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HomeMy WebLinkAbout040-1186-40-200 c aa) 00 O rv 44, v M V ao 4 p c ~ O U O N N O C E C CL Q L U N N O N ~ N V Z N C C L 7 m U. c C P (0 3 Q U w I M N rn Z = c Z y y °C) a m C') H Z 0 O 2 v U Q' ~ O Z (A FZ- E '2 ~ M 3 N NV ~ C • ~ L p O m Z Z O z N p N N _ y Q ~ y O y d (0 CL 'ca a ~~yy c 0 o a co 1: 0 U) U) U) E '6 p H H H y w LL p O 0 0 0 Z > O O O •rv m ~IL IL CL IL a v U') J 0 0 O N 0 rn rn r. Z W*fti >0 ° O '5 p ? M CL u N c `bri y m Q d - M U) U) _ e N L O ) C E (O O O O III -0 N C N t CO c r- CL r_ 04 O W~ O C C N E N wr F- L U . L N J) O N N i.. co ` O f4 O cpn O E U • O L' O M F- `L N O N Z Cn CAS . . v ~ E d d m a #f a L a w • .R a d V 0 y C rrI~v E c c `~1 A C0a~'I'0 N0 '`Parcel 040-1186-40-200 03/01/2005 04:58 PM PAGE IOF1 Alt. Parcel 36.28.19.781 040 - TOWN OF TROY Current X' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): Current Owner * BRADT, KEVIN R & MEGAN STASKAL- KEVIN R & MEGAN STASKAL- BRADT 90 WOODRIDGE DR W RIVER FALLS WI 54022 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 90 W WOODRIDGE DR SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 0.000 Plat: 2237-OAK RIDGE ACRES SEC 36 T28N R19W LOT 28 OAK RIDGE ACRES Block/Condo Bldg: LOT 28 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 36-28N-19W Notes: Parcel History: Date Doc # Vol/Page Type 09/19/2003 740645 2415/12 WD 08/02/1999 607815 1445/617 WD 1099/341 WD 2004 SUMMARY Bill Fair Market Value: Assessed with: 27576 210,400 Valuations: Last Changed: 07/21/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.000 47,200 163,600 210,800 NO Totals for 2004: General Property 0.000 47,200 163,600 210,800 Woodland 0.000 0 0 Totals for 2003: General Property 0.000 35,000 166,300 201,300 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 DEPARTM-NT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INOWSTRI~ DIVISION P.O. BOX 76 LABOR AND PERCOLATION TESTS (115) MADISON WI 53707 HUMAN RELATIONS (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWNSHIP/"""" LOT NO.:BLK. NO.: SUBDIVISION NAME: /4 /T--).p N/R E ( o - r COUNTY: OWNER'S/ E: MAILING ADD ESS: USE , DATES OBSERVATIONS MADE TESTS: [02'R".sidence NO. BEDRMS.: COMMERCIALLDDESCRIPTION: ~ (PROFILE DESCRIPTIONS: ERCO ATE N 3 21New ❑R=ce RA TING: S= Site suitable for system U= Site unsuitable for system rONVENTIONAL: MOUND: ❑u IN-GROUND-PRESSURE: ND PRESSURE: -FILLHOLDINGTAN TLJV :RECOMMENDED SYSTEM: (optional) S 20 ~VJ J DESIGN RRVAJ.TTE: If Percolation Tests are NOT required D If any portion of the tested area is in the under s. ILHR 83.09(5)(b), indicate: ~JU Floodplain, indicate Floodplain elevation: PROFILE DESCRIPTIONS BORING TOTAL DEPTH TO GROUNDWATER-INCHES CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN. ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE AB RV. ON BACK.) ty ,So a ,9 401y MS B D, J lTrc f I f ~ s ' tt w B- B- L- e "'yx L-S- tea /7/3ncsw ' B- B' 3 ~id > 6 ,3 i"/ hS,~ 2•y /17t W of B- PERCOLATION TESTS TEST DEPTH WATER IN HOLE TEST TIME DROP IN WATER LEVEL-INCHES RAPER INCHES 100 3 NUMBER INCHES AFTER SWELLING INTERVAL-MIN. PERIOD 1 PERIOD 2 PE! P- P- P_ 0 ~4 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_ e , E e 4 F C S - P pw SS rr~~ /O s7 ~3 b, a t9 j I 3 : LO x i _ TN 1 It' C71. V , - >?y r Ey 5 _ undersigned, hereby certify that the soil tests reported n this form were made by me in accord with the procedures and methods specified in the Wisconsin dlhinistrative