Loading...
HomeMy WebLinkAbout020-1037-80-000 (2) a) c~ "ZI vNi y p u°4 as 0 I a o 3 -3 d ~ ° I oi cn w I N O ;C N C ~r O O C a3 / 0= N O N I/ f q 0 IVl C z a7 E U. C 3 C O y _ c ca E Q H m U O N ~ N z m N d co c C7 o Z v v d ~ H r c E ~ I a~ I Q) c O N 0zz I m ~ I 0 in a a Z o 'S a m a a a a 0 i~ 0) cn i Y lo* O ~ a S N o d1 Q } fn m O O MCD r" O C W C c V `n ° c a> c a 'L'n f~ ~ a5 rq Y c7 C C O O O 00 N C,4 C6 co L O_ a O Z 2 ,.4E V # 5, A~ E ~ 'Q ~ a u m m c rr,~,, a> ~1 A t0 a~ oyc°~ ~ FORM - STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER IOAAC IPvIA TOWNSHIP OOIO~✓ SECTION T=N-R ±_W G~ S~~/vGJ 7 ADDRESS 7~CQZ. %Pdl>T /~'~'oo~ ,-1J ST. CROIX COUNTY, WIS ONSIN ffvD.f d~ wi s S`0,(40 z iU SUBDIVISION LUT LOT s'o ~9G-e s PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM Lot INDICATE NORTH ARROW i " P UG P r TZT c S T' ~1- BEN E evation and description. Alternat k~encchma k PUc , V P ~ / s ~ A y - oaf 7 Z 3 SEPTIC T :Manufacturer: (Liquid cap. /10 ao Gds Rings used: ' Manhole cover elev:_Final grade elev: 7oa' Tank inlet elev.: 6fl Tank outlet elev.: - V No. of feet from nearest road:Front , Side .K , Rear Ft. 7 -7 From nearest prop, line:Front , Side X , Rear Ft. -2O O No. of feet from: Well 30 Building: 2-3 (Include this information in the above plot plan) (2 reference dimensions to septic tank) SEE REVERSE SIDE i PUMP CHAMBER Manufacturer: CD~~G~ `4J Liquid Ca acit /000 ~Q p y: Pump Model:=pump/Siphon Manufact.: Zo EIRE Pump Size Elevation of inlet: (W76 y ro 3 Q Bottom of tank elevation Pump on elev.: •(O95. f0 20 o Pump off elev..Gallons/cycle: /-0,47-- Alarm: Man.: UqeZ It(11RI'l Switch Type: ER V Location -t-e"- Distance from nearest prop. line: Front, Side Rear-Ft. > ? Distance from: Well So Building 2 ~ SOIL ABSORPTION SYSTEM Bed: Trench: Seepage Pit: Width: Length y Number of Lines:== Area Built RI ~5 Q Exist. Grade Elev. /0 3• Z' 70 Proposed Final Grade Elev. -.S I , Fill depth to top of pipe: iZ i No. feet from nearest prop. line:Front X , Side , Rear _Ft. 3040 No. feet from well: 3No. feet from building 3 HOLDING TANK Manufacturer: Capacit No. of rings used: Elevation of bot tank: Elevation of inlet: No. feet from nearest prop. ine:Front , Side , Rear Ft. No. feet from: Well , building g_, nearest road Alarm Manufactur ISr T- e 144A INSPECTOR: 2- ' X~VspecT o.,. - DATE : s& P 7-- 4 PLUMBER ON JOB : T oA-t TltM S nJ ~O LICENSE NUMBER: 6/90:cj I! HOMESITE SEPTIC PLUMBING CO. 665 O'NEIL RD., HUDSON, WIS. 54016 ROBERT ULBRIGHT +NIS. MASTER PLUMBER LIC. NO. 3307 M.P.R.S. ~AINN. INSTALLER & DESIGNER LIC. NO. 00663 i 4 0 q ~ o co a O0 r N 2 SSA►E: / 30 w~~ H w 4 , J X~ An 0 `u M ~ J 4 L 40 4 o a J / N ~ a ~9 ~ O w ~ v " JSo y 4 b~ G ~ Jr 5 ~y to • Ul J 0 O ~ N Q. SAO 41 --z u~ cl. OIL cv- c., O o o ~ J " 10 V.