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HomeMy WebLinkAbout028-1045-70-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 488203 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 HPder's Name: City Village X Township Parcel Tax No: Chase List I Rush River, Town of 028- 1045 -70 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No 166 1 G5T 36.28.17.283b TANK INFORMATION ELEVATION DATA TYPE MANUFACTUR CAPACITY STATION BS HI FS ELEV. Septic Benchmark 5 cam- �aDd �, Dosing �,J- a / L Alt. B ` (� c.7� a,n Za� � . Bldg. Sewer l6.3a 93 • T Holding St /Ht Inlet TANK SETBACK INFORMATION St/H et TANK TO P/L WELL BLDG. V ent o it Intake ROAD Dt Inle eplc :; 104 ' _ B ott om ZZ 7 Z2 osm9 > 5d 41 �� Zz / 7 ZZ / — H ead er/M an. A eration D P ipe H olding Bot. System S.qb ma ra e � PUMP /SIPHON INFORMATION 3. 7 1 66 , anu ac urer �� eman �ver 5 'n O� GPM S• ' �✓ / o e um er 67 n Z4 ^�" Lo��-d o T' (o • 8 57.3 rIC Ion OSS S m ea t 11-engin Uld. T IST. LU V-11 A) Sol SORPTION SYSTEM DIMENSIONS / '76 ac I om%'n INFORMATION Y 1 CHAMBER OR lypu UNIT `\ 7z 'Sa ) z Pi ( es �� 5 ti Z Lengt Di a Length Dia Spacing x Pressure Systems Only xx Mound Or At - Grade Systems Only f pkl. d/Trench Center Bed/Trench Edges \ Topsoil ` r1 es No Yes No Yr COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: - 7 7 -7 / O (o inspection #2: ! / Location: 2015 Cty Rd 44 Baldwin, WI 54002 (NW 1/4 SW 1/4 336 T28N R17W) NA Lot r' O � Parcel N#: 36.28.17.283b 1.) Alt BM Description= Tn fC+ 6X C ��G i >�S 4-- 2.) Bldg sewer length = �L j- C, j"-'� b - amount of cover = Plan revision Required? -J Yes { No Use other side for additional information. - - - -- Bate — - - - Insepcto 'gnat SBD -6710 (R.3/97) 05/25/06 THU 10:33 FAX 715 386 4686 X1001 Safety and Buil W Division county 201 W. Washington . P.O. ox 7162 G t ,.n Madison, 153 Sanitary leer Ittx (to he tilled in try CO.) Department of Commerce (608) ,lsl Z03 Sanitary Permit Application 1TJV State Plan To. Number In accord with Comm 8321. Wis. Adm. Code, personal information you provide ` 2 may be trsul forpttdary purposes Privacy taw F5,04 t)(m) Project Address (if CtifCuent taste ensiling address) 1. Application Information– Please Print All Information Propimy ownea's Name' AY !2 5 2006 � 2 - /U I S - o W Lt �} c C h4SC- G eS Property Uwnct s Mailing Addn� ST. Property LoWtittsr 3 � d , cROix courvrY � �_'r. d %Section City. SGtte Zip Code Ptanec um '94 I J� t , ucleone) l fi Z I - G 7' T �/ N; R�F. or W H. Type of Building (e eck all that apply) 5 tµt 4 11 or2 Family Dwelling-Number ofBcdrooms ❑ PublidCo mmereial - Describe Use ` r ❑ State Owntxl- DGZUibe tlse ity ❑Village �trownship of k 111. type of Permit (Chock only one box on line A. Complete line R if applictiMe) A. IV New System (] Replaeeeneru system ❑ Tr�ttmcnUHoldingTank KtitlaocmcntOnty ❑ Udury" MadiG w Existing xisling �ystenr B Litt Previous ('Carat Number and rate Issued ❑ Puttrit Retegv�l ❑Permit Revision ❑Cleanse of ❑Permit 7-""e' to Nctv Before Expiration Plu 0— CY.'1' o{1 S stem (Ch all tt)ata ❑ Non -Prcmur nd In- 'maund _ t Mound <24 6t. of sui�lesa ❑ At -Grade ❑Single Pass Sated Filid 0 Constructed Welland ❑ I'r surind ln- Ground ❑ Holding Tank ❑ Pgat Filax ❑ Aerobic Trratarent llnit ❑ Rcdfcu sting Sanr1 Filter ❑ Recirculatinq Synthetic Media Filter ❑ Lreeh' , Cleambcr O Drip line ❑ Gravel-leW Pipc ❑ Other (explain) 1 V. Die rsal/TreatmentAma Inform iteon: Design Flory (rpd) Design Soil Application R.atc(9Pds0 Dispt teal Attu Royuited (sf) Dispersal Area Proposed (st) System Elevation u S �t L j; 0 '-( r (� t G 3 Vl. 1nEa Captcity in Total Number Manufaclum Prefah Site Steel Fiber Plagic tiallnres Gallons of units Conercte Constw -led Glass New F�IiitC I T Septic ,x" k•loltlittc TaaE; (i�j�! ry 1 l C J Q AerdricTmainw tUnit Dosing C:hantt)ct (t �. VII. Responsibility stsitemcat L the end od, tmttma ibility for installation orlbe 