HomeMy WebLinkAbout008-1096-80-000
Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page Of
Division of Safety and Buildings
in ~a~with Comm 85 R,~ D--- @,
lvr; / \ Q 1
Attach complete site plan on paper not less than 8 %z x 11 inches in size. Plan but 2 my St. Croix
not limited to: vertical and horizontal reference point (BM), direction and percent slope, s e or pN
dimensions, north arrow, and location and distance to the nearest road. 1 CRQI_ COl JNT t Par ~ 1_~4_
1 ID # ) ~r f )G
ZONING OFFICE V Q (U Ci v
APPLICANT INFORMATION - Please print all information Reviewed Date:
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). - A/Q
Property owner: Property location
Kurt and Elizabeth Christensen Gov't lot: SE 1/4 SE 1/4 S34 T 28 N, R16 W
Property owner's mailing address: Lot # Block # Subd. Name csM# G C
877 Benoy Road NA NA y 2
City / State / Zip Code Phone number:
city Village Town Nearest Road
Hudson / Wisconsin /54016 715-386-6340 Eau Galle St. Croix-Pierce C=Line
Rd.
El New Construction Use ❑ Residential/Number of bedrooms Unknown Addition to existing building: NA
❑ Replacement ❑ Public or commercial - describe
Code Design Flow Rate: Unknown - must be appropriate size for the contour and soil restrictions
Parent Material: Glacial Till - ground moraine
General Comments and Recommendations: Soils are moderately well drained typic glossoboralfs underlain by very dense gravely loamy sand. Redox
features are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended for this site with 2.00+ feet of sand
fill. This site is in a corn field.
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Pit I Eff#1 Eff#2
Apt 0-9 10YR 3/2 NA sit 2msbk mfr as if 0.6 0.8
Ground E 9-15 10YR 4/3 NA sil lmpl mfr aw if 0.4 0.6
Elev (ft.)
97.20 Btl 15-18 7.5YR 4/4 fld 7.5YR 5/8 gr-sil Imsbk mfr as NA 0.4 0.6
Depth to Bt2 18-21 10YR 5/4 m2d 7.5YR 5/6 gr-sicl Imsbk mfr as NA 0.2 0.3
limiting
factor- in. 2C 21-25 7.5YR 5/4 m2d 7.5YR 5/8 scl massive
15
Remarks: Small amt of clay in Btl; very dense 2C horizon.
Boring # Apt 0-8 IOYR 3/2 NA sit 2msbk mfr as if 0.6 0.8
Pit 2 E 8-14 IOYR 4/3 NA sil lmpl mfr aw 1f 0.4 0.6
CW& Btl 14-18 7.5YR 4/4 ftd 7.5YR 5/8 gr-sil Imsbk mfr as NA 0.4 0.6
Ground
Elev (ft.) Bt2 18-21 IOYR 5/4 m2d 7.5YR 5/6 gr-sicl Imsbk mfr as NA 0.2 0.3
97.10
Depth to 2C 21-26 7.5YR 5/4 m2d 7.5YR 5/8 scl massive
limiting
factor- in.
14
Remarks: Small amt of clay in Bt; very dense 2C horizon.
CST Name: Eli M. Gottfried, Gottfried Environmental Signature:,? Tel. No. 715-833-1400
Address: 124-1/2 Graham Ave. Eau Claire, Wl. 54701 Date: 3 Nov 04 CST # 221981
SOIL DESCRIPTION REPORT
Pro ert owner Christensen Parcel ID#
Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Pit 3 1 EMI ' Eff#2
Ap 0-9 IOYR 3/2 NA sil 2msbk mfr aw if 0.6 0.8
Ground E 9-11 l OYR 4/3 NA sil 1 mpl mfr as 1 f 0.4 0.6
Elev (ft.)
97.20 Btl 11-15 1OYR 4/4 NA gr-sil lmsbk mfr as NA 0.4 0.6
Depth to Bt2 15-17 10YR 5/4 flf 7.5YR 5/6 gr-sicl Imsbk mfr as NA 0.2 0.3
limiting
factor- in. C 17-23 7.5YR 4/4 m2d 7.5YR 5/8 sicl massive
15
Remarks: Btl small amount of clay, 5% gravel.
Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
\ in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT'
oJ EMI Eff#2
Pit 4
Apl 0-4 10YR 3/2 NA sil 2msbk mfr aw if 0.6 0.8
Ground Ap2 4-9 IOYR 3/2 NA gr-sil 2msbk mfr as if 0.6 0.8
Elev (ft.)