Code, and that the data recorded and the location of the tests are correct to the best of my knowledge and belief. W NAME (print): TESTS WERE COMPLETED ON: DAVE FOGEM PLUMBING ADDRESS: Licensed Perk Tester & Plumber CERTIFICATION NUMBER: PHONE NUMBER (optional): #3233 #3289 Eogerty Weights Road ROBE S, WIS ONSIN 54023 CSTs~GN u Phone 749-3656 DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) - OVER - I TO U+ . . Th t i . n ST. CROIX COUNTY WISCONSIN `''1 ZONING OFFICE e r x r x a r x• NOUN ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 (715) 386-4680 i March 6, 1995 Mr. John Karschnia 3700 York Circle Woodbury, Minnesota 55125 RE: Septic Inspection for Karschnia Residence located at 90 West Woodridge Drive, River Falls, Wisconsin Dear Mr. Karschnia: An inspection of the septic system serving the John Karschnia residence located at 90 West Woodridge Drive, River Falls, Wisconsin was conducted on November 14, 1994. This property is located in the NEl/, of the NWY4 of Section 36, T2N-R19W, Lot 28 of Oak Ridge Acres, Town of Troy, St. Croix County, Wisconsin. At the time of the inspection, this septic system was found to be code compliant for a three (3) bedroom home. If you have any questions with regard to the above, please do not hesitate in contacting our office. rely, mes TAssistant Zoning Administrator St. Croix County, Wisconsin mz i 1 STC - 104 rn ~ AS BUILT SANITARY SYSTEM REPQAT, J' r OWNER i o i,A 1~ Qe' S cky, ► (e ADDRESS U2o ,nd r ' da Q De ~IUIr rolls W r SUBDIVISION / CSM# C ies LOT # SECTION T N-RAW, Town of 7r,& V ST. CROIX COUNTY, WISCONSIN PL VIEW HOW EVERYTHING WITHIN 1.00 FEET OF SYSTEM ~o n, e ar@l e 5"P}i4 ra~ar 0 uK/? Taak 6 i ~t / IND C TE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tank manhole cover. BENCHMARK: i"Fl e C. Aed is( eu /V©, Qy, ALTERNATE BM: SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: Liquid Capacity: 5~~. foob ~jQ'~o Setback from: Well ~ 0 House O Other Pump: Manufacturer y er$ Model# S Size 1,2 -fl Float seperation / ~jo1h Gallons/cycle: 7f Alarm Location Ra.s.►1~, SOIL ABSORPTION SYSTEM Width: Length 50 Number of trenches Distance & Direction to nearest prop. line: p Setback from: well: House 37 / Other ELEVATIONS Building Sewer ST Inlet. ST outlet PC inlet PC bottom Pump Off Header/Manifold Bottom of system Existing Grade Final grade DATE OF INSTALLATION: PLUMBER ON JOB: )aq LICENSE NUMBER: ~ 6 INSPECTOR: 3/93:jt vSsconsin 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 PWlio~ (~I@me: JOIE ❑ City ❑ Village Town of: State Plan o.: CST BMSSElev.: 1IA~ Insp. BM Elev.: BM Description: h Parcel Tax No /co, 6) 116-0. erg 15", 'As /,L," AQ40 413 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. / i Septic ~.CJ071S Benchmark 9Z / 00 Dosing Aerati-drt- Bldg. Sewer Holdin St/glnlet TANK SETBACK INFORMATION St/ I~t Outlet Z' '10161, TANKTO P/L WELL BLDG. vent to ROAD Dt Inlet Air Intake to, 30 ~J`' r^ Septic yfi NA Dt Bottom U.SL , 3ZI Dosing c<,) NA / Man.,' _Haww Aeration x A Dist. Pipe Holding _ Bot. Sy stem u 1,03-371 4L. 55 PUMP /-INFORMATION Final Grade Manufacturer Demand f. ' "s T' * /OS oW Model Number, CS C/ yA GPM eolo '9 TDH Lift611 Friction System~-~O TDH Ft oss mead Forcemain Length Dia. L Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width x _ r Length No. Of Trenches PIT No. Of Pits Inside Dia. id Depth DIMENSIONS V DIMENSKYNi- SETBACK SYSTEM TO P/ L BLDG WELL LAKE / STREAM INFORMATION Type O o _0 CHAMBER Moe Number: PA- OR UNI System: y^c,,,Y DISTRIBUTION SYSTEM ,Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake Length 60 f~ Dia. Length Dia Spacing f 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 ❑ N9, ❑ Yes ❑ No 'LP COMMENTS: (Include code discrepancies, persons present, etc.)