HomeMy WebLinkAbout022-2001-20-750 (2)
f Safety and Buildings
13 E SPRUCE STREET
commercemi.gov CHIPPEWA FALLS WI 54729
TDD (608) 264-8777
SC0ns'n www.commert
www.wisconsin.gov
Department of Commerce
Jim Doyle, Governor
Mary P. Burke, Secretary
June 12, 2006
CUST ID No. 224832 ATTN.• POWTS Inspector
MARY JO HOLLISTER ZONING OFFICE
HOLLISTERS SOIL TESTING ST CROIX COUNTY SPIA
W9875 690TH AVE 1101 CARMICHAEL RD
RIVER FALLS WI 54022-4011 HUDSON WI 54016
CONDITIONAL APPROVAL Identification Numbers
PLAN APPROVAL EXPIRES: 0x6/12/2008 _ Transaction ID No. 1266999
C d % S 7 Site ID No. 712272
SITE: Glenn & Tera Wachtler i /
Town of Kinnickinnic, St Croix County Please refer to both identification numbers,
NW 1/4, NE 1/4, S35, T28N, R18W above, in all correspondence with they agency.
FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1073517
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil
saturation based on an interpretive determination process. Approval of the interpretive determination negates the
requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil
saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon.
2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below
grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment
and dispersal.
3. The basal soil application rate for the mound shall be 50.2 gpd/sf, and the linear loading rate < 4.0 gpd/ft.
4. Chisel plowing to a depth of > 12 inches immediately prior to sand placement is required to improve vertical water
movement into the soil solum.
5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from
concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. A
shallow drainage swale would be acceptable for this purpose since simply landscaping the mound may not be
adequate.
6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would
change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the
infiltrative surface of the POWTS distribution component.
7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any
other parcels or portions of parcels.
8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes
of plan approval and sanitary permit issuance.
If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter,
the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination
Report.
MARY JO HOLLISTER Page 2 6/12/2006
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. If plan index sheets
were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to
plans that correspond with the copy on file with the Department. All permits required by the state or the local
municipality shall be obtained prior to commencement of construction/installation/operation. If this construction
project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the
department 14 days prior to any earth disturbing activities.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, Fee Required $ 100.00
Fee Received $ 100.00
Balance Due $ 0.00
Leroy G. nsky, W tewater p cialist
Integrated Services Bureau WiSMART code: 7633
(715) 726-2544 Phone
(715) 726-2649 Fax
Ijansky@commerce.state.wi.us
I
Mary Jo Hollister
W9875 69o°h Avenue RECEIVED
River rails, WI 5+022
(715) +26 1775; fax: +26 - +827 JUN 0 5 2006
Interpretative Determination Report SAFETY & BUILDINGS
126999 1
25 April 2006
ROM.T.s.
Property Owner: GLENN &TEKA WACHTLEK Conditionally
Location: of the ec. 28 APPROVED
NW NE , 5 35, T N, K18 W, DEPARTMENT OF COMMERCE
Town of KinnicLlnnic, 5t. Croix County, Wisconsin DIVI ION OF SAFETY AND BUILDINGS
SEE C RRESP ~DDEENNC~E
INTRODUCTION:
On 15 April 2006 a site and soil evaluation was completed for a proposed three lot
Certified .Surveq~p. Previously, three lots were approved to the north and the east of
the proposed lots with potentially nine future lots from the original forty acres. One dwelling
was on the original forty acres. (see attached survey map and thejite andjoil
Evaluation Keport.)
The initial determination 6y this soil tester found that there is no clear A++ distance to
seasonal saturation as re9uired 69 Comm 85.50 (2) Wisconsin Administrative Code for
location of new soil a6soTtion systems. An Interpretative Determination Keport is required
in lieu of groundwater monitoring to verify that the highest level of soil saturation is greater
than six inches and that the level of saturation may not 6e less than six inches for seven
consecutive days.
GEOLOGICAL H15TOKY:
As we know, this area in Wisconsin is an area of the Glaciated Kegion of which the last
Page 2 - Wachtler
i
occurred 12,000 to 15,000 years ago.' This caused erosion, deposition, stream erosion and
other processes. Wisconsin is divided into five natural regions' which are related to land 6y
the use of plants, animals and by man. Also the boundaries are determined by soil texture
and structure in the underlying rocks. 5t. Croix County is located in the Western upland
which is underlain by Ordovician dolomites. 3 This part of 5t. Croix County was formed 6g
ground moraine deposits from the/`/isconsin stage of deposition. The parent material at
this site is loess overglacial till.