1'()Wm Show_ n on the a ttached prone Plumbers Narne (P e rim) Plum / 's Signature RS Number Bu Phone N � r// P1 t Addmat (Street.. City tare, Zip c) TZ VIII. (:oun1h Use Onl Appmveel ❑ Di Pr Sanitary !'Grath Fu ` chrdcc Groundwater Date Isstx d lss ins gent 5ignautre (N Stamps) Sutclsrt Fccj J �� n 0 0 'vcn R - Denial J _ ^ IX. ('anditioas - SYSTEM ER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained as per management plan provided by plumfl t� P6t�f 1 � S� S 2. All setback requirements must be maintain 3 J T A n ^ as per applicable codelordinances. awn tir6 Amch complete plant (to the C tnty enh) jn, tM systt_ on Paper not kas than 11112 c it inches in siee SBD 63 ( ) 1 t v 95 -25 12:39 TO: FROM:715 385 4686 P91 r d 1 °` Ch4seR� VV ' Pj'4ld w 'h ���t�� m a3 cos o ' - c G s T 5' �E geed / z r � J � - S � M aN �oU t op s , ���� ��• 13.3 1 9- 3 i r fi Q a� e o r Oe ' Safety and Buildings 4003 N KINNEY COULEE RD commerce.Wi.gov LA CROSSE WI 54601 -1831 M TDD #: (608) 264 -8777 i scons i n www.commerce.wi.gov /sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Mary P. Burke, Secretary May 22, 2006 CUST ID No. 223475 ATTI POWTS Inspector JOE STANG ZONING OFFICE STANG PLUMBING & ELECTRIC ST CROIX COUNTY SPIA PO BOX 263 1101 CARMICHAEL RD WOODVILLE WI 54028 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/22/2008 Identification Numbers Transaction ID No. 1270063 SITE: Site ID No. 713016 Wm & Lisa % Chase List I Please refer, to bath identification numbers, 2015 County Hwy YY above, in all corres ondence with the agency. Town of Rush River St Croix County NW1 /4, SWIA, S36, T28N, R17W FOR: Description: Proposed Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1076229 Maintenance required; 450 GPD Flow rate; 20 in Soil minimum depth to limiting factor from original grade System(s): 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 with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • 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 be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - 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. Conditionally VVEm Ar P R& DEPARTMENT OF COMNIERCE _.. —n., nr caFFTY AND BUILDINGS JOE STANG Page 2 5/22/2006 Owner Responsibilities: • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • Comm 83.52(1)(a) - 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. 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. • 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' jerry.swim@wisconsin.gov cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: List Mound Owner's Name: Wm & Lisa A % Chase List Owner's Address: 2015 Cty RD YY Baldwin Wisc. 54002 Legal Description: NW1 /4, SWIM, S36, T28N, R17W Township: Rush River County: St. Criox Subdivision Name: Lot Number: Block Number: Parcel I.D. Number: 028 - 1045 -70 -000 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings ICJ Page 4 Lateral and dose tank S qY 10 20 Page 5 System maintenance specifications qF,� Page 6 Management and contingency plan e Page 7 Pump curve and specifications U1Z Q11VG t q Page 8 Plot Plan Page 9 Soil Evaluation Report Designer: Joe Stang License Number: 223475 Date: 05/08/06 Phone Number: (715) 684 -5166 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 4.01 (R. 09/04) Page 1 of 9 S EE CORR SPONIDENCE I Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83 -44 -3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 450.00 Design Flow (gpd) 2.00 Site Slope ( %) 97.30 Contour Line Elevation (ft) 20.