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HomeMy WebLinkAbout002-1007-95-100 4 in D6partment of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix ,nd Building Division INSPECTION REPORT sanitary Permit No: 514859 0 NERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: tonal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. rmit Holder's Name: City Village X Township Parcel Tax No: _etter, Jon Baldwin, Town of 002- 1007 -95 -100 'ST BM Elev: Insp. BM Elev: BM Desc tion: Sectionfrown /Range /Map No: / 1Sb � �'1� � G�'�' 04.29.16.62A TANK INFORMATION A ELEVATION DATA TYPE MANUFACTURER /4 CAPACITY STATION BS HI FS ELEV. Septic _,. Benchmark L✓. F'I w /Z50 2. o ibz- /dnb Dosing D g' 75'd Alt. BM �.Z 17 yg 7 /hsca#icc� t _ n Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO �P4L WELL BLDG. Vent to Air Intake ROAD Dt Inlet R kr i Septic 7 /Z � / 5� Dt Bottom ►? • ./ is Dosing ` , X), / 1 Z O i S / �� Header /Man. T Ada Aeration Dist. Pipe Holding Bot. System / ( Q • J Z. I Final Grade 3 4 /D `. (P I A PUMP /SIPHON INFORMATION � / r l0 Manufacturer De Stover -}.5Z 1 7 . J Model Number 31,32- 10 TDH Lit Friction Los �� System He TDH t Forcemain Lengt& Dia. 11 Dist. to Well / Z 7 / Zp SOIL ABSORPTION SYSTEM BED /TRENCH Width / Length No. Of Tr ches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of tem: �7 / ' /�y - UNIT Model Number: ` D u 7 3 Zy I '� DISTRIBUTION SYSTEM Header/Manifold/ .1/ Distribution J / x Hole Size N x Hole Spacing Ve Air Intake Pipe(s) ¢ Length 3 Dia ,' Length Cl' `� Dia 1 • � 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 1 L/ Bed /Trench Edges Topsoil X< & (+ 7 ci ' No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: /� � I �} nspection #2: ! 7 Location: 1137 235th Skeet _ B al dwin, WI 54002 (NW 1/4 SE 1/4 4 T29N R16W) NA Lot e"�^- Parcel No: 04.29.16.62A 1.) Alt BM Description =" �T ` P j&i 2.) Bldg sewer length = �� �,� �� ,, �" L -•Ot�� a� - amount of cover �-J —7 �+�� Plan revision Required? ,; Yes No Use other side for additional Information. J 1 �!✓ Date Ins or's Sig ure Cert. No. SBD -6710 (R.3/97) comet ommwi.gov Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 r .fo /X tooepwhn -A 5 Iq �F:5 C? asconsin Madison, WI 53707-7162 Sanitary Permit Number (to be filled in by Co.) Sanitary Permit Appli d o State Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this fin appro ental unit is required prior to obtaining a sanitary permit. Note: Application forams for wced are Project Address (if different than mailing address) submitted to the Department of Commence. Personal information you orovide ma be for secondary purposes in accordance with the Privacy Law, s. 15.04(l m , Stats. // I. Application Information - Please Priat All rmation Properly Owner's Name Parcel # T6.✓ z- .c APR 2 5 2008 boz - /ooh - c� 5 - loo Property Owner's Mailing Address Property Location \ 8 7 1.SY Sr. ST. CROIX COUNTY Govt Lot (• / City, State Zip ode /f P �/ _ Y., -< 6 - ' /., section y , o'Q �2 f's �✓-� S o.? 3 Sl S 9/- /o L (circle H. Type of Building (check all that apply) Lot # T _ ? 9 N; R X I or 2 Family Dwelling - Number of Bedrooms Subdivision Name S'�O^ ^ Block # ❑ Public/Commercial- Describe Use tn,oa�,t. ❑ State Owned - Describe Use CSM Number ❑ vitlag 'nf / r /0 ®'Town of •CJ / „/ 0 ✓/� III. Type of Permit: (Check only o box on line A. Complete Not B if applicable) A' New System ❑ Replacement S Y P Yam ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued ' Before Expiration O TV. Type of POWTS System/Component/Device: Check all that a ❑ Non - Pressurized In -Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 a . of suitable soil {`Mound 124 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) ign Soil Application f) Dispersal Area Requ" sf) Dispersal Area Proposed (sf) System Elevation /Q Gd0 13 99. 9 VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units g v New Tanks Ddsting Tanks A U •• l� a U rr� m i,. C7 0. Septic or ite�ag -�mk .LSD -- /.150 G✓ /E'S �t � ,e t � r- Ding Chamber VII. Responsibility Statement - I, the undersigned, assume respeasibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's MP/IMM S Number Business Phone Number Zo v Plumber's Address (Street, City, State, Zip Code) N Ga9� fir, 4 l,/-I �fV7A VIII. Coun /De partment Use On Approved ❑ Permit�Feee Date I p} �r Issuin t g Signature ❑ iven Reason Denial $ W • co IX. ConditBMi9bE111(PAdNENteasons for Disapproval 3 / �� 5 1. Septic tank, effluent filter and a ,ti , ovr 5 t r Q�Poo a✓� dispersal cell must all be services / maintained as per management plan provided by plumber. 