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034-1080-70-000
Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 Visconsin www.commerce.statemi.us /sb Department of Commerce www.wisconsin.gov Scott McCallum, Governor Philip Edw. A ry January 03, 2002 "1 CUST ID No.267341 ATTN: POWTS Inspector ARTHUR L WEGERER ZONING OFFICE ' -f +♦, WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA PO BOX 74 1 101 CARMICHAEL RD { �' RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/03/2004 Identification Numbers Trgrsaetinn rD No. 699515 SITE: Site ID No. 639998 Peterson, Jeff & Candace Residence Please refer to both identification numbers, 3201 70TH Ave above, in all correspondence with the agency. Town of Springfield St Croix County SWIA, NWIA, S36, T29N, R15W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 825376 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD- 10573 -P (R.6/99). • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the Mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The existing POWTS must be properly abandoned per Comm 83.33 Wisc.Adm. Code. • Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • 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). In addition, 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. I ARTHUR L WEGERER Page 2 1/3/02 • 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 83.52(3) 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. • 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. Stat 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. 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 Charles L Bratz POWTS Reviewer 11, Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz @commerce.state.wi.us nsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix and Buildinprvision INSPECTION REPORT Sanitary Permit No: 420449 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Peterson, Jeff I Springfield Townshi 034- 1080 -70 -000 CST BM Elev: Insp. BM Elev: BM Description: 101)-6 Zo 5 1 fevf_ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic D Benchmark Dosing - 6s.� .Alt. BM Aeration Bldg. Sewer s _aAA Holding SUHtInlet A_ 93,3 TANK SETBACK INFORMATION St/Ht Outlet TANK TO P L WELL BLDG. ff nta e ROAD Dt Inlet ✓ Septic , f l,r} �� � Dt �Dosing 7 / I �� Heade an. � / Aeration Dist. Pipe C,P r 1 � y. z 9��» Holding Bot. System PUMP /SIPHON INFORMATION Final Grade 3 . v T7 Manufacturer Demand St Cover GPM • U Cr> • 3 Model Number � zf 9 TDH Lift Friction Lo System Head TD t 3 • •ZS ForTgn Length ► Dia. q Dist. to Well SOIL ABSORPTION SYSTEM BED /TRENCH Width ^ r Length f No. Of Tren _Wes PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ( /�/' �/� / .� SETBACK SYSTEM TO ✓ " P/L BLDG WELL LAKE /STREAM L ACHI Manufacturer: INFORMATION Typ Of Sys 00, I r > I Z5 / CHA OR ,�,N/✓,,n` Number: DISTRI TION SYSTEM (� Heade Manifol Distribution I x Hole Size x Hole Spacing Vent Air Intake ZN Pip e(s), �jj I / 3 >, r� � , Length t Dia gth Dia _--_ Spacing C ` W SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only ! G f Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center / Bed/Trench Edges Topsoil Yes � No [J Yes No COMMENTS: (Include code discrepencies persons present, etc.) 29 Inspection #1: / /0 /� ���In 0 Inspection #2: �a / Location: 3201 70th Av / enue Knapp, WI 54579 (NW 1i4 NW 1i4 36 T2N R15W) NA Lot ,'! - Parcel No: 36.29.15.53 1.) Alt BM Description = ST` C4Y�" AFY t.S77A � �/ M0V4� Y �� � 93- 2.) Bldg sewer length = 5 / .76� �S 4 ,6 vra dq (M,( - amount of cover / / 3.) Contour = q j Q r -- i Plan revision Required? ; a Yes V11 Use other side for additional information. SBD -6710 (R.3197) Date Insepctor' Signature Cart. No. P-0- Box 7162 A 201 