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 70.001 Dispersal Cell Length Along Contour (ft) = 6.43 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /fe) 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 3.22 Lateral Spacing (ft) If N above, enter the elevation (ft 2 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) = 9.78 fe /orifice 2.00 Forcemain Diameter (in) 75.00 Forcemain Length (ft) Does the forcemain drain back? Y 87.30 Pump Tank Elevation (ft) Enter Y or N 4.55 System Head (ft) x 1.3 12.23 Forcemain Drainback (gal) 11.08 Vertical Lift (ft) 62.78 5x Void Volume (gal) 1.02 Friction Loss (ft) 75.01 Minimum Dose Volume (gal) 16.65 Total Dynamic Head (ft) 24.77 System Demand (gpm) Lateral Di amete r Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 2.00 1.50 x x 3.00 2.00 x 3.00 x Gallons /inch Calculator (optional) Treatment Tank Information 650.00 Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (gal) 1 38.00 Total Working Liquid Depth (in) Wieser _ I Manufacturer 17.11 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.001 Dose Tank Capacity (gal) JZabel Filter Manufacturer 17.001 Dose Tank Volume (gal /in) IA100 I Filter Model Number Wieser Manufacturer Project: List Mound Page 2 of 9 Mound Plan View .....__ I t . .. ............. ".. - - ........... 1/10 B : bs . . . . . . 3 J :.1 _ Observation Pipe — K T^ ,Q - A W — B I .............................. .. L Mound Component Dimensions A 6.43 ft E 17.54 in H ft K 9.57 ft B 70.00 ft F 9.50 in I Elft ft L 89.14 ft D 16.00 in G 0.50 ft J ft W 22.65 450.10 (ft) Dispersal Cell Area 1 1065.27 (ft Area Available 6.43 (gpd /ft) Linear Loading Rate 1 7.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.43 (ft) --► t .rrrf 2 G I F ::' Dis persal 99.13 (ft) La teral Dispersal Cell 98.63 (ft) —► — Invert Dispersal Cell . . Elevation E ' D: } 4 - - - - -'� ..... - ' - " 4 .. y 97.30 (ft) Contour Elevation 2.0 %Site Slope Geotextile Fabric Cover Shading Key CL — T Dispersal Cell See lateral details on 10 ® Topsoil Cap 1.5 ft t� Page 4 for number, size, Subsoil Cap 0 c i and spacing of laterals. ©0 ASTM C33 Sand' f F Laterals are equally ® Tilled Layer d d 0.5 ft Typical Lateral spaced from the 05 Aggregate a c 5 distribution n centerline in n the — A - -* distribution cell (AxB). Project: List Mound Page 3 of 9 End Connection Lateral Layout Diagram Laterals centered over the A& 8 dimension •= Turn-up vdball valve orcleanoutplull I P All laterals are identical IE X—�I Holes drilled on the bottom or the lateral 3 equally spaced IL 3110 Force main connection via tee or Cross to manifold at any point. Laterals & Force main of PVC Sch 40 (per COMM Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.156 in Lateral Diameter 1.50 in Orifice Spacing (X) 3.11 ft Lateral Length (P) 68.42 ft Orifices per Lateral 23 Lateral Spacing (S) 3.22 ft Orifice Density 9.78 ft /orifice Lateral Flow Rate 12.39 gpm Manifold Length 3.22 ft System Flow Rate 24.77 gpm Manifold Diameter 1.50 in Total Dynamic Head 16.65 ft Forcemain Velocity 2.53 fUsec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Disconnect Electrical as per NEC 300 and -� Comm 16.28 WAC 4 in. min. Tank component is properly vented E Altemate outlet location Forcemain diameter Wieser Manufacturer 2 in. Ca aci 650.00 Gallons Volume 17.00 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 22.82 387.99 C B 2.00 34.00 P ump off elevation (ft) C 4.41 75.01 88.05 ' m D 9.001 153.00 D Total 1 38.241 650.00 Dose tank elevation (ft) 3" Bedding uncT tank. 87.30 Alarm Manuafacturer SJE- Rhombus Controls Alarm Model Number Tank Alert 1 Pump Manufacturer JGoulds Pump Model Number 13871 EP05 Pump Must Deliver 1 24.77 gpm at 16.65 ft TDH Project: List Mound Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name Joe Stang —� Phone 1- 715 -684 -5166 POWTS Regulator's Name St. Croix County Zonin Phone 1- 715 - 386 -4680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L Soil Absorption Component Size 450.1 f? Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once eve 3 ears Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished •������������• •�������������• Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral �i. Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: List Mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. 