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HomeMy WebLinkAbout022-1093-60-000 ' ° 2 $ q t kt l ot � / 00 r } C.0 G \( \j CD CL � g ■ � >� %'•R. C �� _ 0 0 7 P § E cr � @; M V M < k- 0 0 o m .. � c � % § § -n � f § ■ ■ ■ / � 2 \ 7 J 2 7 k m a 9 . ƒ . a 9 § 7 � . § § c . / J X , � / ; B k § \ ■ M 2 d E§ �z § § 7 z \ o (D 8 � „ § / }z /tto f 72 . � m ■ »r CD A 4 q % t-4 Z � / § � � K . . § m § § _o �SO §CD �\ . � � Parcel #: 022 - 1093 -60 -000 12/28/2005 09:50 AM PAGE 1 OF 1 Alt. Parcel M 32.28.18.P507A 022 - TOWN OF KINNICKINNIC Current X', ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner ANNEXED * 4/09/03 MANTEUFEL O - MANTEUFEL, ANNEXED * 4/09/03 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 2.130 Plat: N/A -NOT AVAILABLE SEC 32 T28N R18W PT SW SW BEG 1254.9'W Block/Condo Bldg: OF SE COR, TH W TO W LN, N 200', E 594.2FT S 111 FT; SWLY 532FT; TO POB Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) ANNEXED 04/09/03 NKA (974) 32- 28N -18W SW SW 276 - 1108 -10 -000 Notes: Parcel History: Date Doc # Vol /Page Type 04/0912003 716542 00/012 AX 01/22/2001 37185 1577/5 WD 07/23/1997 - 07/23/1997 698/237 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 04/05/2004 Description Class Acres Land Improve Total State Reason Totals for 2005: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2004: General Property 0.000 0 0 0 Woodland 0.000 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 Y(flisoonsin Department of Commerce PRIVATE SEWAGE SYSTEM County: "fet�i and Buildings Division St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. 384101 Permit Holders Name: ❑ City ❑ Villa e ❑ T n of: State Plan ID No.: Murphy, William/Sue ICinmckmnic Towns p CST BM Elev.:. Insp. BM Elev.: BM Description: Parcel Tax No.: 022- 1093 -60 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/ Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANKTO P/L WELL BLDG. Ventto ROAD Ot Inlet Air Intake Septic NA Dt Bottom Dosing NA Header /Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer Demand St cover Model Number GPM TDH I Lift Friction System TDH Ft oss I f Forcemain Length Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia_ Liquid Depth DIMENS DIMEN I N SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING - Manufacturer: SETBACK CHAMBER INFORMATION Type Of mod Number: System: OR UNIT DISTRIBUTION SYSTEM Header / Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length Dia. Length Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched Bed / Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: / / _ Inspection #2: Location: 1005 CTY. RD. M, River Falls, WI 54022 (SW 1/4 SW 1/4 32 T28N R18W) - 322818p507A 1.) Alt BM Description= 2.) Bldg sewer length= - amount of cover = 3.) contour= Plan revision required? []Yes ❑ No Use other side for additional information. SBD -6710 (R.3I97) Date Inspector's Signature Cert. No. C!t �19-R, FZa,� Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 14s Cons Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302 Department of Commerce (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sanitary Permit Number ❑ Check if revision to previous application State Plan I. D. Numb r r- C1 S�4 D - XA+us /D I. Application Information - Please Print all Information Location: Property Owner Name , / r (` ` , �A / /+ Property Location (N �j SE -0 , l d # / J(/r /!U/�'l fl "/�/ ( 1 IV1 /4514/1 /4,S W Property Owner's Mailing Address / Lot Number Block Numb' City, State Zip Code M phone Number r J S,u 'vision Name or CSM Number II. Type of Building: (check one) , 'k s ti O Ci r rrL> ❑vi 1 or 2 Family Dwelling - No. of Bedrooms: 6 (describe use):_ ; ,z :u u► wn ❑ State -Owned st �ZA N' Ac VsAA"kf0* t' �d Number(s) 0 2 2 - l 60 3 4 4 III. Type o Permit: (Check only one box on lin ' ` �' ' A if applica V 1 S V 7 A) I. New 2. ❑ Replacement 3. aci' t 4. 3. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number "Dafe I�3Dett ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) ❑ Non - pressurized In- ground Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At rad � x I ZD r w n u u ❑ Aerobic Treatment Ut ❑ Recirculating ❑ Other: 6aac - 20 t' J • ) S V. Di ersal/Treatment Area Informatt : 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Y Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) /D Elevation r VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed (, Tanks Tanks /Lj /( � V / T /� / OD'd ❑ ❑ 11 ❑ ❑ o VIII. Responsibility Statement 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no stamps) No. Business Phone Number 7 �� Z 24 9,5 S Plumber's Address (Street, City, State, Zip Code) G S S a ' /W r ( /�� • �� DS o -� ltd IX. County/Department Use Only `. ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Iss 'ng Agent Signature (No stamps) OQ Approved ❑ Owner Given Initial Adverse Su harge Fee) Determination 3oZ S' O ( __t) X. Conditions of Approval /Reasons or isapproval: At 5_Lr_K1 �. S �S a.V. Q.lu �a.taX � �u�n� r Z.i j 1 `1 to �. �+� v. �f3$ /�r' `{'Z�, ` '•� SBD -6398 (R. 07/00) Satety and Buildings PO BOX 7162 MADISON WI 53707 -7162 � TDD #: (608) 264 -8777 iscons www.commercestate. /SB Department of Commerce 4- Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary December 18, 2000 ` 7 7 LG CUST ID No.226375 C, ,�;,� ATTN. `POWTS INSPECTOR 'ON t G0PPa_1 ZONING OFFICE ROBERT W ULBRICHT ST CROIX COUNTY SPIA 655 O'NEIL RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/18/2002 Idenrifi bers Transaction I .461334 Site ID No. 202876 SITE: Please refer to both identification numbers, Site ID: 202876, WM MURPHY above, in all correspondence with the agency. ST CROIX County, Town of KINNICKINNIC; HWY M SE 1/4, SE 1/4, S31, T28N, RI 8W FOR: Description: MOUND DWELLING 600 GPD Object Type: POWT System Regulated Object ID No.: 774646 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: • 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sin rely, DATE RECEIVED 12/13/2000 � FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 ?AMES QUINLAN , POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (608)266-3937, 7:00 AM 3:30 PM MON / FRI JQUINLAN @COMMERCE.STATE.WI.US WiSMART code: 7633 cc: ULBRICHT & ASSOCIATES WM J MURPHY 6atety and buildings N PO BOX 7162 ` MADISON WI 53707 -7162 - TDD #: (608) 264 -8777 www.commerce.statemi.us /SB Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary December 18, 2000 CUST ID No.226375 ATTN. POWTS INSPECTOR ZONING OFFICE ROBERT W ULBRICHT ST CROIX COUNTY SPIA 655 O'NEIL RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/18/2002 Identification Numbers Transaction ID No. 461334 Site ID No. 202876 SITE • Please refer to both identification numbers, Site ID: 202876, WM MURPHY above, in all correspondence with the agency. ST CROIX County, Town of KINNICKI�NNIC; HWY M SE1 /4, SE1 /4, S31, T28N, R18W ' FOR:51t1 t W 53 )_ �- Description: MOUND DWELLING 600 GPD Object Type: POWT System Regulated Object ID No.: 774646 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: • 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sin rely, DATE RECEIVED 12/13/2000 �4C-��,!' FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 t-J B QUINLAN , POWTS PLAN REVIEWER BALANCE DUE $ 0.00 Integrated Services (608)266-3937, 7:00 AM 3:30 PM MON / FRI JQUINLAN@COMMERCE.STATE.WI.US WiSMART code: 7633 cc: UL BRICHT & ASSOCIATES WM J MURPHY ULBRICHT & ASSOCIATES CO. 655 O'Neil Road • Hudson, WI 54016 Reg. Designers of Engineering Systems 715- 386 -8185 Private Sewage Consultants PROJECT INDEX Plan I.D. # Date 7 Address Phone �D.Z ' �YO • �i �Z. 4 j 1W �', 0A41()� f]& , /� c, Legal . /��Z . �SD l Legal Description (0.0 7' f4VS -AfEi67' , /�OV -vf�S 02,2 . �p y�. 70 * Yy % .mac . 3)- TZQ�v, � 5w S� Town of �� /�/�tJ /'G� /��.v�'G County S*7 0 / 4 X.- C.S.T. A0/3EX W 11VI ?1 2z4e3 Installer �e73 &X 1 ZelAeI Local Authority/ Supervision 4 41 0 ?S 2 - 2 - 4 3 ?S S T'• �fRo e X 6- zy" PROJECT DESCRIPTION (� U AZ4 CD,v srXW e-7^ 4o,0 Coda . i f A 6 EAJ na a Ulbricht & Associates DEPAR OF 00 XlfRCE Private Sewage consultants IVIS�ON OF SAFETY ANUILUi�IGS 655 O'Ne Sd S 016 Hudson, W. Pg. 1 PLOT PLAN VIEWS SEE CORRESPONDENCE ZZ4 3 Pg. 2 SYSTEM CROSS SECTIONS & SYSTEM PLAN VIEWS / ✓ / 1 Pg. 3 PIPE LATERAL LAYOUT Pg. 4 DOSING CHAMBER CROSS SECTION & SPECS. Pg. 5 PUMP PERFORMANCE SPECS Pg. 6 OPERATION, MAINTENANCE, AND PERFORMANCE REQUIREMENTS I • This design for installation is based entirely on measurements, elevations, landscape conditions (slopes etc.) and soil suitability provided by CSTM •yz.C� remain t 3 1 ported, shall .5' The accuracy of his specs, as re •; of the CSTM, he sole responsibility Any use of this POWTS design try any licensed plumber, or any � related unlicensed parties or persons (excavaters, laborers) shall not be construed as an assumption•of responsibility by the designer for the workmanship, construction, placement, DEC 13 2000 substitution or selection of any components not specified, or any assumptions by the plumber that any unspecified components are state approved or proper, or the effects of poor judgement SAFEfYfBLDGS.