W. Washh -7162 1 SAMe �Addwzs t4 41 Madism W1 53707 Visconsirn 3 0 De artmen t o f Commerce j /0-7-0 SLik y 'W Permit Application sanitary tuto melon yo u provide U ChcC1 if Revision In accord with Count $311. Wis- Adm. Code. PC-"W ma lir be usod for Pti" !AW, S15. state plan D. N W" *W11 I , q 1. App � r - P lease prild WAS Plan D. e- t umber p ()wner's NFAY%c SEP 200 a 3 lG 0. Zq. 5. X38 p rty IA-cauon 0 t tjN P rc p cny OWLIC. s ST C '�-� I,/,Cu A/W 4. $ 2 1 t G OFFI 14 t "6::-- Block Number L4(n lquntnr State zip ( ivision Name t-SM Nunil-cr 2-- Licity u ildii:ii (check �nUtb�at �Vl�Y) a 9 r ,,il y D - Numbez of Redr - W--k-44 -- �-, 2 b i p U PubjcCunwcrcin1 - Describe Ilse Rand n- st awned 9 /X 6V dj:5 0 A;, %L 1 � u pl e te 1jue B if app , applicable) C 6'- IxI. Type 7" --- Rae A bering schane for intern of Permit (Check 2!�X One on C ounty — - Tor - C - 11 - "e . of F6 06 . I. Mm s y getto 3 RqA=MC Addition to 1 0 New 2 D21C Issued System Pernik Number B 0 Cheep it Sanitary p ermit pmvwu* ]sued scheme is far WerM11 use) of p (Cbe&- 0 that appW 47 U Sand Fiber So I Cortstmaed Wcdand 44 0 No, -PrISSA16zed Ln-Gtound 21 ❑ Holding 48 0 SiUgk Pass 5 1 L1 Drip Line '22 0 pressur In-GTound 3,) n Other U Arbir u 49 L I Reci 3dnt.-- - 45 Ai-GrAdc Fula Ormadow- System FitVation V- t Ayea 1W. Sol ApoicatiOu R2 Idcvation Design n1aw Dispersal Area Armt R (Mill-floehl RequirrA /.2 z 1- Mamfactuter efab Site Stee 1 Capacity in Cowctr, Constructed 01 N9. Tank WO allow of T..% qr6 0 ctv Existing V*•or"' rl lob 'CS'O . septic of lluldiatt T- f i at the po-wrs shown. on the attached plant. - bflftY Stlteweilt 1, ed, assanx PRS Nuno-r p Ph.- Nmnbcr MUM 'S Sigmw- J G, i'lumhe N (Pratt) Ct y i state. Z' SiguatU Ls j N t j tanips' ar triten t Use . 0 Issues 6suill • Cm rt: Id Permit FCC teludeSGIOU Date Permit aintary u 'ge Fa e) I- =?pproN7cd-711, Disapproved S Fame) 10 Given Initial 3 Lt.rrrfina,,un / O � � - Condi�qm�,,f Approval/Rea-sons for Disapproval aV V 14jRAN2)6= ?jz Eit'-'r7 IJ -IA7"j TV 13 G f3-1-0-1 ?A Inches In su dmpbru plms (to the County adz) for t h e $" an 7 1(41-d A • PLOT PLAN • Page 3 of � Scale ems' tj C + W" J IN U� 1" 3 � X11 l a P doe -�i,oN sicc.�`l�,l� �O ` -4ti i5 `_� 31y" p�3C _ PL k?E . ►.�l L t} 1 =— 3 B�tZVy 1 br"1b4 - 2 O BMA rn l`K�1z C3. Z Vt. Lam �o� - q�.s, s,\ Q t -7 N / � 0 b .ate d S Sd �( FrBf' plzR WC�E� �y 1 /is a.3 be, so` of `� -tu- `� E 02 Q \ STUCZ.�3 _ NOTES: T*ls mizA 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 1 000 6S O gallon capacity manufactured b _tivti�)L JJl 14 -1800 Zft- 4. • Bench mark S sa�_ PrgOVE �. Divert surface water around system to prevent ponding at the uphill side. Safety and Buildings ' 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsin www.commerce.state.wi.us /sb Department of Commerce www.wisconsin.gov r , \ .,.__._.- ..,. Sco iylltlrh,1GLmor ,._ Phil'' MiN.'Albert, Secretary January 03, 2002 CUST ID No.267341 A7TN. POWTS Inspector ARTHUR L WEGERER ZONING OFFICE Q WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA y PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 01/03/2004 Identification Numbers Transaction ID No. 699515 SITE: Site ID No. 639998 Peterson, Jeff& Candace Residence Please refer to both identification numbers, 3201 70TH Ave above, in all correspondence with the agency. Town of Springfield St Croix County SWI /4, NW1 /4, S36, T29N, R15W FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 825376 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P (8.