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 Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in 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 alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume 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. 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 Svstem 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 as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BOD5, 30 mg /L TSS, 10 mg/L FOG, and 10 cfu/100 ml- for highly treated effluent. 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 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. 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 components) 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 dogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: List Mound Page 6 of 9 T 6d R I9b 1885 T Z :110itd JLDS PUMPS 'S21LRD it 3 01 GO7 EPO4 EP05 • t /Mp1,M:i1=P MY NbVU* e NO ■ i Tbeldl0" a Omni p upper ow Iowa• Wade tarbUre ON fOr l d Spbr f ds dgnW lorft Weldon and a kk K kVmvsd o wbusm ftomRumw tomm" mm • E I �t f A� 4014P pmwdn •arms name" +woe -1 i+oe • P,my dui► s=P me" Mdrre (MA IM el treler twirl tit isan traded • Fiats d and a ebrI � llitlrMi and in `F' or'1C' • �ii a4 pnod sPM MUM FE11IM ei Mew cww.Thenmopkwc t;�iei�arltidt0let oorervrlih ieiegrat IrenMeerr! • Solids bandft CIPAW ■ ArOi!■rpeNr: lherrrq- float e[adxnent wa," • ghCS OpetadMtQn potnfa T sVP � °� ■ hrarCiie: Bsaeea dull • Dbdww Shw'1W NPT rated d and wdermekarrt • Mchardeal swt carbon- d sbdwwa •Toromom IW(400qaxftmw 1A� filermbeent..- _ _— . ...;- -.... _ _.. _. _ r + soft `• HP CAP" of runift drywkbMdompto EPO4 Single pow M ' � - APM. ad10aft rent s 9m .. bolt in mxWd vft ! c • Poweroo 1Dioot s - � : { : - - - . . S.ITOWvrilhflrr+�ee�prOrlp D�ndkt� t�9. 20 foot texft1 fit&Sdtwwah O L V k __.F... 10 20 .... _._.. _ ...... IiD ttave .._. _ .. F I, g �9 p O 2 4 B 8•^ to 12 NOW 4'AMtZrY Goulds P �amo aoa„ras ITT ladusfises � & Blare r,040jwam eo -7 o-� ChGSes�,'Sz Teo e, r J3 - 4 I d w 'h a' j N .L" Vq s kJ f S 3 6 t A f? c? 4= �! �Ij/�✓} U �� P 1 �I ltd C G o- S , e- leo ,l i6A3 15 J ., q- M U \ b Q f Wk - ef,/2 ® �oU 8 - a Qov ! 19 7 7 - 3 j - pa. e - 1P d� 9 1 REPORT 1 � $ vutoonsin Department Of CW r WM SOIL EVALUATION REPO � Division of Safety and Buhngs in accordance with Comm 85,111hs. Adm. Code minty St. Criox Attach complete site plan on paper not less than 812 x 11 inches in size. Plan must include, but not limited to vertical and horror" reference point 0", direction and Parcel ID. 028 -1045- 70-000 percent slope, sole or dimensions, north arrow, and location and distance to nearest road. Reviewed by Date Please print aft imWmad►. Personal information you provide may be used for sewrrdery pub (PrIvacy Law. s. 15.04 (1) (m)). Property Owner Location 11 El P Wm & Lisa A % Chase List Gov LLoot NW 114 SW 1/4 S 36 T 28 N R 17 Properly Owner's Mailing Address Lot # Block # Subd. Name or CS MII 2015 Cty Rd YY city State Tip Code Phone Number vdlage oMm Nearest Road Baldwin Wi 1 54002 ( 7f5 6842975 • Cty Rd YY Rush New Construction tJse� 3 Residential / Number of bedrooms Code derived design flow rate 45 0 GPD 0 Replacement Public or commercial - Describe: Parent material Glacial Outwash Flood Plain elevation if applicable XW - A - General R comments 16" Mound contour at 97.3 and recommendations: ❑ Boring # D mKin9 Q Pit Ground surface elev. 96.2 R Depth to limiting factor 20 in. Sol AWkabDn Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sr- Cont. Color Gr. Sz. Sh. *Eif#1 - Eff#2 1 0-8 10YR3/3 — sit 2fsbk mfr cvv 2m 0.6 0.8 2 8-20 10YR4/4 — Sit 2fsbk mfr cW if 0.6 0.8 3 20 10YR616 fId9.5M /6 Steaks Sit 2fgr mfr cw lvf 0.6 0.8 2 Boring # El �g 97.3 34 ❑ a Pit Ground surface elev. ft. Depth to liming factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rants