�N. if working under adverse damaging weather conditions soiis) by any such parties or persons (wet /frozen n lb o aft IXM 0 ( Q Va 0 cum o 0o kz eo �' m U V% ZA n I w O Ira- v - w A. o V CRO SS SECT aF M OULD w r ti 123 eD Oev OF % " ro 1 ?, A391eeSATE' 'Di STRit3uT�oN G , Tki ck�sFSS P)P of raPsoi� w/ 7E7"014f.lw— sYsrEM coo s F WvA ri3O0 I w 4 1 .5 ' Uu i FORM Toe u, H l--i•k) E 1 << n, I FORK � / /IPIewE� ToPSoi �- u l j % Z• I 510pE �' °RcE IEVAT U" PER MAW Rep /00.75 0 F r. Z� -- F_LEV 5 -- u E l S Fr. Z2 1mvERT' OF IATE RA15 /O. •gs r FT Top o 03• G . S F r �► , � l r" /03• ma C� F H �. r� Top °F r Z IATERAIS - / - /Z PLA VIEW OF Mou "D -' wi rti 13E o ` (3 12 0 Fr F T u , w 31 Fr Be of PVC. cAppep To l i „ 095ERVATt0a A 93 Pei A rE - �5ct, • 40 ) Rdcse BCD ` �'�� 4 P ERMA,V P_-3T M Ae kERS REG2uipep 13ASAL AREA 7 D AfL y wR s r E F to _ C SOIL 10 lrRATIbE 7 15 at. Fr, C APAci Ty �c + B z PRoposEb f3�tsA� ARe� - � � C s �t. r-T. - — a� 3 0� �is�T QUTi P /-Ay U T P � FAR x j 2 Fr R 3. o Fr P 6EOTR F o R E M AC k3 ---- -- NE5 ._ ---- -- .75 Fr o INc A // P v c 12- -- IucN PARI*A(3LE TOTAL V(9tD VbluHE ��•3 GAt • 'VfsT^,jcft 3� To TEL Uo "Aer- H otE beAMETER pN INcNt_s • CE'uTRAL MAm%'F0L D Z. �'�•� S' Fop MAIN It�c .� OF Heil =S/P; PE 30 I.uVERT EIr;VATIOKj OF LATEIR S SEE �EU��SE SIDE �'oP /off • pS TtPM i "A L, Cho bl<T>4f L ' D / � �E i�4t I_ R lcl C� . l9 E Fop ATE D P P P ep , Cat Rex►ouE X411 DRill BURRS \ y f {DIES IocATEt� o,v (3oTT•oM EqvAIIY SPACED T P P STRi BL rlo" 'DISc RATE PO R EFRch L GAS TO TAL 0( .sTRi60T1o0 I)i5C VJ lR &E RATE p0(� Ne TwoR K 7 f, 2 G'A�I- �1�1 1 • JV. � a•5 � Mi EAT i `DETA k- t o_ L RTE( A o vE A i OF �iN h�� ir�Jo�vvD 9 D� L,�/vv S�Ri v�L�2 F � 5ZO&4P GU / � f} f LES S ' � �'J T /o �p _ .., 13411 M laE EA IYAVI' 'roL- PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS e P,4 �f OF Lo' �-- ....____- _._.... -__ ._ Sal 46 3 > /O - A 0 Gvi vDoed, .�DO'e VEIJT CAP I PI � VENT PIPE APPROVED LOCKING WEATHER PROOF JUMCTIOU BOX MANHOLE COVER O I 12 "MIN. I t.,/ uiA�N�NCf 1A/SE1 &1"I7 /On/ GRADE 4" MIN. COIJDUIT -- — — -- �IEU�rr cn� � qy.D PROVIDE I IAILET AIRTIGHT SEAL APPR PROVED JOINT A KIM i i i I A PPROVED EOIN 'I I EXTEMDIMG 3 EXTENDIAIG 3' �0�� 0, I I I ALARM ONTO SOLID SOIL JIJTO SOLID SOIL a �3? N 3 1 � � i 5� . � PUG 15r,4 . 40 Poc p 3 ' I I o N I ELEV, FT / - -� vs;ff ,,3 O� PUMP —� OFF ,p D01� D �. 0 �1 o,PE eF 'f Ar) k bE U iO �✓ 1 BLOCK � / VII f r� RISER EXIT PERMITTED OIJLy IF TAUT( MANUFACTURER HAS SUCH APPROVAL - SEPTIC E /�IID�lES]'�Z°� SPEC IFI'CATIOUS DOSE (/ 1O 60E — TAIJKS MAAJUFACTURER: IJ UMBER OF DOSES: PER DAy TAMK SIZE: � GALLOUSS DOSE VOLUME /S ' ALARM MAAIUFACTURER: l�U ,4I� 'TJ INCLUDING 6ACKFLOW% �tf1 GAtt0IJ5 MODEL IJUMBER: �� ' V �"� CAPACITIES: A= IMCNES OR � GALLONS SWITCH TYPE: 8 = Z INCHES OR 5o GALLONS PUMP MANUFACTURER: �QU C = INCHES OR ;"'J GALLONS MO DEL �d 2 - • D= INCHES OR 3 35 GALLOUG NUMBER. 5WITC14 TYPE: /-)i&6- /3t1A( F NOTE: PUMP AND ALARM ARE TO BE MINIMUM DISCHARGE RATE 0 GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE BETWEEN PUMP OFF AMD DISTRIBUTION PIPE.� FEET rAA.) PIE • - MIU MUM NETWORK SUPPLY PRESSURE .. .: .. Z5 FEET c AC( ,, - + -7 FEET OF FORCE MAIN X 7 / F Yo FT.FRICTIOU FACTOR.. 1 FEET (�0A TOTAL D91JAMIC. HEAD = 2 FEET R 1 r yC N IAMTERNAL DIMEMSIONS OF TAIJK: LENGTH ;WIDTH ;LIQUID DEPTH 7r /Ou w VL 8o� SEPTIC TANK, per Comm.83.44 (2) (c) shall be equipped with an outlet attached approved filter device (Zabel fliter). Tank shall have an approved above ground locking manhole cover for regular (every 12 months or less) inspection & servicing by a licensdd service pumper. Submersible Effluent Pumps - Y 388 AVAILABLE CERTIFICATIONS ETA L ISTED SUBME CLASRSIBLE PUMP G S I AND 11 pIV. 2 AND CLASS III DIV. 1 AND 2 ETL TESTING LABORATORIES, INC. CORTLAND, NEW YORK 13045 G1086131480 CANADIAN STANDARD ASSOCIATION SA PERFORMANCE RATINGS (gallons per minute) MODELS • A wE0511H WE0511HH Series HP Volts Phase Max. Amp. RPM SoNds Wt. (ibs.) Series WE0512H WE0712H WE1012H WE1512H WE0512HH WE1612HN WE0311L 115 9.4 N0, WE0311L WE0311M WE0532H WED732H WE1032H WE1532H WE0532HR WE1532HH WE0312L 230 4.7 WED312L WED312M WE0534H WE0734H WE1034H WE1534H WED5340H WE1534HH 1750 56 WE0311M /' 115 9.4 M P % '/a '/z %< 1 1 /z '/z 1'/z 1 R PM 1750 1750 3500 3500 3500 3500 3500 3500 WE0312M 230 4.7 - 5 100 70 80 90 106 — 60 — WE0511 H 115 13.0 10 80 65 76 87 102 112 56 84 WE0512H 230 6.5 15 60 57 72 84 108 53 82 WE0534H 460 WE0532H 208/230 3 1.7 3.4 20 36 45 65 79 95 105 48 77 y - 60 WE0511 HH 115 13.0 ' I 25 25 59 74 100 45 75 WE0512HH 230 1 6.5 30 50 67 85 96 40 72 3 5 40 61 79 92 35 70 WE0532HH 26 09 - 466 3 3.3 S 40 26 52 72 86 30 67 WE0534HH 460 1.65 10 43 64 80 25 64 WE0712H 230 1 10.0 �• ._ WE0732H Y4 208/230 5.4 3500 Y 5 p 30 54 73 18 60 WE0734H 460 3 2.7 i 55 17 42 65 12 58 70 60 6 30 54 3 54 WE1012H 230 1 12.5 _ .. WE1032H 1 2081230 7.0 70 I r 70 5 40 51 26 47 WE1034H 460 3 3.5 P 5 43 WE1512H 230 1 15.0 75 14 WE1532H 2081230 9.2 ` 8p 4 40 WE1534H _ 460 3 4.6 80 90 33 WE1512HH 1 230 1 15.0 1 0 15 WE1532HH 208/230 3 9.2 � 120 5 WE1534HH 460 4.6 { — metal parts, BUNA -N elastOmerS. METERS FEET • Temperature: 160° F (71° C) 90 maximum. MODEL 3885 • Fasteners: 300 series 25 ao� -- . - -; -� SIZE %4 Solids stainless steel. • Capable of running dry 70 WE1 without damage to 20 ....... components. a s0 5GPM 1 ;_ _. Motor: W WEEI E.. 5 � I .... .. ...... • Single phase:' /3 HP,115 or a 15 50 - }} 230 V, 60 Hz, 1750 RPM; o eo H I t _. .. '/2 HP, 115 V, 60 Hz, ~ 40 _.. _ ....................._...... 