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD - 10573 -P (R.6/99). • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the Mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The existing POWTS must be properl abando nPr C'nmm 83 33 Wisc Adm Code Limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • 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). In addition, 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. r ARTHUR L WEGERER Page 2 1/3/02 • 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 83.52(3) 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. • 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. Stat 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 /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 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 Charles L Bratz POWTS Reviewer 11, Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us TITLE SHEET Page ( of 7 FOUND SYSTEM FOR A 3 BEDROOM RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD -1057 P and the Pressure Distribution Manual SBD- 10573 -P C R. 6 /g9.� - Ivl,J -IJ[Aj flop C iz. 6 log LOCATED IN THE S•J 1/4 OF THE NW 1/4 OF SECTION .3b ,T Z N,R ) 5 W, TOWN OF SP Tr INJ G f L FLU ST, CkZU lX 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 �`PF - 1�l�Jp CP(I�i1J1!YCE- .pL'�t�ON PREPARED BY Lz1EGEt�EFZ SOIL TESTS NG AND. 3�ES 3 Gam•! SERV S CE P.O. Box 74 421 N.Main St. � re +J►,y River Falls, WI 54022 ���'` .a��;� Phone 715- 425 -0165 'k •'' Fax 715- 425 -6364 AQTh^1N $! 'E6 ERE a t OS 15p ELLSWORTH $3 WfS. 1 y Y C. m lull ► ' dA® ��� j c n; r• APPROVED�`°���•s`� 0"Nff 8ff OF COMMERCE sEE comEspoNDENCrt JOB NO. X 1-30 9 I I _ I i v v� - ' X �w',... ... .,.r. tr, � ��vp .y .. ,,...�:'� 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. 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, 9 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 8005, 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. Pcnding 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 [SBD- 10572 -P (R. 6/99)] arid 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. Contin9 encv 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 `l is - 38( l[ 6 80, Ste- CU LX The system installer at - 1 IS _ 6 9 2 - 1 2I6tj s7rxx The tank manufacturer at ��Q _ 3?.S -��S(, w U35k:Dz The effluent filter manufacturer at The pump manufacturer at PLOT PLAN • Scale 1 "= 3O' Page S of � a p doe -�,oN siz��re,l�4 �t ^ t000t • Lazo � o` uu'� ray •- - - -E2: ab__O _o!v _6: [ t c=; 31 y PVC ; P� E wf LY)TT 3 a�t�.w1 1 3w1 d4-2 bg Z 6% 6 �_ ou RV�`_ $•3 6 8. SO OF I - IAjCL U2 Q \S�iU�c.�3 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 1 /6S Ogallon capacity manufactured b 4 . ' Bench mark s Ste' prsc7Ugz 5. Divert surface water around system to prevent ponding at the uphill side. page 'A- - 7 Ac S vnthet i c Covering AST! C33 Distribution Pipe Medium Sand l G Topsail c- =- := ,� F glev. OLI S b 9 . % Slope Distribution Cell of Force Main Plowed 2" to 2 Aggregate From Pump Layer �t. E 1 -31 Ft. ON OF A MOUND SYSTEM CROSS SECTION F O -`b Ft. G O. S Ft. (� ° I Ft. H 1 - 0 Ft. Linear Lo ading , . S R. Rate - q q O CPD /IN FT Design Loa5na Rate= (5.g3GPD /SQ FT j 1 Z Ft. �rsr�uSo��s Os� J Ft. K 9_ Ft. � -n�to Dncitinn L 6, Ft. - W Ft. aa, L j - Observation Pipe E � K __ I x /613 _, Force Main w Lr_ -- _ - - - -'_ ------ _ L�� Distribution F ., z ��' 2 Cell of z to Pipe aggregate 1 Observation Pipe (Anchbr securely) PLAN VIED 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 final _ade. 