2. All setback requirements must be maintained u per applicable code `"!' /. Attach to complete plans for the system and submit to the County only on Paper not less than 8 in z 11 inches in size SBD -6398 (R. 01/07) Valid thru 01/09 r V W O 8 vO o u nk o D c e \ dQ V a M M C ® W 0 h a r C R � V � Q Q k y v O � � � a W --�• T w Ilk ` b � g® LJ c.n a x 0 43K� 13 4ZI NQ , '4- y ^� CN V ,y Q, C b A ti 0 r i Q 3 Q N y Safety and Buildings commerce.wi. OV 3824 N CREEKSIDE LA g HOLMEN WI 54636 TDD #: (608) 264 -8777 i sco n s i n www.commerce.wi.gov /sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary April 14, 2008 CUST ID No. 3412 ATTN: POWTS Inspector HERB J PELKE ZONING OFFICE PELKE PLUMBING ST CROIX COUNTY SPIA N6298 STATE HWY 25 1101 CARMICHAEL RD DURAND WI 54736 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/14/2010 Identification Numbers Transaction ID No. 1526002 SITE: Site ID No. 736181 Jon Letter Please refer to both identification numbers,' 235 Street above, in all correspondence: with the agency. Town of Baldwin St Croix County NW1 /4, SE1 /4, S4, T29N, R16W FOR: Description: Mound / Four Bedroom / Sloping Site Object Type: POWTS Component Manual Regulated Object ID No.: 1178047 Maintenance required; 600 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual- Version 2.0, SBD- 10706 -P (N.01 101); Biofilter 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 withall code requirements. L'pndid No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, �PPR' stats. The following conditions shall be met during construction or installation and prior to occupancy or use: RTMi:NT0 OF Reminders SEE CORREI • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manuals listed above. • Comm 81.01(30), Wis. Adm. Code, defines a bench mark as: "A permanently established point, the elevation of which is known, which serves as a vertical reference point, and which may also serve as a horizontal reference point." The bench mark as located is in an area that will be dsturbed during the construction of the component. A new bench mark is needed that is located outside of the disturbance area and still accessible for the construction of the system • Comm 83.43(8)(a)3. Wis. Adm. Code. The manifold diameter is reduced to 1.5 inches so as to provide for a pressurized flow of 2 feet per second • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component arat. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • HERB J PELKE Page 2 4/14/2008 • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • 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 POWTS installation is required. Arrangements for inspection shall bemade with the designated county official in accordance with the provisions ofSec. 145.20(2)(d), Wis. Stat • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be oil-site during construction and open to inspection by authorized representatives of the Department which may include local inspectors Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /instal lation /operation. 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 listedbelow, 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 J '12 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday charles.bratz @wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. Private On -Site Wastewater Treatment System (POWTS) Index and Title Sheet Owner: Project Name and System Type: �% a.� rr - - fs Location: d3S ra S'r. Street Address _ ,6✓4✓ sE Y a 9,✓ 14 4✓ Legal Description _ �w� r� A LG+✓ /�/ .fir, �rra� x �. Township /County Contents: Page 1: I-VArx �Ir« Page 2: G'z o r A,6 10^1 Page 3: `floss - .55_e r...✓ V vo e F /y,,,✓o Page 4: 19" L,v Zoo p,, r Page 5: <ewr., �x ���., -P `•�',v y o�.� C/1011 • �E r�o .� Page 6: l 'uyo �t it FOa�,y < <u� v� �'tr111y Page 7: rs O .✓.✓r� .`s �.i�ara �.8.✓.v c�,YE.