~ N- 0_ O ~ r LL P~ v , f v~d~-mod - ~ d"~ C7q f~ a'rV~ ?11of 3-S 67 -7 taEAENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDING LABOR & HUMAN RELATIONS DIVISION P.O. BOX 7969 ON-SITE SEWAGE SYSTEMS OFFICE OF DIVISION CODES & APPLICATION MADISON, WI 53707 State Plan I.D. Number: SW, NW, 18, 29, 19W ❑ CONVENTIONAL ❑ ALTERATIVE (If assigned) Town of Hudson 93 Mound TTO ❑ Holding Tank ❑ In-Ground Pressure 0,% - - Ai17- AM OL ADDRESS OF PERMIT HOLDER: INSPECTION DATE: Marie Rude 962 Trout Brook Rd,Hudson, WI 54016 o BENCH MARK (Per ent eren a poir~ji9ESCRIBE IF DIFFERENT FROM PLAN: REF. . ELEV.: CST REF. PT. E 6*0 W Ae 0, 1/, 6. 17 Nam of Plumber: MP/MPRSW No.. County: Sanitary Permit Number: Tobert Ulbricht 3307 St. Croix 128755 ,o PTIC TANK/HOLDING TANK. Y,63Y6qjo S.T. Cot,-✓-= W?• U• ' * • 3G NUFqACpT EF3t LIQUID CAPACITY: TANK INL TANK OUTLET WARNING LABEL LOCKING COVE _All ' / (O • PROVIDED. PROVIDED: 11-3 ' Its' ❑ NO ❑ YES EDDING: VENT DIA., / VE M HIGH WATER UMBER OF ROAD: PROPERTY WELL: BUILDING: VENT T F ESH ALARM: FEET FROM LINE~~yyllfc AIR INL T: ❑ YES O ❑ YES EAREST DOSING CHAMBER:Cal 4,0 MANUFACTURER: BEDDING: IQUID CAPACITY: PUM DEL: PUMP/ A FIER: WARNING LABEL LOCKING C VER PROVIDED' PROVIPEn: q l l.~[ ❑ YES Ifd O ❑ NO ES ❑ NO F UMP AND CONTROLS OP ATIONAL: NUMBER OF PROPERTY WELL: BUILDING: VENT TO FRESH 1 GALLONS PER CYCLE: FEET FROM LINE: _ AIR INLET' i/ (DIFFERENCE BETWEEN - S ❑ NO NEAREST PUMP ON AND OFF SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing FORCE~I f ~a ~////~s~ -46 or excavation. (If soil can rolled into a wire, construction shall cease until MAIN / C/ the soil is dry enough to continue.) CONVENTIONAL SYSTEM: WIDTH: LENGTH: NO.OF DISTR. PIPE SPACING: COVER INSIDE DIA.: # PITS: LIQUID BED/TRENCH CHES: MATERIAL:`., PIT DEPTH: DIMENS GRAVEL DEPTH FILL DEPTH DISTR. PIPE DISTR. PIPE DISTR. PIPE MATERIAL: ER OF PROPERTY WELL: BUILDING: VENT TO FRESH BELOW PIPES: ABOVE COVER: ELEV. INLET: ELEV. END: PIPES: FE F LINE: AIR INLET: NEAREST MOUND SYSTE : _3X O Mound site plowed perpendicular to Check the texture of the fill material for R4-ll?VE A DIAGRAM OF SYSTEM slope and furrows thrown unslope: mound systems to make certain that it ON E. SHOW ❑ YES ❑ NO meets the criteria for medium sand. ELEVATIONS MEASURED. TEXTURE: PERMANENT MBAR-K~ER, S: OBSERVATION WELLS; 1/~ S( IJ'YES EI NO C~7'f 0 NO / DEPTH OVER TRENCH/BED DEPTH OVER THE CH/BED DEPTHS OF TOPSOIL: SODDED: SEEDED: MULCHED: ' SOIL CENTER COVER 00.4 EDGES: ll /I i~ ~J"" I Z - 'lZe ❑ YES MVO ES ❑ NO C•i""f E5" ❑ NO PRESSURIZED DISTRIBUTION SYSTEM: WIDTH. LENGTH: NO. LAT RAL SPACING: GRAVEL DEPTH BELOW PIPE: FILL DEPTH ABOVE COVER: BED/TRENCH / p TRENC S: Al DIMENSIONS O ";;z MANIFOLD I PU PO,F.F' MANIFOLD DISTR. PIPE MANIFOLD MATERIAL: NO. DISTR. DISTR. PIPE DISTRIBUTION PIPE MATERIAL & MARKING: ELEV.: , ELEV.: / DIA.: tr ELEV.: PIPES: DIA.: O ~L ELEVATION AND 35 to, 10 ~2 DISTRIBUTION OLE SIZE: HOLE SPACING: DRILLED CORRECTLY: COVER MATERI L: VERTICAL LIFT CORRESPONDS TO q,./6,6y# INFORMATION y i~ •I 7V UPeI59-1:1 ~r NO APPROVED PLANS Y44 1;?KES ❑ NO o PERMANENT MARKERS: OBSERVATION WELL NUMBER OF PROPERTY WELL: BUILDING: COMMENTS: FEET FROM LINE- ES ES ❑ NO ES ❑ NO NEAREST-* in in county file for audit. Sketch System on Reverse Side. SIGNAT E: TITLE: ls Zonin Administrator SBD-6710 (R. 06/88) ~ SANITARY PERMIT APPLICATION P ?00 13 (P ^~a/ QIL4~R In accord with ILHR 83.05, Wis. Adm. Code COUNTY S L ` STATE SANITARY PERMIT # -Attach complete plans (to the county copy only) for the system, on paper not less than 8% x 11 inches in size. ❑ Check if revision to previous application -See reverse side for instructions for completing this application. STATE N I.f~OMBER 1. APPLICANT INFORMATION - PLEASE PRINT ALL INFORMATION. ' 9 6 PROPERTY OWNER PROPERTY LOCATION L ~y,S1 T N,R E(o W BLOCK # PRO PPE TY OWNER'S MAILING ADDRESS LOT # 2 _ our /JX60tle Pd ' CITY, STATE ZIP CODE PHONE NUMBER SUBDIVISION N F OR GSM ER D~fCI~ `flll~i u II. TYPE OF BUILDING: (Check one NEAREST ROAD ❑ State Owned CITY TOWN Q ❑ Public 1 or 2 Fam. Dwelling-# of bedrooms ?-ARC EL TAX NUMBER(S) 5-~; lp00 ^l 111. BUILDING USE: (If building type is public, check all that apply) /7 0 T 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 ❑ Office/Factory 13 ❑ Other: Specify IV. TYPE OF PERMIT: (Check only one in line A. Check line B if applicable) A) 1.0 New 2. Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. ❑ 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: vC4 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.) PROPO ED (sq. ft.) (Gals/day/sq. ft.) (Min./inch) -7 ELEVATION 300 * a 3 C 6f SS ~ fC0Y3 Feet 7b, •~Feet VII. TANK CAPACITY Site in alIons Total # of Prefab. Fiber- Exper. glass App INFORMATION New istin Gallons Tanks Manufacturer's Name Concrete strutted Con- Steel Plastic Tanks Tanks Septic Tank or Holdin Tank 7( 65~ Lift Pump Tank/Si hon Chamber 1< e6ti VIII. RESPONSIBILITY STATEMENT I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name (Print): Plumber's Signature: (No Sta s) /MPRSW No.: Business Phone Number: F- eaT' Z(1-13ei k7- 30 3R 8C S Plumb s Address (Street, City, State, Zip Code). _ M - #V IX. COUNTY/DEPARTMENT USE ONLY Issuing Agent Signature ( o Stamps) Disapproved Sanit ry Permit Fee (Includes Groundwater a e ssue [~(j//~~ f~)9 Approved Owner Given Initial 00 Surcharge Fee) (p'o'i 7 - / v ' lko Adverse Determination X. CONDITIONS OF APPROVAL/REASONS FOR DISAPPROVAL: SBD-6398 (formerly Plb-67) (R. 11/88) 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 admihistratoe 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. 11. 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 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; close 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) APPLICATION FOR SANITARY PERMIT • STC-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 tot tessle by owner/contcactoce(see sold and second submitted c to should this office retained with the property Is then a completed when' th appropriate deed recording. Owner of property puOE- Location of property ~ 1/4 I/l,, Section T Z~~•a ~'_Y Township rT U Ps O,_ Malting address `P 2 rRO U 7- Ble601c_ 14:5C- Address of site Subdivision name Lot number Previous owner of property Total else of parcel 6 s Date parcel was created r R foe Acs all cognacs and lot lines identifiable? as 0 Is this property being developed foe resale tepee house)? as 0 Volume 6/ y and Page Number ?YY as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DNND which Includes a DOCUMENT NUM8SR, VOLUME AND PAON NUMAIMe and the SEAL OF TNN 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 Cestified Survey Map, the Certified Survey Map shall also be required. ---------------------------------------------------------7-------•------------- PROPERTY OWNER CERTIFICATION I(Ye) certify that all statements on this form are true to the best of my (our) knowledge= that t (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. 29 S' ?7-S- l and that I (we) Presently own the proposed site for the sewage disposal system (or I (we) have obtained an easement, to run with the above described property, got the construction of said system,_ d the same has been duly recorded in the office of the dart oE, Deeds, Document No. 1. t gnatuc• of Owns Sig • of Co-Owner ppileabl•1 Date !gnatuc• Da of Signature STATE OF WISCONSIN M._ CY:OxX......... ...-.....COUNTY COURT PROBATE BRANCH CERTIFICATE OF TERMINATION n 537 5 OF JOINT TENANCY IN THE MATTER OF THE JOINT TENANCY IN ESTATE OF ANTON 0., RUDB Deceased. File No. _-Rude The application of 11a~1e_, for a certificate of the termination of the joint tenancy of Atlton 0. Ruda in the property hereinafter described, coming on for hearing at this time; And it appearing that due notice thereof has been given to or duly waived by the Wisconsin Department of Taxation and public administrator in accordance with law; And it satisfactorily appearing by the verified petition of said applicant, who is legally interested in said matter, and by the testimony taken, that such certificate may be issued; Therefore, I, Thos. J. O'Brien - - , County judge of St. Croix _ County, Wisconsin, do hereby certify that _ Anton 0. Rude-----, a resident of Town of Hudson, St_. Croix County. Wisconsin died on the 1st- day of Jaeuutr~r 19 69 ; That said decedent at the time of h is__ death owned and was seized of a joint tenancy with Marie E. Rude in the property situated in the County of __$t•__CrOixand State of Wisconsin, described as follows, to-wit: - (attach rider if space is not sufficient) (See attached schedule) - ;St~ite.of" viisconsin :,ty of st. Croix j'ie; rhy c rtity that- Ti s foctTtS~ rit 15-a- futt;- s-r. ci ml . CO., W-15~ !t cc?^cct copy of the orifinal on file iUft ~1uil-tlibeen-sec a #8f~GOtI~~~it - yotnp~ie~l t,y me. ~brU=ar day of-F-=--- -y --A.D.19 69 M. 19 at_ •4------- e st o eedt Margaret M. hullo, Register in ro6~Te Said real estate Warrant Dead dated April 2 19590 and i~F1~i4 was acquired by instrument recorded as follows: y _ - - - recorded May 13, 1959, at 9:00 o'clock A.M., in Volume 357 of Records, pagas_566 and- 567. - - - _ ; That said estate was subject to an inheritance tax, which has been duly _paid* f And that such joint tenancy of said Anton 0. Ruda in the property hereinbefore described was terminated, as of the date of death, and that Marle L. Rude is (fM9 the surviving joint tenant. IN TESTIMONY WHEREOF, I, Thos. J. O'Brien judge of said Court, have signed these