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. T`t P 1 CIS L . �,ZqS S . _5'�� T101•.j PVC PN4 Lateral Manifold Lateral C Lateral X x x x xn x!Z x x x z Lateral Length — Lateral Length — p Distribution Line • � L`PrN V \ E� - -- P -� r�cC�s sox S FVC wQ� � rjzN i o -- - LQ . � •- ice P z Ft. Hole Diameter 3 1 t 6 Inch S 3 Ft. Lateral I Inches) X Z 3 Inches Manifold Z Inches Force Main " Z Inches of holes /pipe 13 Invert Elevation of Laterals C 18 , 0 Ft. - Combination Sept3.c; and PUMP CHAMBER CROSS SECTIOM AMA SPECIFICATI NS 0 PAGE (vj OF •VEUT CAP WEATHER Pit00F JUUCTIO BOX . ti C.Z. VENT PIPE APPROVED LOCKII�JG 1 10' FROM DOOR. """HOLE COVER P .iINDOW OR FRESH L oia wARtJ11JG LP.gEC., sP�1nC1J PIPE ALP, � cDUIr 1 Fl Ivi tgtt£7 `f MiU. GR VO 18'Mlu. IAJLET PROVIDE 1 -- — „ AIRTIGHT SEAL 8 �1=FLC I Approved zfatt- � °A ��I Approved joint if/ x_1800 � II I joint w/ PVC pipe ALARM PVC pipe 0 00 if • - �or� sy�.��� i I I Oli I o I �,OC� I CLCV. fT. J PUMP --� OFF 0 - COMCRETE Z. q.C�• 0p I BLOCK Fu56R EXIT PERM11TED O►JLy IF TAWK MALILIFACTURCR HAS SUCH APPROVAL 3"AFPf2�FD .BFDO t rv4 SEPTIC E SPEC IFICATIOUS OOSE TAW MAI,JUFACTURCR: -Wl��Z eQQClL 1JUMBER OF DOSES: • P E R DAB TAWK 5►zc : 1000 A SO GALLOIJS D05C VOLUME z ALARt /" 11JCLUDIAIG BACKrLOW L OZ. GALLONS MODEL 1 JUMSER: 1 -Q I LU v CAPACITIES: Ac IMC14ES OR GALLOws SWITCH TBPC: $ a IIJCHES'OR 3 � G( LLOIJS PUMP tlAWFACTURCR: GOUL -OS C: 6 INCHES OR ly Z GALLOUS MODEL NUMBER: EPO S 0= l � INCHES OR ?.C)� GALLONS 5Wt7CH TYPE: �ZC-� -�1Z IJO7E: PU11P A1JD ALAR'1� gR[ To 6J 6 . MIIJIMUM DISCHARGE RATE CpM INSTALLED WJ SEPARATE CIRCUITS VERTICAL DIFFERE BETWECIJ PUMP OFF AkJD•.D15TIt15UTI0W PIPE., �'� FEET t MINIMUM NETWORK SUPPLY PRESSURE , 3- z S FE ET tZ - SXl.3, + S Q FEET OF FORCE MAIN X S _ Zq F j o FLFRICTIOW FACTOR FEET TOTAL DyWAMIL HEAD FEET As per manufacturer J gal /in. Liquid depth 16 `� Goulds Submersible Effluent Pump 3871 EPO4 EP05 APPLICATIONS • 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. dry without damage to heat transfer. ■ Motor Cover: Thermo las- Home Efflue systems components. Ava or automatic and tic cover with integral handle ilable fi • Farms Motor: and float switch attachment manual operation. Automatic EPO4 Single models include Mechanical Heavy duty sump g e phase: 0 550 , points. 115 or 230 V 60 Hz, Float Switch assembled and du ty ' Water transfer � ■Power Cable Severe tlu Dewatenng ,_�, RPM, built in overload with rated oil and water resistant au preset at the factory a U , Peer and tomat ic reset ■ Bearings lower SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing 115 V, 60 Hz, 1550 RPM, construction Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo - c ' Solids handlln capability: automatic reset. .s/ ,.Solids -. li -9 y P tY plastic Semi -open design with vanes AGENCY LISTING a maxim'u`m:' ' Power cord: 10 foot th pump out f • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. Co. Canadian Standards Association ,otal heads: up to 24 feet. with three prong grounding Discharge size: 1 NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers plastic enclosed design for „ „ „ • Mechanical seal: carbon- length, 16/3 SJTW with im roved performance. end in F or AC „ .) rotary/ceramic- stationary, three prong grounding plug proved BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged MR e Temperature: thermoplastic design provides 104 0 F (40 °C) continuous superior strength and 140 0 F (60 °C) intermittent. corrosion resistance. !,Fasteners: 300 series METERS FEET stainless steel. 10 _p ; • Capable of running dry without damage to 9 so -► � 5 GPM r components.`'' t Pump: EP05 _$ • Solids handling capability: 0 25' maximum. W z 1 �.0 • Capacities: up to 60 GPM. s 20 I I = • Total heads: up to 31 feet. j Discharge size: 1Yz NPT z 5 Mechanical seal: carbon- ' c 15 rotary/ceramic - stationary, a 4 BUNA -N elastomers Temperature: o s 10 X104 continuous � Pol 1401160°C) intermittent 5 - - '� ,Y 1 n 0 10 20 3040 50 r G_PM 0 2 4 ” 6 ?8 " 10 , s °;12 CAPACITY ©1995 Goulds PUMDS. Inc. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ` of Division of Safety and Buildings 0 in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. O 0 - O - (3 —OUO percent slope, scale or dimensions, north arrow, and location and distance to nearest oad. st O u-COU Please print all information. R q6_ _ Date Personal information you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). 1r7 Property Owner Property Local: w � �� P� ON Ge4.het _S W /4 NX71/4 S 3 T Z N R 1 S E( ) W Property Owner's Mailing Address Lot # I RbcKlf I Subd. Name or CSM# 3 Zo 1 c� T\E� 6 EN v 1: — — — City State Zip Code Phone Number ❑City ❑Village Town Nearest Road -NPCQP LJI 5���9 t1LS)_ � QLZ SP'�tIsvG �=1�Ln �D`iH "WtEC' ❑ New Construction Use: ® Residential / Number of bedrooms 3 Code derived design flow rate U u GPD ® Replacement ❑ Public or commercial - Describe: n Parent material G LptC, t fj 'b Zl h OU t~ 2 Flood Plain elevation if applicable r1 ft General comments S ��STQ VU L V P l.-ft?vD S and recommendations: Mi )U1vp wl 4 KS 0N d -e-LL, Boring # [] Boring 3T CAOIX I ® Pit Ground surface elev. • S ft. Depth to limiting factor 3 n. 00WMG(1S "' ' - ) 6 Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bo dary Roots P /ftz 5. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ` *Eff#2 1 0 -9 I U IL — sl I Z` vn v �v • S , E3 Z Q -Z3 10`�R fly — stl Z`FSti+� 3 Z 3 - - 1 - -s L12 y /Y - 36 - Z lD`-t IL 61 �-L`� Z •S �-t2 S�8 `�S a.s I caw, /� 1 — . 3 . S $ft c i iz c�'V'1 s I , m j a Boring # ❑ Boring ® Pit Ground surface elev. Z ft. Depth to limiting factor 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description -Texture ttructure, Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 7.S 3 s E yvu IBS q • Effluent #1 = BOD,, > 30 < 220 mg/L and TSS >30 _< 150 mg/L • Effluent #2 - BOD s < 30 m91L and TSS. _5 3Q mg/L CST Name Please Print) ) ,,,/ Sig lure CST Number Arthur L. Wegerer Ol. 220254 Address W e g e r e r Soil T e s,t j n g ,& . ae s i g n Service Date Evaluation Conducted Telephone Number 421 N. Main St. River Falls, UI 54022 1Z_3_0 � 715 - 425 -0165 i - Lod- 6- 6b -o0� Property Owner QFSOf�I Parcel 1D # 0 3- Page Z of 3 Boring # ❑ Boring ® Pit Ground surface elev. (-7 ft. Depth to limiting factor -3-3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary oots GP 2 rY D /ft In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z -Z� 1O`1R316 1 SO 2` Sbk k Ft- Cw \'S as -1 3 Z 6 -33 0 IZ 6! - pti„ wt U)T - as — Ll , b 33 Sa l 0`t2 b ly S 18 ecsl pv►� I • 3 . S S 1vU1 q Th'1- 81 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 /ft' In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑Boring # ❑ Boring T_ ❑pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots. GPD /ftz In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 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. seos3330 trt.6root PLOT PLATT Page of 3 Scale 1' =3Q' �t w 4 Ti4 r \vV 0. 1 P Loe�,o� s1� Te.l�4_ 7 x sr :PE - ,^ti l � _.___.ErL. L00 O�oly :6`_, 3tyaQVC E .►,�LCt`I'ff -- 3 BflR.wl $r1y Q•�- rroucz �, qZ. a dA4 x QL ��- q-�.s o, 8,. g3, 33 ba, 2(, t `1 /�L�o - Ft,L 1 S 6 L1 S 1V E I'Ib QDT c-r)m p r� c-r DV-' p k s7urta T`c}'L.S 19'tZ.k"H 12 - (3 ) 715 425 - 0165 220254 _ U , CST Signature Date Telephone ITo. CST No. Job NO. f (1.... i'��y' yt. }� 1't�3t ?C5 Y '.tfd rit s - IC_. do zL u'u _i 7 r3 s 1�ht.afrM t H' ilIi}GFi! Zu` 'J. L: a t�Z ±SC..t t ,, nn TT S -q'7 4 -1 O '1 h✓��j'� Lc , Pare=! ii�c ttaicttt r2 lt� >.�t�i + - L_ ^ _ to . U _ 03V - /O ,eO - (o O -GL� C 11 �, l 7 j;y '�'"i ., . litert't/ ',.•,,, ,fit:. ____ - -_. ..... __. -t �`__. _ . - - T -_ r. "1 r N Lot lines iflennli fiat] l.t: vs ;__, ;;m', t v ; f.. s s t � �z�;.+ +Y9 .a�.