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W,sconsinD.partmentofCommerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 514926 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: ChrisDHome Farm, Inc., c/o Charles Kruschke Stanton, Town of 036- 1042 -20 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: pp 1 f � iM — 18.31.17.262 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. e Septic Benchmark C c 11S Or, 1 ; 5 Z e Alt. BM 1!• C� 71 A15; Aeration Bldg. Sewer 7 '9c 7 c ?), Holding St/Ht Inlet g.7 TANK SETBACK INFORMATION St/Ht Outlet 31 TANK TO P/L {� WELL DG. Vent to Air Intake ROAD Dt Inlet ,\ O� c�7 cue:\ Septic , j `to i /� r 7 5 V t Dt Bottom i Dosing Header /Man. Aeration Dist. Pipe / cc Holding Bot. System /D • 9 PUMP /SIPHON INFORMATION Final Grade •� y3 7 Manufacturer Demand St Cover 41.0 GPM : \� e,.9 AK Model N r r TDH Lift Friction Loss Isyste TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Tre PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS — 3 o Z \ t �.. :\ _1 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT �J n 7 7 �� , ( A Model Number: �b�, J�w��t+ /V 1 '' r 64 4i DISTRIBUTION SYSTEM 9 _.l.._ / Header /Manifold Distribution x Hole Size x Hole Spacing Veg Ai Intake Pipe(s) \ F7 f A Length Dia y Length Dia Spacing Z d` u SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only �'' L c� Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center /p Bed/Trench Edges ` Topsoil � Yes 0 No Yes E] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1471 220th Ave New Richmond, WI 54017 (NW 1/4 NE 1/4 18 T31 R11 7W) 40 acres Lot Parcel No: 18.31.17.262 j 1.) Alt BM Description 2.) Bldg sewer length - amount of cover = L/ Plan revision Required? Yes No " Use other side for additional information. _ to SBD -6710 (R.3/97) Date Insepctor's ignature Cert. No. conwwwrC6--VA410V Safety and Buildings Division County , 201 W. Washington Ave., P.O. Bo 7162 1 soon s i n Madison, Wl 53707 -71 Sanitary Permit umber be led in by Co.) Sanitary Permit Application Smote TraosacYaop In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appcopria ve tal unit is required prior to obtaining a sanitary permit Note: Application forms for state -owned Project A (if different than mailing address) submitted to the Department of Commerce . Personal information pro in accordance with the Privacy Law, a. 15. 1 m Stats S L tion Ioforma ' n - Please ' t Ali ' Inform CA VV� SZ� Owner's Name J1 � 3 D I Parcel # r�cs�, JUL 1 12008 0 3 6- p 's Mailing Address gym' Location ST. CROIX COUNTY l ZONING OFFICE Govt. Lot C" ,State ',TT Zip Code Phone N r j,, �i %., Sectio n„ V-54-- -j j S 3a T N; R e ° otiW 1 H. Type of 'ng (check all that apply) Lot # 1 or2 Farrtt Dwcliing- Number of Bedrooms - Subdivision Name -- _ - _ Block# t� ❑ Public/Commercial - Describe Use ? ,p 0 City of CSM umber 0 Village of ❑ S S _ kKown of t'1 to t S O ble) A. 0 New System Replacement System 0 TreatmentlHolding Tank Replacement Only 0 Other Modification to Existing System (explain) B. 0 Permit Renewal 0 Permit Revision 0 Change of Phnnber ❑Permit Transfer to New List dots Permit Number and Dace Issued Before Expiration Owner W . - Tyweirpowr. S tem/Com mat/Device: Check all that a pply) A Non- Pressurized In -Ground 0 Pressurized In -Ground 0 / A�tJ 0 Mood �4 is of suitable il / 0 M <24 in. of suitable soil 0 Holding Tank 0 Other Dispersal Component (explain) Y L��t� 0 PreQlatiine D&4 -in V. Dis to ent Area Information: Design Flow (gpd) Design Soil Application Rate(gpdst) Dispersal Area Required (sf) Dispersal Area Proposed (d) System ElevatiO3 . $J7 o© Vi. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units New Tanks Existing Tanks U 8 to rn (£ w _ . Dosing -C_ VII. Responsibility Statement - I, the undersigned, asses respoustbttity for installation of the POWTS 8 the attached plans. 's Name (Print) Plumber's Si IbS umber Business Phone Number s 3 7rsa Plumber's Address (Street, City, State, Zip Code) 1, t.7 V A VIII. oar /Department Use Onl Approved 0 Disapproves Permit Fee Date I g ❑ Owner Given Reason for Denial 0 I 7A IX. Conditions of A for Disapproval /' O(/- SYSTEM OWNER) i Septic tank, effluent filter and ,. dispersal cell must all be serviced / maintained _�� as per management plan provided by plumber. U setback requirements. be_ maintain ys em as tt tot c onnty on o paper not less tha 8 Vi x I i iwehes la she as per app ica e SBD -6398 (R. 01/07) Valid thru 01/09 GK�rs� o �441 e Cv, rrNo r1l W.s !q of 7 0"s Ad is c it- a,;kGST em, GD �Co s GWISD96m 64 17-Z PI of 1 ,0• �C m�nd.,�Z 5yot 7 t a �fl 2 Q f o� J II ii EZ1203H VWTVWVV WVWTVVV FF ov4vese _' ' _ " "' ♦vrervv 44er ►44 .'