presents and affixed the seal of the Court hereto, at the City Of Hudson in said County, this _ day of 8abruary, , 19 69 Recorded in Vol. Page A/ Those J. O'Brien judge. No. 124P (Rer. I P2) CERTIFICATE OF TERMINATION OF JOINT TENANCY, Chapter 230. Sec. 72.176. H, c. MILUA co., rnraurcr 295~~... i. i' ANTON 0. RUDE SCHEDULE OF JOINT PROPERTY - Real estate: Southeast Quarter (SEk) of the Northwest Quarter (NWk) of Section Seventeen - Twenty-nine - Nineteen (17-29-19) and beginning at Southeast (SE) corner of Southwest Quarter (SWk) of Northwest Quarter (NWO of said Section Seventeen (17), thence North (N) Twenty (20) chains to the legal center of Northwest Quarter (NWk) of Section Seventeen (17); thence West (W) to one-sixteenth (1/16) Section line, Seven (7) chains and Fifty (50) links; thence South (S) Twenty (20) chains to Quarter Section line running East (E) and West (W), through said Section; thence East (E) on said Quarter Section line Seven (7) 11 chains and Fifty (50) links to place of beginning; being the East (E) Fifteen (15) acres of said Southwest Quarter (SWk) of Northwest Quarter (NWk), excepting from both above described pieces of land that part thereof heretofore conveyed to Willow River Power Company by Warranty Deed recorded in the office of the Register of Deeds in and for St. Croix County, Wisconsin, in Vol. 11210" on page 128. Also commencing at the Southwest (SW) corner of above described Fifteen (15) acres in southwest Quarter (SWk) of Northwest Quarter (NWk) of said Section Seventeen (17); thence West (W) Two (2) chains; thence North (N) Eighty-eight and one-fourth (88k) degree West (W) One (1) chain Fifty (50) links; thence North (N) Seventy-four degree (740) West (W) Two (2) chains; thence North (N) Sixty-six degree (660) W,ist (W) Two (2) chains; thence North (N) Forty-six and one-half degree (4640) West (W) One (1) chain Twenty-five (25) links to an Oak tree which stands on the Northerly side of said highway and which bears North (N) Fifty-three degree (530) East (E) Five (5) chains Forty (40) links distant from the Quarter M post between Sections Seventeen (17) and Eighteen (18); thence North (N) from said Oak Tree One (1) chain Three (3) links to a point in the fence; thence North (N) Seventy-four degree (740) East (E) along said fence ii two (2) cha~as three (3) links; thence North (N) sixty-nine and one-half degree (69~ ) East (E) along said fence Two (2) chains Three (3) links; thence North (N) Fifty-six and one-half degree (56h ) East (E) along said fence One (1) chain forty-four (44) links; thence North (N) Forty- three and one-half degree (43h0) East (E) Two (2) chains Fifty (50) i; links; thence East (E) One (1) chain Forty-two (42) links to West (W) line of above described Fifteen (15) acres; thence South (S) on said line Seven (7) chains, Eighteen (18) links to place of beginning, same being in Southwest Quarter (SWk) of Northwest Quarter (NWk) of said Sec- tion Seventeen (17) above described. Also beginning at Southwest (SW) corner of Southwest Quarter (SWk) of Northwest Quarter (NWk) of