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042-1094-60-100
P r sons n`Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitar Permit No: 399682 0 fsENERAL 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 Holders Name: City Village X Township Parcel Tax No: Lindstrom, Brent Warren Township 042 - 1094 -60 -100 CST BM Elev: Insp. BM Elev: BM Description: o f 6 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS / lil�i ELEV. Septic ' , ` / Benchmark , Dosing m Alt. BM -t> r. C/0 Y�I�tI • V v Aeration -- —_ _ Bldg. Sew J Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/ WELL BLDG. Vent to Air Intake ROAD Dt Inlet C1��A Septic s Dt Botto j Dosing ry , Header /Man. 25 D Aeration Dist. Pi pe-- , - � o�•9s Holding = Bot. System � � PUMP /SIPHON INFORMATION Final 'grade, ( Manufacturer Demand Tircover GPM b - DT Model Number O �'CtJ1J V. 2 o TDH Lift Friction) Los Syst m Hea TD� ,� y �, U Forcemain Length Dia. n / i Dist. to Well fi O` ) l 5 F t SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Tren h� es , PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS / 1 ! �` c _� , SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM L CHIN Manufacturer: INFORMATION CHA OR Type Of S stem: j y Model Number: CIV DISTRIBU ON SYSTEM - s - e Header /Manifold Distribution �/ 3 _�d� x Hole Size x Hole Spacing Vent to-Air ntake l rt Pipe(s) I� ' � � �!ength Di 7 Length ( °3 Dia ' Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed /Trench Center ` I B j edR Yes No , rench Edges Topsoil Yes No /✓ COMMENTS: (Include code iscrepencies, persons present, etc.) Inspection #1:/ Inspection #2: l / Location: 605 State Highway 65 Roberts, WI 5402�3 / (ISW� 1 14S_W /4 33 T29N R1 8W) N Parcel No: 33.29.18.523 A Lot 3 1.) Alt BM Description = D�� C� �4f 2.) Bldg sewer length = - 70 ' �lIYiL57'`�/� F� w • '_ J - amount of cover = "To �/ 3. LGanto ur - Plan revision Required? j Yes ) No Use other side for additional information, - - - _ Date Insepctor's Cert. No. Signatur - )-6710 (R.3/97) Safety and Buildings Division County Z-0 go 201 W. Washington Ave., P.O. Box 7162 l i ` �s /n Madison, WI 53707 - 7162 Site Address /SCO 6os Department of Commerce S ffvj 6 5 _ Sanitary Permit Applicati Sani 399 (0gZ In accord with Comm 83.21, Wis. Adm. Code, personal ' . gyp pf�,e ❑ Check if Revision may be used for secondary purposes Privacy =:15. m I. Application Information - Please Print All Informatio \ `'?, l State Plan I.D. N ber /n. �,> Parcel Numb Property Owner's Name 0q2. Y -e.d 7`" Apt i Cs Property Owner's Mailing Address �t J G� + Property Location ? 3 , 2-9 , $ . SZ3 C 6P iA ' 5 1 'i; S YS T N. R /d City, State Zip Code , ftb&Number /' Lot Number Block Number r Subdivision Name CSM Number �s 6�6DS�C . (* II. Type of Building (check all that apply) , / ✓ �r su. ❑City X1 or 2 Family Dwelling - Number of Bedrooms Y h°u ge" ( ' � ❑Village / ,� I El Public /Commercial - e nbe U ownship ala Y ve /v Barest Road !/ ❑ State Owned �} t t� `xXX �` D � _ 2 D U 2. 5 ,t �L� •�� 7 - AP C- III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable) For County use 1 New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to A S stem Tank Only Exis ' Sys tem B. ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued IV. Type of Permit: (Check all that apply)(numbering scheme is for internal use) -)E z" ` 44 ❑ Non - Pressurized In- Ground 21 )(Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other V. Disperns al!'IYeatment Area Information: Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals ./Days /Sq.Ft.) (Min./Inch) Elevation Gan lea sT / lG 3? VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank /a �Q Dosing Chamber 8 ,06 _ VII. Responsibility Statement I, the undersigned, assume responsibility for ' tion of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature RS Number Business Phone Number '046" Al 564'e"nolej 1 4 ? ZI 5 6 R-k" Plumber's Address (Street, City, State, Zip Code) S a-✓ �� VIII. County/Department Use Onl Approved Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No Stamps) Surcharge) _ ❑ Owner Given Initial Adverse -3 7,9 2 D 2 Determination EK. Conditions of Approval/Reasons for Dis#pp oval tG. tL 'C- Attach complete plans (to the Comity only) for the system on paper not less than 81/2 x 11 inches in size p ��O I t.Ml't ►J = �'^lE'C' SBD -6398 (R. 05101) PLOT PLAN Page 3 of i Scale 1 " =50' / iJ�PC\Z 3T W T X %k 11 = o v�, 0 % �// DO NOT �MPPcCT �l q°! Zo o� A 3St. Z�p�C F'J L� o�'TU 1 4 Or- en, 1Ob .SB , k 1 � h 7 CD 3l y �� "D1 R PVC Pr PE . -wt ��fkl — ' o ►J - - — w�i.� - � - C�1ZlU�� D��L NOTES: 1. Elevations shown are existing ground elevations unle rehj noted. Z 2. Install 4" observation pipes with approved caps. ( 9 uired 3. Septic tank to be 12 80/800 gallon capacity manufactured by 1.J lzz S -1800 Z►�B LL �1 L TtT1 2 . 4. Bench mark ' 5. Divert surface water around system to prevent ponding at the uphill side. r Safety and Buildings t _ 4003 N KINNEY COULEE RD K LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 �sconsin www.commerce.state.vA. www.wisconsin.gov Department of Commerce `': .. Scott McCallum, Governor Phi Edw. Albert, Acting Secretary ,arid; January 02, 2002, t, = CUST ID No.267341 A7TN: PO Inspector ARTHUR L WEGERER ZONING OFFICE WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL - - - -- - -- — PLAN APPROVAL EXPIRES: 01/02/2004 Identifi at' — ers Transaction ID N . 699A SITE: Site ID No. 63996 Lindstrom, Brent - STH 65 Please refer to both identification numbers, St. Croix County, Town of Warren above, in all correspondence with the agenc SW1 /4, SW1 /4, S33, T29N, R18W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 825265 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: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01 /01). A Sanitary Pe mit :r:ust be obtained front the county xyhere thi prc�,Pcr : Inroed in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Slats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stars. • 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construct ion/instal lation/operation. Owner Responsibilities: • A copy of this letter including instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. b ARTHUR L WEGERER Page 2 1/2/02 • The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, /G� ` Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)789-7892, Mon - Fri, 7:15 AM - 4:00 PM WiSMART code: 7633 jswim@commerce.state.wi.us TITLE SHEET Page X of `Z MOUND SYSTEM FOR 'A y BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD- 10691 -P and the Pressure Distribution Manual SBD- 10706 -P (N.01 101) (N.01 101) LOCATED IN THE ZV3 1/4 OF THE SW 1/4 OF SECTION 33 , T . 11 N, R 18 W, TOWN OF VAJ S�'. C(?Aj 11C COUNTY, WISCONSIN. __.-- -....- INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW -CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION PAGE 7 of 7 PUMP PERFORMANCE CURVE PREPARED FOR GEIVED _ pEC 2 6 2001 p� LDGS DIVA PRE SAFEY a PARED BY WECCES."ER SO I L . TEST I NG AND. DES Z csm SERV S CE P.O. Box 74 421 N.Hain St. tl ���a voefr River Falls, WI 54022 Phone 715- 425 - 0165 Fax 7 _L5 ,z425 -6864' P.o NN ARM" . na tty W_:zFa C oll ditia VIP WS. Of BUILD COMM DgPA'0A Eyj TY A BUIL » ; NlswaN too co Cp RRESP SEE JOB NO. D 1 .3Z_0 Mound System Management Plan Page Z of Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. Theo erating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filter h II be cleaned as necessary to insure proper operati q . The filter cartridge should not be removed unless provisions are made to retain .so 1i sin the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarm may septic tank shall have its contents removed when the volume of sludge ind and s sur m in the tank e im liquid /3 the q v me of the tank, If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [ 89 1 Q 67 2 4 1. R4 , c916 and local or state rules pertaining to system maintenance and maintenance reporting. - 's ia p % 6 k _ P No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. . Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning-Office at ��5.- 3$6 - 46817 S '• The system installer at CNUl'-tayc The tank manufacturer at S'oO Meit The effluent filter manufacturer at QUO— ZZlz S ZI�L3LTZ.. The pump manufacturer at L'•3O e 1z - Lt j PLOT PLAN -Page 3 of 7 r/ Scale 1 ' teal - 'U, LAT L 11V z B►ht 1 b q0' a O 0 DO IJOT �MP'Pce -T � � � c[o� a\-e_ tC M'IUR.L k (yo c �ovc� fit. yob. s' �z, loa •S e yU s7� 7 M a, - - - - -- - o Q 3 ? y -D� A" QV C .._ l?t P_ _E = ------ W X1.1. 13�`' > S 0 _ . F�► U Y'1.1 w Ulm .. P��/D - > _Z S C--MOM Tit 4f 60 NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( Z required). 3. Septic tank to be � /800 gallon capacity manufactured by W I s 2 �u1y C X _ C - W / P — 1800 Z NS L2, P1 LTIf2 . — 4. Bench marks = Set Ffzoye 5. Divert surface water around system to prevent ponding at the uphill side. Page 4 7 Approved Synthetic Covering ASTH C33 Distribution Pipe Medium Sand Topsoil -" _ H = "' to == F E? e . 10 s, S i2s 3 b Slope Distribution Cell of Force Main Plowed 2" to 2- " Aggregate From Pump Layer D 2,C, Ft. E I Ft. CROSS SECTION OF A MOUND SYSTEM F 0 -a Ft. G O Ft. A Ft. N 1.0 Ft. Linear Loading Rate= g•q /LN FT 8 6 Ft. Design Loading Rate= b36GPD /SQ FT j 1 b Ft, J Ft. K 1 3 Ft. *i*ftna-te Position L q 3 Ft. of Farce Main W Iq Ft. 'Observation Pipe A g- ---- � - - -- --- - - - - -- -------- - - - - -o - - - -- W .- -�_ - - -- - - - - - -- --- - - - - -- - - - -- _ _ �--- Distribution , „ Pipe Cell of z to 2 2 aggregate Observation Pipe . (Anchbr secar - PLAN VIEW OF A MOUND SYSTEM Distribution Pipe Layout Page S of - 7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and 'holes. Extend the end of each lateral up with the use of long turn or 45' fitting to a point within six inches of the fiml grade. Terminate the ends of the laterals with a valve,:threaded cap or . threaded plug. Provide access from final grade for the valve, threaded cap or threaded plug. - Lcc`ss soy:_ 7.1 F'_ 1 L L,\ S PV C FNI PVC Lateral Manifold Lateral X x x x xf2 V2 x x x x = Lateral Length - Lateral Length — p Distribution Line --0 h f's1,11 FO � S I 0-- t�uC 1 =oR.Ct ri�rtN P 3 � Ft. Hole Diameter 1 /6 Inch S 3 Ft. Lateral a 1 Inches) X 3 6 Inches Manifold ° Z Inches Force Main " Inches # of holes /pipe l 1 Invert Elevation of. Laterals 109.0 Ft. Combination Sept c: Tank acid PUMP CHAMBER CROSS SECTION AUD SPECIFICATIOUS' PAGE 6 OF - VEU7 CAP WEATHER PROOF JWJCTIOU 8OX . ti C.I. VEMT PIPE i APPROVED LOCKING 10' FROM DOOR. MANHOLE COYER ; -hMDOW OR FRESH »P+R tJ1s1G LP�6EL . wSPQct1QQ EZIPE H A�ruTAKE coracurr w!• wnr.tN aetp c F! IU IS� Q. 10 IM i•` PROVIDE I - • �. ` AIRTIGH7 SEAL r I I I S a��c I I I Approved zpaEL tru� A' I III Approved joint w/ \.boo I ALARM joint w/ I II PVC pip - II PVC pipe I i o w C I 1 CLE �O 1.$3 FL I `. OFF D COWCRETE 5LOCK 5 _ RISER EXIT PERMIT(ED OWLy IF TAWK MAWFACTURER HAS SUCH APPROVAL 3 "A ?PQo,FG �BFDO t N4 SEPTIC E SPEC IFICATIOMS DOSE TAW. MALI U FACT URCR: ZTt C`ty�Y`17 �` 1JUMBER OF DOSES: S ^� PER DAB TAWK SIZE: 1Z°)0 /,600 GALLO►JS D05C VOLUME r ALARM MAUUFACTURCR: g t STZ�It S INCLUDING BACKfLOW 1 Z 3 -� G ALLO NS MODEL WUMSER: 1 0� �W CAPACITIES: A= L o UJCHES oR Y 12 �GALLOIJ5 SWITCH TYPE : L'1Z�VbZ L fi B= 7 INCHES'OR L lt' Z G�lLL0A15 PUMP MAMUFACTURCR: C'OU t-0 S Cu _ IrJCtiES OR \ Z 3 ^b GALLOLIS MODEL MUMBEM — E�:7e CJN D= LO IAICHES OR 706'!) GALLOIJS SWITCH TVPE:, MOT E: PUMP AUO ALARM 't ARC TOO B$ MIUIMUM DISCHARGE GPM INSTALLED C)U 5EPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEU PUMP OFF A DISTRIBUTION PIPE.. -2 ` FEET + lit UM M TWORK SUPPLY PRESSURE . 