3500 RPM;' /2 HP through 10a ` 1 2 HP,230 V, 60 Hz, 30 I 3500 RPM. 2 ... Built -in overload with 5 ....�_._ automatic reset, class B insulation. 10 • Three phase: % HP through o o 1'/2 HP 208/230 V, 460 V , 0 10 20 30 __.._ 40 50 60 70 _ 80 90 ' 100 110 120 GPM 60 Hz, 3500 RPM. I L Class B insulation, overload o 10 20 30 m /h protection must be provided CAPACITY in starter unit.' 8 Pg. 6 Continued. POWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular periodic inspections and servicing is necessary for the safe healthy operation of this system. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling authorities. SPECIFIC CONTACT AGENTS 5 . Ce0l)( C©o * Governmental authority/ inspectors: 7-6 Licensed installer, responsible for providing an operation/ maintenance "Users" manual: `� y�• * Licensed service / inspection agent other than installer: �y S4AIIT 39 > 30 * Electrician, for pump, electric controls, wiring units: 106s� / IMPORTANT OWNER MAINTENANCE REQUIREMENTS 1. Winter traffic (sledding, shove etc.) across the mound area shall not be permitted, or frost can /will penetrate into the cell, freezing up the system. Discontinuos use in the winter (a vacaction trip, resulting in no water use) can also lead to freeze ups. 2. Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This system was designed for a maximum wastewater flow of( � gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage disposal unit, or any other unnatural sources of waste. Any introduction of such waste materials will overload and destroy this system. 4. If a power outage occurs, or a pump fails, it�may result in a temporary overload of effluent being pumped into the {� cell, which may adversely impact the cell (lealtkge). It is recommended that a licensed.pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer immediately for advice. 5. Neglect of the vegetative cover (the cells insulation & erosion preventive) can lead to failure. Compaction or heavy traffic also can destroy t he system. It IS NECESSARY TO REGULARLY WATER THE VEGETATION OVER A SYSTEM!! Effluent in the system beneath IS NOT sufficient alone tO maintain a grass cover. 6. Periodic inspections by the owner, or his agents, is necessary. Inspection pipes and ports have been incorporated into the system: on the mound basal area (effluent level inspection pipes), cleanout terminals on the pressurized laterals, at each tip - for flushing and cleaning the laterals out. The filter system in the tanks (via a locked above ground cover /manhole). Only a licensed properly quali6ied person should be performing this work which involves health & severe safety risks. Evidence of effluent ponding in the system's treatment cell shall also be regularly inspected. Pg. 6 of 6 r !• Mound System Management Plan ' 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 thb tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next sbrvice needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compbction in the winter will promote frost penetration. Cold weather installations (October- February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. . Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm.'Code, and shall maintained in accordance with its' component manual (SBD- 10572 -P (R. 6/99)] 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.fallure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be Immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. i Questions on the operation or maintenance of this system should be directed to your county zoning or health inspector. I SEE REVERSE SIDE Pg.6 FOR MAINTENANCE REQUIREMENTS SPECIFIC TO THIS SITE, DESIGN, AND COMPONENTS I - Wisconsin Department of Industry SOIL AND SITE EVALUATION a a of ..3 Labor and Human Relations Pag Division of Safety and Buildings in accordance with s. ILHR 83.09, Wis. Attach complete site plan on paper not less than 8 1/2 x 11 inches in size, Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and S T C Q o/ percent slope, scale or dimensions, north arrow, and location and di a to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print, a1, i11 rmat n.