GPD1ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Etf#1 *Eff#2 1 0-10 10YR3/2 — Sit 2fsbk mfr cW 2m 0.6 0.8 2 10-22 10YR4/3 — ail 2fsbk mfr ew if 0.6 0.8 3 22 -34 10YR3/3 — sit 21gr mfr cW lvf 0.6 0.8 4 34-48 10YR5 /6 t1d7•5YR5/6 Stmt s 0 2fgr n cW — 0.6 0.8 ' Ofluent #1= BOD > 30 < 220 mg1L and TSS >30 < 150 mg& * Effluent #2 = BOD < 30 mg& and TSS _< 30 mglL CST Nana (Please Print) Signature CST Number Thomas W. Gedatus c:+� W 962178 Address Date Evaluation Conducted Telephone Number Stang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 5/5/2006 1- 715- 6845166 ' Property owner Wm & Lisa A % Chase List Parcel ID # 02 &1045 - 70-000 pap 2 of 5 Boring 20 ❑ 9 # E] pit Ground surface elev. 97.3 tt Dept to 9 factor in. Sol Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. *Ef!#1 'Eff#2 1 0-8 IOYR3/3 — sil 2fsbk mfr Cw 2m 0.6 0.8 2 8-20 10YR5 /4 — sil 2fsbk mfr ew if 0.6 0.8 3 20-36 10YR5 /6 f1d7.5YR5 /6 streaks sil 2f9r m f r cw lvf 0.6 0.8 Boring # F soft 9 pi} Ground surface elev. R Depth to throng factor m. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Rods GPOW in. Munsell Qu. Sz. Corti. Color Gr. Sz. Sh. 'ElM "E02 Boring F-1 ng Ground surface elev. R Depth to �rniting factor in. Sort Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPD/ff= in. MurrseN Qu. Sz. ConL Color Gr. Sz. Sh. *Eff#1 'Eff#2 * Effluent #1= MD > 30 220 rrg& and TSS >W 150 ffq& ' Eflloe d 82 = BW, _< 30 nV& and TSS < 30 mg& The Departnnent of Commerce is an equal opportunity service provider and employer. If you need assistance to aec m services or need material in an altercete &m t, please contact the department at 60 9-266 -3151 or TTY 608- 264 -sm. SW OLO7/M Z� 5 c-�y Rd Y Y 4-0 �� �d � W ' sc- $'41002. G + Rd `�Y A� Nw �ly� s w `li4 S316, Ti 8 t'� F6. - Z- O 028 - 10415 - -0 cs 4t-- c1 foZ17 8 A Qw► - / ° P ♦ 8 M- Z l M-13-2- 97,3 it _ 3 91- 3 B3 � o r a z <— 7S' —a–� Al. 0 PRD PER TY L A t St. Croix County Land Information Online rage i or parcel Computer Number: N/A Priminy Owner: N/A County Home Search Tax Record Documents Map-) Map ' Search Results Toss... - Tools.- TT 11 Search ResuNs -1 Matiching Property Return To Search Methods FCTY te Mailing Labels Grid 000 TOWN OF RUSH RIVER %CHASE LIST W, } Scalea'ffi 310 ft ttp:/ /72.21. 230.178 /website/LRPortal/main.asp o� e- '�i� D ,J 5/2/200( iL Croix County Land Information Online F$ge I of o Powd Computer NMnbar: N/A PilmmI owns: N/A County Home Search Tax Record Documents Map Search Results Too�s... w , i - Toole— Lill Sewch Results -1 NoWft Property ^+ Return To Search Methods N € i f ] Generate Mailing Labels Grid 028- 1045 -000 TOWN OF RUSH RIPER wM & I ISSA A %CHASE LIST , 2015CTYRDW, j TN RUSH R YER 35 � 3B ti } V•/ �� S VII ' 4 ) , .3 6 T Z - N.) R,/ 7 w Scales'= tp:// 72. 21. 230.178/website/LRPorW&aiin,asp 5/1/2006 OI ALUATION REPORT � 1 of 5 D s REC „EU wah Adm code County St Criox Attach complete sloe plan r X11 In must include, but not limited to: and Parcel I.D. 028 1045 - 70 percent slope, scale or , north arrow, and and d' nce nearest road TI - by Date P kdbnnobw you • (Privacy Law. a. 15.04 (1) (M)). Property Owner property Location 0 36 28 17 NW SW T N R E (or) W Wm & Lisa A /o Chase List Gov;. Lot 1/4 1M S Property Owner's Mang Address Lod # Block # Subd. Name or C%U 2015 Cty Rd YY City state Zip Code Phone Number [] Vtiage ■ own Nearest Road Baldwin Wi 1 54002 1 ( 7} 5 684 - 2975 Cty Rd YY a New Construction llseEj Residential / Number of bedrooms 3 Code derived design flow rate 4 50 GPD Repiaoement Public or commercial - Describe: Parent material Glacial Outwash Flood Plain elevation if applicable / a ft an Genera conwr ents 16” Mound contour at 97.3 ❑ 1 gi # Boring pi{ Ground surface elev. 96. R Depth m kniting factor __ _ n. [ SjAppllcation Raba Horizon Depth Dormant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in_ Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "0102 1 0-8 10YR3 /3 — sil 2fsbk mfr cw 2m 0.6 0.8 2 8-20 10YR4/4 — sil 2fsbk mfr cw if 0.6 0.8 3 20-34 10YR616 f1d7.5YR5 /6 Steaks sil 2fgr mfr cw lvf 0.6 0.8 F 2 ] Boring# 0 Boring 0 Pit Ground surface elev. 973 R Depth to kydft factor r te — in. Sol Application Rabe Horizon Depth Dominant Color Redox Descriptim Texture Structure Consistence Boundary Roots GPDW en. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "EIM - 01112 1 0-10 l0YR3/2 — sil 2fsbk mfr cW 2m 0.6 0.8 2 10-22 cw 0.6 0.8 10YR4/3 — sil 2fsbk mfr if 3 22-34 10YR3/3 — sil 2fgr mfr cw lvf 0.6 0.8 4 10YR5 /6 f1d73YR5 /6 Streaks s il 2fgr InEr cw — 0.6 0.8 " Effluent #1= BOD > 30 220 ng& and TSS >30 < 150 mg& *P&mt #2 = BC[ <_ 30 mglL and TSS < 30 rng1L CST None (Please Print) Signature CST Number Thomas W. Gedatus 1.� - 962178 Address Date Evaluation Conducted Telephone Number Stang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 5/5/2006 1- 715- 684 -5166 [ df1I,TMIM\ . 2 Of 5 Wm & Lisa A % Chase List iD 0 28 - 1045 - 70-000 paw property Owner Boring 20 El 9 # El pit Ground surface elev. 97.3 R D� to �9 factor _7 in. Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Corrt. Color Gr. Sz. Sh. 70 t 1 0-8 I0YR3/3 — sil 2fsbk mfr cW 2m 0.8 2 8 10YR5/4 — sil 2fsbk mfr cW if 0.6 0.8 3 20-36 10YR5 /6 fld7.5YR5 /6 streaks sil 2fgr mfr cW Ivf 0.6 0.8 Boring # Boring n Pit Ground surface elev. it Depth to WMMg factor in. Soft Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. *Eif#1 *Eff#2 ❑ Bourg #9 Pit Ground surface elev. R Depth to 111niting factor in. Sod Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW in. Munsell Qu. Sz. Cori. Color Gr. Sz. Sh. *EWI *Etf#2 * S klcet #1= BOD, > 30 <_ 220 mg& and TSS >30 < 150 mg& • Effluent 82 = BOD, <_ 30" A. and M W mg& The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an abarnate format, please eoMmA the department at 608 - 26&3151 or TTY 608- 2648777. sen433orarcR07M) has e L'. s" 5D 7-0 1.5 c + R Y Y a C + Rd 'fY oZ8 -IDtiS - - 7D - 00 0 w. C C (1, +ms C 5 �' �1 (o Z 1 1 `g o $� 96.Z - B-Z 97.3 Z , _ 3 9i• 3 BM -� t3m -i p s o z o a-1 o S� Sete 0 4 Z„ < 97• � l 6.3 I PERT X Croix County Land Information Online Page 1 of 1 Parcel Computer Number: N/A Primary Owner: N/A County Home Search Tax Record Documents Map Search Results �... T ~' ►' Tools... T il' C Search ResuN:s -1 Matching Property Return To Search Methods N Generate Mailing Labels Grid 028- 1045 -70 -000 TOWN OF RUSH RIVER WM & LISSA A %CHASE LIST 2015CTYRDW, i Soale:l "= 310 it kttp: //72.21. 230 .178 /website/LRPortal/main.asp Pa 9 r- - Y 6 �' 5/2/2006 St. Croix County Land Information Online Page I of I r LJ Parcel Com uter Number: N A Prima Owner: N P / �'Y A / County Home Search Tax Record Documents Map Search Results Tools... iio ® Tools... TT?1 Search Results -1 Matching Property N Return To Search Methods 4 01 �' Generate Mailing Labels Grid 1045 -70 -000 TOWN OF RUSH RIVER WM & 'S SA A %CHASE LIST 2015CTYRDYY, TN RUSH R VER 35 36 W l � y S �/ ,/y S 3 6� T Z 8 N) R ' / 7 W SCale:1 °= 810 ft. http: //72.21. 230 .178 /website/LRPortal /main.asp 5/1 /2006,- ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND / OWNERSHIP CERTIFICATION FORM Owner/Buyer (z o. G '`sue o C h use' Mailing Address Property Address ,�� rw -e_ (Verification required from Planning & Zoning Department for new construction.) City /State 64 l�� h Parcel Identification Number 0 - 2 8' - / 4 - U - oay • 2g3 $� LEGAL DESCRIPTION Property Location '/4 , Sit,/ '/4, Sec-3 T Q? N R I W, Town of Subdivision _ - - -_- Lot # Certified Survey Map # , Volume r1 , Page # Warranty Deed # q ? 3 1 , Volume / c ( , Page # Spec house yes no Lot lines identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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 §Comm. 