6•Sl7 FEET (S -O x1.3) - FEET OF FORCE MAIM X 1. Z F �- 3 Z T 10 FCFRICTIOU FACTOR.. FEET TOTAL Oy1JAMIC. HEAD = 1 � "U -1 - As per manufacturer 20.60 gal /in. Liquid depth 3g� Goulds Submersible --� _ Effluent Pump 38 EPO4 EP05 I APPLICATIONS 0 Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses- • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Available for automatic and •Farms Motor: and float switch attachment • EPO4 Sin manual operation. Automatic • Heavy duty sump Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty Dewaterin RPM, built in overload with rated oil and water resistant. g automatic reset. preset at the factory. • EP05 Single phase: 0.5 HP, ■ Bearings: Upper and lower SPECIFICATIONS 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo- construction. • Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING 3 /4" maximum: • Power cord: 10 foot with pump out vanes for • Capacities. up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. - .ntal heads: up to 24 feet. with three prong grounding SP Canadian standards Association i' ■ EP05 Impeller: Thermo- Discharge size: 1 NPT. plug. Optional 20 foot CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F" or "AC ".) rotary/ceramic- stationary, three prong grounding plug Improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. Fasteners: 300 series METERS FEET stainless steel. 10 ( I Capable of running dry without damage to 9 30 components, I i _ 77—, `_ Pump: EP05 a I I j I �25Fr 1 • Solids handling capability: c 25 3 /4 " maximum. Q • Capacities: up to 60 GPM. X 6 20 I i • Total heads: up to 31 feet. 2 i i • Discharge size: 1 Mechanical z 5 i • Mechanical seal: carbon -. c 15 I rotary/ceramic- stationary, a 4 BUNA -N elastomers_ o I ,EP OS • Temperature: 3 10 104 °F (40 °C) continuous Z7 -o 140 °F (60 °C) intermittent. 2 s 0 0 0 10 Y 20 30 40 50 GPM 0 2 4 6 8 10 12 m /h CAPACITY Safety and Buildings 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www•commerce.s i www.wisconsin.gov n.gov Department of Commerce :x $cbMc m, Governor - 4'hilip Edw. Alb ,./ltn Secretary ti January 02, 2002 CUST ID No.267341 ATTN: POWTS Inspector` ` � � A, ARTHUR L WEGERER ZONING OFFIC$ � � WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/02/2004 Identification Numbers Transaction ID No. 699381 SITE: Site ID No. 639967 Lindstrom, Brent - STH 65 Please refer to both identification numbers, St. Croix County, Town of Warren above, in all correspondence with the agency. SW1A, SW1A, S33, T29N, R18W FOR: Description: Four Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 825265 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: General Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 101) and the 'Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD - 10706 -P (N.01/01). • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. Owner Responsibilities: • A copy of this letter including instructions and information regarding proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. ARTHUR L WEGERER Page 2 1/2/02 • The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)789-7892, Mon - Fri, 7:15 AM - 4:00 PM WiSMART code: 7633 jswim@commerce.state.wi.us Wisco'.�in nepartment of Commerce • SOIL EVALUATION REPORT Page of 3 ,DiviLion of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County r Attach complete site plan on paper not less than 8 112 x 11 inches in size. 