✓r o�i,✓ NED F COMMERCE Page 8: ' •PONDENC .Page 9: " Attachments: / rea Plumber /Irer: /S�e,e Signed: Credential Number: 1W -^ 2-Y12 Date: rid- 8 -08 aS,Fv SaQ ' /oG 91- / /if Z, / /P ✓u,vG / (�Ei1Jio ✓ .l D �1s�a seo d 70` -," '`� D l_ - � AlJS vat i.I Y�ti.4ciYii.✓ o.y�o.✓r...r / /iI.�NAt I�E�e tii,✓ .7.0 t •t .d'. .i' ra, �t R •�R R R R R - l ` rA A td M N a t a t kite >+ c - � tut• � Pd td txl c d S H w t O `. x C ?Or y NY Z n .3 r t n '•t �. � � � •� fix. I. s o z o _. ' 4,y l y am` n H R: CTf MMITI d rt rt rt R x _ M ' •i I 1 I� � x ti 0 q � k H te rr , '� � Y � n 9 a a .. o q • . a ' Page S Of 9 SEPTIC TANK &'PUMP CHAMBER CROSS SECTION'AND SPECIFICATIONS .s 4" CI VENT PIPE 12" MIN. ABOVE GRADE 9 WEATHERPROOF ?' /0" FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVERS W/ PADLOCK E WARNING LABEL G iCA•0� _ 'y � od l.d� ' ; ___ _.4" MIN. ` INLET a. WATER TIGHT SEALS Z�a�t GAS- i 4 '11. �E2 A TIGHT i !� \/APPROVED ,0 - /0o A SEAL JOINTS WITH APPROVED = -- ; ALM APPROVED PIPE PIPE 3` —B ON 31 ONTO - Ot {TO SOLID C SOLID SOIL SOIL' PUMP OFF ELEV . LJ..S FT. -- OFF RISER EXIT D PERMITTED ONLY IF TANK MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE .PAD SPECIFICATIONS SEPTIC./ DOSE' TANK MANUFACTURER: 6 n NUMBER DOSES PER DAY: .5 (/ ,0 . 71e /47. TANK SIZES: SEPTIC /•?sue GAL. DOSE VOLUME INCLUDING DOSE 7sa GAL.. FLOWBACK: /,fig, 8 .GAL. ALARM MANUFACTURER: S.T. E: wo y a CAPACITIES: A a $4 INCHES = yam' GAL. MODEL NUMBER: wit SWITCH TYPE /'7E�cCUaY / . $ = 2 INCHES .= 3 .Z. GAL. PUMP MANUFACTURER: C = 8 INCHES AL. MODEL NUMBER: S „!elx so. . SWITCH TYPE: 777te-aY D- q INCHES = /,78.8 G AL. REQUIRED DISCHARGE RATE 3 y .3,2 GPM PUMP 6 ALARM WIRING AS PER ILHR 16:23 WAC fV ERTICAL'DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . / 7 a FEET .+ MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . . . . . . .?.3 FEET + as FEET FORCEMAIN'X FT /100 FT. FRICTION FACTOR . FEET TDTAL DYNAMIC HEAD = 'd;� g FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH S5 S� j ; WIDTH so 41 ; DIAMETER LIQUID DEPTH -04 V 7 , C7 HYDROMATIC t Typical �i Application NO Head MkW and kol ApphmW High Head Hilow and Dewdering Capacities to 63 GPM (4.0 Vs) Capaa7ies to B8 GPM (55 Vs) Heads to 63 fl. (19.2 m) Heads to 90 ft. (27.4 m) Gatrical I ISV,16,14.S M 60 H; 200/230Y, Is, 7.6 RA, 60 Hr, dectricd 200%, Is, 13.6 RA, 60 H; 231A Is, 12.1 RA, 60 Hz 230Y, 3e, 11 PIA, 60 H; 460V, 3s, 1.6 RA, 60 H; 230Y, 3e, 5.8 RA, 60 H; 460V, 3¢, 2.8 FLA, 60 H; 5751( 3s, 11 RA, 60 Hz 575V, 3e, 1.9 RA, 60 Hz Moor (sk* phase) -1/2 HP Split phase w /start capacitor and Motor (single Anse) -1 HP Split prase w /start capacitor and thermal overloud protection, 3450 RPM; thermal overload protection, 3450 RPM; (three ) -1/2 HPPWMI 3450 RPM (three ) - I HP , 3450 RPM wribhm► Recommended Simplex = 24' (609.6 mm) Minimum Recommended Simplex = 24' (609.6 mm) Sump Diameter Duplex = 30' (762 mm) Sump Diameter Duplex = 30' (762 mm) Automatic 0 W float swkh hle) Automatic Operation float avid (1a ) (mM ovm1") Materials of Construction doss 30 cost iron Materials of Construction an 30 cast iron Impeller DWwp Sae 2' (50.8 mm) Discharas Sze 2' 150.8 moil Solids Handling 3/4' (19.1 mm) Solids Hanhq 3/4' (19.1 mm) Power Cord is - 20', SJ1W, SIN (30' optimal); 3e - 20', Power Cord is - W, SAW,, S1W-A 1 30' optionalh STW-A (30' l) 3e - 20, SIW A (30' ) Superior Features • CarhomJCeraatc type 21 mechanical seal Superior Features • imrboa/feramtc type 21 mechanical sod • W-191W motor w /auromatic reset thermal • Oil -flied mote w /eummalic reset thermal overload for overload for maximum protection . mmmman OWN • Upper & Iowa ball hearing construction • Upper & lower hap bearing construction • MKYM plog avagablo for easy mauteanco • Piggyback plug available for easy maintenance and switch replocement and switch replacement • Potasted Wet desiph for bailer solids handling • Patented Inlet deshgm for better solids handling • Capacitor stmt for weasel starting torque • Capacitor start for increased slating torque 30 100 24 80 18 � 60 SHEF100 � SW�t r A =12 40 SHEF50 0 r 6 20 X 0 0 Capacity-U.S. G.P.M. 0 20 40 60 80 100 i i i liters /Second 0 2 4 6 POWTS OWNER'S MANUAL AND MANAGEMENT PLAN FILE INFORMATION SYSTEM SPECIFICATIONS Owner rr- Septic Tank Capa city /,?SD ga l ❑ NA Permit 4 Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer z "d_4 ❑ NA Number of