- /'s 1 cMJtC, G / LOCATION: TROY 36,.2.19W,LOT 28, WEST/WOODRyIDCE DRIVE / !s ~ s F i ~7°i ~ 4l_, r „ - ~ ~i.C~. of ~ 4T~vision required? ❑ Yves E3-No p~ Q Use other side for additional information. SBD-6710 ( 05/91) Date Inspe or's Signat re Cert. No. r:: ~ z;ir P ~ ~ - ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: E SANITARY PERMIT APPLICATION n i~iitrs COUNTY In accord with ILHR 83.05, Wis. Adm. Code Croix STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than v4l R Q^ur) 8% x 11 inches in size. ❑ Check if revision to pr vious application -See reverse side for instructions for completing this application. STATE PLAN I.D. NUMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. S94-41407 PROPERTY OWNER PROPERTY LOCATION John Karschnia NE '/4 NW S 36 T 2 , N, R 19 R)bw W PROPERTY OWNER'S MAILING ADDRESS LOT # BLOCK # 28 CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION NAME OR CSM NUMBER 774-690 Oak Ride Acres If. TYKE OF BUILDING: (Check one) ❑ State Owned NEAREST ROAD WN west Woodridge Drive ❑ Public ® 1 or 2 Fam. Dwelling of bedrooms -3- PARCEL TAX NUMBER (S) III. BUILDING USE: (If building type is public, check all that apply) 040-1186-40-200 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 80 Mobile Home Park 120 Service Station/Car Wash 50 Hotel/Motel 9 ❑ Office/Factory 13 ❑ Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1. U New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ 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 ® Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22 ❑ In-Ground 42 ❑ 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.) PROPOSED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) ELEVATION 450 375 375 .2 102.6 Feet Feet VII. TANK CAPACITY Site in allons Total # of Prefab. Fiber- Exper. INFORMATION New xistin Gallons Tanks Manufacturer's Name Concrete Con- [Steel glass Plastic App Tanks Tanks structed Septic Tank 1000 1 Weeks X Q F-1 F1 Lift Pump Tan 1000 1 Weeks X . E] F1 VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plu e s ignatu Stamps) rPM3(%M No.: Business Phone Number. C~ Steiner A7AQ 7715 ) 425-5544 Plumber's Address (Street, City, State, Zip Cc N8230 945th Street; River Falls WI 54022 IX. COUNTY/DEPARTMENT USE ONLY ❑ Disapproved Sanitgry Permit Fee (Includes Groundwater a e ssue Issuing Agent Signs o mps) itlP /y . / Approved F-1 Owner Given Initial a= Surcharge Fee) yWL, "O)~Sl[~//t ~7 Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398(R.08/93) DISTRIBUTION: Original to County, One Copy To: Safety & Buildings Division, Owner, Plumber INSTRUCTIONS 1. A sanitary permit is valid for two (2) years. 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 fr 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. 