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HomeMy WebLinkAbout022-1065-50-004 0 0 0 m v m o con I ~ I ~ O a 3 3 N a ° a w N c • C O N N `A\ O Oo O' O O O Cn 0) 1 a 3 3 m W 6 ^t N _ - U7 N -0 p a Ut C) 0 w O O O ~ O O C 0 0) ° SU co Ul 7 O p v rr N CA N 7 A p d A S O N N Oa p O N _ co o Q c C C) 0 n0 3 00 00 a 0 °O CD O (G (O .ZJ N O C 0 CD (o Y lr A A ~ 3 6 Z OOO' °o ~ Jp * * * <-4 z CL) y o~ N N N o D N' cQ Icr v v O cn o ° O O O N A m C) (D I 3 m = ~ N O a N !\i N d CL ° z z D D o 0 O o 5 a I c @ M I @ S w m CD -i V1 p z m A z ~ o. N Cl) W M N W OD m z a 3 A ° " z 0 m Co N z f w I a w a 0 3 c O Oz CL 0 O N N CL 0 I a I II~ I I ti w I ti 0 I ' ICI o V A {j j A A CD 7C b o 0 p .p DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION 0*13011IAND PERCOLATION TESTS (115) MADISOP.O. BOX N WI 53969 HUMAN RELATIONS (H63.09(1) & Chapter 145.045) LOCATION: SECTION: TOWNSHIP/MUNICIPALITY: OT NO.: BLK, S B I ISION NAME: /9/ Z 3 /T,Z N/11N/0l11J' C N /101 COUNTY: OWNER'S BUYER'S AM : M IL N ADDRESS: s' ~oa:y , ) C'f ~lS J YO1 Z USE DATES BSERVATIONS MADE NO.BEDRMS.: Comm fjR I DESCRIPTION: PROF D OHS: PER?! ZQA TESTS: Residence / ~lew ❑Replace 0 9 RATING: S= Site suitable for system U= Site unsuitable for system O CONVENTIONAL: MQUND: IN-GROUND-~ URE: SYaSTEM-IN-FILLHOoLDING TANK: RECOMMEND/S~Y~STE :(optional) If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the under s.H63.09(5)(b), indicate: ` J Floodplain, indicate Floodplain elevation: AO PROFILE DESCRIPTIONS tLk BORING TOTAL DEPTH T R UNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTHyM, ELEVATION OBSERVED EST.HIG H TO BEDROCK IF OBSERV D (SEE ABBRV. ON BAC B- l /0" o' one -3. 0 c '..45 V77 S , 3 S, yl s w 0dr'W-1 B 3./7 col P/ P B-3 ~ des''` 1 c lD~ s/z,s w s &V0g , B- B- B- PERCOLATION TESTS LZZBER DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RATE MINUTES IN HE AFT SWELLING INTERVAL-MIN. PERIOD PERT D R PER INCH 3 < 3 S 3 P- P- P- PLOT PLAN: Show locations of percolation tests, soil borings and the dimensions of suitable soil areas. Indicate scale or distances. Describe what are the hori- zontal and vertical elevation reference points and show their location on the plot plan. Show the surface elevation at all borings and the direction and percent of land slope. SYSTEM ELEVATION A>_ )d Tf ~ ' /fit _,rh••_ I. i- t N D~ y p e% A - bpi 1, the undersigned, hereby certify that the soil tests reported on this form were made by me in accord with the procedures and methods specified in the Wisconsin Administrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. NAME (pri 1, I TESTS j(VE E ~LETED ON: r G ADDRE W ` CERTIF AT ON NUMBER: P ONE N MBERloptional►: S+ W SYo/~ y 3f 6 G CST SIGN T DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 02/82) - OVER - gt E R SOIL BORING$ AND PERCOLATION TESTS (115) MADISM), tb! 63707 y&~ J l ~ Z f ka ICJ fi g,~. 1 ,n r f)49 a tr.; : t ? f+4 Ail.s5V4y M1 MRi; ' 'sea €.:.,€t4'=: t:. E ~Z _ ~flATES OBSERVATIONS kf~ti#E~ USE w.. ;--A1 ~ T1e=T6WY9Kf- x ' , , r aNeW, L- y epxlace °3t ~ 4 , 1tJ)vC /`3 A4. AM, Ftls.r3td a w;an}u t„r sq .k U- Sitettrtuix8bleforsystum t~'$f, =VJ°t~#~N-Flt.t ~t7~ptdVU TANK Rt ((3lVfAA>10$O SYSTAf:foptitinai;~ 0 SO mu 0S t`l irt;t t t `:r aer~rl ~1(: 1r,~d i,"1 r +M1 r.` __w. (g ynY iaEti®ra Uf the tested rreeE rs in ;hrs_ ttrtrfer n t ii--iri~YE3 / s i° t traoe)d~ltr~, indtc&tP Etarsdtalarn cievataon. ._1 PROFILE DESCRIPTIONS Eats ar ' t , 7 r3 CN SNAltAf Tf f C)h atli UYITH TNICtCtYi ~uS. L'f)lC2Fi, TFXTt)tiE ND DEPTH t !I { l1 C3 µt}N WATT NCH N~lRflr t t r" t s 1 : i'a ~ti )E3, FE1'i! Ca a i ~ TO S Ef)€itld k li t~RS RVE0 (SEE- AAORRV ON SUCK.) a t oft a A t f f"~ l T hY " N rrG d " MoT <,.tA is S3". iM i-Ts P.J r9 4.11, 1 * W two 1N%-r, ' ; m F~M A°r- A r s- 4 , PERCOLATION TESTS l rf t t3 F+t L > & 0P LEVEL _ j ,1 ~ A'i'k M'INUT'ES l tlz y i rS end t 9$ i tty t r fAt"i 4 TWI _ PER r~!