Bedrooms 100gpdftdroom ❑ NA Effluent Filter Model - /oo ❑ NA Number of Commercial Units NA Pump Tank Capacit sa 1 ❑ NA Estimated flow (average)* yao g al /day Pump Tank Manufacturer 1K /Yyv,�v, ❑ NA n flow estimated x 1.5* Gao al/day Pump Manufacturer Design f�-z ❑ NA g (P�), Pump Model ❑ NA Soil Application Rate /D gal/day ft Pretreatment Unit 9 NA Influent/Effluent Quality (NA ❑) Monthly Average ** ❑ Sand/Gravel Filter ❑ Peat Filter Fats. Oil & Grease (FOG) < 30 mg/L ❑ Mechanical Aeration ❑ Wetland Biochemical Oxygen Demand (BODS) < 220 mg/L ❑ Disinfection [3 Other: Total Suspended Solids (TSS) Manufacturer: Model: 5 250 m Dispersal Cells) Pretreated Effluent Quality O Monthly Average * ** ❑ In (gravity) ❑ In - ground (pressurized) Biochemical Oxygen Demand (BOD < 30 mg/L ❑ At -grade ('Mound Total Suspended Solids (TSS) < 30 mg/L ❑ Drip-line ❑ Other: Fecal Coliform (geometric mean) < IO cfu/100m1 ❑ Leaching Chamber Manufacturer Maximum Effluent Particle Size 1/8 inch diameter Model Laying Length/Chamber *Wastewater Flow Verification and Calculations: Soil Application Rate___gpd/ft Area Req. ff (Other than bedroom based) Infiltrative Surface /Chamber -ESIA Rating ft 2 Minimum Number of Chambers ❑ Aggregate Desi Flow/Loading Rate= ft min ** Values typical for domestic (non - commercial wastewater Materials: all materials must comply with WI Adm. Code and septic tank effluent. COMM94 and be installed per manufacturers specifications ** *Values typical for pretreated wastewater. and .app roval letters. DESIGN CRITERIA C3 "Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.al.1990) ❑ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ❑ "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publications 9.6 ❑ "Design of Conventional Soil Absorption Trenches and Beds ". R.J. Otis — ASAE Publications 5 -77 and "Design Manual — Onsite Wastewater Treatment and Disposal Systems ". EPA 625/1 -80 -012 October 1980 ❑ SBD — 10570 —P (8.6/99) "At -Grade Component Manual Using Pressure Distribution" ❑ SBD - 10567 —P (8.6/99) "In Ground Absorption Component Manual" ❑ SBD — 10705 —P (N.01101) "In Ground Soil Absorption Component Manual" Version 2.0 ❑ SBD — 10628 —P (N.6/99) "Recirculating Sand Filter System Component Mani►al" ❑ SBD — 10656 —P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ❑ SBD - 10572 —P (8.6/99) "Mound Component Manual" 'SBD - 10691 —P (N.01 101) "Mound Component Manual" Version 2.0 ❑ SBD - 10595 —P (8.6/99) "Single Pass Sand Filter Component Manual" ❑ SBD - 10657 —P (8.6/99) "Drip -line Effluent Disposal Component Manual" ❑ SBD - 10573 —P (R 6/99) "Pressure Distribution Component Manual" IV SBD - 10706 —P (N.01 /01) "Pressure Distribution Component Manual" Version 2.0 ❑ Drip -line Effluent Dispersal Component Manual for Multi-flo Onsite Wastewater Treatment Units MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Fre uenc Ins t condition of tank(s) At least once eve ❑ months 3 of ear(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one -third (1/3) of tank volume inspect dispersal cell(s) At least once every ❑ months _? lW ear(s) (Maximum 3 yrs.) Clean effluent filter At least once eve y 1f months ❑ ear(s) Inspect pump, pump controls & alarm At least once eve ❑ months 3 O ears) ❑ NA Flush laterals and pressure test At least once eve ❑ months 3 gr year(s) ❑ NA Valves At least once eve ❑ months ❑ ear(s) $( NA Other: At least once eve ❑ months ❑ ear(s) ❑ NA Page T ofL START UP For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products of other chemicals that may impede the treatment process and/or damage the dispersal cell(s). 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. OPERATION' ` The property owner is responsible for the operation and maintenance of the POWTS and submission of required reports. The quantity and quality of the wastewater stream will affect the performance and longevity of your POWTS. The installation of water - saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, showers, dishwater, etc. This system is designed to handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable /fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non - biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. ❑ Valves Valves shall be operated in the following manner: ❑ Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back -up of sewage into the dwelling or surfacing. INSPECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). Septic Tanks Component Tank inspections must include a visual inspection of the tank 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 backup or ponding of effluent to the ground surface. Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches id diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one -third (1/3) 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 NR113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. Pump Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such as pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing, missing or broken security devices and other hardware and the condition of any filters. Any service needs or repairs shall be promptly taken care of. ❑ In- Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending ,hydraulic failure necessitating more frequent monitoring. Page$of - Mound, At- Grade, In- Ground Pressure The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. The pressure distribution system is provided with an opening at the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3) years. Pressure checks of systems with multiple laterals should be done to ensure that equal distribution of effluent is occurring to promote the longevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. - All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. - The contents of all tanks and pits shalt be rcinoved and pro,-xely disposed of by a Septage Sen:cirg Operator. - After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or other 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 soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will 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. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. 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 suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ( Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTIAN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A M&NK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER E•Q� p�'[KE �.o Name Name E .e6 �[.r ESE Ls*�ra'i.�o Phone J /.S - S,?6 C Phone ,/S SEPTAGE SERVICING OPERATOR (Pumper) - LOCAL REGULATORY AUTHORITY Name A enc S7 C�ceix Za.�i..0 dfFicQr Phone Phone 7' /S .ABC - yG ,?d KAWPDAWEFAPOWTS OWNER'S MANUAL.doc Pag 9 of 9 i i mow albollb. waft- An 0 Maintenance The interval for servicing septic tanks is set by. state and local code. Throughout the United States there is a wide difference of opinion on what this interval should be, but most regulatory agencies suggest two to five years. The Zaber filter, which does not increase the frequency of servicing for the tank, should be cleaned when the septic tank is normally inspected and pumped. However, our filter Is virtually self-cleaning. The continued action of the anaerobic organisms on the Zabel fifter causes lodged particles-to disintegrate and fait to the bottom of the tank If your fitter contains a SmartFilter" alarm, you will be notified by an alarm when the filter needs servicing. To service the fitter: 'Serviding any zabel filter should only be done by a certified septic tank pumper or Installer Locate the outlet of the septic tank. Fimlly pul the filter lee Rernovethe tank O and sNde the ¢ and pump the •Able: w AM tanawe reewaWY to to be used I t Miarla any =Wo for WO esc�ping to haaaMes s when the II I re s4 t Whit holding the f `s. • t ;; I; g the access Insert carefcl tit I11M air back In the i ' slue the ti Pro m wasc & is not CD belOan �; I I any be a Replace �� N. . uo[wtu► rho product(s) shown are covered by one or more of the following patents: U.S. 5,762.793.5.580.453.5.591,331, 5, 759, 393 .5,683577.5582.716.5.779.896.5. 593. 