111. Building use. If building type is Public, check all appropriate boxes that apply. IV. Type of permit. Check only one in line A. Complete line 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) S94®4x.4 0 7 MOUND SYSTEM FOR .Tnhn Karschni a 1730 Euclid Street St Paul, MN 55106 INDEX Page 1 of 7 ...........................Index Page 2 of 7 ...........................Calculations Page 3 of 7 ............................Plot Plan Page 4 of 7---, ,,.,.,.,,Lateral Layout Page 5 of 7 ...........................Cross Section Page 5 of 7.. .......................Plan View Page 6 of 7 ...........................Pump Chamber Page 7 of 7 ...........................Pump Curve Located in the NE 4 of the Nw Sec. 36 T 2 N, R 19 W, Town of Troy , St Croix Co., Wisconsin. Prepared by Paul C.J. Steiner Steiner Plumbing and Electric, Inc. N8230 945th Street River Falls, Wisconsin 54022 Master Plumber: j ( #6780 Date: November 1, 1994 S94 -,4140'7 CALCULATIONS STEP 1: Absorption area: 150 gpd/bedroom X 3 = 450 gpd.'., Table 4: 450 + 1.2 = 375 square feet required. Use 50 ft X 7.5 ft bed Use trenches, ft wide X ft long 4 laterals, each 22 ft long, 2" manifold, 5' spacing between laterals. STEP 2: Table 5: 1 diameter laterals, " diameter holes at 48 spacing between holes. .11 STEP 3: Table 6: 6 holes/lateral, 7.2 gpm discharge rate per lateral. 4 gpm X 7.02 = 28.08 gpm total discharge. STEP 4: Table 7: 2 diam. manifold, inlet at center of 4 foot long manifold. d 2u STEP 5: Design dose volume is G gal/dose at a rate of 4 times per day. Min. dose volume must be at least 10 X distribution pipe volume. ~ % = ll'Z~5 t ~~4 x E 1 ~ = JI(o-(c 0AJ-4- MIN. DoSC-7 Table 10: 1; diam. pipe= .092 gal/ft X 88 = 8.1 X 10=81 gal. STEP 6: Table 8: Dosing rate = 28.8 gpm. STEP 7: Table 9: Friction loss in 2 diam. force main, 251 long; 28.8 gpm= 1.38 in 100 feet. ELEVATION DIFFERENCE 10' FRICTION LOSS HEAD 2.5 12.85 TDH page -2 of -7 1~ Page 3 of 7 s~ai~ ~N= ao 5 9 4 0 414 0 7 ~r HUTlkA4~ ~R ~0 i1.Lie~: ~~:i'Ti. QE 14iDUStNY 11►~ ~ ' Div 1011 :c (.)°r f d Top 0 Co h G ? el -c ~0, Pow 4,. Co ,801 , loo,o' Wc11) . r v ~ GQ r~e V o~tse y, e )Qpo c S~pj,~ Tao f O DO ~s~ Pu •P Tali k oriucway ~Qsi Wb~~?rrc~c~.e f~I'• 4®4140'7 Paie4 Of Distribution Pipe Detail For A Four Lateral Network End Cap Alternate Poslticn Of Force halo P PVC Distribution Pipe P Bolas Equally Spaced PVC hanifold Pipe On Dottani X S t x X 2 Last dole Should 9e Next To End Cap P 2~....... F;@ 5.0 C. 48 inches • a 11clft10 y 48 Inches hole Oiamoter ~ Inch 9PROV L~ 'HrilgllANt~a Lateral Diarrartar„~,~ Inch(es) t!F IHD autu~ M5. Div hanifold Diamotar ~2' Inchas ESP force Ma{n Glarna9or-.2 . Inchas I holes Par Plpa Z. Invart Elevatloa Of iwatarals 10314 Ft. PUHP CIIAHl1FR CROSS'SF.CTTON ANn SPECIFICATIONS . 4140 7 Vcnt Cup _ Weather Proof Approved Locking 1lanhola covcc T Junction Box' ! C.I.-- 12" Min Vane Pipe ! Final CrAda hin r Condui c , 18" Hin - • i . APProvcd Inlet Joinca w/ C.I. Pipe. Approve 31 ,Onto Joint W/ Solid Cro C.I. Aip0 1 ti E x e c Ajorltn g a it c ti AlArM S A Cround woe ao + pn ter''. ok~~,o,~ = Pump Off `lN) Concreca Block ' A M Y SPrCTFICATIOHS TANK_ r•~^U F^ itanufaccurer; weeks MA A4 .1Ctwrcr~ rs Tank tlaccriul: Concretes Modal Num>aar 6 Tank Siza: 1,000 Callona Switch' Typo : Float . , Tocal Dyaamic Ile ad X2085 CAPACITIES ramp Diucharl,u RaLu:_ 28.08 Cl • 'Total Daily kf f lucnc:_450_, _Galfor A or .450 Callons Number of uoucs : 4 ?ar hay A w 2 or 54.62 Callons Dose. Volume.; 120 Callo( .:3$:: or _•„~.;...120_,_..._._..callens Noted: 1. $Cc pump curve for ,p'• - ' or 375,;50 Callonu addicionnl parformanco Total Tnnk inf Prmntion. Capncity Required l1d000-12, ~CAllona 2. 11ump and alnrw are co be inacrillad on waparacn. circus: ALARM au per WIR 16.19 NnC . N n n ii f n c c w r a r: Level Alarm Ilodc1 lhtmlur: n Switch T y p c • : F3~~ page 6 of 7 .r I' •:i" "1r .R, ~1~'- .r>t-2+'¢AA~yjF~~y *T~. !It -Pt QN ' Page 5 Of 7' . 