96.20 Bt 9-16 1OYR 4/4 NA gr-sil lmsbk mfr as NA 0.4 0.6
Depth to 2C 16-25 7.5YR 4/6 fl d 7.5YR 5/8 gr-sl Osg dh NA NA 0.2 0.3
limiting
factor- in.
16
Remarks:
Boring #
Ground
Elev (ft.)
Depth to
limiting
factor- in.
Remarks:
Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Eff#1 Eff#2
Ground
Elev (ft.)
Depth to
limiting
factor- in.
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Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page Of
Division of Safety and Buildings inccordance with Comm 85, Wis. Adm. Code
tL►R1I1
RECEIVED
County Attach complete site plan on paper not less than 8 %2 x 11 inches in size. )must include, but St. Croix
not limited to: vertical and horizontal reference point (BM), direction and pe ent sloAffleV12 20(~~
dimensions, north arrow, and location and distance to the nearest road. Parcel ID #
APPLICANT INFORMATION - Please print all informat n ZONING OFFICE Reviewed By: Date:
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). G'
Property owner: Property location
Kurt and Elizabeth Christensen Gov't lot: SE 1/4 SE 1/4 S34 T 28 N, R16 E (or)9
Property owner's mailing address: Lot a Block # Subd. Name o Cslvta t t h
877 Benoy Road 4 NA NA ~T 1 4/1 ZJ
City /State /Zip Code Phone number: city Village Town Nearest Road Hudson / Wisconsin /54016 715-386-6340 Eau Galle St. Croix - Pierce Co~Ltne
Rd.
El New Construction Use ❑ ResidentialMumber of bedrooms Unknown Addition to existing building: NA
❑ Replacement ❑ Public or commercial - describe
Code Design Flow Rate: Unknown - must be appropriate size for the contour and soil restrictions
Parent Material: Glacial Till - ground moraine
General Comments and Recommendations: Soils are maderately well drained glossoboralfs underlain by very dense gravely sandy clay loam. Redox
features are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended.
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Pit 5 ) Eff# 1 Eff#2
Ap 0-7 IOYR 3/2 NA sit 2msbk mfr as if 0.6 0.8
Ground 213t1 7-13 IOYR 4/3 NA sl lmsbk mfr as If 0.4 0.7
Elev (ft.)
119.28 2Bt2 13-23 l OYR 4/4 flf 7.5YR 5/6 sl lmsbk mfr as NA 0.4 0.7
Depth to 2C 23-28 7.5YR 4/4 m2d 7.5YR 5/8 SO massive
limiting
factor- in.
13
Remarks: 2Bt2 10% gravel.
Boring # Ap 0-8 10YR 3/2 NA sit 2msbk mfr as If 0.6 0.8
Pith 2130 8-16 10YR 4/3 NA A I msbk mfr aw i f 0.6 0.8
2Bt2 16-22 7.5YR 4/4 m2f 7.5YR 5/6 scl 1 msbk mfr aw NA 0.2 0.3
Ground
Elev (ft.) 2C 22-28 7.5YR 4/4 m2d 7.5YR 5/8 gr-scl massive
119.28
Depth to
limiting
factor- in.
16 Remarks: 2Bt1 small amount of clay + 5% gravel.
CST Name: Eli M. Gottfried, Gottfried Environmental Signature: Tel. No. 715-833-1400
Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 3 November 2004 CST # 221981
SOIL DESCRIPTION REPORT
Pro a owner Christensen Parcel ID#
Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Pit ? p~8) Eff# 1 Eff#2
Ap 0-8 10YR 3/2 NA sil 2msbk mfr as if 0.6 0.8
Ground 2Bt1 8-16 IOYR 4/3 NA sl Imsbk mfr as if 0.4 0.7
Elev (ft.)
116.20 2Bt2 16-23 10YR 4/4 m2f 7.5YR 5/6 scl Imsbk mfr aw NA 0.2 0.3
Depth to 2C 23-26 7.5YR 5/4 m3p 7.5YR 5/8 gr-scl massive
limiting
factor- in.
16
Remarks: 2Bt 1 small amount of clay, 5% gravel.
Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT2
Pit 8 Efflll Eff#2
Ap 0-7 l OYR 3/2 NA A 2msbk mfr as if 0.6 0.8
Ground 2Btl 7-13 10YR4/3 NA A Imsbk mfr as if 0.4 0.7
Elev (ft.)
121.30 2Bt2 13-23 7.5YR 4/4 m2f 7.5YR 5/6 scl Imsbk mfr aw NA 0.2 0.3
Depth to 2C 23-26 7.5YR 5/4 m3p 7.5YR 5/8 gr-scl massive
limiting
factor- in.
