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HomeMy WebLinkAbout022-1048-10-155 (2) z r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of-'-71- Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 x 11 inches-in bize. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Z 2 Please print a p.' E~ R ewad by Date CC V oZ d Personal intonna0on you ids may be used t secon r ses (Privacy law, s. 1 .04 (1) (m)). Property Owner P arty Location Y i) I~003 G of ,V 1/4 0/4 S T a Qj N R ~ E (or W Property Owners Mailing Address i. o PT lodc # Subd Name CR ~Uu( q 37'2 rj, T 47 Z City State Tip Code City ❑ village [4T& Nearest R►ue Fa (1s W 4o Z / 425-164',V4 i0 ( New Construction Use: M Residential / Number of bedrooms 4 Code derived design flow rate /,Oil GPD ❑ Replacement ❑ Public or commercial - Describe: Paront material 1110- Flood Plain elevation if applicable 11T 1~ ft. General comments recommendations: M 0 vu-t, p vgfY 41 rl $ a h a Boring # Boring pit Ground surface elev. U, -141% Depth to limiting factor 3 o 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 'Etf#2 D-0 6 . P /2' - / f c, , S S 1✓ Z B 1 !U ` c n 4r 1 •30 !0 S' fs rnfr C5 5 4 S 5 i C a rr. b i • E Boring #~I Boring ICS pit Ground surface elev. 92 ft. Depth to limiting factor 3 i 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 0 fcb/ r C~.J t 5 ~ s - k rnfr C 3 i> Y& -S 3/ -4 0 G C~ D 7 L m rrti-F i I Effluent #1 = BOD > 30:5 220 mg1L and TSS >30:5 150 mgA. ' Effluent #2 = BOD 30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number • a,fr Siare 4 aa05.s Address Date Evaluatiolf Conducted Telephone Number q/j o I( '715 12.5 -2 125' 1® 4 2 irt'1 s I,q -J a s , Property Owner ~41~ C0I7D1)17~TyW Parcel ID# Page Of Boring -3] F a6ring # Pit Ground surface elev: " 3, y (O ft. Depth to limiting. factoG a.Z. in- Soil Application Rate Horizon Depth .DominantColor Redox Description " " Texture Structure Consistence Boundary Roots. GPD/ff In. Munsell. Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •011#2 2 10-24 10 Ft? rn ZI.3a r,r K r 5 1 Z-4 o i s 7 s k m4 ' . 3 0 Boring # ❑ Boring ❑ Pit Ground surface elev. It. 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. 'Ef1#1 •Eff#2 Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor In. ❑ Pit Soil Application 'Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eii#1 'Eff#2 Effluent #1 = BOD, > 30 220 mg1L and TSS >30 150 mg/L ' Effluent #2 = BOD6 < 30 mg& 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. SBD4330 (8.6/00) . be>a CODp;%&Tow PL 6T Pi An~ Pof 3 a q 47 I 4001 Q Byh lop Cp6,~r f' Pipe 1'"aOovc 3r--le- at o C3a X& LVFJZ, T Rt E (32 r z { aba~~ ~r 17:: L G'I 9 I 1~ VA LOT I C S rK -2 .-CEIVED A37Ea0 1 VOL 22 PAGE 5299 _ O EC 5 2006 n U~ KATHLEEN H_ W KESW-- REGISTER OF DEEDS ST. CROIX CO.. MI RECEIVED FOR RECORD ST.CROIXCOUNTY 16T38r2QWG ie:45Ah SURVEYOR'S RECORD CERTIFIED SURVEY MAP REC FEE: 13.60 eery PRE. -.00 CERTIFIED SURVEY MAP ES: 2 1OCA7ED IN PART OF THE NE S OF THE NE 4 OF SEC7/ON 17 TOWNS///P 28 NORTH, RANGE 18 WEST, TOWN OF KIWIGI UNNIC- ST. CRO1X cOVNTY, NTSCONS/K THE OWNER SHALL FILE AN AFFIDAVIT SUBSEQUENT TO FILING THIS CER nf-7ED PREPARED FOR SURVEY MAP THA T STA TES THA T OUT!