>'Li~ a : . -OT dsx ti a , r -Ation, tests, *oil b,arriAW and the ditnettsions of suitable, as. I a~ s~etyr'aisutrt . s. Describe what aara the )enri of tl <art:! ~...alsr ,.tr>t>. t=:Et : L" rK, r tee elevation ~l all and the direction and percent ►YSTE d ELEVATION Lo L,,4 ~,ft, t t T _w .7 , "ro La'r Lfair 1 LE tH Al 69 $ 5CALC g 40r s' 7'e, ~ o-r L,rri E the utulersiytted, hereby certify that the serif tests repeated on this farm were made by me in accord with the procedure* and methods specified in the Wisconsitt in,imstraiivn Fade, and that the data recorded and than location of the tests are correct to the best of my knowtedye and belief. F. TS V AE 4~C1Mf'i_ETV5 - N: 14 ERTIFIC.ATI N NUMB PHONE NU SER(option,:;fl-t t '.if ltitit)lld r4: f)uttro.rf,rawloraa,'uaty to t oc,il Att 1w.ttw, Prrapurrty ()wrarn atrtl Soil luswn tt;t rrr);i39'S(R.ftlstir) OVER k-1 U STC - 104 AS BUILT SANITARY SYSTEM REPORT, % OWNER 75~b tl 51P ADDRESS 1-~ Sw SUBDIVISION CSM# 1t- LOT # SECTION _T A N-R f S W, Town o / /Gl l 1~d7 l` ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM a W1 c)n s INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. t 4~:£6/£ :HOZOSdSNI z , :UHSNnN aSN33Iq l I~/ L SOr NO H2gNngd l l/ o`fl, V gVISNI 30 SIVU 16 apE.zb TEU . A apPaq bui4sTXa M94sds 3o M0440s pTo3Tuvw/agpeaH 330 dmnd wo44oq Od 49TUT Od qaT4no is '49Tul IS .aaMaS butpTTns SHOI LYAMS aag-40 asnoH ,~'oCc :TTaM :mo.z3 xOEggaS , o S : auT T • do-id 4saaesu oq uoT oexrQ :9 aaue~sTo sagoua.z,4 3o aagmnN tl . 4bual 44pTM wassxs MOIXdHosay Zlos uoT4sooZ uusTK a :aTOAO/suoTTQO uoT4eaadas gsoTa 9 Z T S ~aPoW ] j9an4oe3nuRW :dmnd J9tPO asnoH TTaM :mojj xovg4as Q :A-4TOedaO pTnbTZ d_. i :.z9.zn4oEjnuRH Nollymomi xNKS JNlagon / aHxV-H0 Cal XKVI OISdas ws 3ZYN2I3s'IK Wiscftsin Department of Industry, PRIVATE SEWAGE SYSTEM County: Labor and Human Relations INSPECTION REPORT ST. CROIX Safety and Buildings Division (ATTACH TO PERMIT) Sanitary Permit No.: GENERAL INFORMATION Permit Holder's Name: ❑ City ❑ Village Town of: State Plan o.: WITTEK, SCOTT T & CHARLENE J 9 CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax o. TANK INFORMATION ELEVATION DATA a, 0 5 TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing '7Sa C(,64 Aeration Bldg. Sewer Holding St/ Ht Inlet TANK SETBACK INFORMATION St/ Ht Outlet TANK TO P/ L WELL BLDG. Airl to ntake ROAD Dt Inlet Air l Septic NA Dt Bottom Dosing NA Header / Man. Aeration NA Dist. Pipe Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade Manufacturer - a Demand Model Number GPM TDH Lift Friction System TDH Ft oss Head Forcemain Length Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSIONS SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: SETBACK INFORMATION TypeO CHAMBER Moe 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.)("'4?' LOCATION: KINNICKIN iC 23.28.18.356D,SE,NE,LOT 7, SHERWOOD FOREST RD. qLl so .tu~ U'~d-' tm 0~ Plan revision required? ❑ Yes ❑ No Use other side for additional information. SBD-6710 (R 05191) Date Inspector's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: SANITARY PERMIT APPLICATION COUNTY In accord with ILHR 83.05, Wis. Adm. Code C~y STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than ❑a~ a 8% X 11 inches in size. k if revision to previous application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. a PROPERTY OWNE PROPERTY LOCATION ,5 c S F,'/4 `I ['/4, S 23 T N, R E (or W PROPE TY OWNER'S LI~AD RESS LOT # BLOCK # CITY, STCA~TE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR SM NUMBER - 01 - ~'a~ 11 ,U . TYPE OF BUILDING: (Check one) NEAREST ROAD ❑ State Owned ❑ VILLLLAGE ❑ Public 1 or 2 Fam. Dwelling-# of bedrooms PARCELTAX NUMBER(S)r tb~ III. BUILDING USE: (if building type is public, check all that apply) 10 ~l n 8 1 ❑ Apt/Condo 2 ❑ Assembly Hall 6 ❑ Medical Facility/Nursing Home 10 ❑ Outdoor Recreational facility 3 ❑ Campground 7 ❑ Merchandise: Sales/Repairs 11 ❑ Restaurant/Bar/Dining 4 ❑ Church/School 8 ❑ Mobile Home Park 12 ❑ Service Station/Car Wash 5 ❑ Hotel/Motel 9 ❑ Off ice/Factory 1130 Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1.19 New 2. ❑ Replacement 3. ❑ Replacement of 4.0 Reconnection of 5.0 Repair of an System System Tank Only Existing System Existing System B) ❑ A Sanitary Permit was previously issued. Permit Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 1K Mound 30 ❑ Specify Type 41 El Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 420 Pit Privy 13 ❑ Seepage