55 7.5yr4/6 c2-3d 10yr7/2 gr. sl 2msbk mfi - - 0.6 1.0
7.5yr5/8
' Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD5 5.30 mg/L and TSS S_30 mg/L
CST Name (Please Print) Signature CST Number
Tom Gustum 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St. New Auburn, WI 54757 12/29/2006 715-658-1344
SBD-8330 tW07/00)
P T
Property Owner Arvold, Lion ~ Parcel ID # Page 2 of 3
3 ~ Boring
]Boring # 1/' Pit Ground surface elev. 99.6 ft. Depth to limiting factor 34 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 0-9 10yr3/2 none sil 2mgr mvfr as if 0.6 0.8
2 9-17 7.5yr4/4 none A 2msbk mfr cw if 0.6 0.8
3 17-26 7.5yr4/6 none gr. A 2msbk mfr cw - 0.6 0.8
4 26-34 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.6 1.0
c2-3d 10yr7/2
5 34-45 5yr4/6 7.5 r5 8 gr. sl 2msbk mf - - 0.6 1.0
F-1 Boring
,Lj Boring # ft. Depth to limiting factor Pit Ground surface elev. 9 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 '01#2
III
J Boring
❑ Boring # Pit Ground surface elev. ft. Depth to limiting factor
J 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
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
- -
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-877'y
SBD-8330 (R.07/001 Gustum Seotic Service
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14sconsin SOIL EVALUATION REPORT #2273 lot 6
Wis. Adm. Code Page 1 of 3
Department of Commerce in accordance with Comm 85,
Division of Safety and Buildings Gustum Septic Service
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. Revie By Date
Personal information you provide oses ( rivacy Law, s. 15.04 (1) (m)). Z L L D 7
Property Owner Property Location
Arvold, Don Govt. Lot n/a NE1/4, E1/4, S10, T30N, R16W
Property Owner's Mailing Addre s Lot # Block # Subd. Name or CSM#
1673 250th St. ~ n/a Pending
City tate 27p a umb r _]City -J Village tol Town Nearest Road
Emerald JNI 54042--r- - 49 Emerald 170Th Ave.
✓J New Construction Use: iol Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
_J Replacement Public or commercial - Describe:
Parent material sandstone Flood plain elevation, if applicable n/a ft.
General comments Part of new 10 acre parcel. House area not yet determined. Recommend at-grade system along 100.0'
and recommendations: contour.
g Boring
F1 Boring # ~ Pit Ground surface elev. 100.0 ft. Depth to limiting factor 44 J in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Efr#2
1 0-10 10yr2/2 none sil 2mgr mvfr as if 0.6 0.8
2 10-15 10yr4/4 none sil 2msbk mfr cw if 0.6 0.8
3 15-23 7.5yr4/4 none sil 2msbk mfr cw - 0.6 0.8
4 23-44 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.6 1.0
5 44-65 7.5yr4/4 c2-3d 10yr7/2 gr. sl 2msbk mfi - - 0.6 1.0
7.5yr5/8
F2 ]Boring # 1 Boring /
Pit Ground surface elev. 98.8 ft. Depth to limiting factor 43 / 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 'EfW
1 0-9 10yr2/2 none sil 2mgr mvfr as if 0.6 0.8
2 9-16 10yr4/4 none sil 2msbk mfr cw if 0.6 0.8
3 16-26 7.5yr4/4 none sil 2msbk mfr cw - 0.6 0.8
4 26-43 7.5yr4/6 none gr. sl 2msbk mfr cw - 0.6 1.0
5 43-65 7.5yr4/4 c2-3d 10yr7/2 7.5yr5/8 gr. sl 2msbk mfi - - 0.6 1.0
" 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
CST Name (Please Print) Signature: CST Number
Tom Gustum kw Ao~~n 227618
Address Gustum Septic Service Date Evaluation Conducted Telephone Number
N13450 937th St. New Auburn, WI 54757 12/29/2006 715-658-1344
SBD-8330 (W07/00)
i
Property Owner Arvold, Don Parcel ID # Page 2 of 3