-OT 1 AND LOT 1 OF TH/S MAP SHALL M YR[7N I SZL ER REMAIN UNDER COMMON OWNERSHIP. BEARINGS ARE REFERENCED THE NE CORNER OF SEC- 17, TO THE EAST LINE OF THE T. 28 N, R. 18 W (FOUND ST NORTHEAST QUARTER. CROIX COUNTY ALUM. MON.) FL Y EX TENS/ON OF- N. W CORNER OF LOT 1, NORTH LINE OF LOT 1,- THEN. LINE OF LOT 1 ~ l c`OO , C. S. M. ` VOL 18, PG. 4665 C. S M., VOL 18, PG_ 4666 C. S. M., VOL 18, PG. 4666 -N89RT38'>E ~o~ (/1+t~~ -66,04 -----1- z J00.07 728.93 f9Q00 +~N89°77 38'E' q Q +z o o - N. E. CORNER OF LOT 1,- ' 310.00 1~ C. S. 1r1., VOL 18, PG. 4666 1 n- ~Y A Ar 4738'E 342.05_ Cj Q G LEIT 1 3 O~ Q~ 1 6 476 0 1 4. 472 ACRES h L'i T 3 43 0~ Ar- 111 in all rn 2A00 AClM S go i-OUTLO s Sd Fr. j 161 A~ EX~ R/V 1.547 ACRES \ w q ~ OIJ FT. 67,394 SQL FT N d 45254 00 ~ SOUTH LINE OF LOT 1, - S. W. CORNER OF LOT 1, ° 2 Z C. S. M., VOL 18, PG- 4666 O C.S.M., VOL 18, PG 4666 n v o - -N(7RTH GkF?'~ ao wh ( 4i vW LIBERTY 01 ROAD = 16'7-3 55 " P \~L dry R=233. 00 L=66.01 C- =65. 79 C.8_ =S9 28 58.5'"W TAN. SEAR. IN . = SO 1 22 'O 1 "W TAN. BEAR. OUT.=517°35'56"W THE E 1/4 CORNER OF SEC. 17, T. 28 N, R. 18 W NOTE- THIS MAP IS A SUBDIVISION (FOUND BERNTSEN 'SURVEY MARK" NA/L) OF THE CERTIFIED SURVEY MAP RECORDED /N VOLUME 18 OF CERTIFIED SURVEY MAPS, PAGE 4666. LEGEND 0 FOUND 1' IRON PIPE O SET I' O.D. X 18' IRON PIPE 7/VS WEIGHING 1.13LBS PER LINEAR FOOT. GOVERNMENT CORNER AS NOTED * JAMES M. WEBER ft4 SO' BUILDING SETBACK LINE 8.10" SPRMd VK1EY, WI OQ~ 1 " = 200' Ti' + 0 100 200 400 JAMES M. 3-1804 PASSE ENGINEERING, INC. SHEE T I OF 2 126 SECOND S TREE T HUDSON, VI 546 DATED 01 d_36 THIS INSTRUMENT DRAFTED B JAMES WEBER Vol 22 Page 5299 Parcel 022-1048-10-155 04/12/2007 03:18 PM PAGE 1 OF 1 Alt. Parcel 17.28.18.257B-12 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/30/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - ISZLER, MYRON & NOVA MYRON & NOVA ISZLER 1456 BARTOSH LA RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description " 383 N LIBERTY RD SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 4.472 Plat: 5299-CSM 22-5299 022-06 SEC 17 T28N R18W PT NE NE FKA LOT 1 CSM Block/Condo Bldg: LOT 01 7/1834 EXC PT TO NORTH LIBERTY RD FKA CSM 18-4666 LOT 1 (8.019 AC) BEING CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 22-5299 LOT 1 (4.472 AC) 17-28N-18W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 10/30/2006 837601 22/5299 CSM 12/10/2003 748780 2472/09 WD 12/02/2003 748022 18/4666 CSM 04/01/2003 715477 2190/535 RD 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 12/13/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: 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 APR 1 9 2004 Si. CliOIY CO111?TY VUi 18 PAGE 4666 ~Ui 1~rY()R'S RECQR KATHLEEN H. VAL311 REGISTER OF DEEDS CROIX CO., IfI CERTIFIED SURVEY MAP R2 02°2003°Ra2E06P„ Located in part of the NE 1/4 of the NE 1/4 and the SE 1/4 GE .,.1; 10 SURVEY MAP of the NE 1/4 of Section 17, Township 28 North, Range 18 s ?t': 13.00 West, Town of