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. Q Z — t 0q q b O - 1 C Please print all information. R iewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). • '2� Property Owner Property Location Govt. Lot • S ( ,j 1/4 S&J 1/4 S 3 T N R E (or)(9 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# V • Is • City Sta e Zip Code Phone Number ❑ City ❑ Village [Town Nearest Road I, O ( ) Wu r r< e., Ax G S (54) New Construction Use: [P Residential/ Number of bedrooms 3 — 5! Code derived design flow rate Vs—all" o d GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material r Flood Plain elevaf applicable General comments M �{ v ��} g • (p O ��` and recommendations: SyS O / Sd %, " R EG 'vE oev. goal ST CpOIX F I ~ . Boring # Boring ?Y r' ® Pit Ground surface elev. G5 C� ft. Depth to lim Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure oh i s�ence ; BoGrKi Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ` ' i *Eff#1 *Eff#2 6 -8 iU r 3 si/ Z r,nfir e s v-C • 5 .8 Z 7 loyr i mPr — .5 -$ 3 /Z - lee to r s14 e z - 1•5 2 k rn - a 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 /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2 l D- l0 y,,-3J3 S•l Z cb m�r c S 1 •� • S� • 8 Z L _// S if r»-Fr 55 — -- • 8 3 7 5 �lq �l 2 k m�( y * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L CST Name (Please Print) S"gnature CST Number Address Date Evaluation Conducted Telephone Number C 7 S.� - YGQ � r Property Owner /—, - Acl Sl rVWN Parcel ID # Page Z, of Fs Boring # ❑ Boring , ® Pit Ground surface elev. 105:60 ft. Depth to limiting factor / 3 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 c Z -13 — i1 mabk c5 'S 3 13-110 C2P - 7•5 LI Zmsbk �pr ❑ 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 /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 7 Boring # ❑Boring Ground surface elev. ft. Depth to limiting factor in. ❑ Pit g 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 * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 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 608- 264 -8777. SBD -8330 (R.07 /00) l r PAGE OF NAME L . ' ncf S 4 iv w-, LOT# LEGAL DESCRIPTION Y 4 -ct J Y ,S 3 3 T Z j ,N, R, 1 9' E ,kALE:I "= /-/O ,-BM I ELEVATION 400 y BM I DESCRIPTION '` 4,6. r-- A BM 2 ELEVATION $. d BM 2 DESCRIPTION R" ✓ 1zu a ►ound �'e �'' 3 SYSTEM ELEVATION /oT, 6 O ALTERNATE ELEVATION CONTOUR ELEVATION 1 • 5 Cb r N E P.L Or;.Pa4c C)f VAL V C a 0 SIGNATURE DATE ST CROIX COUN'T'Y SEPTIC TANK MAINTENANCE AGREEMENT . • -AND E OWNERSHIP CERTIFICATION FORM owner /Buyer �►�t -..cJ .`.0 4� S �v r✓r Mailing Address /l Z�: o ' roperty Address (Verification required from Planning Department for new construction) :ity /State Parcel Identification Number; LEGAL DESCRIPTION Property Location SGJ - ,<6 '/4, Sec. &'9 •• T . 9 N -RAW, Town of "x3rt ,rJ Subdivision . Lot # 3 Certified Survey Map # (0 464�- 05 , Volume 15 . . Page # � - Warranty Deed # 96� 7 , Volume 1'0 , , Page # Spec house ❑ yes 9 no Lot lines identifiable JkL yes D no SYSTEM MAINTENANCE Improper use and maintenanceof 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. The properly owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a wasterplumber, journeynimplumber, restrictedplumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition andlor (Z) 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 requirements 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 Zoning Office within 30 chtys of the three year expiration date. SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above,, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE OF APPLICANT DATE *! * * ** Any information that is mis represented may result in the sanitary permit being revoked by the Zoning Department. ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed VK t%&,' o05 STATE BAR OF WISCONSIMFORM I,= 1999 667452 N Document Number WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO,, WI This Deed, made between Dan L. Nelson and Jacque L. Nelson, RECEIVED FOR RECORD husband and wife as .joint tenants Grantor, and Brent K. Lindstrom and 01 -07 -2002 9:30 AM Jennifer J. Ledin, both single persons as tenants in common Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee WARRANTY DEED the following described real estate in St. Croix County, State of Wisconsin EXEMPT N (the "Property") (if more space is needed, please attach addendum): CERT COPY FEE: COPY FEE: See Attached legal description TRANSFER FEE: 300.00 RECORDING FEE: 13.00 PAGES: 2 Recording Area Name and Return Address'$ ALL TITLE SERVICES, INC. 1037 N. HASTINGS WAY P.O. BOX 1984 EAU CLAIRE, WI 54702 -1984 Ivc (4o F ; Together with all appurtenant rights, title and interests. 042 - 1094 -60 -008 Parcel Identification Number (PIN) This is not homestead property (is) (is not) Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except None Dated day of January 2002 * Dan L. Nelson * Ja que L. elson AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF Wisconsin ) ) ss. Eau Claire Countv 1 authenticated this day of Personallv came before me this Z day of January 2002 th�,gj� named * Dan L Nelson and Jacque L. Nelson.� OF TITLE: MEMBER STATE BAR OF WISCONSIN '. (If not, to me known to be the verson(s) w exccut�r�goiii� authorized by 4706.06, Wis. Slats.) instrument and acknowledged the lame: I/I/F�ER THIS INSTRUMENT WAS DRAFTED BY �J_ % 0 �'�'% �'• � �•' OaA L. - o av * Kevin D. Weier - "*#:W��;'�;;' ,o c>� e, L, L.rz Sy Notary Public, State of Wisconsin My Commission is vertnanent. (If not, state ex6ration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) F:L'ZfLuli->Q. Z G .) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co.. Fond do Lac, W I STATE BAR OF WISCONSIN 800 -655 -2021 WARRANTY DEED FORM No. 1 - 1999 I VOL 1808 PAGt 486 EXHIBIT "A" That certain parcel of land located in the SE 1/4 of the SE 1/4 of Section 33, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin, more fully described as follows: Commencing at the SE corner of said Section 33, thence S 89 degrees 56'36" W (assumed bearing on the South line of the SE 1/4 of said Section 33) (recorded as N 90 degrees 00' 00" W) a distance of 61.78', to the point of beginning of the parcel to be herein described; thence continue S 89 degrees 56'39" W (recorded as N 90 degrees 00'00" W) a distance of 639.61' on said line thence N 00 degrees 07' 07" E 954.43 ', thence S 89 degrees 45'20" E (recorded as N 89 degrees 49' 35" E) 297.00' on the South line of Lot 1 of that certified survey map recorded in Vol. 4, page 921 of St. Croix County Certified Survey Map; thence N 89 degrees 46' 18" E 342.61' on the South line of Lot 2 of that certified survey map recorded in Vol. 13, page 3571 of St. Croix County Certified Survey Maps; thence S 00 degrees 07'07" W 953.91' on the West line of said Lot 2, to the point of beginning, containing 14.001 acres or 609,871 square feet, being subject to easements of record. Now known as Lot 3 of Certified Survey Map recorded in Volume 15, page 4225 as document #666058. Tax Parcel #: 042 1094 60 000 606058 • V C3 N.._ 15 PH 1r% 43 F= - 4225 KATHCEER° H. WALSH _ REGISTER OF DEEDS ST. CROIX CO. WT RECEIVED FOR RURD 12 -21 -2001 11:30 AN COPY FEE: 3.00 RECORDING FEE: 13.00 Certified Survey Map Dan and Jacque Nelson Part of the Southeast 114 of the Southeast 114 of Section 33, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin. Legend: O Indicates 1 "x 24" iron pipe weighing 1.13 lbs.Ain. ft. set. AP • Indicates 1" iron pipe