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 master plumber, journeyman plumber, restricted phunber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pining (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 Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my /our knowledge. Uwe am /are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of be rooms 3 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. 08/05) A - 1966 DOCUMENT NO. — w AAt�Y a tMU 1~2 assaweo rod aseeanING oats STATE BAN OF wiacoE .tAZ)� lro ltl[ ! — Il1p K �► M M W " • Stephen A. Tonozzi and Sharon L. Decembe 21, 1987 ... .. .. .. Tonozz :i.,...husband . . ::_.na...wIfi' # : "5fhE ............... at 1:50 P M li tenants, .................. ............................... ..............................................----.............................. ............................... d Orti convey, and warrants to ... yf 1�. ��3. t1A1..)" I,... �JS ....dTla...Li- ssa .............. .............. A.. ...Li st.,....hunband...and...!l et..as.•aurviv.orst,ip..... y . marital propertY ....................... . ............................................................................... .............................. ...... ............................................................................... I.- ....................... - - - _ —_ _ - - -- _. _ - -- ................................................................................. ............................... suer. To ....................... .. . .......................... .....I ..................... _. - - - -- - - -__ - -_ the following described real estate in .........St.! ... fP.K94A .................Coanty, I State of Wisconsin: T= Pared No: ................. . ........... The North Five Hundred (500') feet of the East Nine Hundred (900 feet of the Northwest Quarter of the Southwest Quarter (NWk of SW'h) of Section Thirty -six ` (36), Township Twenty -eight North (T28N), Range Seventeen West (ROW) . II li 1� II W I O F 0 1 This ..... 1.s.-- •------- - - - --- homestead property. (is) (ItNo" Exception to warranties: Easements and restrictions of record. Dated this 2 nd- ------ ...... day of .............DEGE F .........., 19... .... ..... ..................................... (SEAL) . 1�-�... •.... .... . ...........(SEAL) S hen A. Tonozzi_ • ................................... ................ ............... . . .. ........ .. ... ...................... ............(SEAL) .. ... - -•-- -- .....�-- ........... ...............(SEAL) Sharon . . ... L.. ... Tonozz . . . . ' --- •-- ------------- ••--- • - - - - -- .............................. .......- ....- .... •�e��iw :nA"PInm ACENOWLNDGMZNT R . PLEASANT VALLEY /RUSH RIVER PLAT T -28 -N • R -17 -W ✓ (Landowners) See Page 112 For Additional Names. HAMM AGE 36 1500 1600 170o PLEASANT VALLEY RUSH RIVER 1800 Both AVE 2000 2100 (0 Steven Rena g u e . ^: 4 may n & JI in �C ulme t 1 : cN z ` Kenton o ama y,J'a1.m@ Wilcox -° Merritt Allen Charles Helnbuch 79 tr m Y+7u� tom 39 c, 80 27 n Hansen tNiuist Tt� Hanson I + a Nyhagm $ p� w . �+ e I �_ ° Amt etal Trust , � t»m - r o: , a ,n Lorraine = a Tru t y Richard & cars 144 d17C maS3 103 1 Merritt 75 o x Titxt 119 m.d<se ean R, 38 5 h E w V R«.am rust .- In �eazson I 34 0 ,�. tr i so 2 t eck ' Ridge w,r ms �� 94 Fl 129 4 Farms Ix< 3s 110 t ompson y 5^ ry g s Fl 37 a8, C nvkl @ Jame arms ° &5g )on Peabody �?'gg 78 250 J>8 e �� Hrnd- .. yggm ,�a' @J h r m a Sta r g Farms S 1 K N 79 Ail 7C xis,%1 rickson 70 ', iZ2 "s;.g. ^ � ° 2 a k 122 z 5 Inc 7 emto � ' z , 2 x> ,., M, Iorm& Beth, k AVE ,4 leH,.ey I Herman & 1 n N ,a ^ smear. . SO° 5 C"� )EK t s � e Delores 5 Donald & Christian ► Jr 115 40 Huedrd ymes 75 63 Heinbuch ,n Wa a Hanson n.wl Michel v, Thomas& o I IoIm & Trust fO Schu '� x W& o @ c.-k & � .- D R I I s; im -.a1— ss Bonnie N van- � ed dy 3 avid 1 157' Robert 160 ' 78 149 30 ' d0m 4s L.— ' Moe 36 3 s 60 R g 77 Q. See 2 &Mary r Zwald & Q ` ' 1 1� a g lulene m 0 @ x 13 157 J eanne & ° I Bomaz of Bomaz Bahnsen Fairmont 9 Q s{f� Erin 7 8 j9j r. Owens Inc Inc 115 In acros ,'9;:.