� Reviewed by ate Personal information you provide may be used for secondary purposes (Pdvagy4�vy,�F .04 Property Owner T 3 ' Prope - L ation G 2 5 V S>4 /k( Pf+JC I A. Lot., i f 1/4� 1/4,S T Z� ,N,R /8 E (or� Property Owner's Mailing Address n Lot # I lock# Subd. Name or CSM# y5 y �. o,e�4,v - coti r )� City State Zip Code Phoq er ` > i Nearest Road Q P`/a"I IC �1 �Z SS ©f 9 ��<J�� L� Village Town New Construction Use: [fesidential / Number of bedrooms _ Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: • Code derived daily ow & CIO Y 9Pd Recommended design loading rate bed, gpolil � "� trench, gpd/ft Absorption area required �V bed, ft2 4d0 trench, It Maximum design loading rate • bed, gpd/fl 1 G trench, gpd/ft Recommended Infiltration surface elevation(s) Je a _ P j , 3 ft (as referred to site plan benchmark) „ Additional design /site consider ns 5/ 7 .1 SO r f e /E' /W 10v f>D v l I WN .P,5� " /4 t y Parent material l 7GJ l / / 50113; � } T'y Flood plain elevation, if applicable S = Suitable for system Conventional Mound In- Ground Pressure I AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ s U? - U - ❑ S 2-u 1 ❑ S 9't1 ❑ S L'1 ❑ S []-_ CIS SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure GPD /ft Consistence Boundary Roots Bed ,Trench in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 7 10 YW -3 Ground elev. "T T AS F/ S Depth to limiting factor J rr �i ' 55 ' Remarks: spar A"7 lo 4 ! 5 Tkf V 7Xt L y d lVl Boring # -� ioyrP 3/1 s. /. / f sd,t & o a s Ground elev. /py /O ft, Depth to .t11� v/�� limiting 'T ' fa tin. \ Remarks: CST Name (Please Print) Signature Telephone No. iPT Zf /GYPiGG�T 7/ - 3 F Address Date Date CST Number ✓�- Z3 - 9G e57',11r 2y�L Prlvate Sewage Consultants 855 O'Neil Rd. Hudson, Wis. 54016 ORIGINAL. PROPERTY OWNER SOIL DESCRIPTION REPORT page z of 3 PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 I • in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench k 2411 s4ft • On (/ `Cie 3 f � S . • �o S Ground 3 l/• D cS/ / .Zilrt /yN T C S `J/ f . S ' S elev. C 2 9. - /0 //P 2 _ C L 2-f s bk 41 , S Depth to limiting factor ZO In. .S.S Remarks y Boring # i io s / y 7 c w — , Y :,5 Ground a c l2 !o C L /�s/✓j� /yy� xe — , Z ' • 3 elev. /O 61, 7 - 5 ft. Depth to A c /'v Suit/ - '*&w �¢� T limiting factor in. -T s A ��� Remarks. y Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots PD/ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # 0 _ 7 0 / 3/ �i/ 2,r+, ' /Co �Ot ---- S� •/ 2 S�,t �..,fiE C S l -� , S ; , G s YG 'Qr Ground U elev. /00, 7 0 9 — ft' j 5 - - 110111? G/� 5, 47 v� ill � G' L 4 Depth to 3 limiting 5 y/Q factor I &in. Remarks: Boring # 113 Ground elev. tt. Depth to limiting factor In, Remarks: SBDW -8330 (R. 08 /95) I o o 0 VA k I $ v w k N koa go o� ® r o �? M s o 0� N9 G' r UN 4 tj Z 4 � o I � � su s r $ -P ST CROIX COUNTY SEPTIC 'TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer �1 `(( ll/�/� ji��f'1 Y Mailin g Address , Properly Address _ ver � (Verification required from Planning Department for new construction) City/State Avit /f//J vlJ�` Parcel Identification Number LEGAL DESCRIPTION .7 3 I 4- ,SW `�` �✓ Property Location S� '/,, s� ' /�, Sec. 3 ;� 2� N -R �� W, Town of ci- Subdivision off-' /h+zt/ &) , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # `Z 3 f 33 , Volume O� 7 , Page # ! 4- Spec house d yes no Lot lines identifiable yes Ono SYS'T'EM MAINTENANCE 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. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed g um er verifying that (1) the on -site wastewaterdisposal system P P is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the thtee,year txprration da LrL2 SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true`to the best of my (our) knowledge. I (we) Am (are) the owner(s) of the property described above virtue of a warrant deed y� corded in Register of Deeds Office. CCU Yic-'` / SIGNA'I'URE OF APPLIC NT .�/fI DATE * * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with tills application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed x � �a DOCUMENT NO. wAIIIANTY 111 I I ST ATE OF WISCONSIN—FORM J f • I c r THIS SPAR RESUMED Mt RKO"DIG DATA J9706 THIS INDENTURE, Made this.. ..... ....5 ........day o/. -... -. _ ---_..- - -.... Ur_"TERS Of ICE A. D., tv..84., between... _.K2rbdiYl Inc ., ............................ ST. C".%, CO., V✓iS. I� •......••• -- - - - - -- ..... _ .... .... ....... ............___._...................... ........... ............. ° �c','. �x ,t.x_,d Nis 1 6th 1 ...... ...._ ............................._...... .............---_...__......... - - - ........ I ........ oration Of Oct rlulc uR .,nixed and ,•.htin� under and by virtue of the l.ta's of the State u(10NJtX�L lcx•ated Y A. 9 .r ....__.. Dhoenix, Ariz ,:•a 85014 �.t 8:30 A ._ . _ ........... ... ..1X1{i}Yi+LA , part of the first part and • Willi. ,r_J• _ Murphy_ and ue S Murphy,.. husband and wife,.... •.