found. +-* Indicates fence. R(10.09 Indicates previously recorded data. GLC 21 2O0 Owner's Address: 1188 C. T.H. "N" it Roberts, W1 54023 This instrument drafted by Laurence W. Murphy "Revised this 18th day of October, 2001." X11 GONS / Dated: July 25, 2001 D.O.T. Approval ND. - 55-65 -3321 -2001 h y I i �' W. LO /, C N. VO 4, I of RI PA 92 / OT S 89 45 0 "E 297.00 I al WI OWNED BY Rf N89 °49'35 "E 1 N 89 46'18 "E 342.61 ' SOIL BORINGS b ►� O _ O 2M N � LU L W to ZO 004 � =Q a� LOT 3 Q2 M W O 14.001 ACRES, 609, 871 SOUARE FEET O y 2 a 13.090 ACRES, 570, 190 SOUARE FEET i 44 Q EXCLUDING PRIVATE DRIVEWAY W R Jl �� _ EASEMENT I m Q41 04W v as 4I o o v l it ku W c� 01 4. Z o 3 of J N89 °56'38 "£27.27' Q O v 4 O o 1Og " E /99. cp N84 N89 °56'39 "£ 413.53' /9.30.99'v v , ; I DrN io 639.61' -'D _ — y 8 b 226.2 413 20,� 34 , S L /NE SE 114 '� S 89 0 56'39 "W 2632.38'RfN90 0 00'00 "Wl S 114 CORNER SECTION 33, T29N, R18W, SE CORNER SECT 33, 7 N, R18 W, f 1 112 "IRON PIPE FOUND) UNPL AJE 4,"J " f8ERNTSEN ALUM /NUM MONUMENT SCALE l "= 200' OWNE BY PLATTER FOUND) 0 50'100' 200' 300' 400' 500' 600' SHEEP / OF2 Vo!.15 Page 4225 7/2/02 - Completed an on -site with Leroy Jansky, Adam Schumaker, & Kevin Grabau. It was determined the a system may be installed consistent with the existing mound plans. Mr. Jansky will send out a letter re- affirming that position. However, the system may need to be slid slightly down slope to avoid the area already disturbed and Adam Schumaker will need to make a few small amendments to his soil test. i Page 1 of 1 Jon Sonnentag From: Jon Sonnentag Sent: Thursday, June 27, 2002 9:43 To: Leroy Jansky (E -mail) Subject: Soil on -site Morning Leroy Well, we've got another site in question that was evaluated by Adam Schumaker. The property owner was looking to obtain an occupancy permit from the building inspector, but the septic system wasn't installed yet due to the weather. Therefore the building inspector was looking from some insight from us whether or not he should go ahead with the occupancy permit. I looked at the soil test and felt there should be some concerns. Rod and I went out there Tk__4a&terday evaluate the site. The septic location seemed to be a little fishy; it doesn't appear that all of the paperwork jives real well. In the proposed area we determined that redox features were present in some cases right below the A horizon. The site probably averages A +2 and has a lot of water seepage 4 -6 below the first evidence of redox features. Do you have anytime to come over for an on -site? The site is located just south of the Interstate on Hwy 65. I'll fax you a copy of the soil test and get a hold of Adam and the plumber(Bill Schumaker). Thanks. Jon Sonnentag Zoning Technician St. Croix County Zoning Office 1101 Carmichael Rd. Hudson, WI 54016 (715) 386 -4680 Fax (715) 386 -4686 ions(a co.saint- croix.wi.us Zoning Department Web Page 06/27/2002 Croix Zoning - • ftx To: Brent Lindstrom From: Jon Sonnentag Fax: 715 - 749 -3505 Pages: 0 Phone: Date: 06/24/2002 Re: Occupancy Permit CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Brent I have reviewed the sanitary permit and determined that an on -site is warranted in this situation before the County Zoning Department would support the issuance of an occupancy permit from the Town of Warren. I will attempt to visit the site tomorrow to insure that the proposed septic location will be suitable once the weather cooperates. If the site is deemed suitable, I will fax whatever forms will be needed. I will also be contacting Brian Wert to coordinate whatever efforts are needed to assist in providing any information that is needed prior to the issuance of the occupancy permit. If you have any questions please contact me at 715- 