Pit Pressure 43 ❑ Vault Privy 14 ❑ System-In-Fill VI. ABSORPTION SYSTEM INFORMATION: 1. GALLONS PER DAY 2. ABSORP. AREA 3. ABSORP. AREA 4. LOADING RATE 5. PERC. RATE 6. SYSTEM ELEV. 7. FINAL GRADE REQUIRED (sq. ft.) PR POSED sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION V S~ a r Feet le ) Feet CAPACITY Site Fiber- Ex er. Vtl. TANK in allons Total # of 's Name Prefab. Con- Steel Plastic p INFORMATION New lExisting Gallons Tanks Manufacturer concrete stCon glass App. Tanks Tanks Septic Tank or Holding Tank Lift Pump Tank/Si hon Chamber r L VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plum er's Name (Print): Plu ignature: (No Stamps) MP R / Business Phone Number: Gr ZA ~ Plum is Address (Str et, City, State, ip od~): IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issued Is ng Agent Signatur (No Stamps) Surcharge Fee) Approved ❑ Owner Given Initial to I Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398(R.08/93) DISTRIBUTION: Original to County, One Copy To: Safety a Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. I 2. Your sanitary permit may be renewed before the expiration date, and at the time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. 4. Changes in ownership or plumber requires a Sanitary Permit Transfer/Renewal form (SBD 6399) to be submitted to the county prior to installation. 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years. 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety & Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is Public, check all appropriate boxes that apply. IV. Type of permit. Check only one in line A. Complete Iline B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI. Absorption system information. Provide all information requested in #1-7. VII. Tank information. Fill in the capacity of every new and/or existing tank, list the total gallons, number of tanks and manufacturer's name. Indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and holding tanks for this system. Check experimental approval only if tanks received experimental product approval from DILHR. VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.), address and phone number. Plumber must sign application form. IX. County/Department Use Only. X. County/Department Use Only. Complete plans and specifications not smaller than 8% x 11 inches must be submitted to the county. The plans must include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served; B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume; elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information. GROUNDWATER SURCHARGE 1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can effect groundwater. The monies collected through these surcharges are used for monitoring groundwater, ground- water contamination investigations and establishment of standards. SBD-6398 (R.11/88) SAFETY & BUILDINGS DIVISION State of Wisconsin Department of Industry, Labor and Human Relations June 20, 1994 2226 Rose Street La Crosse WI 54603 WEGERER SOIL TESTING PO 74 RIVER FALLS WI 54022 ` a cn RE: PLAN S94-40568 FEE RECEIVED: 180.00 WITTEK, SCOTT SE,NE,23,28,18W TOWN OF KINNICKINNIC ill 1V COUNTY OF ST CROIX MOUND SYSTEM The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. This plan submittal approval will expire two years from the approval date, or if a sanitary permit is obtained, plan approval will expire on the day the initial sanitary permit expires. The licensed plumber responsible for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sincerely, R erard Swim Plan Reviewer Section of Private Sewage (608) 785-9348 4404R/ 1 SBD-6423 (R. O M I ) ' PLOT PLAN • QPage Z- of b • Scale 1 L10 ' S t o ~ 6 8 ~1Z~ .Irv s P 6 60' j= m SOT ~►.P+~-r ~ q`b ' 98 9 Z6 ft-mui 6Ravr.sD ►N ls'`Dlq. pA -rme, ~ QQ 3S'oF ~IrPVC t d ~r o0 so' of 4"Pv Q 3 b 2M PF~L0Ew e , Coll s U~` U Q A V1~ 4 8 i ~,d11s~ NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted.. 2. Install permanent markers at end of each lateral. ( Z required) 3. Install 4" observation pipes with approved caps. ( Z required) 4. -Septic tank to be lO0 O gallon capacity manufactured by W CO~uC C~IZd~~-TS - Pyw~t~ i1re_ 1U t W1FsS22 -no sprL,1 Ip )h. 5. Bench Mark Sea- "j6pUE hLitN, 6. Divert surface water around mound to. prevent ponding at the uphill side. J Page 3 Of z, a Q b Approved Synthetic Covering Distribution Pipe Medium Sand _ H ~G Topsoil F Elev. of q , O 3 E b f, % Slope Force Main Plowed Trench of -2"-2-2" From Pump Layer Aggregate Undisturbed D \-o Ft. Soil E 1.3 Ft. Cross Section Of A Mound System Using F O.a Ft. I. Trench For The Absorption Area G N-a Ft. A S Ft. H i. s' Ft. B 'is Ft. I VL Ft. Linear Loading Rate= 6. 