40 $tra~r~ Marsh Hay, Or Synthetic Covering C-` Distribution pipe Medium Sand Topsoil I{~-•,~F:*E F S~+stem Elev 102.6 3( E o • 7- Y IY ,y. yA Slope ry g Bed Of = 2 Fq $C1 1 n Plowed Aggrpqate FrAm UMP I-9yer p .375 at Lo y Cross Section Of A Mound SYetl~ip Usinq 8 t ;z§ s A lied For The Absorption Ada F G OF r ; Ft Q a s Ft. Ft.'71 Force Ma i n W :Z&..,,; Ft..3 c- " Obsgryation Pipe- K Distribution Bed Of, 'z"•- 2 Pipe Apgregate Observation Pipe Per.manen.t `Moricers Plan View Of Mound Using A Bed For The Absorption Area 500/4 894=41407 PAGE 7 fo 7 Features Pump Imppeller is recessed powerful 4110 HP Motor is' Rotary Shaft Seal has carbon Micro Switch (SS4 A) has per- "Tornado type- operates oil filled for good insulation and and ceramic faces for positive manent magnet on switch arm for completely out of volute passage lubrication of bearings and seal. seal. Body is stationary, prevents activating switch. giving full opening for flow of Overload protection built-in, has string or trash from winding ABS Plastic Operating Switch liquids and solids. no starting switch or relay on seal. (SS4 A) has steel follower molded Motor Housing is heavy cast mechanism. Switch Housing (SS4 A) is into top for activating switch magnet. iron, epoxy coated. Stator is Thrust Washers and Sleeve completely sealed from sump pressed in for perfect alignment, Bearings are oil lubricated for liquid, easily removed for best heat transfer. smooth operation, long pump life. replacement it needed. Dimensions i g Performance Curve rTY ~r".l :i LI Accessories Performance Table $ Total feet 2 4 6 8 10 12 14 16 18 20 21 " Head Motors .61 1.21 1.83 2.44 3.05 3.66 4.21 4.88 5.49 6.10 6.71 Gallons Par hour 3,600 3,600 3,450 3,300 3,150 2,900 2,550 1,250 1,800 1,300 660 --0 Liters Per hour 13,625 13,625 13,058 12,490 11,923 10,9]6 9,652 8,516 6,813 4,911 1,498 0 0 Performance Capabilities p (3 0 1 Capacities to 60 GPM 227 LPM ® Heads to 24 feet 7.32 meters Pump Down Range * 4 to 4Y2 inches 101.6 to 114.3 mm Solid Handling Capability Y4 inch dia. solids 19.1 mm dia. solids Liquids Handled Fresh, drainage effluent waste water Intermittent U quid Temp. 150°F 66°C Motor Yin HP Electrical 115/230 V., 12.0 Amps,1 4), 60 Hertz Discharge llh inch 38.1 mm •AuWmatiC Modal, (manual pump var"Is with awdCh). \ r 1 ' EE. Myers Co., Division of McNeil Corporation Ashland. Oh 44805 (419) 289.1144 Tolax 98-7443 ' Labor ruHwn ndustry SOIL AND SITE EVALUATION REPORT Page 1_et,oranxJd H Hummnan Walatioions J__ Ul . ,3 r * (1iv~jana(~utJtl3fluir~l;,xS I in accord with ILHR 83.05, US. Adm, 0006 gInj 0 4 Y 4 0 7[TAF'lM O ")"y Att.,ch oompl- W situ plan on Paper not less than 8 ' /2 7 as in slza. Plan must ineludo, but _L1, St Croix not Grt;ited to v4r?ic.~l and horizontal r : re a ' fa nCe point (BM), d,reChon and /c of slope, soalo or 0.9 i diry, msionod, nosh crow, and location and dir1,mca to nearast rkmd. [ APPLICANT tNFOSif.IATION-PLLASl PMNT ALL INFOftt;ATION P;O:ERTY LOCATION i John Karichnia - - _ GOVT. IAT rm 1'4 NW 1i4.S36 T 2 h,R 19 x"x~G~1r IE F"fi0r' ~n1 Y OWN R':S ir1T;l NG ADORES$ LOT a FlI OCK # SWO. NAh4E OR CShl N 1730 Euclid Street 28 Oak,~.Rige Acres CI'T'Y, S7nTE :P CODE PHONE h'Ut K Qc~ Q's" °J NEAA5ST ROAD - St Pat_il, MN 55106 (612) 774-6906 West Woodridge Ur • ve Wes [)I N.;d Cor; lruction U!..