13
Remarks: 2BtI - dense w/ sm amt of clay; 2Bt2 - very dense.
Boring #
Ground
Elev (ft.)
Depth to
limiting
factor-in.
Remarks:
Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Eff#1 Eff#2
Ground
Elev (ft.)
Depth to
limiting
factor- in.
Remarks:
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Wisconsin Department of Commerce SOIL AND SITE E ATION Page f Of
Division of Safeti and Buildings in accord rth omm 8 , Wis
D
Cou
Attach complete site plan on paper not less than 8'h x I I inches in size. Plan must inclu a A N ~Q~~ St. Croix
not limited to: vertical and horizontal reference point (BM), direction and percent slope, sc a or
dimensions, north arrow, and location and distance to the nearest road. ST CRO1X G0t1Par el ID #
ONING C i ` (J~ !v'' OCJ (l d
OFFICE
APPLICANT INFORMATION - Please print all information Re iewed B Date:
i
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)).
Property owner: Property location
Kurt and Elizabeth Christensen Gov't lot: SE 1/4 SE 1/4 S34 T 28 N, R16 E (or)Q
Property owner's mailing address: Lot' lock # Subd. Name or CSM#
877 Benoy Road NA NA
City /State /'Lip Code Phone number: city Village Town Nearest Road
Hudson / Wisconsin /54016 715-386-6340 Eau Galle St. Croix - Pierce Co. Line Rd.
El New Construction Use ❑ Residential/Number of bedrooms Unknown Addition to existing building: NA
❑ Replacement ❑ Public or commercial - describe
Code Design Flow Rate: Unknown - must be appropriate size for the contour and soil restrictions
Parent Material: Glacial Till - ground moraine
General Comments and Recommendations: Soils are maderately well drained glossoboralfs underlain by very dense gravely sandy loam. Redox features
are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended for this site with 2.00 feet of sand fill.
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT2
Pit 1 A~ Eff# 1 Eff#2
Ap 0-9 10YR 3/2 NA sil 2fsbk mfr as 2f 0.6 0.8
Ground 2B41 9-15 IOYR 4/4 NA sl Imsbk mfr gw if 0.4 0.7
Elev (ft.)
118.42 2131:2 15-18 7.5YR 4/4 m2f 7.5YR 5/6 sl lmsbk mfr aw NA 0.4 0.7
Depth to 2BC 18-25 7.5YR 4/4 mld 7.5YR 5/8 sell Imsbk mrf aw NA 0.2 0.3
limiting
factor- in. 2C 25-28 7.5YR 4/4 m2p 7.5YR 5/8 gr-scl massive
15
Remarks: 2Btl small amount of clay. k-
Boring # Ap 0-9 l OYR 3/2 NA sil 2msbk mfr as 2f 0.6 0.8
Pit 2 Btl 9-15 l OYR 4/4 NA sit 2msbk mfr aw 1 f 0.6 0.8
Bt2 15 -23 1OYR 4/4 mld 7.5YR 5/8 sic] lmsbk mfr aw NA 0.2 0.3
Ground
F,lev (ft.) 2C 23-27 7.5YR 4/4 m2d 7.5YR 5/8 gr-scl massive
118.42
Depth to
limiting
factor- in.
15 Remarks: Btl small amount of clay.
CST Name: Eli M. Gottfried, Gottfried Environmental Signature: CI<, Tel. No. 715-833-1400
Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 3 November 2004 CST # 221981
SOIL DESCRIPTION REPORT
Property owner Christensen Parcel ID#
Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate
Q in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Pit 3 0 E f M 1 w Eff#2
Ap 0-7 10YR 3/2 NA sit 2msbk mfr as 2f 0.6 0.8
Ground Btl 7-15 10YR 4/3 NA sil lmpl mfr aw if 0.4 0.6
Elev (ft.)
116.42 Bt2 15-20 7.5YR 4/4 mld 7.5YR 5/8 sil Imsbk mfr aw NA 0.2 0.3
Depth to C 20-24 7.5YR 5/4 m3p 7.5YR 5/8 gr-sil massive
limiting
factor- in.
15
Remarks: Bt 1 smal I amount of clay. Bt2 5% gravel.
Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT'
Eff# 1 Eff#2
Ground
Elev (ft.)
Depth to
limiting
factor-in.
Remarks: Standing water at 10"
Boring #
Ground
Elev (ft.)
Depth to
limiting
factor-in.
Remarks:
Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate
in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FTZ
Eff# 1 Eff#2
Ground
Elev (ft.)