13 GPD/LN FT J 7 Ft. Design Loading Rate=0.3SGPD/SQ FT K to Ft. L q S Ft. W ?LI_ Ft. L Force B K- Ma W ibution Trench Of 2 2 ipe Aggregate [,Lion Permanent 1 Markers securely) c4,`4 ~It ~ s twN Mound Using I Trench s rptiM~rW No~t~ pP S'EE ' Page Of 894-40568 - Perforated Pipe Detail 0 End View Perforated End Cop) PVC Pipe asp Install permanent -marker' at end of each lateral \ Hotel Located On Bottom, Are Equally Spaced Q / \ End Cop P •~t * PVC Force Main Distrnoution Pipe Lost Hole Should Be Next To End Cop r 1 ca'4 S1Distribution Pipe Layout P 35 Ft. X _V Inches _ V Inches ,AVONS Hole Diameter DIY Inch w° Lateral ) 11V Inch(es) \J60,11 010 F eN~St~ Manifold - Inches Force Main Z Inches G0F1 # of holes/pipe -1 O Invert Elevation of Laterals 44.5 Ft. Place lst hole Z 2itfrom tee with succeeding holes at qq4 intervals._ Last hole to be next to the end cap. f • S4-4056$ PdMP CHAMBER CRO_55 SECTIOU ARID SPECIFICATIONS' PAGE S OF ~ VENT CAP 4%.T.. VEUT PIPC WEATHER PROOF APPROVED LOCKING MANHOLE JWJCTIOU BOX NG LABEL ~ 10 FROM BOOK, COVER WITH WARNING • it MIIJ. WIWDOW OR FRESH AIR ItUTAKE I LL&F~tADC ( '1' MIN. S ~ 1 41 10' MIN. COWDUIT 18"MIN. \ ~MVIDE . INLET ~ 4iR? IGHT SEAL II v t `l} N"~ I I (I APPROVED JOINTS APPROVED J01uT A Taiikk`- ~ ructio 11 comply I with approved W?d, HR 83.20 1 1~1 .pipe extending ALARM 3 feet onto a I,pBOR i HURAN 11 I AT161~I8 I 1 solid soil. Dpi, Of INDUSTAY• 811iLDltBxl~ I ( ON g~fY f I Both sides of C DIVISION of tank. aZ.ZSFT I CLE1r: SEE COR S NL`.xPUMP _ OFF D H a-L' of IQ ' COWCRETE DLOCK 3" AOPAa1/EA RISER EXIT PERMITTED OWL'S IF TAWK MANUFACTURER HAS SUCH APPROVAL ggDpl SPECIFICATIOMS DOSE S Wt~S~R C,01ut"-R~'1'L TA K MANUFACTURER.. NUM9ER OF DOSES: PER DAy TANK 51ZE : ISO GALLOWS DOSE VOLUME t 1 0.3 S•T. ~LFCTRp S`4S• IrIS IKICLUD1146 6ACKFLOW: GALLONS I AL_ ARM MA1JhIFACTURF.R: MODEL WUMbER: ~ S' 1 ~ CAPACITIES: A= S WC14E5 OR Sun' GALLONS SWITCH TUFF.: ~Z~RY 6 = Z IUCNES OR 40' WLOU5 i Z-o~-t Cow-I~~r l c= -7 ILICHES OR "4r' l GALLOWS i PUMP MANUFACTURER: i MODEL NUMBER: S Os 15 IMCHES OR 300. GALLONS Y~I~'IZ~1~ t1 LIOTE: PUMP AWD ALARM AR -tL TO 6 SWITCH TYPE• . MINIMUM DISCHARGE RATE 2 3` y13 GPM INSTALLED ON SEPARATE CIRCUITS VERTICAL DIFFERENCE DETWEEIJ PUMP OFF AN0_015TRI6UTIOL) PIPE.. -2-12 FEET + MINIMUM NETWORK SUPPLY PRESSURT7E~~.... 2.50 FEET ♦ 80 FEET OF FORCE MAIN X 1" FYoo FtFRICTIOIJ FACTOR. 2" FEET TOTAL Oy1JAMIC HEAD = 61 FEET DIAMETER 3 q INTERNAL DIMEWSIOW~ OF TAWK: LEWGTH ;WIDTH .~.~;LIQUID DEPTH BOTTOM AREA - 231= GAL/INCH AS PER MANUFACTURER = Z~• OS. GAL/INCH _ CO 94 ~ 40568P~~ X0,±6 _ • w W HEAD CAPACITY CURVE '8 61/4 F- I.L. "53-55" SERIES 4 25 TOTAL DYNAMIC HEAD/ I 4% FLOW PER MINUTE EFFLUENT AND DEWATERING o CAPACITY + 20 HEAD UNITS/MIN 111- 1 W FEET METERS GAL LTRSs 11 fz NPT = 5 1.52 43 163 ° 10 3.05 34 129 15 4.57 19 72 1 a 15 19.25 5.87 0 0 Z 4 Q •10 I H O ~ 2 Z3.~lo 5 9'5/,8 1 0 US 10 20 30 40 50 GALLONS LITERS 0 80 160 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS • Piggyback Mercury Float Switches • Available with special cord lengths of 15', available. 25', 35' and 50'. • Variable level long cycle systems • Alarm systems available. available. • Duplex systems available. Standard cord length - automatic 9 ft. Standard cord length - non-automatic 15 ft. SELECTION GUIDE M53/55 SERIES Control Selection 1. Integral float operated mechanical switch, no external control required. Model Volts-Ph Mode Am simplex Duplex 2 Single piggyback wkleanglemercuryfoatswitch ordouble piggybeckmercuryfloat M53/55 115 1 Auto 8.0 1 or 1 & 7 switch. Refer to FM0477. N53155 115 1 Non 8.0 2 or 2 & 6 3 or 4 & 5 3. Mechanical attemator 10-0072 or 10.0075. D53/56 230 1 Auto 4.0 1 or 1 & 7 - 4. See FM-712 for correct model of Electrical A tertud". "E-Pak". E53/55 230 1 Non 4.0 2 or 2 & 6 3 or 4 & 5 S. Sensor mercury float switch 10-0225 used as a control activator, with E-Pak (3) or (4) float system. 