��. 4 ►40e►4 040 t t t 4 ♦ ♦4P0r j�}it 4 ►.'M: VWV ry' A 040 ')Aft sos 4►0 L't POO ►a0 4.625" 444 - . 044 aPv 4 e ► , a • j " 1/2 Circ. =18.84" 4vv ova eo4 O• vvv •vr vvo v► vv v v v ► • • rOa ►PtlT 4- 44 rir ► Ov4vvv4 4o ►•roe 44 W4 0 ►4e444►aW ►4 ►a ►vim 4vsevoo TV v9ea4v44 4a�►rvr $ BOtt0ltt Lit Z 1 1 2-1/2 DIA. (typ.) Void volume Soil Interface Area 11L• SS EL El Void Coefficient in Aggregate given at 57.4%. 1$.$4tn _ 3.14 Sidewall (2 Sidt;wafls) 2 a 12in O.D. of 4" pipe - 4.625 inches Void volume per tinlinear 2.3125 r fL = 3.14 •( I • 1& _ 0.t 17 ft' Bottom IR 2.00 t t2ia l ft 11 T O.D. of Ctntercyl/Pder= 12.5 inches Total Soil Interface Area 5.14 SQ.F Void volume in aggregate of center cylinder =f 3J4 • 3.14 • } )--574-.472 W l � 6.25in V. _ F2» /ft� � 12in /ft 2.3t25ia J O.D. ofouts de cylinders= 12 inches Projected Trench Area Void volume in outside cylinders - 2.3.1q� bat $74-.901 ft' Sidewall Height - 12 in. '2 - 2.00 Sq.Ft. `l2intft� • Bottom = 36 in. - 3.00 Sq.Ft. Void volume at bottom between cylinders - [(-F2 tai" 6i" - � 3 i 6'n h�ft 12ialft 12inth� • '0215 (t' Projected Trench Area ¢ 5.00Sq.FL Void volume at outside bottom comers (112 of void volume between cylinders) 0.21512 -0.108 W 'foul void volume - 0.117 + 0. 422 + 0.901 + 0.213 + 0.108 - 1.763 cubic ft / ft Gallons per ft - 1.763 X 7.48 - 13.2 gallons Per linear ft E€ S Aggregate � Trench System Ez1 203H EZ fl Ring- industrial Group 65 indu=strial Park Rd. Oakland TU $06O SCALE FILE WW- U12034-wa1 SHEET, t of 1 11 -27 - 01 Wisconsin Department of Commerce SOIL EV UATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, is. m. Code County St Croix Attach complete site plan on paper not less than 8 1/2 x 11 in in e. P n must include, but not limited to: vertical and horizontal reference point M), i n and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and di nce ne st road. please print 11 in D �f4?L�tV E D Revie Personal information you provide may be used secondary purposes (Privacy Law, 15.04 (m)). ,7 Property Owner Property Location CHARLES KRUSCHKE fl �� Govt. Lot NW 1/4 NE 1/4 S 18 T 31 N R 17 E (or) W Property Owner's Mailing Address ST. CROIX COUNTY Lot # Block # Subd. Name or CSM# 1471 220th AVE ZONING OFFICE 158 ACRES City State Zip Code Phone Number (' City (' Village (*Town Nearest Road NEW RICHMOND WI 54017 715 - 248 - 3214 STANTON ST HWY 65 C New Construction Use: (o Residential / Number of bedrooms 4 Code derived design flow rate 60 0 GPD (* Replacement C Public or commercial - Qescribe: Parent material OUTWASH Flood Plain elevation if applicable N fit General comments and recommendations: PROPOSED SEWER EL 89.00' F- Boring # Boring 1 g Pit Ground surface elev. fl Depth to limiting factor >96 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 -15 10YR3/2 NONE L 2fsbk mfr gw 2f .6 .8 2 15 - 10yr4/6 NONE sl 2 f sbk mvfr gw 2f .6 1 3 36 -96 10YR5 /6 NONE s omsg ml .7 1.6 7. Comments: 2 1 Boring # C Boring (,- Pit Ground surface elev9 g Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10YR3/2 NONE 1 2 f sbg mfr gw 2f .6 .8 2 8 - 10YR5/6 NONE sl 2 f sbk mvfr gw 2f .6 .1 3 21 -108 10yr5/8 none s omsg ml .7 1.6 Comments: Effluent #1 = SOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L = BOD $< 30 mg/L and TSS <_ 30 mg/L CST Name (Please Print) Signature CST Number CALVIN POWERS AJ 220537 Addr Date all Conducted Telephone Number 1969 A%th AVE, NEW RICHMOND, WI. 54017 Jul I, 2008 715 246 - 5135 0 Property Owner Parcel KRUSCHKE Parcel ID # Page 2 of 3 F3 ] Boring C Boring g � pit Ground surface elev. - ft. Depth to limiting factor 108 in. r To7i Appl ication a e Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 1 0 -14 10yr4/1 none I 2fsbk mfr gw 2f .6 .8 2 14 -26 10yr4/6 none Is lfgr ml gw 1f .7 1.6 3 26 -35 10yr5/6 none s Omsg ml gw .7 1.6 4 35 -108 10yr6/6 none s Omsg ml .7 1.6 d �, Comments: F-1 Boring # Boring (� 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. - Eff#1 *Eff#2 Comments: 1-1 Boring # Boring (' 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/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "Eff#2 Comments: " Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = SOD 5 < 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 60 8-264-8777. SBD- 8330Test (R07N0) p to-pov "t t�1��'► .