° 224 t7 c 3 �,X7 • E 3 Tubman 80 35 _ ; izo , 7 X3'7 N ., 3s 6 �• Fredric I a! n 1 1 « s L<roy@ s Owens `.._ v o° Family u Gerald. q ai 3 $'. w e 7 Family sqqq Sh aron ma d 9 Wm & I Glen & ° _z a 40 2 2 7i on De & Kt Darleen R g #" $ w<�aea< iyp - arms I 0 2 ,'� 7rust791So AMahi � $ 8 � StoPPd a o o Mohn 240 �St� q�New6o r s 3 & 8& QQ 150 ( 35th WE So UP I n 160 aim. 80 eo 160 ^ ary J a I m v & s" Ten @ - Thomas Lloyd & Lesli < w Stan- Bomaz x� Suck z0 wet @Mary Rm, I Weber & o n JJon Kazw& V. John S I 40 Ilnc m ob t'm< :a is Trnst 4 115 W-12 Aaby 40 te� 120 Walton F Larson �' (Afdahl & Ffdahl 60' 60 John @ o ictot 8 r A wm m a K " C a Mary Trust • a e Newmann taut a . w dm { g is a Man a 199 e Z Behllng 125 40 20 1 °"°'°° 80 6a s 45 "a tr :s 3m s 38 "'°". K e 80 CE 159 139 a ?. @ am O O o J O" 30th A` E 1 &Y J @ M ap V Richard & NIR< ° a s .+ 00 e�m. S 75 C iw>u Donald & *�� Kt!rt etal s S D • D @ s LLc 'd DoroUry 40 C rs Schmird Fairmont 40 39 +o uc 3e 81 a Wayne )awbson W ti }�', , °S ° c b a Schulte v� David & H ter Farms S ,Z, ir ac sac aZ 240 rd u S C SC A Jaen Lan n Inc Thomasd°rie N An 25th AVE U 40 33 3a: 155 152 K 145 40 Inc , 40 � 40 Inc Clarence & A 80 �Oei & � Nl<Lard @ I@ Tray 85 Ja cobso n 8 40 138 1 Nelson ^� 80 22nd WE Schultz 120 "4 & Katho wmlon4o f5 `h`°n4o SMRRitsPerl y $ John & State � K)m & Bruce & H n - J Bs � 1 - $ of Dorothy v6taoasm I .1 9 Raelle L uella umber T a R ] I 63 , $ Hartle 72 c DNR 80 40 °Z 120 40 )orae 80 11 - 40 _ 160 _ _ 1 _ _ _ _ 200 ❑> James �T z ad - Lee & f Lem Lee & . o Fosse lx:m3 ^ awam< e etty Betty & 78 20 50 enmont S ao 80 40 J so n 4p 40 J 40 39. Jason 80 $f 40 Pte 79 Y 401 18th AVE 120 n ' ✓ J 20 O J o J„S „ Ill a °° s w�. Dean r u Eric & , wanaa Co1kY &! 00 m Charles a n000a ° aM y ss. t Charles R ,__ G ' us Suuth Rare 2 u r@ Langer Icken '— N Q 3 Michelle I 4o C ° of F 2 90 Mt 'e " 1 u Io 8 �' Pi qt , � ' 1 a90 Swenson S L �` 136' eske a�1 °'8 tg 20 s 25 Mats &David rk �'r,. E 23 9 3 's o '" a �, s o. «95 , r+u�e Eticksen snider Kral 1 80 t- 60 ° 80 a,< a, mo s � ^^ 3s 64 53 Clarence 164 Gordon j•seph & Lawrence H & uth 'mow a e o eke Ricky @ Swenson @ Ron Mary @ Shaum ,n Nolte Thomas & Robert & C Cheri g , DdRVa Gebvt 1 shad, a Ann Sharon @� o Randy Marlon I coal- r Koenig 80 80 111 49 ; etai Rushfeldt 80 Ra s _ 12 28 icy 40 inin sander 60 i _ _ 720 Au �3 mRnBS _ 40 40 150 +o - — - 1 Robert & 2 — - c a $ - — - — eo m< s 20 e John & EEk° Carole w� t ot lar AVE J Michael Kathleen gg in i - I Mac_ Fula ro _ W Kerry ' Swenson 2 )amen era v 30 = Tho son y<d, etvir 1 Harley & Dana Licht t- 77 °3 Freeman 0 . Am-e 84 ' 20.a�N 3a 40 e 40 Swenson Timmers „ Francis& 60 Yv' Z— nIi 40 ` th Tmthy nn@<w ° Eleanor Karl " 160 ^ Karl VE , 31 80 a u Schiltgen 80 c o M s g 'nve KazLson @ f� a a, 120 108 224 20 z0 M uao 20 50 a 40 0� 30'1 Tom & Rok<rt @ gsI <�o yt „ " Ram @ BreR s YY Cbatke & To Cannon F- R'�n" Mark & dle Henry @ @ John Je '" harm 0e B emao Barbara allm tern- Nmcy Mon- Leanne �� wend- ao Weyer D an River rn 4o M«Iter 4O roost Orvin icken Owens Jz son 39 40 7 5 wdao• 40 120 Mary Ranches s m .. Todd a t2o Peterson o NEW 143 ,s N Janerr Harvey Dmols LLC m c a Mans -- < 80 C ,�jE - Au Thorn HeOkema Frttsch && 0 3 38 72 0 _ _ 160 L _ 120 _ eo c °°°° _ ao _ _ �20 '. MLLE _ y _ 70 °' ' `� 1 4 36 3 M PLEASANT VALLE SH RIV ER PIERCE CO. PIERCEIST CROIX RD MAW ST. CROO COUNTY FARM BUREAU /NS11,WNCE "The Voice of Agriculture" CO WN✓ES A Farm Bureau Service Agent We believe in the future of agriculture and our area youth through Ken Singerhouse sponsoring 4 -H and FFA members to leadership training seminars (715)- 796 -2207 and workshops. We also support numerous agriculture related 960 promotion events, including Farm -City Day, livestock auction Hammond, Wisconsin 540 15 Davis Street • Box 1 at the County Fair and legislative workshops