LOCAL HYDROLOGY:
This land area is located within the St. Croix River Basin which includes the Apple, Willow
and Kinnickinnic }livers and several small creeks. 4 A tributary of the KinnicLinnic River is
located approximately one mile due north and flows at a northwesterly direction and another
one is located one mile due west and flows at a southerly direction. Part of the Kinnickinnic
River is located one-half mile southeasterly and flows southwest. Much of the groundwater
is recharged from rainfall and possibly the tributaries of the Kinnickinnic River.
The attached topographic map from the State of Wisconsin Geological and Natural
history Survey shows the land thirteen feet higher than the two drainage areas that
surround the proposed area. The drainage areas do appear to carry water.
' Martin, L. (1965) The Physical Geology of Wisconsin. University of Wisconsin Press, Madison,
Wisconsin.
2 Martin, L. (1965) The Physical Geology of Wisconsin. University of Wisconsin Press, Madison,
Wisconsin.
3 Martin, L. (1965) The Physical Geology of Wisconsin. University of Wisconsin Press, Madison,
Wisconsin.
4 St. Croix County Development Management Plan; Physical Features Analysis, pg. 2-11.
Page 3 -Wachlter
SOIL MAPPING:
This area is indicated on the copy of the Soil Survey map as vlasaty and Derinda variant
series. The Derinda variant series are on nearly level and gently sloping shale uplands and
are somewhat poorly drained. The vlasaty series are on low ridges and knolls of ground
moraines that are gently sloping and are moderately well drained. There are no wetland areas
or areas of ponding water in the tested areas nor hydric soil indicators.
As indicated in the Soil Survey of St. Croix County, Wisconsin published 6,9 the
National Cooperative Soil Survey one area tested is mapped as Derinda variant silt loam
with 1 to 6 percent slopes and mostly mapped as vlasaty silt loam with 2 to 6 percent slopes.
The order is an Alfisols which has properties of wet and simple horizons.5 These soils are
formed mostly under 6roadleaf deciduous forest and prairie vegetation and where drainage is
not restricted from the water table and has erratic soil moisture regime.6
501L CONDITIONS AND SURFACE.. WATER FLOW:
The soil evaluation completed 6y this certified soil tester encountered an A horizon of 8 to
10 inches of silt loam with no redoximorphic features and with root and worm action present.
This indicates that there would 6e enough in-situ soil to accommodate a properly functionally
soil adsorption system. The soil colors are more of a grayish brown then a gleyed color that
is associated with wet conditions. Redoximorphic features are observed under the A horizon
and into the glacial till. The g horizon consists of silt loam to clay loam with no massive
conditions. The till material consists of clay and some gravel.
In 2005, this soil tester completed two soil reports on neighboring property located on the
forty acres to the north of this forty with similar soils and a clear A++ horizon and zones of
season saturation at 25 to +2 inches. Also in 200+ an interpretive determination was
completed and approved on two lots located approximately one and a half miles to the west.
s Soils. University of Wisconsin Education Courses.
6 Keys to Soil Taxonomy, Soil Survey Staff; USDA-NRCS.
Page 4 - Wachlter
According to the St. Croix County map for depths to groundwater, this area is mapped at
greater than 75 feet. (Map enclosed) The surface water flow is apparently straight down
into the A horizon which may be perched in the F) horizon as indicated 6y the redoximorphic
features. The drainage from the site appears to flow away from the site in three directions as
indicated on the topography map. The slope at the sites are all linear and convex and
positioned and the shoulder of the 611slope.
Located to the north of borings i through 4 are two mound systems and another mound
system was installed to the south for the original dwelling on the forty. The elevations at the
two sites to the north are approximately the same elevation and mapped as the same soils.
The system to the south is much lower and mapped as 5ky6erg silt loam.
Three pits were dug west of borings t through 4 which had redoximprphic conditions in the
A horizon and within one pit water was observed at 24 inches. These pits are located 100
to 300 ft. to the west and at lower elevations.
CONCLUSION:
The landscape at this site shows the water movement away from the tested areas. These
soils will properly accept and treat the wastewater with a long and narrow mound system.
Due to the lack of redoximorphic features in the top eight inches, there is adequate depth of
eight inches before the soils become saturated for any length of time.