53 Series - Wt. 23 I bs. -.3 H.P. 55 Series - Wt. 25 lbs. -.3 H.P. s Four (4) hole "j-Pak", junction box, for watertight connection or wired-in simplex or duplex operation. P/N 10.0002 7. Two (2) hole "J-Pak". junction box. for watertight connection orsplice, PA 110-0003. For Intormatkm on additional ZoeNw products refertocataiog on Combination Starter, FM0514; CAUTION piggyback Mercury Float Switches. FMO477; Electrical Aftemator, FM0488; Mechanical Alterns_ All Installatlon of controls, protection devices and wiring should be done by a qualified nator. FM0495; Alarm Package. FM0513; Sump/Sewage Basins, FM048T, and Simplex Cordrol licensed electrician. All elecUkal andaletycodashouldbefollohiledInaddtibetothe Box. FM0732 most recent National Etaobte Code (NEC) and the O cupadonal safety and Ha d& Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. XK TO, P *O* BOX 16347 Z F wbv*, KY402W-o347 Manufacturers of... OELLE/'P p, To 3280 Old 8fersLarfe Loubvi, KY40 Xr4o21s O p ® (502) 778-2731 a 1(800) 928-PUMP A-&17YP!/A07ff p ~NCE Is7~i7 FAX (502) 774-3624 Page of 6 MOUND SYSTEM A 3 BEDROOMRRESIDENCE S9 4 - 4 0 5 6 8 LOCATED IN THE S 1/4 OF THE ~E 1/4 OF SECTION T z8 N, R'% W, TOWN OF ~1f~1f~31 lt11J).)~C , MT. C-b~IX COUNTY, WISCONSIN. INDEX PAGE 1'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW-CROSS SECTION : PA GE 4 of 6 DISTRIBUTION PIPE LAYOUT PAGE 5 of 6 PUMPING CHAMBER PAGE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR sc.c~ l-T W tT'T~tc ~;~-v ~ ~t;C~;k1) S 40ZZ PREPARED BY 0 *09661 ADO (3plo %0 WEGEERER SOIL TEST S NG s._•°°,°...°•....°"'••f'~ AND . ° a ~ l+F.Tf! tR L. ' I3ES I GN S~t~~? I CE ~ '='`R ~ ~ Ci`A ~ t.S:; ;7FTN, fS. ~ P.O. BOX 74 421 K. MIN ST. RIVER FALLS. YI 54022 ~ 715-425-4165 ,,~~j I G ~s 194 6-9-9q RECEIVED J U N 1 3 1994 SAFETY & BLDGS. DIV. JOB NO. • Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations Derision of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY ST . 0-M Lx Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 0-?-Z- ) 0 6 S -SO- 00 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION SC-(Y1--r 88Y$T St= 1/4 13E 1/4,SZ3 T Z$ N,R 1$ E(or)1D! PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM # w a6a1 -17~ `T14 ST. - cswi UuL 6, P-9 1-110 CITY, STATE ZIP CODE PHONE NUMBER ZZ[@TOWN NEAREST ROAD ~t~t_~1Z t=-~t cs, l~ ( s4ozz (~ls~ ~~s_ 03a M?_~ 'j ~ C I S1}FR~a~D ' o -OT RD. Ar I" New Construction Use Residential / Number of bedroom 3 clip. * itin to existing building (j Replacement (j Public or commercial describe ~ z Code derived daily flow S 0 gpd R ed de4joapir@ raft 4 , gpd/ft2 2.3 S . trench, gpddt2 Absorption area required 1-15 bed, ft2 1~ S trench, ft2 m desiggba r:~te o , gpd/ft2 0, b irk, gpd/ft2 Recommended infiltration surface elevation(s) e . O L T ferred toAitr± benchmark) Additional design / site considerations 1A0~-~ w / S ' K l S' R-hJb Fr Lt~ Parent material S y-je N4 . Flood plain,efev , if applicable N. A - It S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable I s stem ❑ S 14U 5aS ❑ U ❑ S ®U ❑ S O u ®S ❑ U ❑ S ®'U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed w& ( I o- 1O-t% Z! Z - S Z `F `ih mvJ\\ a-S - o,S o. Z y-g LO`!lZ- 31(a _ ~S 1 ~SV&L rnv ilr Ground 3 g - 3 LO `1 fZ VI L e-S b\-L Inn u it- CS - o_ S o. L elev. z 4$•9 ft. y 3y-3$ >o`tcz- SJ(o ~.5~tm S1,6 VAU-N CS - - Depth to S 3$ _V 8 l b1-1 R $ l 2 ~S O h'► V 'F1~ - _ limiting factor LSTS ~,l i~ J 1v - S S - v w 1M ~N Remarks: Boring # ` Wk~ O-3 tls"iv_ 2.CZ - S I 2qb. pt,S o,S u. a. 2Y Z 3_~Z LO`1R 31L ~cSbh mu~y. ~w as €u.6 3 tz-3S ~O~ tz V/6 - ~i s l CS b~ wtv~ c-s - o•s o- e Ground elev. W-01 S/L ~zsytZ s/~ ~s 01sl ft pti' w,u'f~- - - - Depth to u S - S C limiting 3S I T_ Remarks: CST Name.