-[xj F_;;;;:;,firt/Natrikarof ~drooms [ j Ad:ii6od .ruq i i [ li4};i;1(~;lliE:llt j ~ f't,t)llc or CiiTfrlCfuc'il dCSt~ribz _ C:c,&i de fi': iv duly ilorr 4 Oe 50 Q ry f'~~corrtm; r~iicd S tn,,udil'ng ral, 2L b'd, .3 trench, r^t.I _ . . At sorpt;;3,1 zjoa require bed, 42 trenm, ft2 W,;;i;tium design loading rate be:f, ;o, 112 -~trvnch. grid 'O FIOCJinrlrc10~d 1irtl11tr-,i1lurl su(hz,? alovid b)(s),T? I-? Cilried ytq C 3- A;is refefred to s:le? pl„t1 Wm t n)Lttn) [ f Adu'!Oti~4! 44 ii ji1 S I. CUtiS;J l fx;:chi _ L,ol _not lie enough fr At Grade Has to be ! a Mound Far, ~Fleod lzvn elegy alio:t, if fie tile- v tt _ l v • ~`uil;i(ly' IUf jSl~:, l ~i);t'~i.tiF;G„A fvlOUl'I{7 INQROUrrt) f'Fit?SSI~RE AT- ,"viut `YS?rl,! tN F'' L ttU' U[.li T.: r; T U = Un~Uil in!sr far S, 5iafn !~7 31 U L S ©U I y. 0S Mu S !~J U ❑ 5! U~ Q~3 i1 U I - IGl ~E~ ( 1)optll ~Doi"linalitColo Mitui:S .,tf; Caf'Dfit~' FJari;?g 4, Horizon "F`'xtuC@ cor c u.St_ncv E;.xr&1Y Boots-.3- • [ -•,•1. in. .lest:;?s+~ll ~(~iJ. Sz, Cont. Color Gr srt' E~~cJ ~1rtlCtl 1 0=14 10YR-~~ --.None sil 2 m sbk ( mfr as 1 f . Z . 3 _ 2 14,25 10YL4 None sil 2 m sbk mfr as 1f .2 .3_ Ground i 3 25-38 10YR 5/8 Ncorze Sl- 1 m sbk mfi as .4 .5 1QfLbtt. -4'9-f'& 10YR 7 L4-_ 1fl- co 4_ _ mfi as NP NPN D411i "I [ tits tUr d Fi~fn,~rl<s:. Later QP to pears toerches at the bottom of la er 4 as .2 .3 sal 2 m sbk f_. ._2- 15-26 10YR 4/4 None sil 1 m sbk mfr as 1 f .2 .3- ( 3 26-37 10YR 5/6 None sl 1 m sbk mfi as .4 .5N Gtuurtd - _ t1!`Ir' I 4 3768 10YR 7/4 1 f1 is co 0 - mfi T as NP NP t 5 68-13 10YR 6 /2 ~ None is co y0 mfi, - NP IJP~ ...-..qtr . Remarks: yev 4 CST C.J_.Steiner..... :...{7..1_~.~..425-55 4..:_.. MUTS8 N8230 945th Street• River Falls WY w54022 _ r.- - 1Ft. 14Ad CSIyf or,-,. 'r OCt. STEINER PLUME & ELEC INC 7154255818 P.03 PROpmryOWNER John Karshnia Sptt_ DFSCRIPTiON REPORT Pine. PAACt;t, I.D. >f S94 41407 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence sarluy Roots _ in. Munsell Ou. Sz. Cant. Color Gr. Sz. Sh. A 'T f 3;+k :i4` or -14 10YR 3/2 None sil 2 m sbk mfi aq It _,_2_ 3 L4--ZL 10 RJ/_4__ None sil- 2 m sbk mfr as 1f .2 l Ground 3 23-40 10YR 5/6 None sil 1 m sbk mfr as .2 elev. - 100. 7 _ tt. 4 40-51 10YR 6/6 None sl 0 - mfr as 1.4 Depthto 5 51-56 10 5/6 None 1 0 - mfi as - .4 um~Gng - t~Zclor 6 56-13 10YR 6/6 None is cgx 0 mvfr .4 132 - Remarks: _ Boring # Ground elev. i. Depth to limiting factor Remarks: Boring # I Ground - 1 i elev. _ ft. Depth to IbNng lector - _ f~emarks: Boring # 1 1. Ground - elev. ft. Depth to limiting factor t ~.:1 6....1.11 ,66 C.il a•d0. N OO 00001 ,00001 y0001 CD 001 00001 ,00001 ,00001 ,00'001 ,00001 ,00'001 ,00' 1 f . 0 CD 40 0 (14 O © ` 's i 10.00 !1 •s f 00' , 001 1 ,oo'OLI 1 001 00 col 00.001 N b 6o sos ado 0o po'Irl ilua3$ _ J L 00'161 00'161 tr6 a 9.40.0011 E; oocrl! Soo6a 0063 ,00601 7r~- cu nto►• I a ~g ° 1 t0 JI m b it { 1 00021 001 M w,40.00 AO'H 1 R1O00.161 » I • \ r j I_8 A01,88, 1,40.004 f' 4anol~ 1 f 'L . f 1o'crl 1 8414~ m st► 0.0001 ,ioorool 0003 A0L01' ,00'461 160'006 s,doaow. 6o ti r,do.006 A1,40.06 i6rcrw,do.006 Wy►t,40.aoc N g q w U a Y i o N N N id .OO ~6 N I 8p O 8g N $ N ro f f s 1 S oo'►6r w, .006 .00 0 s,d f I 8 $ t Y $ F l~O i . ° O R 'N o w t 1 I ' R I IPr 77 o_ g ~ ~pF w g N I. r : w I L. = i s /1 s M Y t~ I 1 r• •T Y 1• h op $ n l0 w I 'n i 1 =x■ .00 0 i6 • ) 40.001 iSo ~ ~ ON •S ~ ,000Or Ja YEP ~ 1. • ~ \ . as F V l~~ Pwo i • • • t yy WW\\22 i 0 Is A ~'ppN°• = Ob` p•1O .60'666 •,60.001 py ~I Ems. •'o i ~ Y ~ ~ •i~ 11 •~i 0j a j 6'10 E' p . p O 4 mope c i 11 ! ~ t~ / d • • j s Spa R d y\b••i•. ~N3~ • I • • i M10 'aR 1() 8 ~ , 8 .