� �t r' yrurseptic,ystecicould.re �t d ix_ �'t L. t .. �..>'..� pu.: ini4 the s si:: <.:; �•7pLntl GT LlSt. '131C1111a tIltt:Aailtt, Of ti sc u � . t - iL t m - .ve —l =�l Tl; CI" E1f)Y t(. . e F,,n ' d } L 41iS14 7L ! } �tC:s :.. t It 1; t3;1c V.?t it t?7 Fll4 S; l j.i <. tau! as a "a£ltler -A 5agc iii tt7(. r '3' T ]_?C}Eil'LRtif:Rt n Gf`CTIfiGdYtt fQ'71l sign d y fl OwME auci by pTap','rT(y (ilWM'T f 17—cS t4 1, t4 St. LFOFl� UIll3t4 fi ttf? th l 5 {C.VS'9SCFdlSp iti S ='t ` i 'a1�5$,"yTi7#.fF.E.� tF�k, iCst i.?. €_fFYiR .�ttl}'ll.t� i, FL F '.)�" 'r x _ e5 ICk. F vj t F3 lS7C r4)Ddltit}1I And/or ( 1) after 1y1�_Tcj,i L and Fl` i - tt t t 1 F 1 s' t iii is t PjClt TL SLIut 11f,F1LS tlCs u�' l v Q '`,. a wt't> r i /,S St)1� tI . t �Cf�111C tt t e r 3 itld tz lc«�t.0 M Lru �t l�ati�rat� s Com nl t ,� ce'witwil— . _ r.!-., `?l'C by ii1C" t�_.ltittl7t�:Tt4 4f t.t?t'rtl73e - LGG - : 111d tll�, gip+ ::::p +� }�ste �t�s ie.�tr ajaiutainwc� must be c��sceed anti rc: lravd M �St )T , ti � 7� f t t it t T ,oif ano Ali stalcawut., Un t yet 7 D(4 �Fc r� r{..IO -�f 1T r� 't' 1' rcc f C� 1 t ; 4 1 i. DAIT s, t APP Tt it l t rtlncnt 5 3 - 1' I n < CZI�• =' )tt:51:1?v f iT 'j '� lli. kl :+ '° ft 1p1' ai fittYa)t. d wanaul del-ti FS�tYz ft!c i2 t.f � ! -.lc c� ilk C•+ Y as ,upy • VOL 14 PACE 62 I E�Od 159 KATHLEEN H. WALSH AR TY DEED REGISTER OF DEEDS Docume mb r ST. CROIX CO., WI RECEIVED FOR RECORD Eugene D. Larson conveys and warrants to Jeff R. Peterson 03 -26 -1999 10:00 AN and Candace L. Peterson, hus6 and wt e, o In YARRAIiTV DEED survivorship marital property, the following described real EXEMPT M estate in St. Croix County, State of Wisconsin: ERr COT FEE: E TRANSFER FEE: 273.00 RECORDING FEE: 1.00 PAGES: z Recordin Area Name and Return Address WESTCONSIN CREDIT UNION Post Office Box 160 Menomonie, Wisconsin 54751 034 - 1080 -60, -70Q� arcel I en I Ica Ion Number) The West Half of the Northwest Quarter (W '/z of NW '/4) of Section Thirty -six (36), Township Twenty-nine (29) North, Range Fifteen (15) West. TOGETHER WITH, a non - exclusive driveway easement in favor of Grantees, their heirs, successors, and assigns over and across a parcel of land described as Easement "A" on Exhibit A attached hereto and made a part hereof, and RESERVING, HOWEVER, to Grantor, his heirs, successors, and assigns, a non - exclusive easement over and across the parcel of land described as Easement "B" on Exhibit A attached hereto and made a part hereof. TOGETHER WITH, a right of first refusal in favor of Grantees only for a period of three years from date hereof to purchase Grantor's adjacent land described as the East Half of the Northeast Quarter (E 1 /2 of NE %) of Section Thirty -five (35), Township Twenty-nine (29) North, Range Sixteen (16) West. Exception to warranties: all easements and restrictions of record. This is not homestead property. Dated this day of , 1 'Eugene If Larson AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ST. CROIX COUNTY day of Personally came before me this 1999, the above named Eugene D. Larson to me known to authenticated this _ day of be the person(s) who executed the foregoing instrument and ackn ledge the same�) signatures _ Sigwo ;:re type or print name type or print name 1u TITLE: MEMBER STATE BAR OF WISCONSIN Notary Public St. Croix COUI �+9T^ Of (If not, My Comm i1ssion is permanent. (If not, state expiration date: authorized by §706.06, Wis. Stets.) I t ` ' THIS INSTRUMENT WAS DRAFTED BY 'Names of persons signing in any capacity should be typed or Thomas A. McCormack printed below their signatures. Baldwin, WI 54002 I Informeuon Prolesiicntls ComPwY FaW du Lx. Vos sin eoo- 5W202i i V OL 1,4 11 PAA9 S, EXHIBIT A EASEMENT "A" A 66' wide strip of laud