__•...__•.••. ;I _ . __ .. _ . .._.. ..._ .... _... .... ........... / ..-• ° .. . ........... .............. ( NNYfr of D•.d$ parries of :he second part, NETtllIN T W i t n e s s e t h, That the said party of the first part, for and in consideration �1 1l,R GS t. WHITE of thm :, e guf --One D ..arid . Other Good _and .Va,luable..Cos ni Attorney At law ciera- RI er vats. Attorney At Sin 54022 tion-- - - - - -- __ r„ it paid by the said part-ICS.-of the second part, the receipt whereof is hereby II eonfesse,l and ackno%%lodged, has given, granted, bargained, sold, remised, released, aliened, conveyed and confirmed, and by these presents doe. give, grant, bargain, sell, remise, release, alien, convey and confirm unto the sa;d part.leSof the second part,- h ileirs and assigns forever, the following described real estate situated in the County of ...... ...and State of Wisconsin, ' Twit: A parcel of land in the Southwest Quarter (SW 1/4) of the Southwest Quarter (SW 1/4) of Section 32, Township 28 North, Range 18 West, and in the Southeast Quarter (SE 1/ 4) of Section 31, Township 28 North, Range 18 West, all in the Town of Kinnickinnic, further described as follows: Beginning at a point on the South line of said Section 32 a distance of 1254.9 feet West of the SE corner of said SW 1/4 of SW 1/4 of Section 32; thence West along said South section line a distance of 728.6 feet; thence North 1 0 39' West a distance of 200.0 feet; thence East parallel with said South section line a distance of 1257.7 feet; thence South 00 0 30' East a distance of 111.0 feet; thence Sally a distanceof 532 feet; more or less, to the point of beginning, the above parcel containing 5.2 acres, more or less, and bearings used in the above description based on assunption that said South section line bears due East and West. •11so a right of way 60 feet wide extending from the Ely 1/4 of sairi premises Nly (Continued on reverse side of this Warranty Deed) 1 �• �� (IF NECESSARY, CON riNUE DESCRIPTION ON REVERSE SIDE) '�� Together .� ith all and sin;;ular the hereditaments and appurtenances thereunto belonging or in any wise appertaining: and all the estafei E r :;ht, t1rle, inter,-;t, r. ,im or demand whatsoever, of the said party of the first part, either in law or equity, either in possession or expectancy of, in .,rrl to the abu%v b rrtiained premises, and their hereditaments and appurtenances. To Have and To [fold the s.,id premises as above described with the hereditaments and appurtenances, unto the said part... esof the second p,,rt, .t rid to their - heirs and assigns FOREVER. And the said Kerhand, _.Inc., _.an_Arizona_cor aration,.-.--......- ............._...__.-----..------...---.-...-......----_------_-._.._....--- _- _......_ _... -- - -- p.,u% 4 rh, t,! p,rr. i r :.,:II i•l it, a ,. r clog covenant, grant, bargain and agree to and with the said part-- ieS -of the second part ...... their._ .- ....__ heirs and assigns, that at the time of the ensealing and delivery of these presents it i, well seized of the premises above described, as of a good, sure, perfect, absolute and indefeasible estate of inheritance in the law, is fee simple, and that the same are free and clear from all incumbrances whatever.. - .( i%CeP.t. - aS.Em'ilents,....,Ceser- va.t.] ons_ and— restrictions .of record;. _ _ _ ..------ .- .... ._ ..... ......_.. __... _ .... --------------------------- - - - -- - -- -- - -- ....... - - -- - ---------- .. ------- -- - -- - - - - - - -- and that the :Uiov^ b trg.,ined premises in the quiet and peaceable possession of the said par-.= t'.S...of the second part e1rheirs and assigns, againsLodl atd every- person or persons lawfully claiming the whole or any part thereof, it will forever %% ARRANT AND DEFEND. In Witrtese,Prhereof, the said Kerband,- Inc., an Arizona corporation, b.Qt f �l►.ir -t "i AN 1 th, :,t> n,,l b, Douglas C. Anderson t• Pr•.- i,hnt..,n w, Jeannine B. Anderson t:, rec,tn..lt Phoenix, Arizona pyn i ir- f� *�sAi -,,,I t , I , h n untu,,ttr„•I. rhi. 5t)1 f,c ul . CCtOb2r �. I) . I't 84 • '/ •'•. �IGNVD Alsip SEALED IN PRESENCE OF 1¢RBFIND, ) NC. o las Anderson y y j114,UV �/a T: \'i'E OF XI&{ Jecuuune B. Anc:erson S 4 ... c t' m, >, ..:.❑ r t cecu[Pd NOTARY SJRAL lr. - *!un "� ;t I :( � ".t , ., rr it rr ,.r . r J r +:;:rr ell 1rrrr n,r.