---Please Print Arthur L. We erer Phone: 715-425-0165 Address: Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 Signature: V_ ~Z Z Date: 6 ` _ q CST Number: M00576 3 PROPERTY OWNER SOIL DESCRIPTION REPORT Page? of PARCEL I.D. # ~'Z-Z-- 0 6 S- SO - 0 0 4 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench p 3 tl~`-q ~Z z,lZ s 'Z 91r mu E~h A, S - o.S u• L Z 3-1Z. Doti \Z 316 ~S ~esbk ~►~fh c - o, s o.6 Ground 3 ~z-36 1.o-LIZ VIb s \ sbh M wfl- C S o• S (r b elev. 2 - C nn I ft. 36-49 1wgl LSl~ ~.S~tit s/~ 4 0 gnu fr-- Depth to V S NLjb h S Q 1 Q limiting fact4r Remarks: Boring # Ground elev. n. Depth to limiting factor Remarks: Boring # sY i Ground elev. ft. Depth to limiting factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05192) PLOT PLAN Page 11, of 3 SCALE 1"= ~►ctze~ L iti S PC-*- V>PdLceL. 6 60' i= a .ry ~o a ZL. 98 q Q env ~ bo'o it Z f ~ J r9 erJ' -Cam-. Wu.O o►~ SP 1h.E 4 r I- 26 rmbue GtavwD Y YL tN tS"ot1j. oPt12 3~J[ o I~ ~ Y t d ~ o~ V) 3 ~Dt2M 1Z.~S lD~kx'~ , W M k- "to 8t fYr LftST Soy F-mm wiovn,D C~~vD IV' Uft-rr ZS F[z.o" TPc>v1~s. X60 ~f 715 495-01 65 M00576 CST Signature Date Signed Telephone No. CST # 'Wisconsin Department oflndusuy, SOIL AND SITE EVALUATION REPORT Page \ of 3 Labor and Human Relations Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY ST , etz.p t_x Attach complete site plan on paper not less than S 112 x 11 inches in size. Plan must include, but not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. O-LZ.- I u 6 S - so - 00 ~ APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE PROPERTY OWNER: PROPERTY LOCATION SCATS L i N-T'"E1 C 6e kA~ S E 1/4 ►JF 114,SZ3 T Z8 N,R I b E (or)CV PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR CSM # w q. 6 a 1 -17 O `N ST. - asm 1`1 l0 CITY, STATE _ ZIP CODE PHONE NUMBER []CITY []VILLAGE ®TOWN NEAREST ROAD lv(D-r- F-F1Lfs, W I S40ZZ (-)Is) 41S_ 0383 .1-c t lCtu~v C S1tEl~uooD ter- m-a RD. New Construction Use (xj Residential / Number of bedrooms 3 [ ] Add'ikn to e)dsting building [ J Replacement [ ] Public or commercial describe Code derived daily flow S 0 gpd Recommended design loading rate 1 bed, gp(W_Sl- 4 S -.trench, gpcW Absorption area required 3-1 S bed, ft2 3" S trench, 112 Maximum design loading rate 0 5 bed, gpd/ft2 c' 6 trench, gpdJft2 Recommended infiltration surface elevation(s) V q q • O ' ft (as referred to site plan benchmark) Additional design / site considerations 'MOkx-xz~, w / S' is 1 ST 111-9xlf . "11V , I 'OF SAlu4 R L-L Parent material S l0vo SYWQP- Flood plain elevation, K applicable N- N - it S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SY8TEM IN FILL HOLDING TANK U= UnstMable for system ❑ S 14 U 5aS ❑ U ❑ S ®U ❑ S U ®S ❑ U ❑ S I3'U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bou'tdarl/ Roots GPD/ft in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. Bed mrrh I I o- Lo`1R- Z-! Z - s1 Z 9h mv`f~ o.S r'• Z y-o. IQ~%jp- 316 - `FS 0-- Sbk n+v iv &,w - 0,S 0. Ground 3 g - 3 1 O R V / L - c-s bh wt u f 1,. C-S - o- S o, t- elev. c Z 48.9 ft. y 3y-3$ ►~~cz s16 ~.s~2 s/~ ~s v~ mush cS - - Depth to S 3g -S($ L 1~H jz ! t ~S o Vr, v - - ' = limiting mi`l'' tsTS h~1 i~ J- S S R- v w ©1 Remarks: Boring # o• S d O- 3 10` l Z CZ S 2 `F 9V, rh u 'Fb D, S El Z 3_\Z lo`"LR 31f. - `~g ~Sbh it u ~h JL - a S o. 6 3 IZ-3S 1°1-t a. V/b `Es l cS)D Iz w►u Ground elev. 3S-Y8 \o~-t2 ~Zsti O >~ru- S/L ~t SIB 'T ' VM qS. 7 ft - S e C Depth to u 13 limiting f Remarks: CST Name.-Please Print Arthur L. We erer Pte: 715-425-0165 Address: Soil Testing & Design Service-P.O. Box 74 River Falls,WI 54022 Signature: 01 V- \1 Z Date: 0-9-9,, CST Num 0 0 5 7 6 PROPERTY OWNER SOIL DESCRIPTION REPORT Page? of PARCELI.D4 O'LZ- t06S- 50- 0201 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed rends s><:.• 3 'Z Z 3 2 q~ m y ~h 0.r S - o• S (3.(. wnw;,.