for ingress and egress purposes located in the NE V4 of the NE V4 0f Scctioa 35,729N, R15W, Town of Springfield, St.Croix County, Wisconsin, more fully described as follows: Commencing at the NE corner of said Section 35: Theme* S00 "38'37 "E 3100' aloal the East true of the NE' /. of said Section 35. to the southerly right-of- -way line of 70 Avenue, said pout also being the POINT OF BEGINNING: Thence continuing S00'38'37 "E along said line 1123.93 Thence S89"21'23 "W 66.00'; Thence N00'3837 "W 1125.00' to a point on the southerly right -of- -way line of 70 Avenue; Thence S89 0 42'58 "E along said line 66.00 to the point of beginning. Contains 1.70 acres. (74,205 sq. ft.). EASEMENT "B" A triangular pierce of land for ingress and egress purposes located in the NW '/4 of the NW %4 01. Section 36, T29N, R1SW, Town of Spriagfield, St.Croiz County, Wisconsin, suore fully described as follows: Couwweacing at the NE corner of said Section 35: Thence S00%'37 "E 1116.68'410ag the West line of the NW V4 of said Section 36 to the POINT OF BEGINNING: Thence S33"53'27 "E 27.09 Thence $04 "W 168.04' to a point 04 the West line of the NW 'K of said Section 36; Thence N00 38 "W along said line 190.04' to the point of bcgiuning. Contaias 0.03 acres. (1,411 Sq. Ft.� SEE PAGE 54 • Steven & Mona & Idta A &E 2 �; • • Scotty & John D Butler LE, amen DD ALLUL • 2D • • NOT1°O G Mark Kristi John C Butler & 40 Leland J • -3 37.e LLA S 3e.6 Ma Brian &Bridget Dona & & Mary ,39 5.6 Charles Donovan Richard & M & Lori T igen Carol Belch Teigen ' - 1 C/ • KnM Glum & Ficklin Madonna H &Ben M+d g Alice 425 & c.. • Gar g Leroy Paschak 82.v 42.9 Kutzler Vceltz Charles ' 81.2 Sl Vicgir,u z6 J Mariana l�OrlrhB M 422 83.4 • torey • aaw i. D .lttnson William 40 162.3 &Mary (A Yak ,13 a Haines Martina Seim ""° 55.5 92.9 81.6 ` a, Tu rner Louis¢ 40 • Bl.b 10 a9 60 Dow 104.2 169.2' 120 4o unom +9 Wh Janice Scott 162.1 I.ar, c- i,i.,i67W n0 Theodore • w•� SDUie Kellen Sts d ya Emma& an Doreen Annis 40 All & F•mro & Mary 120 95 Brahmer tchael &Gloria a 40 • rwaa �Q Cliffor lamer &iva�m Ha.a„e, M 16� Gerald• Wayrue Marian Reimann Q1.0 Margaret &J„dy 3e.1 42.4 Cy nthia Pnta,ru Gardner &tilde ti 160 •• Bergom ]*venture u Thomas Whitten Kr i e 128 Waldo & Fmder p Wa . Dorma Rott sy • 55.6 40 , ' S.usks n 80 9p 92 m &Kathryn O tto � 119 Kiesow m re..y « &Trary • • i• Robert ca Waldo & Dorma " Sheila 20 120 g B avi • & ' • • &Phyllis 74.7 • Rott Q,� or a N&E• n.7 Terry & Save la aieke David & • Ryan 140 • Troy Hus,ner l.a„rn,c¢ & Dearam • • Y • n.+ &Abbie M`Cee Lero C 7 Kathy fi0 2 • eaaa 100 &Margaret 4s ) Smith B z Donald • • Wl -0 r.nw )Lethal Haugm veme i3 rva 3s ti Glenn & a rend Seim 204.7 & Di tlarrig `� Johnson g0 DNR Victor �Malcein Gad gola Richard �•' t� • G&PP James David hkCa 40 & Donna g t g & & • • ' 0 &Sher 74.8 240 Haines Harrold* 8E+, a.-e& •'S 29a Robert Wendy T Hams )Dente Howard L Genevin'e � E 60 & Pamela 90 • 438 • Ethier Hoffman BBeernm• Graham& 111 erand1 W. a mil• I.rkek^ '� Kell � & C1,eryl Forest 77.5 Jennifer w 40 Fred m h E one 74.7 cA Hoff,rm^ 94.9 Drew• Terry rumh & &�Mryl �' utzfeldt p n re • ' Matthew F ' � S E! Brandt • "+ & Janet -d 11 m m • Brandt c • . s Wa a w Jsh,o Fee OeNke 99 Larson .n.5 •4t 40 40 s G' EiV Lewis 40 Q 35.g.• • • 40 • G 3. St • 35 5 •• 9.+ M.C.rihy 37.2 � E J- Kao Yen • m• Ell line D ntu Ta •JeRY • BW 16 guavas g Yen &Ka my �� o & Ma n & Evdya • Villman Y & etal Al �¢ Muffet & 1. v Yang 69.5 & thud • Joseph Sr & Thomas m 3s Farms Inc A0 terry am 230.5 James & • Susan Strehlo 120 Quinn & Gma Yee Carol • „ Raymond Jr m & Der In 9 Bi 125 W &T Cr & suaim r N 159 ;1 scwwng McCarthy star ley + &Mary 120 80 N .6 atl o' Gensler • o N Yang 1 TSUefll - Villman Carlos 59.9 r Vincent Nyhu 1 5 0 ` 79.9 ; C] m 80 Yang r Farms Inc Ruth 5 &K Boyd �• &Sarah 188 Deane ' hawn James & aS o Harold & Betty E 60 79 v syue. •u * c Lyons ou aw Ir ,u m • 21 Barry &Man q & ry F rye ! as ? Brandt 120 • 237.6 a te^•. 