Depth to
limiting
factor-in.
Remarks:
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RECEIVED
7 8 5 9 0 4
VOL 19 PAGE 4920
KAT
AEEW H.
REGISTER OF DEEDS
ST. CRoIx CO. NI
CERTIFIE RECEIVED FOR WORD
EV MAP 01/26/2005 04:00PH
LOCATED IN PART OF THE SE7/4 OF THE SE7/4 OF CERTIFIED SURVEY HAP
SECTION 34, T28N, RI 6W, TOWN OF EAU GALLE, REC FEE: 13.00
COPY
ST. OPY FEE: 3.
CROIX COUNTY, WISCONSIN. PAGES: 2
N LEGEND
ALUMINUM COUNTY SECTION
+.u CORNER MONUMENT FOUND
i-r
O w 1" STEEL SURVEY MARKER FOUND SURVEYOR PREPARED FOR
EDWIN C FLANUM KURT AND ELIZABETH
V p 0 3/4"X 18" IRON REBAR SET WEIGHING NORTHLAND SURVEYING, INC. CHRISTENSEN
Z p 1.50 LBS. PER LINEAR FOOT P.O. BOX 14 877 BENOY DRIVE
O ROBERTS, WI 54023 HUDSON, WI 54016
UP ' ' ' ' . • • • • . • • 100' ROADWAY SETBACK LINE
¢w ~ PROPOSED DRIVE
Q U
z ¢ SOIL TEST E1/4 CORNER
O SLOPES OF 20% OR GREATER SECTION 34 I
m U3 o~ac o f317 oar a~
170.38'........_
NORTH LINE OF THE SEI/4 OF THE SEI/4
~ 887°14.16° "
i 772.38' E t 3!f56- +
1273 75' - 501_3T
A
_
LOT 7
N 10.29 ACRES INC. R/W LOT 2 DRIVE `
448,416 SQ. FT. 5.00 ACRES INC. R/W
217,810 SQ. FT.
lrt! I Q 10.24 ACRES EXC. RNV fV
a 446,231 SO. FT. A, Z 4.69 ACRES EXC. R/W LLO
204.320 SO. FT.
- z
O I Z SOIL TEST (TYP.) J
I 101.99' 534.47'
501.3T L 33.10' I
o I N87°14'15"W 636.46'
I
I N07°14.16"W 463_60' 7°1415"
Fo b 7 38.90 e _ 33
I _ FISTING GAS LINE- u- . - SHED
87°4 ~"E - - - - - - - - - - - - -
ii
--^k- _ j
o wI N 19 53 - S87°45'S2"E602.94' I$ m W
I
N A SPECIAL EXCEPTION USE PERMIT T
N _ _ _ _
_ -NE_ HQUSE co
I I IS REQUIRED FOR THE Z ^ CENTERLI N
Q E GAS U - c r W
571 I DISTURBANCE OF SLOPES 20% OR 1~? EASEMENT EXIS
I GREATER LOCATED ON THE
I
w APPROVED PLAT OR CSM. THIS cv
u / Fo W^ z
PERMIT IS APPLIED FOR THROUGH LOT 3
j I THE ZONING OFFICE AND IS J U 10.00 ACRES INC. R/W M ~I
ILnt~
-
I REVIEWED THROUGH A PUBLIC 435.605 SO. FT. I N+
I O I HEARING PROCESS BY THE ST. P
L~, I z CROIX COUNTY BOARD OF 9.37 ACRES EXC. RNV
I ADJUSTMENT. 2 A 408,012 SO. FT.
A
ai OM`1Pd04 9 a 6.81LACRES OTNC.R/W
_ 0 40_DC 296.589 SO. FT. S674h I
I G3C GOO G3UC D a - : 6.10 ACRES EXC. R/W F~
- - - - - - - - - - 265,898 SO. FT.` EXISTING 66
I
DRIVE
_z
N87°
]F`-A 1508^yy 1649`25' N87°75 "W 923.071A
ig 38~
Y- ` zz 856.85'
889.85'
SOUTH LINE OF THE SE7/4 PIERC _ N8 a OBE 66'07' _
Sl/4 CORNER SECTION 34 E - I - - - ROAD RNER I
(COMPUTED FROM WITNESS - SS -
n n -
CORNERS OF RECORD) dca GaD@ - SE COSECTION 34
oma~o Q O I
04 ]MR@
SCALE IN FEET I"= 200'
THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS 200
JOB NO. 04-131 DATE 12-22-04 0 iiiia
200
Vol 19 Pge 4920
` \l, a
X85903
VOL 19 PAGE 4919
KATALEM H.