386 -4680. Jon Sonnentag I SAFETY AND BUILDINGS DIVISION Field Operations Bureau 13 East Spruce Street INSPECTION REPORT Chippewa Falls saws � www.commerce.s tate.wi.us �sconsin Scott McCallum, Governor Department of Commerce Philip Edw. Albert Secretary Date of Inspection: July 2, 2002 Plumber Name and Address: Project Name: Lindstrom William Schumaker, MP 227990 Use: New Residential 1070 Scott Rd Legal Description: SE, SE, 33, 29, 18W Hudson WI 54016 Parcel Number: 042 - 1094 -60 -100 Subdivision: Lot 3 CSM # 666058 Certified Soil Tester Name and Address: Municipality: Town of Warren Adam Schumaker, CST 253309 County: St. Croix 2113 80 St. Somerset WI 5d 025 RECEIVED Plan Transaction Number: Sanitary Permit Number: Owner Name and Addri ss, AUG 19 2002 Brian Lindstrom Wastewater Flow: 600 gpd 1188 CTH N ST. CROIX COUNTY Persons Present: A. Schumaker, J. Roberts WI 540 3 ZONING OFFICE Sonnetag, K. Grabau. Onsite soils verification at the request of the county. County inspectors felt that there may not be adequate unsaturated soil depth below the A horizon to permit a standard mound system. Three hand dug soil borings were constructed within the proposed mound area. There was some horizon boundary variability noted that accounts for the county's concern over the exact depth to saturated soil conditions. However, it is my opinion that conditions meet the component manual A +4 criteria for mound system installation. Care should be taken when locating the mound so that no compacted soil is below the aggregate area and so that surface water from nearby buildings is diverted around the mound. Vegetation needs to be mowed and raked off the site prior to plowing. . 60-� L by G. nsky, Was ater Spe list Ljansky ommerce.s ate.wi.us E6iail 715/726 -2549 Fax 715/726 -2544 Voice cc: [K County ❑ Plumber © CST ❑ Owner ❑ Other o CO) O F. y o d (D ? 3 m A c cf) K -0 x U z o C.) r- w A 0• Zo � 3 < C M I CL N N Hy k N O) y co C) El _ p O CT = c N c = O A Q A N N CL G1 7 N tp 0 N 'S 1 0 0 n 7 N CD W' * W O O N 0 c @ c (7 i i J D o 7 N O O l� O C w II Q N CO A N a d A 9 W O O 3 a O O 3 N O D I o m Z C\ m !�i O) N N N CD N N c y CL fn 0 Ln < v' Z _ �f 3 fn y N p o D N 3 t v . W _ rn 3 0 A ° D D o Pj ry n w 0 a CD O) 7 N (� N C E N N N N ? 1 N m p 2 CD N C. 0 c A C i W CL z ° o` cn ao Z A CD A O N a Q c CD CL Q CL En w o � T f 0i v � N z O. O 0) Ft N N ,a N N Al ' 7 00 � O_O(D y C) a o CO e o a CD 3> ° :3 fi CD a a A � m� N x D o rn m y5 A o m a ��' o C) O C e v Parcel #: 042 - 1094 -60 -150 06/18 /2009 09:28 AM PAGE 1 OF 1 Alt. Parcel M 33.29.18.523A -30 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 04/01/2005 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - LINDSTROM, BRENT K BRENT K LINDSTROM C - LEDIN JENNIFER J LEDIN JENNIFER J 1194 60TH AVE ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): ` = Primary Type Dist # Description 1194 60TH AVE SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 20.203 Plat: 4962 -CSM 19 -4962 042 -05 SEC 33 T29N R18W PT SE SE & PT SW SW FKA Block/Condo Bldg: LOT 05 CSM 15/4225 LOT 3 14.001AC & EXC CSM 18 -4704 NKA CSM 19 -4962 LOT 5 (20.203AC) Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 33- 29N -18W SE SE 34- 29N -18W SW SW Notes: Parcel History: Date Doc # Vol /Page Type 04/01/2005 791037 2775/313 WD 02/17/2004 754450 18/4704 CSM 01/07/2002 667452 1808/485 WD 07/23/1997 719/527 2009 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/31/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.710 49,000 216,600 265,600 NO AGRICULTURAL G4 15.493 2,200 0 2,200 NO Totals for 2009: General Property 20.203 51,200 216,600 267,800 Woodland 0.000 0 0 Totals for 2008: General Property 20.203 51,200 216,600 267,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00