F 0 3 ]Boring Boring
Boring # Pit Ground surface elev. 100.9 ft. Depth to limiting factor
37 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
1 0-10 10yr2/2 none sit 2mgr mvfr as if 0.6 0.8
2 10-21 10yr4/6 none sil 2msbk mfr cw if 0.6 0.8
3 21-28 10yr4/6 none gr. sil 2msbk mfr Cw - 0.6 0.8
4 28-37 7.5yr4/6 stoney gr. sl 2msbk mfr cw - 0.6 1.0
5 37-55 7.5yr4/4 c2-3d 10yr7/2 7.5 r5 8 9r. sl 2msbk mfi - - 0.6 1.0
Boring
Boring # ft. Depth to limiting factor J Pit Ground surface elev. 9 in. Soil Application Rate
F-1
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
Boring
Boring #
F-1
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
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <160 mg/L * Effluent #2 = BOD5 <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 4
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-877 7
SBD-9330 lR.07/001 Gustum Seotic Service
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Parcel 010-1022-30-050 02/11/2008 11:09 AM
PAGE 10F1
Alt. Parcel 10.30.16.137A-10 010 - TOWN OF EMERALD
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
04/23/2007 00 7
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - ARVOLD, DONALD J & BETH A
DONALD J & BETH A ARVOLD
1673 250TH ST
EMERALD WI 54013
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description
SC 2198 GLENWOOD CITY
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 33.400 Plat: N/A-NOT AVAILABLE
SEC 10 T30N R16W NW NE EXC N 361 FT OF W Block/Condo Bldg:
361 FT; FKA 010-1022-30 (137A) & EXC AS
DESC IN WD-1524/414; NKA PT CSM 22-5402 Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
& PT PARCEL 2 MAP OF SURVEY 04/11/07 10-30N-16W NW NE
Notes: Parcel History:
RETIRED 04/23/07 Date Doc # Vol/Page Type
07/06/2000 625952 1524/414 WD
07/23/1997 915/165
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 06/28/2007
Description Class Acres Land Improve Total State Reason
Totals for 2008:
General Property 0.000 0 0 0
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
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FORM NO. 985•A
N.C;WIInCpprN~ .Stock No. 26273 4~'760~ CERTIFIED SURVEY MAP NO. nn
VOLUME 7 , PAGE 20911
BEING A PART OF THE N. E. I14 OF THE N.E. 114 , AND PART OF THE
S. E. 114 OF THE N.E.. I14 OF SECTION 10, T. 30N., R. 16 W., TOWN OF
EMERALD, ST. CROIX COUNTY, WISCONSIN. N.E. CORNER
UNPLATTED LAAKIS BY
NORTH I14 0TS 10-30-16
3/4"RE
10-30-16 SET P.K. NAIL NORTH/L1NE-N.E - -JI
N88°l5-55 W I~ N - 5-55 W _
2303.85 -0_ 352.50 AV(r
319.48
O S88915,55"E 6 '
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NORTH IS REFERENCED TO THE EAST
LINE OF THE N. E. 114, WHICH IS
ASSUMED TO BEAR DUE NORTH.
LOT I I
Q: 435,952SF./IO.OIAC.
•J•.....1.~(u••/~ oI 380,3EXCL. R/W.
81SF./8.73AC. I
STEVEN J.
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(nj 0) 1-
• S-1610 ~I ~I
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LBS. /LIN. FT. I J
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PREPARED FOR r MR.MERWIN MCGEE G `~sz`ASS' I
ROUTE I ~tio Ttd,,3~'OP ' 3
EMERALD, WIS. 54012 3
GRAPHIC SCALE: 1 = 200' ~~oFyas
0 100 200 300 400 600
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10-30-16"
SY CROXCOUNM SET 60d SPIKE
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AND ZON11Nc4 t XD'v4n IFF
VOLU'l- 7 PAGE 20911
CEDAR CORPORATION
604 WILSON AVENUE
MENOMONIE. WI 54751 1 2
(715) 235.9081 PAGE_OF_.