RECOMME-NDATIONS:
1 The depth of the approved sand 6e at least 2.50 feet for adequate treatment and
dispersal.
2.) The mound system 6e designed long and narrow with a linear loading rate of 4.0 gpd/ft.
and the basal soil application rate shall 6e 0.2 gpd/ft.2.
Page 5 - Wachlter
3.) Chisel plowing to a depth of 12 inches immediately Prior to sand Placement.
4.) Increase the slope areas around the mound system to increase absorption area.
5.) 5urFace water is to 6e diverted from the mound system with either a grass-way diversion
or upslope area of mound system designed with a greater slope.
Respectfully submitted,
c
vv~~
Mary Jo Hollister, CST 224832
Revised: 24 May 2006)
RErERENCE5:
1.) Martin, L. 0 965). The Physical Geolo of Wisconsin. (Jniversity of Wisconsin
Press, Madison, Wisconsin.
2.) Soils. (Jniversity of Wisconsin education Courses.
5.),5t. Croix County Development Plan. Volume Two; background jtudies. Physical
Peatures Analysis.
4.) cjoil `survey of jt. Croix County (1978). United jtates Department of Agriculture
`joil Conservation `jervice and Research Division of the College of Agriculture and
Life `sciences, (jniversity of Wisconsin.
I~
- RECEIVED P-AJLD
• Wisconsin Department fCom 6 2006 SOIL EVALUATION REPORT Page 1 of
Division of Safety and B ilding
in accordance Comm 85, Wis. Adm. Code County ST. CROIX COUNTY St. Croix
Attach complete site an on paper not less than 81/2 x 111 inches in size. Plan must
include, but not limit to- vertical and hnri7nntgal -flacaude point (BM), direction and Parcel I.D. ( en m g
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. - /-760
Please print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location ■
GLENN & TERA WACHTLER Govt. Lot NW 1/4 NE 1/4 S 35 T 28 N R 18 E (or) W
Property Owner's Mailing Address jLot# Block # Subd. Name or CSM81 Ponderosa Drive (P g) City State Zip Code Phone Number Village Town
Nearest Road
River Falls, WI 54022 ( 715) 426 - 1172 Halo Drive
New Construction UseE] Residential / Number of bedrooms 3 or 4 Code derived design flow rate 350 or 600 GPD
® Replacement Public or commercial - Describe:
Parent material lnrcc nvPr till Flood Plain elevation if applicable NA ft.
General comments Interpretive determination required for no A+4 horizon.
and recommendations: Mound Systems 2.34 ft. mound sand 0.2- loading rate
(ON-Sr r>r RY>Ml \dtN~-tnrkl os-t7-06)
F] Boring # ® Boring
U ElPit Ground surface elev. 99.85 ft. Depth to limiting factor 10 in. Soil Application Rate
Horizon Depth Dominant Color Redo. Description Texture Structure Consistence Boundary Roots * E GPD Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-4 10YR3/2 sil 2fgr mfr cb 2vf-m 0.6 0.8
2 4-9 10YR3/2 - sil 2fgr mfr as 1vf-m 0.6 0.8
3 9-10 10YR5/3 - cl 2fabk mfr as lvf-f 0.4 0.6
4 10-16 10YR5/3 c2d 10YR4/6&l0YR6/I cl 2fabk mfi as lvf-f 0.4 0.6
5 16-22 10YR5/3 m2p 10YR5/6&l0YR4/2 c Om mefi 0.0 0.0
Horizon 2 has some broken t fpl.
L:j I - L=
Boring # r [Boring 8
2 99.85
F El 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 04 10YR3/2 sil 2fabk mfr cb 2vf-m 0.6 0.8
2 4-8 10YR3/2 _ A 2fabk mfr as lvf-m 0.6 0.8
3 8-14 10YR5/3 m2d t0YR4/6&l0YR6/1 cl 2fabk mfr as lvf-f 0.4 0.6
4 14-23 10YR5/3 m2p I OYR5/6& I OYR4/2 c Om mefi 0.0 0.0
Horizons 3 & 4 have some gr.