REGISTER OF DEEDS
ST. CROIX Co., WI
CERT~ FI ED S V RVEV MAP 81:26; 005 R04:4*PM
LOCATED IN PART OF THE SE1/4 OF THE SE114 OF CERTIFIED SURVEY MAP
SECTION 34, T28N, R16W, TOWN OF EAU GALLE, REC FEE: 13.00
COPY FEE: 3.00
ST. CROIX COUNTY, WISCONSIN. PAGES: 2
N
o~
SURVEYOR PREPARED FOR
~ EDWIN C FLANUM KURT AND ELIZABETH
o z
U v I NORTHLAND SURVEYING, INC. CHRISTENSEN
z P.O. BOX 14 877 BENOY DRIVE
w 8 I ROBERTS, WI 54023 HUDSON, WI 54016
LL I
Q
w
!Tt Ov z I
co Z-< cu
002 cn
m ► t- c o~3aG o VO QIE
I GEC
APR 1
gl LL
O 887114'16•E 463.60
LLI
ST'CROO%C€lY,f6'
260 59 SURVMIT R .Zo%
I 1\\CENTERLINE
GAS LINE- p N
EASEMENT : W
OUTLOT 1
I .
C~l I _ 7.26 ACRES INC. R/W
I o►'u3\ 316,368 SO. FT.
_ U
2fC t A j -
V'o~olA/lJn VO QIE
~i a \ 7.00304,930SOC R/yH •
4?
~I
z n,
oas'~``~
231
A
SIM CORNER SEC~TII ON 34 A
~l
(COMPUTED FROM WITNESS ~S~ $ ^ A
CORNERS OF RECORD) 80 22' , N87'1 5'08"W PIERCE - ST. CRO1X ROAD
JE- N87_7 5 08_W 1302.66 33.11 346.59' - . - - - - - - - -
N871 ss'06•w 346.91W N87°1s'08"W 956.or 93
-
LEC3END SOUTH LINE OF THE SE1/4 SE CORNER
ALUMINUM COUNTY SECTION SECTION 34
CORNER MONUMENT FOUND ~bG?144G_D L~_CQ_[`~_JCD_S~
0 3/4' X 18' IRON REBAR SET WEIGHING ~~GICSD D~J -oQ`~~J[s~~
1.50 LBS. PER LINEAR FOOT - -
PROPOSED DRIVEWAY
• . • • . • • • 100' SETBACK SCALE IN FEET i" = 200'
200 0 200
CURVE CATA TABLE
NUMBER RADIUS CENTRAL ANGLE CHORD BEARING CHORD LENGTH ARC LENGTH TANGENT IN TANGENT OUT
C1 167.00 31°28'47 S13.48'17.5•W 90.80 91.75' S01°5908"E S29°32'41 "W
C2 233.00 31°28'47' S13°48'17.5'W 126.41' 128.02' S29°32'41"W S01°56'06-E
THIS INSTRUMENT DRAFTED BY SAM ADAMS SHEET 1 OF 2 SHEETS '
JOB NO. 04-131 DATE 12-22-04 Vol 19 Page 4919
Parcel 008-1096-80-100 02i0812008 01:58 PM
PAGE 1 OF 1
Alt. Parcel 34.28.16.520A-30 008 - TOWN OF EAU GALLE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
01/26/2005 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - CHRISTENSEN, KURTIS J & ELIZABETH A
KURTIS J & ELIZABETH A CHRISTENSEN
847 WYLDWOOD LN
HUDSON WI 54016
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description ` 2494 PIERCE/ST CROIX RD
SC 5586 SPRING VALLEY
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 6.810 Plat: 4920-CSM 19-4920 008-05
SEC 34 T28N R16W PT SE SE CSM 19-4920 Block/Condo Bldg: LOT 04
LOT 4 (6.81 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
34-28N-16W
Notes: Parcel History:
Date Doc # Vol/Page Type
03/09/2005 789250 2762/341 WD
01/26/2005 785904 19/4920 CSM
08/18/2003 736110 2377/331 TI
08/27/1973 318223 502/350 WD
2008 SUMMARY Bill Fair Market Value: Assessed with:
Use Value Assessment
Valuations: Last Changed: 07/06/2006
Description Class Acres Land Improve Total State Reason
AGRICULTURAL G4 6.310 600 0 600 NO
UNDEVELOPED G5 0.500 50 0 50 NO
Totals for 2008:
General Property 6.810 650 0 650
Woodland 0.000 0 0
Totals for 2007:
General Property 6.810 650 0 650
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