5845, 795, 472 ,5.736.035.4.710.295.5.382.357, 5.482.621 U.S. Des. 388.241.349067.4605501.5090588. Des. 309007. Aushalx 134440; Canada: 2.135,937; Week 111574; New Zealand: 264824, Other Patents Pending Cali for a free ZABEL ZONE An Onsite Wastewater Magazine 1 - 800 - 221 -5742 - Website httpYAvww.zabel com A 16 htqtg� 6L-t 23 &i� Wisconsin Department of Commerce SOIL EVALUATION REPORT Page -- Lof 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 le mu nclude, but not limited to: vertical and horizontal reference point (B n and Parcel I.D. percent sloe scale or dimensions, north arrow, and location and distance to neare V i Please print all Information. RZ by 6 1 A Date Personal information you provide may b ac] m aw, s. 15.04 (1) (m)). //// / O Property Owner P ro party Location' f et) V) � �1 C,- � `fQCZYi Govt. Lot AlIN 1 /4SIE 1/4 T -W N R I (Q E (o W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# City State Zip Cide er ❑ City ❑ village own Nearest Rdad 35'1 EF New Construction Use: S<esidential /Number of bedrooms _ Code derived design flow rate ESQ GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Z ©r Z 0c5..) Flood Plain elevation if applicable ft. General comments 5 r, � i`v eta r � e. and recommendations: �` �^ [� N Cx lr w "" J o� C L t_ C3 C -_ C 0LA-L- 17 r- 17 1 1/1" Boring # Boring A� C , Pit Ground surface elev. L � � ft. Depth to limiting factor 4=4_ in. Soil lication Rate Horizon Depth Dominant. Color Redox Description Texture Structure Consistence Boundary Roots GPDtft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 d ._ r+1 , t t e g -- b IA 7. 3 g f r f a Boring # o OP it Ground surface elev. 1119- 16 ft. Depth to limiting factor in. Soil A Ik;ation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/if in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 a- ro 2 3 L b, f e' s' r V , - o 7548 L m , ' /z 7 4- CL_ I C 61k i ' 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 Na (Please Print) Sig ture CST Number v►v. f•e e � e St) aa�a9� Address Date Evalbation Conducted Telephone Number 77riI4 4L) (L)_T 11-1-0 77a -3a7.� � 7� 7 (` !�s t Sh.tr Property Owner �'� V`C i , tL .�..„ Irw Page of Boring # rr❑ Boring l'� 9 Pit Ground surface elev. p ""rt°pth to limiting factor cp. 7 in. — 90 — ilApplication 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 �® 3 no 7, - 7. syP 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/tF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ff. 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 ` Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD a 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) Property Owner L \'ems V'Q t ,,,'age1 # Page of 3 F3-1 L Boring # ❑m Boring �1 U 02 "Pit Ground surface elev. p _ ».w ""L *>th to limiting factor cam. / 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 I_ 4-/U 10 /e 3 U c s f o `r 3 7, SYf2 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Ap lication 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 *011#2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal A lication 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/O0) �n 1C © Acre re S F- R ib w DO, 00 To 1 11 PLIr- fey ,: � ,.•�- ' B3 o rc" w 1 ? 4 VI �P1t�bJ 31: 4A CA OF SUFAn" ti.00ATEa W CART Or TM16 NWIta OF T'40 EEi /4, 1" FAAT Or THE f"i/4 OF $Ec114, IN PMIT OF TN1"S 8W7K OF T HE SEI /4 AND t PART Cif 3 PtE SE 414 THE aEt f` CROIXC NCL11tfTY.1Mr p 9t�1]PiBTb4Yhl air EAt�[Y4a fi WIM Gowalk ER gs re�vn r W ,aLtK711• Kp aw�tNt+�Gaut ® rtabt3uweeMsr.s� ye or F tCOM f v 0 o K 1 uo+uc»��ffsa E a >+�a.acno�+r+K•auw w �y a• oz Rcav!� n rovu'a u T� R E rrl_ a as It% pown •ct W 7 MA. IOk a rm' x trxaxl Ft sAlk S•T veow►7 eto.at►rt:.va taste 7 .,. 1 i � +�-* EXIBTML9 FeuC!!t swF. i a roK rLST w!MCOgNE 1. LSTColvQn se a l aou+► 0% Well 'W ti14.{� eesT.weftwar �areaarw am Ma 1 I FW " ti I I I I' l PARCEL Ap" ' I UAMS00.FVW i y a,aojos pn ! e i a i M "M PAP I � i 1 tta„r Dow Lap I I sa7roa�a� t17aoa• �. t -�— WARC:Ei.OEtEMIPTION Q # ! � «7. M � 49Urn.Mwairw Soo d.r +t vM, Rion Twi Foe' m" WV10 too sill t dD71Nre, fi. Ctir CbMdY• rrrwrrM. � . ww.Mratrs w to GM .wow n ON o dn.: WwM ArOM'IM *"* .n1a+.Y t/r M..V,,M$NOW. tM!tn4owWWINSW ~yp.btf� ���p.►'ffit1MYR.tontl.tM tm�Mr'b aq �rNMOIaRNNksM07�i. akna MY M��a W Yep 1HV� tw7u b s,.!conf�nr . ��. N�nsac. �w.«�wwun.�ewMw..�.ta.eor•M�t�. iEC110Nr M.onai GPM* woulittews OWN *AM wo. It'/11M MN !b904"Mafwll L'W M Wti...t7iAt N t.. tat r�r� a w troMre p tMnr"MEVIRW "a 91 . PAP= 4 MM?�IMMIM/M.I�M *�b4M CsRAMMM'�.ww�ON N�1. fbt /`fRf std t.A171Mq;7 tIII.M MMrtrwY M 11MtM bNNrNb1\ Ml� ' I ..