^O ,1 'QI, c Yd Q j vi Y ( r \ doba 4a • ~ y ~F'f yo►•csl ?w o ~n•ci tF_r~ P auDj 16'66111 a1,60.00w lusuald Li S 00s '@do 3.00.006 , a ,oo oa ,oo 001 Wool % 1 0 1 ~ / 00.001 .12,6691 STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER John Karschnia 1730 Euclid Street; St Paul, MN 55106 MAILING ADDRESS PROPERTY ADDRESS West Woodrid e Drive Dept. (location of septic system) Please obtain from the Planning CITY/STATE PROPERTY LOCATION NE 1/4, _.NW 1/4, Section 36 W TOWN OF Troy ST. CROIX COUNTY, WI _ SUBDIVISION Oak Ridge Acres LOT NUMBER 28 CERTIFIED SURVEY MAP = VOLUME PAGE , LOT NUMBER-- 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 year xp' ion te. SIGN DATE: 1 q15 y St. Croix County Zoning Office Government Center 1101 Carmichael Road 11/93 Hudson, WI 54016 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 Tr,hn Karsr-hni a Location of property 1/4 NW 1/4, Section 36 ,T 2 N-R 19 W Township Troy Mailing address 1730 Euclid Street St Paul MN 55106 Address of site wAst ridge Drive; River Falls, WI 54022 Subdivision name Qak Ridge Acres Lot no. 28 Other homes on property? Yes x No Previous owner of property Richard & Fran Fox Total size of property Total size of parcel X/L ate. Date parcel was created 11 ~p~p Are all corners and lot lines identifiable? Yes No Is this property being developed for (spec house) ? Yes X No Volume 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 PA 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 the office of the County Register of Deeds as Document No. .72 j 3-4 6 , 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 office of the County Register of Deeds as Document No. S gnature of Applicant -Ap a t ~ 9y Date of Signature Date of Signature DOCUMENT NO. STATE BAR OF WISCONSIN FORM 2-1962 THIS SPACE RESERVED FOR RECORDING DATA WARRANTY DEED 5225166 VOL CROM CO., vy°1 Rolling Hills Development, Inc., a Wisconsin W4 for Mcmd corporation 1 OCT 18 1994 9 5 . conveys and to John D and awife nas survivor ship marital property _ - i RETURN TO the following described real estate in St. Croix County, t ode(/ State of Wisconsin: Tax Parcel No: Lot Twenty Eight (28), Oak Ridge Acres to the Town of Troy. r Fiat this instrument is a !.:II; true Z. ii _c't copy of the document on (ale and of ;;:cord in my office and has been compared by me. Attest October 26 19_L4 James O'Connell James O'Connell Register of Deeds This is not homestead property. (is) (is not) Exception to warranties: easements, restrictions, and rights-of-way of record, if any. Dated this day of OS;tober INC. I (SEAL) (SEAL) Richard N. Fox, Pre ident (SEAL) (SEAL) r Frances J. Fox, Secretary AUTHENTICATION ACKNOWLEDGMENT Signature(s) Richard N. Fox and STATE OF WISCONSIN ss. Frances J. Fox County. authenticated thi day of t • 19 94 Personally came before me this - day of 19 the above named C. L. Gay Ord TITLE: MEMBER ATE BAR OF WISCONSIN (If not, to me known to be the person who executed the authorized by § 706.06, Wis. Slats.) foregoing Instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY C. L. Gaylord, Attorney River Falls, WI 54022 ' Notary Public County, Wis. (Signatures may be authenticated or acknowledged. Both My Commission is permanent. (If not, state expiration are not necessary.) date: , 19 . ) Names of persons signing in any capacoy snouic be typed or printed osiow Inelr signawres. S82 NTF 0021 WARRANTY DEED STATE BAR of WISCONSIN Nelco Tax Forms, P.O. Box 10208, Green Bay, WI 