•n rr r„ ;, r:•. ,. I t �r J (Continuation from front side of this Warranty Deed) i to the public highway. (No quonsets, basement establishments or basement houses or trailer houses shall be permitted. This restriction shall be a covenant to run with the land.) d r` cL' Stock No. 13001 DOCUWNT NO. STATE BAR OF WISCONSIN —FORM 1 i « WARMNTr DEED 43593 807 'Ar` 99 THIS SPACE RESERVED FOR RECORDING DATA THIS DEED, made between William J. Murphy and S Mu r2hy , REGISTERS OFFICE ST. CROIX CO., W! g ' Recd for Reen ►d _ Grantor I and Will J. AgQpby and Margw to Sue MurrW, as Trust APR 5 1 988 at tt � Mn:pby ilV RPtm-able Liying_Tr _-& dated cd 11:00 AM 1:1wht -i w 3 * 19RR _ a Grantee, V W i t n e s s e t h, That the said Grantor, for a valuable consideration --- -- RKhw of 0eed1 !, One (11.00) Dollar and other valuable consideration - - - - -- RETURN TO conveys to Grantee the following described real estate in St. Croix State of Wisconsin: CHARLES E. WHITE Count y. AM; .t Lrtw River Falls, tiviscon;in 54022 A parcel of land in the Southwest Quarter (SW 1/4) of the Southwest Quarter kSW 1/4) of aaction 1L Township 28 North, Range 18 West, and in the Southeast Quarter (SE 1/4) Tax Key No. J of Section 31, Township 28 North, Range 18 West, all in the i p Town of Kinnickinnic, further described as follows: Beginning at a point on the South line of said Section 32 a distance of 1254.9 feet West of the SE corner of said SW 1/4 of SW 1/4 of Section 32; thence West along said South section line a distance of 728.6 feet; thence North 1 ° 39' West a distance of 200.0 feet; thence East parallel with said South section line a distance of 1257.7 feet; thence South 00 ° 30' East a distance of 111.0 feet; thence Sally a distance of 532 feet; more or less, to the point of beginning, the above parcel containing 5.2 acres, more or less, and bearings used in the above j description based on assumption that said South section line bears due East and West. y li i Also a right of way 60 feet wide extending from the Ely 1/4 of said premises Nly to the public highway. � !i (No quonsets, basement establishments or basesment houses or trailer houses shall be This is not homestead property. permitted. This restriction shall be a covenant t xXwwx to run with the land.) Together with all and singular the hereditaments and appurtenances thereunto belonging; And Willi J. Murphy and Sue Murphy- husband and wif warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except easements, reservations and restrictions of record; and will warrant and defend the same. TRANSFER j Dated this 3rd day of _ February - -- i9 $IL. FEE (SEAL) '�l�r�l � (SEA!.) + * ) W � ill i aM J. " (SEAL) �r/i/ w /1 t- t 1� - (SEAL) i +_- - Sue Murphy AUTHENTICATION ACKNOWLEDGMENT Signatures authenticated this day of STATE OF 1C ARIZONA _ 19 _ ( ss. Maricopa County. Personally came before me, this 3 e D day of 19 q §e above named TITLE: MEMBER STATE BAR OF WISCONSIN William J. Murphy and Sue Murphy, husband (If not, and wife, authorized by § 706.06, Wis. Stats.) _ This instrument was drafted by " Charles E. White, Attorney at Law to me known to be the persons who executed the fore- going instrument and acknowledged the ::• ie. River Fa Wisconsin 540 (Signatures may be authenticated or acknowledged. Both J VUi' �lUt �X C(��', are not necessary.) Notary Public ° • 3 i � Cdpcy ,iKi>EX AZ My Com III S I n is permaneit. e (lb to !ration �q s VI ,.. date: *Names of persons signing in any capacity must be typed u: printed below their signatures. WARRANTY DEED —STATE BAR OF WISLONSIN. FORM NO I -1977 1 P -M n' R wiffirm em P ow . 11 ni ; ; ,Y _ 01999 Cloud Cann hies, lnc. Se Cloud. MN 56301 "" R :1 SEE PAaE 30 N �' • 196.6 ' •40 Dan & Jacque s &D X 212 �DeaH G Farm I 69.5 Simonson • • • ° c Y 65 Nelson 38.9 m• s 72 5 nc v m n Harold • Ata F Lenertz A 2 3 O19 00 Hunter Gloria 41 Abdul 71.8 �la �� 193.3 E a n v 40 116.7 C111 &shams 1.vec1: tea < ` 197.5 SS �3 88.8 a Vorwald o Murtar � 1 1 ll 3 Heinbuch y4 & • •Galen 79 -= Trust .,e -ph Daniel Thompann P�ese Ia.'ame a Robert & 2 109.9 D4Na Robert �, Gerald & Ba:deO can „ g 120 F �n<k 40 m &Dale ��; 170.2 , I °8 Kathleen & J 34 Barbara Mark & & Doris a 42 - • • Lawrence B° venkerk ,y M &s N­ 1 A Robert Garbe .0 _ Benson etal . Shaw n z` g James I.- Alvin & Holly Lisa Ickler Laurie 174 • 40 O w Lu • Ro Van Meek Sollom Delander l &A • 1.7 Fam Tr GR GSd2e 80 k? V 160 78 bich 60 50 118 vs` • 2, N Trust etal lames Ali Susan Sh I•n " ` " .i1'^ ,"" ' a.^«+k• - Alvin cordon& • • • M erill Mueller Joanna &Mary Fisk ` Arnold & I L 15 lr & 110 c &1 wm o • Van Beek inski 19 `l 35 I Marcella Lueck • ., ° ua.l • j`a 2 40 _ 56.3 Sumriei 80 160 Ed win c Ray Thmn•s & Lisa - C&S C &I W b ter 0 • f ma : n [ Y E&5 B 9 ��' v K &9 Avi 160 lone= R 10 • O KdrD• 127.3 D&N Me rr a 160 IDQ Pau • •209 7 73.8 Olr &M ¢ Hill V 3E R& arwald • O • 45 4 - juge . 