�C CIM•O1t •.nMd. j 8#YW 442.79' 1 � 1 � P „'19f i Ery+ 0. tLitMAA, t VYMGOtiN L"D0SUVO"M• hFRf p CERM Twit 1 THE ASCra Ci7f;..KQ..DLt.tFlD /1101MSr WH5MAMTI G or at M Uhmt)kw t7MtGT 7UrOtY3AN }ptp ilMT ll+gIW MAOOiIII [LT 1ar1lSEtQ4TgM TNttWtk 60µLt IM 1' a.t:OIS OF'W 10 MCMINS to ?K -x T or law W140MIUM6Mt7 *MNi ge9t +ur�rr owi•tt:o 13r iwfeH..t twrxroa 2V0 0 goo ars�p pptP. ?% w ?ELKE PLUMBING Fax = 715-6 —e -5267 Pur I 'O` 4 =44 P_0! ST. CROIX t OUN'TV SEPTIC TANK MAiMFNANf`.F A(iRF.FME,,*4T AND r OW SHIP CERTIFICATION FORM owner/Bum Liz Lkr— Mailing Address S1f Yi (C�e -i3 _ _— property Aftem 1 3 -7 a� (�►oti5cauoa+ogla�ed fswa ac tao flcpg+satat fat saw auaseu�tias.) U 3 �v v 7 - - 0 - - p 0o City/Stwe rS Patter Idsnttficatiem Number _S2 �,p,G�tti1R�CtR[t3'fctirt '' LL__ U //'' Property Loeasioa , �w V• , $et . ` �;� R W, Town Subdivision 44 _ _ , Lot Cerlow 5 *rvoy Map p . Vokme ^ . – , Page 1 i Waffmty Dwd # _� �r? V d , Volume - Pam # spec berate pa we Lot lases idmiffi" vas no $)(STEM OR44M CATION Its*npW ate and m6ftnsom of yes UP* ty awAsi souk is its ptt:.erbaa Libra to harAe wastes. Props eaanocas eon coW o(pampta6 eat the *qW teals ovwy bras pw or seeow, if on" by a hosund pumper. WW You W inw ibe ayetwa � a4sdt3snlaeefiaa of errs sep�ataak • a ta:aaaoat crass to tba waste digwni tyetegs Oermr tstce reapoaaiMY9m em ePe� it �Cosso. i3Sgt) tart) is Chapasr r2 - St � t3ouaey sir - 71a psopsaty owaas aaeoa to meb iit to St Qas Cwatp Tlaa.:s t 7.o.iat Des • c"bf>atiaa %M tigeed by the a.rass Aa by a masts plrabae. jamaayoaopiaier, toekisied pbstobee or: Iictrsed t e that a I) wustnwMat apaism is i p eoadnioo arch m :ter inspvc6ft and pt+a of rem suv), the s Pdc tank is iaas ebtm t/3 &[t ot+b+d6a Una. tie ndandpd hm ttatd tba &a .e ve06m aeata mad IV= b on - Le peivaac aaWW dkPosat syrteaa with the ataadasde set rocea, w.+o, aged by dbe Deprtteeent atC bmwomm sad the Dap.tuwt adAtaaael Raffia. Shte of W%W*Wax CcrtificsaOa statist that ] asp°'c syMeabat hear saianied amt he oami s ' sad taassaed ttt tba St G1aex fiounrS PIa>�a+n8 Zados vrit>un 3o Gays oCtha tbeee year aapisakam dam Vwtt *W * dW so atMeeaeass as sire %nn ate teue to eba Gent otmyAm kaowle W Uwe sashed *t ennes{a) of the pt,opoly 1,, A e 4 above. by rft of a wtsarly deed mmdnd m Regoam otDrals Qt@sx. lYata o[ . �.��. Y s ATt3RE C}F APT s} -` DATE s.s t is asisca�ed —Y nark eit Ehe rerCW by the is ZOOM f> "Otffiaat :•• Awy inform the esasrsr3'!?c+� �i'tE laabsde with tba appiaa ion a tecotdad wstemt7 deed frost dm Rev.W of Deeds Otis sad a coy+y of the c=tifwd slavery "UP if raf erect is malt in ft waszmty decd. (REV. 081e5) I I111N IIIII IIIII Iliil IIIII lli111111 illlll IIII IIII * 8 6 4 7 1 0 2 864716 STATE BAR OF WISCONSIN FORM 2- 2000 KATHLEEN H. WALSH REGISTER OF DEEDS Document Number WARRANTY DEED ST. CROIX CO., WI RECEIVED FOR RECORD THIS DEED, made between Kenneth J. Graf and Marcia J. Graf, 11/26/2007 01:05PM husband and wife, Grantor, and Vicki L. Wilke and JonaJA Letter, wife WARRANTY DEED and husband, as Survivorship Marital Property, Grantee. EXEMPT t Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE: 13.00 the following described real estate in St. Croix County, State of Wisconsin: TRANS FEE: 600.00 PAGES: 2 SEE ATTACHED EXHIBIT A Recording Area Name and Return Address: 4v Exceptions to warranties: Hvdsetr,-Vft51*16 Easements, restrictions and rights -of -way of record, if any. 848t 4' g L 11,5- 7 0 02 -1 008 -1 0 -0 0 0 - 0.. ...002 4303 -9 80 000 Parcel Identification Number (PIN) This is not homestead property. Dated this 21 st day of November, 2007. * Kenneth J. Graf *Marcia J. Graf lumef ACKNOWLEDGMENT �� Signature(s) ND _� ��isf'•O a STATE OF WISCONSIN ) SIOL V ST. CROIX COUNTY. ) SS. authenticated this 21 st day of November, 2007 Personally came before me this November 21, 2007 the above named Kenneth J. Graf and Marcia J. Graf, husband and * wife to me known to be the person(s) who executed the TITLE: MEMBER STATE BAR OF WISCONSIN foregoin insttvment a knowledged the same. (If not, 1 6[ )o authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY tary Pu li , State of Wisconsin Peterson, Fram &Bergman — Steven H. Bruns y commi ion is permanent. (If not, state expiration date: 50 East Fifth Street, St. Paul, MN 55101 - - 94 (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000 1 of 2 