Kinnickinnic, St. Croix County, Wisconsin. C( PAGES: 2 Owner : Don R. and Judy A. Coddington A the NE car. of Sec. 17, rn T. 28 N., R. 18 W., found --1 _ 4 St. Croix Co. Alum. Mont 0 (Ad F m C.S.M. I Vol. 8, Page 2138 I N 8977'38' E 1294.97' Wore Fence+/-2-- = N ` 918.93' 310.00' Including Right-of-Way { o Z 333 100 Roadway Setback Line 34si 303 sq. ft Ap 6S MCI ad,sa Aces o. 66.9 N N Lot 1 Gj ~ N t°-► O = 16'13'55" R - 233.00' 5, D t~ L - 66.01 Z e3 682 Ex Wing Right-of-Way Na Z 1Z r'1 C.- 65.79 326 076 sq. ft Z ' C.B.= S 9'28'58.5"W 7.86 Acres 11 N om~ 'Point ve of Compound N 89'17'38" E 984.59' - N > I • 927.84 `Point of Reverse ® Indu7gght-o Way I~ 'Curve A- 7.12'18' 1 Acre V Z R = 233.00' 2.!}0 6 O I.- L - 29.30 23 Excluding,Right-of WayO C Z rn NN . .2 C.- 29.28 (Win R - 167.00 " C.B.= S 21'12'05"W 12.1523 AAes Shed 0 N .,off ' L - 68.31' Lot 2 crags ~(1) C.- 67.84' rn C.B.= S 13"05'07.5"w ~ I 7 33.02 1261.20 House D - -50 89`17'38" W 1294.22' `Wire Fence APPROVED CR= COUNTY 3333 6*• UNPLATTED LANDS PiftmM~r =e~ ~d PsAa Caort~e N 11ZI DEC 0 8 W - _ - ~ iW If not 1orv, dsd w" 30 doge of `V the E 1 /4 car. of Sec. 17, Im appvwdwspix"shall be T. 28 N., R. 18 W., found - -N. I~ nupendVold Bemtsen "Survey Mork" Nail 14 Note: This Map is a subdivision of the Certified I;u Survey Map Volume 7 of Certified Survey Maps, page 1834. 10 10 0 100 200 300 400 ALLAN L. * EVERSON Scale 1 inch 200 feet o, S-1871 a : IVER FAL LEGEND O Denote i inch by 24 inch Iron V T i~,I'O SRV pipe monument set. (1-1/4 Inch O.D.). a '09 ,"4111/t01f weighing 1.62 Ibe. per lineal foot. 9 e ti * Denotes 1 inch Iran pipe monument = in found. ; 0 Denotes Section Comer Monument v; ;a • found. an noted. "am *0 1 Denotes sot baring location sal per sot evaluation report by others. Instrument Drafted By. Allan L. 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Q1 CD -n ° C2 ►'i ° P' r• c Z 7 D O p ~..t. m m a ° Co 0 m d c 19 w m m ~n rt 7 F'• Co G rt 0 r Co rt = . ~7 W. rn fi z 710 10 1 n T IN 0 --4 ' 0 ►-h M I m N• d r_'i (q a X rt• ~ -r, 00 ° I c :Y C/) OC) I r• ~p rt n (D C z a c~ i s 0 I 0 M 1c •.1 N Irt M M -3 m Mz S I-C m 1 ~7 w r• 1 m W i-• _ ° f I t-• , 0 3 N 1 - N to O M 1 d I f Il 10) r s l2j -0 c p " 10 '1 En N to i< N an d 0 lV I G rt 4- 0 i N. 0 Cr -n En 0 1 -r tT 1 FJ • ~ Ln 1 r°r 1 s`H - Ito ~ o ° r H 1w CJ N I ~ z ' C O ~ O Co O 1zj O tI n H m N Sol- 4 2 "W 635.17' 0 -11 m m N• ° e•h n T rt " East line of the NE} of Section 17 O_ 'f e Unplatted lands owned by others m m V u ~ O Bearings are referenced to the East line of the NE} of Section M 17 assumed to bear S010251421IW. ST. 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BOX 76 HUMAN RELATIONS N WI 3707 (1-163.090) & Chapter 145.045) LOCATION': SECTION: r NSHI MUNICIPALITY: tLOT SUB DIVISION NAM NE '/'4NZ'1 17 /T28 N/R /e E (or)W n K/NN /CK/NN/C COUNTY: OWNER'S BUYER'S NAME: MAILING ADDRESS: ST. CRO/X GLEN WIESE R3 RIVER FALLS W/ 54022 US DATES OBSERVATIONS MADE NO.BEDRMS.: ICO ERCIA DESCRIPTION: IPROFILEDESCRPTIONER OLATIONTESTS: P 6Residence 3 N. A. New ❑Replace Il 4- 24- 86 NV-r -,,CONDUCTED RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILL HOLDING TANK: RECOMMENDED SYSTEM:(optional) S D S S ~u S ©u S ©V MOUND SU/TABLE /F PERC. TEST G 120 MINI/N. If Percolation Tests are NOT required DESIGN RATE: LF'loodplain, any portion of the tested area is in the under s.H63.09(5)(b), indicate: N. A . indicate Floodplain elevation: N A PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) / 1.3 N.A. NONE 0..5 817 l /0.5'J 805// w/ ecp R mot /0.8'J B 4.7 NONE 3,9' Bn 1 09 8,7 sit /481 an s/ 1/•/'1 On fs BANDED w/fff R mot / 0. 8'J i 3 5.5 NONE 3.1 ' Bn1 /0.9'1 BP s//11.6'1 On s/ 10.6'1 an s/ w/fff R mot. f 2, 4'J B- 4 4.7 NONE 8n / 10.89 On sit 1/.41 On/s !0. 5'1817 fs BANDED w/fff R mot/2. 0'J 5 4.6' NONE 3.9' @n1//,O'JBnsll/2.6'JB17sll0.3'l@ns/w/ffpRmot( 0.7'1 B- 6 4. 3 0.00' 0: 00' On 1 10.8'1 an si / / 1. 59 B n s/ 1 O. 4'J an s/ w/cep Rmot/0.69 @nc/mot.ll.0' 7 4.6' 0.00' „O. 00' 817 1 ! 09 817 s 1, 69 80 sit w/ecp Rmot /0.61JBn cl w/ccp Rmot//,49 B- 8 3.2' i, NONE 2.9 On1(2.2') Bnsi//0. 79 Bnc/ w1ccpRmot/0.3'1 NONE B- g 4• 4 •g, p' an / 13.0'1 an sJ/ w /ff! R mot / 4'J /O 4.4 NONE 2. 6 an / //.8'J an sit /0.8'18n s// W/ccp Rmot //,8'J 3.3 6, 2 3.31 8,7/10,89 On s / / 12 5 an /s t2. 9') B- 72 V 3.3 3.3' @nl( 1.9'1 Bn sl11/. 4'1@17 s /1,3')OnsIandcob// 4' PERCOLATION TESTS TEST DEPTH, WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PERIOD 3 PER INCH P_ NO PERCOLATION TESTS COMPL TED AT THIS r/ ME. THIS SOIL EVALUAT ON WAS P_ COND CTED FOR PURPOSES OF DETERMINING T E FEASABIL/TY OF DEVELOP ENT OF THIS P_ PRO P ERTY P-_ PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. SATTRE S'fL SYSTEM ELEVATION N.A. PAGE 83 ANTIAGO S IL S/L R f L D S Co / UE 1 B 3 5.'' .A( ' Bn/f O" Bnsi//.O(1 Bb s/ /.3/ Bns/ //f R of O. '1 B14 6. ' E Bn/ wYfc R of /.9Bn s/o --1 1 @ 5 4. ' NONE 4. Bb//f an s/ 1.011 @n s/ /ff R1ot 10.5 BI/6 4. ' 3• 3• 1, an 11.5 1 B s// / .8' Bn s1 !1.2 ;1 { 8(7 J. NO E 2. ' B / /o./' an SI/ 0.59 On S~/ w cc? R*oJP 0. 590a t/m~ t/O 511 _r 1 -7- @ @ 5• NON' 2. ' I an t 0.a,)enrI/!!.O'l ien sJJ 0. ~ 'J INK S// BANDED n/s cc R m t '1 14 F I ~ I t B /9 4. i 6' NON 3. en//L'J ~n sl{ !O 71 ` n s'/ / B' Bn / ce ` m' ' t B 4. 6i ; 0 B / tp.9'1 Bn si/ WX ffflR t / B' n s / / 1// B S/'w/ifff Rm6i 1D•6' a j l 71 % !-A TA CHE _ s), F it R S E~G'IH L~ ' 1 i . y I, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures ands ds specified in t onsin i~ Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. /i NAME (print): TESTS WERE COMPLETED ON: LAURENCE W. MURPHY 4 - 6 - 86 ADDRESS: CERTIFICATION NUMBER: PHONE NUMBER(optional): R/ BOX36 A RIVER FALLS, WI. 54022 33-2445 425 - 9032 CS SI ATURE: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester DILHR-SBD-6395 (R. 02/82) -OVER - f INSTRUCTIONS FOR COMPLETING FORM 115 - SBD - 6395 H ~ To be a complete and accurate soil test, your report must include: 1. Complete legal description; 2. The use section must clearly indicate w r ° its is a residence or commercial project; 3. MAXIMUM number of bedrooms or corr, 'cial use planned; 4, i _ . a r,~vv or replacement system; 