� 5 0/ it -JUE A Ito 3 ! J 1 AA �� `71 W� \ J d ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND n OWNERSHIP CERTIFICATION FORM F :e)ruyer r S 1 6 g1el5� #11m f Wln 1/IC. Mailing Address I�4 7 j ZL n �" A u-e N �`` c h rna n ci T - O! T Property Address '::�rd (Verification required from Planning & Zoning Department for new construction.) City /State Parcel Identification Number Q 3 � l Q q Z - a (y (1,} ( Z(o Z ) LEGAL DESCRIPTION Property Location fjW Y. ,t � '/a , Sec. ! , T - 3_� - N R Town of Subdivision l 5$ Q C re_a !L( y' tq k�aA - .4 , Lot # Certified Survey Map # Volume , Page # Warranty Deed # y ( 9 7 , Volume , Page # ( 2 S Spec house yes c!�) Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION yfft- C/ 2 Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system Owner maintenance responsibilities are specified in §C3mm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a naster plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is Less than 1/3 full of sludge. I/we, the undersigned have read the above its and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. I/we amlare the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms SIGNATURE OF APPLICANTS) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08105) POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page _J_ of RtE Ell noN SYSTEM SPECIRCAMONS own r u s Septic Tank Capacity v g a l 11 NA Penn " Septic Tank Manufacturer � ❑ NA DESIGN PARAMETERS Effluent Fitter Manufacturer D ` V IDK ❑ NA Number of Bedrooms 0 NA Effluent Filter Model L 5,: , 0 NA Number of Public Facility Units Pump Tank Capacity al �° �A Estimated flow (average) D L gal/d ` Pump Tank Manufacturer I-NA Design flow (peak), (Estimated x 1.5) Ott g at/day Pump. Manufacturer ❑ A Soil Application Rate #7 Pump Model q Standard Influent/Effluent Quality Monthly average* Pretreatment Unit -ETNA Fats, Oil & Grease (FOG) 530 mg/L 13 Sand /Gravel Fitter D Peat Fitter Biochemical Oxygen Demand (BOD 5220 mg/L D NA ❑ Mechanical Aeration D Wettand Total Suspended Solids (TSS) 5150 mg/L 0 Disinfection D Other: Biochemical Oxygen Demand (BOO 530 mg/L In Ground (gravity) D in Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L R'�A D At -Grade D Mound Fecal Coliform (geometric mean) 510 cfu /1O0m1 ❑ Drip -Line D Other. Maximum Effluent Particle Size Y in dia. ❑ NA Other 0 NA Omer. D NA Other. DNA * Vakms typical for domestic wastewater and septic tank effluent. Other. 0 NA MAINTENANCE SCHEDULE Service Event Senilce Frequency ev ery : C( months) (Mwdmum 3 years) D NA inspect condition of tanks) At least once ear(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA ❑ inspect dispersal cell(s) At feast once every: (Maximum m 3 years) DNA _ month(s) year(s).. Clean effluent filter At least once -every: month(§). O NA years! - ❑ month(s) Inspect pump, pump controls & alarm At least once every D NA year(s) D month(s) Rush laterals and pressure test At least once every: D years) ❑ NA Offiec At. toast once every: D months) i3 NA ❑:yawl Other ❑ NA MAINTENANCE INSTRUCTIONS inspections of tanks and dispersal cells shall be made by an individual carrying one of the following lii irises or certifications, Master Plumber; Master Plumber Restricted Sewer: POWTS inspector; POWTS Maintainer, Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, Identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually Inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a- failing condition and requires the Immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, All o�sd in viaas, including but not lnnited to the servicing of effluent filters, mechanical or pressurized components. pretr units, and ariy servicing at intervals of 512 months, shat( be perfomned by a certified POWTS Malitainer. A service report shag be provIded to the local regulatory aiuthority within.l0 days of com�etiari of any service event. START UP AND OPERATION Page of ' For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or others hernicats that may impede the treatment process and/or damage the dispersal cells). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the Infiltrative surface. During power outages pump tanks may fig above normal highwafer levels. When power is restored the excess wastewater will be discharged to the dispersal cellist In one large dose, overbading, the call(s) and may result in the backup or. surface discharge of effluent. To avoid this situation have the contents of the pimp tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS - Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or - efirwmation of the following from the wastewater,sueam may improve the performance and prolong the He of the POWTS: antibiotics; baby wipes, cigarette butts: condoms; cotton swabs; degreasers; dents floss; diapers: disinfectants. fat: foundation drain (sump pump) water; fruit and vegetable peelings: gasoline. grease: herbicides: meat scraps; medications: off: painting products; pesticides: sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following stops shall be taken to insure that the system Is properly and safely abandoned in comp" rith dtar►tel Comm 83.33. W"OlAdmirdstradve Code: • All piping to tanks -and pits shah be disconnected and the abandoned pipe openings sealed_ • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pints shall be excavated and removed or their covers removed and the void mace filled with soil, gravel or another inert solid material. CONTINGENCY PLAN if the POWTS fails and cannot be repaired the following- measures have been, or must be taken, to provide a code compliant replacement system: A suitable replacement area has been evaluated and may be utilized for the location of a replacement soli absorption system. The replacement area should, be protected from disturbance and compa�on and should not be infringed upon by required setbacks -from editing and proposed . structure. lot -lines and wells. Failure to proteat'the replacement area wilt result in the need for a new soil and site evaluation to establish a.suitable replacement area. Replacement systems must comply with the rules in effect at that time. 0 A suitable replacement area M not available due to setback and/or 8011 knitations. Barring advances In POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. CI The site has not been evaluated to Identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to .locate a auk" replacement =me. if no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. 0 Mound and at -grade sm11 absorption system may be reconsdvctsd In place following removal of the MmM at the Infiltr ative: :surface. Reconstrtn of su cnsE c n t t n She rules.in effectaf that_time _ < <WARNING> > SEp=. PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATNIENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. (RESCUE OF A PERSON FRCW& THE INTERIOR OF A TANK MAY 13E DI RCULT OR IWPOSSISLE.. ADDITIONAL COMMENTS POWTS'(NSTALLER POWTS 11AAINTAINEh Name Name Phone l.$ a (o Si 2 S Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY � c Naune E gfl s t �i ` Phone j 3 O CO This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin AdMk*Masdve Code. Parcel #: 036- 1042 -20 -000 07/14/2008 08:33 AM PAGE 1OF1 Alt. Parcel #: 18.31.17.262 036 - TOWN OF STANTON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - CRISDHOME FARM INC CRISDHOME FARM INC 1471 220TH AVE NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address es " = Primary P p Y : ( ) Type Dist # Description 1471 220TH AVE SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A -NOT AVAILABLE SEC 18 T31 N R1 7W 40A NW NE Block /Condo Bldg: Tract(s): (Sec- Twn -Rng 401/4 1601/4) 18-31N-17W Notes: Parcel History: Date Doc # Vol /Page Type 2008 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 34.000 7,600 0 7,600 NO UNDEVELOPED G5 1.000 700 0 700 NO OTHER G7 5.000 25,000 227,600 252,600 NO Totals for 2008: General Property 40.000 33,300 227,600 260,900 Woodland 0.000 0 0 Totals for 2007: General Property 40.000 33,300 227,600 260,900 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 127 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I a�,4fs >•. ... I i I i I I; i I I r Y•� I ,r I f iT y, n d f Y h� jl' jiP k Y J M ............. .......... fw 4 dVg�''�, d 4 . 4 M . 1M W �+A I f 1 a ry Aa M i f I i