Section Seventeen (17); thence East (E) on South (S) line of Southwest Ouarter (SWk) of Northwest Quarter (NWk) to a point Seven (7) chains and Fifty (50) links West (W) of Southeast (SE) of Southwest Quarter (SWk) of Northwest Quarter (NWk) of said Section Seventeen (17); thence West (W) Two (2) chains along North (N) side of road leading from Green's Mill; thence North (N) Eighty-eight and one- fourth degree (88-k°) West (W) One (1) chain and Fifty (50) links; thence North (N) Seventy-four degree (740) West (W) Two (2) chains; thence North (N) Sixty-six degree (660) West (W) Two (2) chaiaa; thence North (N) Forty-six and one-halt Degrei (46$0) West (W) One (1) chain and Twenty- five (25) links to an Oak tree; thence running North (N) One (1) chain and Three (3) links to a post is fence; thence Northwest (NW) in a straight line along the above mentioned highway to a point on the West (W) boundary line of Section Seventeen (17), One Thousand One Hundred and Thirty (1,130) links North (N) of the highway; thence South (S) along West (W) boundary line One Thousand One Hundred and Thirty (1,130) JOHN W.DAVISON links to point of beginning. ATTORNEY AT LAW Also South MIX (Sh) of Northeast Quarter (N8k) of Section Sightsen e.u.eH•ron orncE wi►mn• Twenty-nine - Nineteen (18-29-19). RIVER FALLS. WOO. a tool 449 pAA,45 r DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, CC DIVISION ABOR AN P.O. BOX HUMAN REDLATIONS PERCOLATION TESTS (11J) MADISON WI 53707 (ILHR 83.0911) & Chapter 145) LOCATION: SECTION: WNSHIP/MbINIGIPAEF;Y: OT NO.:BLK. NO.: SUBDIVISION NAME: sw 1/4&w1/ tg /T2-1 N/R(7El► TO Huoso-j AV_ 0- 'Po "fees COUNTY: MAILING ADDRESS: 54.CQOt)( MAZ'E- RIDE 96 Z T'RDUT ZR-oofc -pd NuDfo,j 5,10/4 USE - 2 q,5 DATES OBSERVATIONS MADE NO. BEDRMS.: MER IAL DESCRIPTION: I~I ROFILE PERCOLATION DESCRIPTION p TESTS. Residence Z Nr ❑New Replace Fe TI, l • ~E Q ~Q RATING: S= Site suitable for system U= Site unsuitable for system ScS (D7 14-t ~ ZB-ARo t S . CONVENTIONAL: MOUND: IN-GROUND-PRESSURE: SYSTEM-IN-FILLHOLDING TANK: RECOMMENDED SYSTEM: (optional) ❑S Qu ©S ❑u ❑S ou ❑S ou ❑S ©u N►o U-j D s k/S TE-" If Percolation Tests are NOT required DESIGN RATE: If any portion of the tested area is in the 01 under s. ILHR 83.09(5) (b), indicate: C SS = Floodplain, indicate Floodplain elevation: 70 2- ~ 0 wiNTER2Tf-o I+" ~F P-O.ST 33° PROFILE DESCRIPTIONS 2,V BORING TOTAL DEPTH TO GROUNDWATER-IAFC-I CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN, ELEVATION OBSERVED T. I HEST TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) B- q 5 . S 702-79 'S. O O r . 5 ' 'De. RP-3 is , 3. 0' L-i- a,,. couesc 5 , 2, o ' Sy Qa . S' k. D (ST. o - ~r~rt B-S (P. 0' 703. 7-2.' 5. y, o ' s DK.P, , 2,0 IIa- , Z,U - O C 3 B- 5R . w/ r,,ANy 15 'DUST- R-&J, hofs' @ YO' Co.0 70 3.7- y` 3,01 S. D ` •~s ' aN. s .s. 0 s) y,.2 5- B- ~ -r u C5 , wt c iui= B- s EEpAS - A, 5. o B- PERCOLATION TESTS EST DEPTH WATER IN HOLE TEST TIME DR I WATER LEVEL-INCHES RATE MINUTES NUMBER INCHES AFTERSWELLING INTERVAL-MIN. P RIOD 1 P RI D2 PERIOD3 PER INCH P- Z Z. S P- Z 2 /O P- 1 < 2 If 60 y P- P- P_ IN V t ~S 3 GIP 5'i IP>h'Iv~ 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. w I' I FT. SA N,C) 7o 7 ~f , 3 o ~ SYSTEM ELEVATION. / 76, s rE- 0f- e F 1•CA Ti p i i.