" Effluent #1 = BOD > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) ature _ CST Number
224832
Mary Jo Hollister Number
Address Date Evaluation Conducted Telephone
W9875 690th Avenue, River Falls, WI 54022 04 - 15 ~ U.17 - 06 (715) 426 - 1775
Wachtler, Glenn & Tera Cwv 3) Parcel ID # (Pending) Page a of
Property Owner
Boring
Boring # 99.75
pit Ground surface elev. _ ft. Depth to limiting factor 9
3 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ,E GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-3 l0YR3/2 sil 3fgr mvfr cb 2vf-m 0.6 0.8
2 3-9 l0YR3/2 A 2fa&sbk mfr as lvf-m 0.6 0.8
3 9-13 10YR5/3 f2f 10YR3/4&10YR6/1 cl 2fabk mfr as lvf-m 0.4 0.6
4 13-17 10YR5/3 c2d I OYR4/6& I OYR6/1 cl Ifabk mfi as lvf-f 0.2 0.3
5 17-24 10YR5/3 m2pl0YR5/6&10YR4/2 c Om mef 0.0 0.0
F 4 ] Boring # Boring 99.50
Pit Ground surface elev. ft. Depth to limiting factor 9 in.
■ ElSoil ication 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 04 l0YR3/2 - sil 2fa&sbk mvfr cb 2vf-m 0.6 0.8
2 4-9 1 /2 sil 2fa&sbk mfr as lvf-m 0.6 0.8
3 9-12 10YR4/3 f2f 10YR3/4&IOYR6/1 cl 2fabk mfr as Ivf--f 0.4 0.6
4 12-17 10YR4/3 c2d I OYR4/6& I OYR6/2 cl Ifabk mfi as lvf-f 0.2 0.3
5 17-23 10YR5/3 m2p10YR5/6&I0YR4/2 c Om mefi 0.0 0.0
Horizons 4 & 5 have some gr.
Boring
F Boring # • Ground surface elev. q9• (00 _ ft. Depth to limiting factor In. Pit Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f'f
'Eff#1 f
Eft#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-3 l0YR3/2 sil 2fa&sbk mvfr cb 2vf-m 0.6 0.8
2 3-S l0Y / _ sil 2fa&sbk mvfr as ivf-m 0.6 0.8
3 8-12 10YR5/3 c2f IOYR3/4&10YR6/1 cl 2fabk mfr as lvf-m 0.4 0.6
4 12-17 10YR5/3 m2dlOYR4/6&10YR6/2 cl Ifabk mfi as lvf-m 0.2 0.3
5 17-23 10YR5/3 m3plOYR5/6&10YR4/2 c Dan mefi 0.0 0.0
' Effluent #1 = BODS > 30:5 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD5 < 30 mgll- and TSS < 30 mg/_
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-833OTest (R.07100)
Plot Plan for Site and Soil Evaluation Page 3 of 3
(Rev,--zp. a5sn-o6
Property Owner WAG`ttT Lr--R, ( ,-ejJ.A1 TtR PA
1"=40ft.
Legal Description AIWY4 OF -rtie KIEE/% 60._~S. (ewept where noted)
'f2SS a~ tz~l rto,.~,~ of Kl NN ►C ~ ~T e,~~,c p = Bacichoe pit
f4AAZ %OR I AJG
Co a ~l-r~ W~SCox;511J
North
~ ,a~qy 1~~31
~ 9fS ,
+ ~oP ~M~ ? ►°~'OG
%all
111 _
C- cW
IJB4 ,
CtgR.So
aw.bo
f
/i
7
TEA
f
v
A
Site Location: f`
RALD Dr, Mai
x
a
~:f~• Mme. ~
RECEIVED
Ei4~448
VOL 22 PAGE 5341
2 Zd~~ KATHLEEN H. N7~-
F E B REGISTER OF DEEDS
ST. CROIX CO., MI
RECEIVED FOR RECORD
ST. CROIX COUNTY 01 / 12/2007 08 :06A11
SURVEYOR'S RECORD CERTIFIED SURVEY MAP
REC FEE: 13. 00
COPY FEE: 3.00
CERTIFIED SURVEY MAP PAGES: 2
Glenn and Tera Wachtler
Lot 4 of that Certified Survey Map recorded in Volume 16 of St. Croix County
Certified Maps, Page 4278, also being part of the Northwest 1 /4 of the Northeast 1 /4
of Section 35, T 28 N, R 18 W, Town of Kinnickinnic, St. Croix County, Wisconsin
Curve t~ah ICurve 1-21
Fiadws = 1552.42 North Quarter Comer
Central Angle = 03°5720•• Section 35, T 28 N, R 18 W Qu tell SV_r-y Mqp
Arc Length - 107.18' (Found Bentsen "W" Nail) VoL --L p_•Ji84 North fins NE 1/4 LOT?_
Chord Length = 107.15' LQT 1- LOT 2 35 t gKtLectir,yyyQp
_ Fast 263354'----'--
Chord Bearing= N 01 °41'34" WI- 1 Norm fare NW v4 - r, Vo1, 1,3, R-49
Tangent Bearing Q 1 EAST 604.27' NE 1N Section 35
N 00'1706" E -
Ta t Bean f„_
N03'40'14" W 2 a7 - zG - - s°29.2
2a0•'b1i2pgg g6.61
8 Northeast Comer
9°4r'T 578-39`~ --270.- fr Exist Drmway I Section 35, T 26 N, R 18 W
v~ ~-oo ( (Found Bentsen Aluminum
X33' m g v I Monument)
54 -T
W~
2.795 ACRES •ty, 00
` T`D
OR n; R 10Q' a" T 6 LOT 2
LOT 1
121,737 SQ. FT ,~.gy63 , 374.98' o° H
2.285 ACRES _ N • g2 o z M
",520 Q. FT Dnv W4o6.61' 200.00 O
(E7(CL R/WJ .100 ~7 %N89• .17"E 4
.