54307-0206 Form No.2 - 1982 wiscd isin Department of Industry. SOIL AND SITE EVALUATION REPORT Page l^ ur _3 _ Labor and Human Rolac.ons r -cord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must includo, but St Croix not limited to vertical and horizontal reference point (BM), direction and % of slope, sealu or PARCEL I.D. rl dim8nsiunad, nonh arrow, and location and distance to nearest road. ~{MViED6Y Chip - ` APPLICANT WOSMATICN-PLEASE PRINT ALL INFORMATION PROPERTY t?;:vEr^,: PROPERTY LOCATION _ John Karshnia GOVT. LOT NE W NW 1/4s36 T 2 N,R 19 k0twi PROr'EnTY 01' NER':S iAAIUN'G ADDRESS LOT a BLOCK s SW0. NAME OR CStA x 1730 Euclid Street 28 _ Oak Rid a Acres CITY, SUITE ZiP CODE PHONE NUMBER M fbd6cEbbbM FXY1 NEAREST ROAD St Paul, MN 55106 (612)774-6906 Troy West Woodridge Dr' e ` ti: (}I t. "a Conzt uction U!-.- (x) 11,LidCntid / Nufnber of b-adreoms 3 ( ) Additi; n to existing b:,i;ding 1 1 f i iliac ufnent ( I Public or commercial describe CU., duri'!Gd diily floe 450 g;;d Rocornm;;rid..d design Ic;idirig rate .2 bed, g,4h2, . 3 Uench, g;;arlt2 ALSUrpli,;a area required bed, f12 traricn, tt2 Maximum design loading rata bod, .^g►~d.n2 -trench, gr F,eCJfnrnciided in(iluation surface elcvaticn(s) To be clabaImAned Qrn !gg as referred to site plan tenchmArA) AdJo ! onw si jo / site Cuiisijorai ons Lot not large enough for At Grade Has to be a Mound ParL'11 n;aG:rial Flood plain elc~=,tioa, if applicable It -C, iU;l tielOr i#jStu,n COrt rNf:G::AL R00it) Iti•CROUNDNRESSURE AT•C.-C.`'YSTh]t IN EI L NO~u U= UnswaUltt lui S'i Stern LI S WI I [As ❑ u EIS IKl u I n S ®U ~Cl 1 ®U ❑ S u Ci "OIL rLSCRI TION REPORT E;oring~, Depth Dominant Color MutLars Texture Structure CanStann; GPD;It~ • - Itiorizon in. P.9t:nsnll Qu. Si. Cont. Color Gr. cz. Sh. :y Roots - Bed I flu, to 1 M 0-14 10YR 3/2 None . sil 2 m sbk mfr as 1f .2 .3 I I.- i I 2 14-25 10YR 4L__ None sil 2 m sbk mfr as 1f .2 .3 f Grwnd j 3 25-38 10YR 5/8 None sl 1 m sbk mfi as - .4 .5 100-61t. I - _ 3B--5k. I MM 7/4 M c2 0 mfi as NP NP Cl ptlt to AA-1 1(1- 1 Qyg 612 Nona Mfi- 1VP 1iin~Gng - • IC,: lUi f . -62„ i Fivinarkcs: meter appears to perches at the bottom of layer 4 _ Y; Boring f: ~L --0=1S 10YR 3/2 None sit 2 m sbk mfr as 1 f .2 -.3- ,2...:. 2 15-26 10YR 4/4 None sil 1 m sbk mfr as 1f .2 .3 3 26-37 10YR 5/6 None sl 1 m sbk mfi as .4 .5 Crourid - - - - elw' I 4 37-68 10YR 7/4 1f1 is co 0 mfi as - --NP NP 102.71►. ~ - I!5 68-13 1OYR 6/2 None is co 0 - mfi ` - 1141~ G~.,~Ili to - 44t Wr - ,q - a2'l' - t t Remarks: Csr Raul 0 -L 426.54 " NUESS N8230 945th.Street• River Falls WI 54022 q, ? 1-71 SLQ~F~ti~ _ . Oct. 18. 1994 307x/7 PROPERTYOWNER John Karshnia SOIL DESCRIPTION REPORT Page 2--6 3 PARCEL I.D. It I Depth Dominant Color Mottles Texture Structure Consistence Beur>day Roots G~}l 112 - Boring # Horizon in Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. Bw -14 10YR 3/2 None sil 2 m sbk .3 3 2 14-23 -1 4/4 n sil 2 m sbk mfr as 1f .2 ..3_- Ground 3 23-40 10YR 5/6 None sil 1 m sbk mfr as .2- .3._- elev. 102.j ft. 4 40-51 10YR 6/6 None sl 0 - mfr as .4 .5 Depth to 5 51-56 10YR 5/6 None 1 0 - mf i as . 4 .5- limiting .4 .5 factor 6 56-13 10YR 6/6 None is cr 0 - mvfr 132 Remarks: Boring Ground elev. ft. Depth to limiting _ factor L Remarks: Boring # Ground elev. It. Depth to limiting factor Remarks: Boring # Ground elev. It. Depth to Iimiling _ factor s~ai~ 1"= ao NI Ted 01r. Co rcrcfr ~o Po we v C~ . gay ~l~v. 1lko.o' V r ti e ~ V i r 83 iU ~M 1®