w ' EXHIBIT A Part of the NW 1/4 of the SE 1/4, the NE 1/4 of the SE 1/4, the SW 1/4 of SE 1/4, and SE 1/4 of SE 1/4 of Section 4, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin, described as follows: Commencing at the E 1/4 corner of said Section 4; thence N 87 degrees 20'28 "W, along the east -west 1/4 line of said Section, 1023.65 feet to the point of beginning; thence continuing N 87 degrees 20'28 "W, along said cast-west 1/4 line, 1614.43 feet to the north -south 1/4 line of said Section; thence S 00 degrees 26'35 "E, along said north -south 1/4 line., 1144.76 feet to the north Iine of Lot 2 of Certified Survey Map recorded in Volume 22, Page 5386 at the St. Croix County Register of Deeds office; thence S 87 degrees 03'58 "E, along said north line, 1173.00 feet to the east line of said Lot; thence S 00 degrees 26'35 "E, along said cast line, 738.01 feet to the north line of Lot 1 of Certified Survey Map recorded in Volume 21, Page 5208 at said office; thence S 87 degrees 03'58 "E, along said north line, 442.79 feet; thence N 00 degrees 28'16 "W 1890.58 feet to the point of beginning. 2of2 Parcel #: 002- 1007 -95 -100 04128/2008 12:34 PM P A G E 1 O F 1 Alt. Parcel #: 04.29.16.62A 002 - TOWN OF BALDWIN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 11/28/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner 0 - GRAF, KENNETH J & MARCIA J KENNETH J & MARCIA J GRAF 1156 245TH ST WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description SC 0231 BALDWIN- WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 0.000 Plat: N/A -NOT AVAILABLE SEC 4 T29N R16W PT NWSE, NESE, SWSE, & Block/Condo Bldg: SESE DESC AS COM AT E 1/4 COR SEC 4, TH N 87 DEG W 1023.65 FT TO POB, TH N 87 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) DEG W 1614.43 FT, TH S 00 DEG E ALG N -S O4- 29N -16W NW SE 1/4 LINE 1144.76 FT, TH S 87 DEG E 1173 FT, TH S 00 DEG E 738.01 FT, TH S 87 DEG more Notes: Parcel History: Date Doc # Vol /Page Type 11/26/2007 864710 WD 04/24/2007 849089 22/5386 CSM 08/24/2000 628764 1537/286 QC 2008 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 04/11/2008 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 23.370 4,500 0 4,500 NO 00 UNDEVELOPED G5 1.000 100 0 100 NO 00 AGRICULTURAL FOREST G5M 25.930 44,100 0 44,100 NO 00 Totals for 2008: General Property 50 00 48,700 0 48,700 Woodland 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 0 -N CO z " 11 n ®B® 11 ®Baum B® ®n 11 11 11 ®®®®® ® ® Bonn Boon annom 11 �� - Moom o ED1 � II 11 " 11 • � 11 ° 4 " - -- -- D z O II pm ® z 1 II II 11 11 r �I D z m s O y T WILKE / LETTER RESIDENCE y o < a .. I ~' o IOCAl10N�. o P66f 1Nf0: ALDWIN, -� IS VA RESIDENI'IAL•NUL -Y '1,1, LICHTCONNERCW. n ELEVATIONS IH Rl 1 ' S1 1 11. " FX lox- wwroll.msmla € PH. 75 -381 -9758 FX.715J87 -9760 . . ... ..... ................................................................. . ............................... ........................................................... m 1 'A ............................................. . .............................. it ........ . . . . ............ ...... ......... ......... .. . ................................ . ..... ............................... ............ I �sm����� y .............. ............. ........ ." . ......... . . . ...................... 0 .. ............ ............... . .................................. .................... ............................... ......... . ......... c: Z li z r z MINI: WILKE RESIDENCE NUNN" PAR INFO: RMIDEK71A1. • MU BALDVAN, W1 FOUNDATION PLAN 2 P 9 HP7=1!9_758 U.715-381-970 ,WI SMR6 6 s i 4 i S r .n•wRr tl 6 y 9 ` I� y a 11 8I titd 4 4 6s •m 6 I • ar y i S °e C _ -- 1 ` - - T O - -- — - -- •. i......---"�-�--. C M I- qt i , I � i I � 1IA I I 1 a'd k i r 42 d .18 - - E � � " ad a•'d 3 Z t"l .g r °rn o a o o w> WILKE / LETTER RESIDENCE Em W 8 i? g v a lOC1IpN. PAGE tliP6 RESMENML. MVIUM J y - i]Ciff CONNERCIAL BALDWIN. WI MAIN LEVEL PLAN x ls�slm7Bwrswls r • a .L- 0 9 @} -- - - - - -- cz T d �E g pp b \ m 'b O pp L I4 � € i e• n � 1 g d� 4g IP a X 'o s �_ � F- WILKE /LETTER RESIDENCE �. R �L a Y 2 o p RE51DEH71AL • L1UL71fAMHi • LICHT COMME 920 Edo< ue.L S, 1m -H,a .w�swie 2 s m. •' o LOCAHON: ROOF PLAN / sFanONS PH. 715-381 - 9758 FX.715 - 97W BALDWIN, WL