T 6 0 ! g! LOT 7 ~D
A -k
2.521 ACRES n ' I M 17.501 ACRES 17 2350A ES ~
OR :rg~ 109,809 SQ- FT. 762.345 SQ- FT 750,762 SQ. FT
2.285 ACRES (EXCL RA" Pte'
OR
99.520 SQ. FT 710
(EXCL. RV4 N '32 14' F o.
O ~~o~~-"'lll _o S ws .83 W 743.99• ~p,
t all
A
z Wes •
00
-F v
o~ s 1 IAT S l~' 3 F ~
pp,, z •o 9.474ACRES 8.975ACRES
OR OR
33 412,682 SQ. FT. 390,945 SQ. FT. ; w
33' (E7(CL RMq
O, W I South line NW 114 - 1~ y~ h
i
W i ; off )
26114 Section 35 rs79 04-
697-
A, f • i 6 ' 629-9.1'
t
---S89°5846"W sg~6-u'---
~M _VNELAYTFD ,t,AN-L)g SURVEYOR'SADDRESS
W74o9 SM "65"/ Boat 4$
South Quarter Comer BeMenville, WI.54oo3
Section 35, T 28 N. R 18 W OW14ERS'ADDRES.S
(Found Benntsen Aluminum Monument) 81 Pon ero;SQ Drive
NOTE- River FaH t, WT. 54o=
An erosion control plan will be required by the St. Croix
County Zoning Office prior to construction on these lots.
N
LEGEND
S C ONS j
p Indicates 1-0.0. x 18" iron Pipe Set ^r14.•-••••.;'
W E (Min. WL -1.13 lbs.flin. it) : L,,v x3cE
• Found 1" iron Pipe
S k7-3
0 Section Comer Monument ~DE1wrr rte.. a
5 (as noted)
Scale in Feet 1 = 300' -X- Indicates Fence •
°DS N
300 u 390 A Indicates Soil Boring
Bearings are referenced to the North line of the
NE 1/4 of Section 35, assumed tearing East. Indicates Proposed Dated: September 8, 2006
This Instrument drafted by Mark W. Peavey Driveway Location SHEET 1 OF 2 to
1ot2 Vol 22 Page 5341 1
f
Parcel 022-2001-20-700 03/03/2008 12:36 PM
PAGE 1 OF 1
Alt. Parcel 35.28.18.546D-70 022 - TOWN OF KINNICKINNIC
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
01/12/2007 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - WACHTLER, GLENN M & TERA L
GLENN M & TERA L WACHTLER
81 PONDEROSA RD
RIVER FALLS WI 54022
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description * 87 PONDEROSA DR
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 17.501 Plat: 5341-CSM 22-5341 022-07
SEC 35 T28N R1 8W NW NE PT LOT 4 CSM Block/Condo Bldg: LOT 07
16-4278 NKA LOT 7 CSM 22-5341
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
35-28N-18W NW NE
Notes: Parcel History:
Date Doc # Vol/Page Type
01/12/2007 842448 22/5341 CSM
07/23/1997 1141/121 WD
07/23/1997 999/407 WD
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 02/21/2007
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