120 Mahoney Pa l•inB- rt 41 baser 3 e lames $t i3 a s.-a . 39 120 •• ao T s Br Warren me so W 37.2 20 20 o em •Clobes R &E r0 ' ` • E E,;c • Raym«•d p n e M.nr >, rii . 40 • . &Mari M.nm.e. Q Fry 0 • • • 8 6 a Tnomas. • Robert & Karen F & M artha e x7 M 120 � 39 1 J^ X, 4 • Charles J ames ott &shell 80 40 Eicher Phyllis Bakke 00 • Mikla Meister 9 Ray • D TI Mahoney & CisrJ• ueso�n Stanley & M ry G&G • etal Ne OAhlke Jack &Betty �&, &h' m Thomas & Louann 176 - • m.s Nyhus a Smith LLP BO « I)eru,ia • Richard 120 Colbum & al m Quarn 4 146.4 75 z Bloom 80 • • F 39 • 100 rry & M • N � William `' f] P Oehlke 2 p za Howard H & Delores & & ` 75 Victor & Ma k & Jow.m• Charles Kildahl • Lechner Mah Cso s _ P¢ a -e m �na,llH- 160 r J -E a & Ma 60 I d Mitchell Bonita fa Reurd 160 & Rld Bloom (arson 40 Fw6a a Dow L� etal Ixona & a` Bob Heath . & as Diem 51- Donald F 7 Hsu• &Karen 120 McGee Curry au. LT 80 •� 46.2 It9 e 9 • & • &she Z &Diarm Kundy • 40 Meech & n W 74.6 • Hul b Spielman r%i • tuck Y 160 •40 �• s 9 WBliam • q • ♦ 40 D WJlian Mellor, • • X ]As %.6 Ch T autves • e&T F Bon m 40 &Martha 40 B Krueger o latm • Charles & Robert O'Meara • 80 B 59.9 C� • • • LeIYIy M ' ' I Ho BWalters P Gerald 40 • Sr Frank c Harvey • Seim M deter NM sN Wotrnam Ho ppe .j al Gerlach Lavern &Nola Donald &Eileen &tulle L la n & W us ss ao 60 tog 'z . ]yprmld etal Johnson • Finder •Rwk & y Eugene Wiuiam • B0 37.7 Griffin B9 tenon 188.5 Julianne lack Smith A &Julie S0 /� f30 ` 'y 80 59.7 m (, x & Lenerfz l Implement Cn • • O40 70 26 Kroeger ' JohrLSOn KZ Kuaa 127 ek S J wn.R w • ]ia.8 80 L M X u p L d,w. CSorlr,eae Darrovsk & Lois DovY,las 72.4 .e�rs�y e¢'�g Robert Krim" Larson Allen &LMeHea c 75.5 Da vi All MGrane 49 75.8 s 4, � • LSO .9 � � 38.4 J Leon& F� rs •Robert Miduel4 Dale „ ems, &Arlene Dan U Robert ♦ �' Nelson Vjd June a Snyder &Sue &Kim • E. V gs b H &H GM 4 Kuhn D • 120 Jill Menk &Linde • • Rin ad 19.n eml Sayler • >: u� +r • 67.7 67 52 I 6.2 7 4.5 eff & 21.3 • a 64 ' za• Richard Gerald • Eugen Cent &William c 0 1P • Larry • • Hagen Larson ° • p Krueger Harold • & Eleanor Michael • 35 etal so He " a 7 19,6 39.6 • Frye : 4o Mabel Mousel & Sally nugu: Row 125.5 W RA Cr 78. st 3 & Sham Trus h Trust n 70 Snyder 155.5 s,ven,- atlen -- Bruce n v "vg8 & Du Th da 120 q R ]05 ¢a 41.2 _ ° F E f Stang Wilson k 74.9 Is 80 ME 3 Farm c 78 • Da -id 32 Keith • • Rudolph Laverne &ROd - C t92 & Martha ei 12 • 12.4 • o den k E Maynard &Avis E ll. son &Frances S nt NN 281 Robert Erickson al t pe � Alice ny •°'. Eitland %S •4o gam Krortrey Leaf o 128 m �� Ho. � t� 43.7 G� � net < - d &Mary 3 E Harold Ann 41 •vy 3300 a t = 168.8 Sri: 3200 ;lino" c N a d a o N °« E a & F eryl R �:g r 4s • 91 pw none £• ` H • ea ' 3100 $• x • d - x„ • r ae 3000 2700 2800 2900 SEEPAGE 22 Community Just The Partner You b Nee .. roducts. M &I Bank is strong i resources o acc with the changing market to State Bank g and services available. We wive to keep p bring you services that corn r lif ltplroducts we o to. our traditional retail • Investment Services - Trust Services River Falls /103 S. 2nd St./425 -813 .24 -Hour Banking At Your Fingertips With MiLINE 1-88181 464-54b3 Prescott/1049 North Campbell/262 -3241 • Convenience of 15 Bank locations in Western Wisconsin Ellsworth/388 W. Main St./273 -3940 Member FDIC U DER Offices in: Altoona, Bloomer, Boyde, Chippewa Falls, Eau Claire, Fall Creek, Menomonie, and Thorp. M &I Bank - your strong financial partner!