7A G N i Fm Tr dle DP Charles & CG • ^ E j w Madsen & Ste B o159 I T = s Arme Kao i - f 4 2 c =N Marvin • 84 Fagerlie sF Lenertz Fie,lerirk • n v . e ro m „ ^ . Johnson 158 305.7 40 . I Lge t sm 2 "• a 2 & ua sen Fa David & L , „ - " E Trs 10.2 s s c& Q • JR eimer Robert & Philip& 39.2 P �V Gordon 331 Ryan & & GTr7& - H6 Frederick Phoebe •Marvin 113.4 DranY eetnany m P &R E great Kathryn s &B "" rustee Thekla Madsen Nelson Lirxhan -' laBeur f y Tmesdill & Tiacey • Smit KN 6 Karrz Tr •38 80 1 40 • q0 `� •179 < 2 Ir 42.5 awtlw 40 12 w • 2 r ❑2 • g 1.1 thy V 20 100 • rt & Doro k e z u. Mk men • m 5 u.s John Agronomics Gerald DI�IR F� • 1 'hiOiPPs 117.3 40 Linehan u 3 sd,nd t r*J 208 Emholtz 3 37 40 • coddb Mickelson Inc Harold D P 173.5 sm Try t Morrow 113.2 el' IV 3 CD Cmudreaul 122.2 138 • f G4G Cr r� 5.5 L 21)8.1 7 67.3 &KGrier '2 'J v • r 1J4.4 _ a • E C O • ao r. • r 2 •4^ ame. i3 • 4 'a'nse J .3 Ov W J Todd& st - • 37 • - 7 , n Steven David 4 • taus R • 39 Robert it • 3 w & vkky David Munkittrick & 3 154 Jeffrey & Nan - wo 52.5 F o 186 & Janice 9 139 David .p sdtr„eder &Ross CR Quiggle F William & Christensen " N, ' 1 „ eeraw r gloom c '� icteaton Screaton Gerald ` i= & woe• • • Orlande Nmnwt - • Stuart Jr & Esther Fuller • 163.9 DNR • y 9 xo..'.at •;; otson zo 55.2 Z &Judith 40 DOndld &Ciloiia• „ Georgian 9.7 y , 39 i Robin K &K ttzo lee • remrson Fam Kr 4 rd D trer Mueller 7, 57.3 Rider Tr . iv Rick K.mMd �• a &T 11 Il .5 T v Ross & • ^ lamea 1 vugirda s. Ri` • R • . a^ .ma • Gerald & Anth -y & : i • s'7jf z iQ p' • • H JJ Robin Rick Loralames Glenn& 8 20 140 Judith . oho 158.7 &May Townley ET 102.4 ML ` : John 581 Donn Bad' m x 1 80 Purfeerst 305 v fi .0 80 r 8 (V sCfe 0 Bettendorf Tr Thomas & 3 Fuller Dale & r Kurt 8 t� • • Leif & Beverly Low 'g •R R S. Elizabeth _ & David & Rebc g 250 Gaffe,. f Trs •Kerber 40• live J.C. n " 140 Juliann Luse 1 ` a • • Edckaoo Jmirn 2 140 5 " 4o f • 40• a • 80.4 47.9 Dela na z •DW5 2 SS Derwin& @ PSAaw Griffe J &K ;] ° 2 2g : owar Robert Jr d 1 , • -b y w $Ann 1 Margaret o 11.5 s Rodewald 53.3 H Hans vrgmia Troy John r z Madsen f� 90 Gordon • & W min CP Bredahl• 35 5 • & Jan Townley Davis . c J - viede $ 106 3B ; M uer6 x 30.5 • ° Ir ;x sm Try 91.3 • LM Z • 78 e y • John & i Alan & 319 4 35 • of - : c M •r •John & • 1 J Jr & N �,�c. y Keatley Do i 1H Jr & N g Candace JZ )aches& 633 RNi^ Y F , 241 Pson Marlin 30 160 Trust Claris •Gan a Mdaa Kimberl Thom Bettetdorf 9.1 Han &snanm Donna &M Solum I George Trust • ••39 9 CunisTr Hill Anderson „ 44.5 -` ' 1 -anRe 52.9 Krear -t ' r5 r sm D&1. wu,nn 1 &I as Keith & • • Allen & Linda W T H- 'a Dominic Daniel & K " tea 26.8 rrs lee fir 6_ Debora • Leota x • 20 7dtre., r&s THaas 8,y a &sally JClark R Bluhm d & small Ira Andrea Nyhagen R &I K N & Kelh. Fbrer •4D Jilek H. lr ' •r I r a sm w s 70 Andrea u 4R.9 eaaa:.a ns rrs ) 9x 40 R1V27 Falls 77.8 10. 1 s All en 29.3 40 • �` 40 Daniel & Gerald sm _ s&G cadd =- L Land Trust St Croix TM lti L6' =. • „ .741 uwa Lrranne &Betty rn £ v , lr yir n Court a F ` � E - Hebm inehan Lee n0 r�,.ra„a.k' a -" T &K url > 315.5 ?+ ty cem"mvs y - 3 42.7 _ '°^ �„ RI0 S92 zN RL Q n� Z ys gt) tsl enrism ner n c r raw& 40 PB s Vern 0 314.5 (� s d -k ' ,aia.& K ¢ n k nan 112.8 138.8 K Deborah Peskar Vernon & R.. 41 • x :t Mca n.z ,8 i Eugene Fuller 3 91.16 3 + ° 5 ° c 3 & Betty hrr &Karen cnntc I Daniel& a.5 vemon& Stanley Arnold Adeline Peskar r•M ° ' a Judith c H Q 4 m o .hlla 9 e . stanle , P kar Swenson Tr 200 W c•w g &y •David Janet Bauer Peskai Peskar • rM Haase Y Fm Tr u3 D&. x ao cads Larson 101.3 X78 &Rose Rl , 114.3 20.6 n ,09 39 FL Yunker - 99 40 I Sr& '' „� 1A 5sman 1 &t.r Judith c . &T a y�;,`�f` k � I Gary& Hansen Cudd Tr Cudd's Mobile Gerald 37.3 40 219 z = K Tr ao >o "- • u G waehner • etal • 61.8 Home Court 65 &Carol = __ = 101.6 JJ 59 39 Judith Grimm 140 Vemon & '•5 K nn John & Williams K6 Paul & R , S nAr $ sranley Peskar 213.8 • Al1Ce 110 Margaret Walker o i "^ a 3 r • 177.8 1 9 Hanson Tr • 79 • . M T &r ,3. • is s v; Stewart Ca ry & - _ • Vernon & 125.6 steimn,'= 130 - J u dith David &Debra Y ! E R ° - 251.3 Ralph 100 40 Lentz cn m Ovsak Lucille Kelly z Sm Trx RM 10 •� Robert & Tucci Theodore 142.4 39 U z x P.L. P &I.• • • Todd ° L L S x Dean Ber sea Patricia Ron, Karen Miller J Kenneth & Dadem " Grace g g c • 57.3 & Ruth Lore Nicholson '- Nelson 120 80 159.9 o W Rrcnv �n 21.2 3 40 1000 1100 PIERCE COUNTY 1200 1300 1400 1500 REAL ESTATE Midwest Appraisal SerVICe, Inc. 214 N. Main R B U !; River Falls, WI 54002 DENNIS R. SCHULTZ FARMS • HOMES • LAND WISCONSIN CERTIFIED RESIDENTIAL APPRAISER #98 S I N C E x 7 0 . COMMERCIAL TERRY D. BLAEDORN • Buyer Representation • Seller Representation WISCONSIN CERTIFIED RESIDENTIAL APPRAISER #56 try W. Kruger, Bill Schramm, David Hegre, P.WM. RICHARDSON R1 REALTOR ® Broker /Owner REALTOR® WISCONSIN CERTIFIED R ESIDENTIAL APPRAISER #60 Office (715) 425 -8400 e-mail: 113 S. MAIN STREET OFFICE (715) 425-1 ® FAX (715) 425 -9459 krttgerre@pressenteecom .' t f? N/I 54022 FAx (715) 525 -1110 t