<Z 3-lZ X0`1, \z- 316 `~rz ~ Ground 3 ~Z_3b Lo`~l 1Z ~l16 S \ Sbh w U-6- C s O. s o= 6 elev. - Co. -I ft. 36-49 io-il Lsl(. t-) Spa. sis U Depth to l`tJ S N L$UYL' f S Q 1 limiting fa3gr b € Remarks: Boring # € I I 13 Ground elev. ft. Depth to limiting factor € Remarks: Boring # .l Ground elev. ft. Depth to limiting ' factor € Remarks: Boring # L'*3 € Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) . ' PLOT PLAN Page 3 of 3 SCALE 1"= yp ' e3 L~ P 6 6o' i m tuOT ~'-0E-1.Phe-T' ice' ` o~`b~, CAL- p ► sy~jvL-e~, ~4-l S ~t'tt ` I CM ~i~A.2 ~ ~oqj i LsLOL'1 @•l q LTI. 9a o -ry b 2 r ~ J Lw-ra w SP1hE zb`` t~t6ov~ GRovwD ~ a b IFS ~ Q p O Ir d r 0 0 3 ~DMt-j RCS lDts>uCt;T t I 1~T~ = IN "'M WE RT LlksT Stl' .'FROM M0QKjD C~~D fr Lft-yr 7-s' Pao" (715 ) 423-0165 M00576 CST Signature Date Signed Telephone No. CST # 4JL 71.Xt CERTIFIED SURVEY MAP Located in the SE 1 /4 of the NE I /4 of Section 23, T28N, R 18W, Town of Kinnickinnic, St. Croix County, Wisconsin being also a part of that Certified Survey Map recorded in Volume 5, Page 1408 Surveyed for: Jeanette M. Leonard 386 W. Church NE CORNER River Falls, WI 54022 a SECTION 23 N (a o Z (-00 + _UNPLATTED_ LANDS ee S 89' 41 ' 25' E 647.22' 6 6- Y ~ ,g( 614.22' 33' SEPa$> LNORTH LINE OF THE SET/4 OF THE NE 1/4 I AWM co wow CS Baud d D"* LOT 7 LEGEND 214747 SQ. FT. (4.930 ACRES) to M INCLUDING RIGHT Of WAY N (Eli 3 - SECTION CORNER N 203798 50.. Ff. (4.679 ACRES) Ni MONUMENT EXCLUDING RIGHT OF WAY ~ N,) I" IRON PIPE FOUND °I 10 0 S 89'41'250E 647.28' 1~ ~ O I X24 ROUND IRON PIPE WEIGHING 614.28' 33'1;1 z 1.68 Las / LIN. LOT 6 WII a FT. SET U) w W 214297 SOFT. (4.920 ACRES) NI W n INCLUDING RIGHT OF WAY M QI F ~ M 203395 SQ.FT. (4.670 ACRES) O Q M EXCLUDING RIGHT OF WAY N M N J 0. (IV CU W x101 M1.~ W .Ni w W z - a L't S 89' 49' 10"E 647.34' W ~I Z J WWI -I Q n 614.34' O 33' (D 41 w 0 >~wl (L c I al IiF iIQI N N 0 N j W W ~:3~a l jlo LOT 5 ai 1'0 ~ 0 WI0'1 >10 429110 SQ. FT. (9.851 ACRES) 0 z~ pl W _j a z INCLUDING RIGHT OF WAY N F- -~I~1>I 4i 386982 SQ.FT. (8.884 ACRES) Q W 1 EXCLUDING RIGHT OF WAY 0] 3 v W ;0 I it I wl wl V) I C; 0; yl W W W Ol t j 6 E 1/4 CORNER N 89° 56'55° W SECTION 23 _ 614.46' ET 28N, R18W_ 464525 _2_5_TH_AVE.(_0_AK DR_IVE_ N89°56'55"W_~ N_89'S6'S5"N 647.47' - - - - - - W 1/4 CORNER UNPLATTED LA-ND$- SECTION 23 SCALE IN FEET I"z"!O0 A j~hr~ 0 100 200 /~l i CO~1~ SEP 1 1986 Volume 6 Page 1710. ST. L n X L" Ir(iY COMPREHENSIVE PAk,KS ANO pLANNTNG '1111IG COMMITTEE i 485-569 I DESCRIPTION A parcel of land located in the SE1/4 of the NE1/4 of Section 23, T28N, R18W, Town of Kinnickinnic, St. Croix County, Wisconsin, being also a part of that Certified Survey Map recorded in Volume 5, Page 1408, described as follows: Beginning at the E 1 /4 corner of said Section 23; thence N89056'55"W (bearings referenced to the East-West 1/4 Section line of said Section 23 f assumed N89056155"W) 647.47'; thence N0002137"W 1327.13' to the North. line of the SEI/4 of the NE 1 /4 of said section; thence S89o41'25"E 647.22' along said North line to the East line of the NE1/4 of said Section 23; thence SO003'16"E 1324.21' along said East line to the point of beginning, containing 858154 Square Feet, (19.701 acres) and being subject to an undelineated easement to St. Croix County Electric Cooperative and also subject to roadway easement across the Southerly and Easterly 33' of the above described parcel and all other easements, restrictions and covenants of record. I, James E. Rusch, registered Wisconsin Land Surveyor, hereby certify that I have surveyed and mapped the above described property; that such plat is a true and correct representation of the exterior boundaries of the land surveyed; and that I have fully complied with the provisions of Section 236.34 of the Wisconsin Statutes, and the St, Croix County Subdivision Ordinance, and the town of Kinnic- kinnic Subdivision Ordinance to the best of my professional knowledge, under- standing and belief. SSG-0NT m e s E. Rusch 44 ' 0000 'Professional Land Surveyor JAMES E. "407 Second Street RUSCH w Hudson, WI 54016 S-1316 i4 Hudson, Wis. 0 Dated this 7th Day of August, 1986 V 4zhis *nap is ebr appr-e-rir-e4by y the Te:ii Bcar of the ?',rwn of Kinftieldnn'ie Date- T-Q~Axn CIA vo1t,::e u rEi, e 1710 I STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNERBUYER MAILING ADDRESS Z"'j 961 PROPERTY ADDRESS (location of septic system) Please obtain from the Planning Dept. 10 CITY/STATE I T) PROPERTY LOCATIONS ~ 1/4, 1/4, Section T -2F N-R W TOWN OF A,1 j2 141 L 11i11n c C ST. CROIX COUNTY, WI SUBDIVISIONO LOT NUMBER CERTIFIED SURVEY MAP ' VOLU , PAGEZ), LOT NUMBER r~ 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 licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% of the cost of replacement of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge and scum. I/We, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your septic has been maintained must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three y expiration date. SIGNED: DATE: St. Croix County Zoning Office Government Center 1101 Carmichael Road Hudson, WI 54016 11/93 S T C - 100 This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner/contractor, (spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of property}/ Location of roperty~ 1/41/4, Section ,T N-R 14 W 19 7 ~ 7171)= Township l rd~J~~,n1C,j~li Mailing address r Address of site Subdivision name Lot no. 2 Other homes on property? Yes No Previous owner of property /4 1 Gll~ Total size of property YJ Y3 Total size of parcel ~95 Date parcel was created Are all corners and lot lines identifiable? Yes No Is this property being developed for (spec house) ? Yes _No Volume ZfZ and Page Number? as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER AND THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a Certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in t Mf fice of the County Register of Deeds as Document No. , and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the s~mnof the County Register of Deeds as Document No. Signature of Applicant Co-Applicant Date of Signature Date of Signature DOCUMENT NO. STATE BAR OF WISCONSIN FORM 1--198% THIS SPACE RESERVED FOR RECORDING DAT; WARRANTY DEED - YI) LI FREG ER'S OFFICE - OIX CO., W! This Deed, made between ames W Richardson___and d for RencXd ...Deane-Leonard __f/k/a___JeanetteM._ Ra c-hax.ds_a>j 1 f 141-3 4 Grantor, and ---o-tt __T_• _Wittek_ -and Charlene__J_. Fern-wittek____ m, f/k/a-.-Char_lene__J.__-Fern_,-__husband__and__wife..as.._.... Su- vii-vo- sh. R...mag tal P OAertX------------------- dDs Grantee, Witnesseth, That the said Grantor, for a valuable consideration-----_ RL-rpu To conveys to Grantee the following described real estate in Cr0 ty......-__ County, State of Wisconsin: l~ o c A, w-r- 5y(o~ Part of the SEk of NEB Section 23, T28N R18W described as follows: Lot 7 of Certified Tax Parcel No_ 16 Survey Map recorded in Vol. 6 of Certified Survey Maps, page 1710, as Doc. No. 417132. j v -7 L~.' f' This deed is given in satisfaction of that Land Contract dated May 18, 1989, recorded July 12, 1989, in Vol. 845, page 454, as j Doc. No. 449596, Register of Deeds' office, St. Croix County, Wisconsin. • t I This S LlO t homestead property. (is) (is not) Together with all and singular the hereditaments and appurtenances t`,ereunto belonging; ' And-•--- lam-e s. ~?t ~ha?~dson-.an-d _-J.eaDet.te... ,t ---Le.oP_ard............................................ warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except i I easements, restrictions, and rights-of-way of record, if any, I and will warrant and defend the same. j Dated this ....~th s . day of ...................J........ 19..94... 1C/ . (SEAL) ~I . j jnJnette s W. Richards •-----•-••-•••---••...•-••••••.(SEAL) M. (SEAL) L eonard f/k/a • ette..M*...It chard-sori------ I I AUTHENTICATION N ACKNOWLEDGMENT I, Signature (s) _ STATE OF WISCONSIN St. x •County. authenticated this day of 19 Personally came before me this ...7th...... day of July 19.4.4.. the above named - ,I ~Y' ...............•-•••••--•••-•-•--••••---,et_t.e..M Le.017~~rd-----•-----•-•---•-•-••-•-•-•- TITLE: MEMBER STATE BAR OF WISCONSI (If not, l authorized by 705.06, Wis. Stats.) > 61 a 110. to be the person .5 who executed the oreg trument and knowledge the same. THIS INSTRUMENT WAS DRAFTED BY ) C. L. Gaylord, Attorne Y nn rd a-/IE~c/GL.....~Lj~Q r - . . . ..River.. F....... s., WI._... 54022 Notary Public t;~-..-C~ l?~.-.-...-County, Wis. (Signatures may be authenticated or aeknowledged. Both My Commission is permanent. (If not, state expiration are not necessary.) ~ date: - 19.-.. ) •Nanies of persons signing in any capacity shuu!d be type,] or printed below the-ir aignNturcs. ~j W,'+RPUNNTY Def:D CA_) STATE 8 ;?d © ie 13C'O 3i Wi •un°.in Lveal Blnulk Co. Ir,t. FORM fly. I 1982 hl iiwauk:t, Wis. P _