5. C-n _ze the suitability rating boxes. A SITE IS SUITABLE FOR A HOLDING TANK ONLY IF ALL OTHER SYSTEMS ARE RULED OUT BASED ON SOIL CONDITIONS; 6. PLI ASE use the abbreviations shown here for writing profile descriptions and completing the plot plan; 7. E A LEGIBLE diagram accurately locating your test locations. Drawing to scale is preferred. A r`~erkt: may be used if desired; su. your benchmark and uertical elevation reference point are clearly shown, and are permanent; 0. Complete all appropriate boxes as to dates, names, addresses, flood plain data, percolation test exemp- ticn, if appropriate; 10 i,.formation (such as flood plain, 'ion) does not apply, place N.A. in the appropriate box; 11. S,, .;ie form and place your current addr_-ss and your certification number; 12. Ma' e legible copies and distribute as required. ALL SOIL TESTS MUST BE FILED WITH THE LOCAL AUTHORITY WITHIN 30 DAYS OF COMPLETION, ABBREVIATIONS FOR CERTIFIED SOIL. TESTERS Soil Separates and TextUres Other Symbols St - Stoner r 10") Bedrock cola Cob. - 1011) Sandstone gr - Gravel ter 3") L - Limestone s - ,7d HGW - H:-ih Grour'rcfwater cs - r d p Per I- ion Fate nw'dr s fr - i lr Sand > - Gi in s Loam < - L f - Bn - F , . sit ani BI - si - Gy - Y - R L-,.,,: mot i 'ay _vr Clay fff f 0 w Iin CC coma, p, mm - Mar-; r r d - dist~ I p - pro[, r HWL - High Si; l ' :xtures su foi li.i disposal BM - Beni r' . VRP Vertical: Point TO THE OWNER: is it ~y re D ni'm may r r A fnr the r r in of > n y t .°rst be oblam ir. -t, of ant SL 4r# WiAr V SOIL TEST • N ~ ~ N O 020 N. / 444.', $100 t 33 TH AVENI/f AL L Moor 'D ANOL ES rURNED CLOCKWISE Ot'E' MAPLE TREE' AND i " P/ P E . B3'' B4 91 cy 0.a 06b m 0r • < ti 4 b0f Lti BACKH0C PIT 'bury ~9b g •p, • 1 0 3 l Bs 3g 4a SE COR. SHEDS3 PIPE OU'R ED 240. 30 BBD ' 248,..06 BB t' l $9q 5PG ~b N s B9 y V f ry ' B 10 2Sp• Gs`' % Sze SCALE I'"8100.. a SPIKE W/TH' 1F RIBBON IN 3' N DIA . M,4,-LE !4 h B/6 ~ BtJ i N C LDESAC M M 817 7TH SEA m M -,M- - - ' { . Y ,ti.. ' R. o a _ t .I - {r • . tl { _ ~ ~ ~;i S r_' i- ~ ~ ~ ' . i. Y~~` r `R ` r l~~ . 3~ 1 -s 1 ~ - _ ; r.., y _ 4 y, ' t' i ` t E j V.i;~ ~ 2 t. t~i. ' _ j'~ ~ r .r.f r,., M . , - f ' - 7 ~ - _ ;3 3 Parcel 022-1048-10-150 04/12/2007 03:45 PAGE 10F 1 Alt. Parcel 17.28.18.257B-10 022 - TOWN OF KINNICKINNIC Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/30/2006 00 6 Tax Address: Owner(s)' O = Current Owner, C = Current Co-Owner O - ISZLER, RETIRED RETIRED ISZLER Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 8.019 Plat: 4666-CSM 18-4666 022-03 SEC 17 T28N R18W PT NE NE FKA LOT 1 CSM Block/Condo Bldg: LOT 01 7/1834 EXC PT TO NORTH LIBERTY RD BEING CSM 18-4666 LOT 1 (8.019 AC) (CSM Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 22-5299 WAS CREATED) 17-28N-18W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 12/10/2003 748780 2472/09 WD 12/02/2003 748022 18/4666 CSM 04/01/2003 715477 2190/535 RD 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 12/13/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 i 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