~ Tc~•-~ ` ~1 C Z ►J - - - i i I, 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 (print): i'0MESITE SEPTIC PLUMBING CO. TESTS WERE COMPLETED ON: 655 O'NEIL RD., HUDSON, WIS. 54016 Q I C1 Cf' 0 ADDRESS: ROB ULBR*Hl~- CERTIFICATION NUMBER: PHONE NUMBER (optional): NIS. ASTE8 PLUMBER L!C. N0.3307 M.006 fi . _ 40 2 No- ~sINN. INS CST SIGNATURE: ZZr:.C/l f DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR-SBD-6395 (R. 10/83) - OVER - C a r~ = " L r~ INSTRUCTIONS FOR COMPLE+;FbAIM 115_ §~f -*2qq I cn o ti M +I To be'9 complete and accurate soil test, your repbjq mtJst ctWe: ` n v ~ N x iy N 1. Complet legal description; W Tic b Gp Ln tq 2. The use action must clearly indicate whether this-4 qe en a or commercial project; Z ~ .4 O 3. MAXIM M number of bedrooms or commercial u planr&d;i 10 p 4. Is this a ew or replacement system; ~O I Comple the suitability rating boxes. A SITE IS SUI &,EOR A HOLDING TANK ONLY IF ALL O R _p SYSTE S ARE RULED OUT BASED ON SOIL CON TONS;,, _ PLEASse the abbreviations shown re for writinprile descriptions and completing the plot plan ~p ` tll MAKE LEGIBLE diagram accurately Focating your t Ct 16cat ns. Drawing scale is prefered. A separate V i\ . EH may be sad if desired; L 00 r ST' Make I re your benchmark and vertical elevation refererx* point are clearly shown, and are permanent; a O 0 9. Compl a all apropriate boxes as to dates, names, a J6 as, flood plain data, percolation test exeryttio , if j O ~ approp late; y ' - m 10. If th ormation (such as flood plain, elevation) does not apply, place N.A. in the appropriate box. A 11. Sill the form and place your current address and yur certification number; p Z 12.. n1 I[Ke- gi a copies and- i-a-r~te a6--V quir€"LL 4L TESTS MttST-8E Fir-ED W11H L a AUTHORITY WITHIN 30 DAYS OF COMPLETION. n C N f~ ABBREVIATIONS FOR CEATRIEpd% tTE ERS C-0 M _ M Soil Separates and Textures n Otwsyrnbols 4 z e .I r y -",a st - Stone (over 10") L WBR - Bedrock t11 cob - Cobble (3 - 10") G M ~6 C3ASS - Standstdne f✓ r fi gr - Gravel (under 3") 4 y LS - Lime tone N 's - Sand HGW - High Groundwatef cs - Coarse Sand m Perc - Precolation Rage pO med s - Medium Sand 'W - Well / l~ s Is - Fine Sand 910 - Building Is- Loamy Sand / -4 - GreatepThan - Less/Than , 'sl - Loamy Sand 04;Z i~ '1 - Loam / ~n - Blown l• 'sil - Silt Loam BI / /Black , si - Slit / Gy i- Gray ;u cl - Clay Loam \Q / Y - !mellow n scl - Sandy Clay Loam / R d T icl - Silty Clay Loam/ i mot - 1, Mottles sc - Sandy Clay w/ 0$ • w+th b xfew, fine, faint' v ~j •c Clay / = Eommon, coarse . sic- ilty Clay /PL--- pt - Peat Many, Medium m - Mu ck/ distinct prominent / High water leve , ~yy surface water igeneral soil texture BM - Bench Mark quid waste disposay / VRP ' Vertical Refere a Point Sx w -lei TQrTHE OWNEF;4 This soil test repp t is the first step in securing a sanitary permit. The county or the Department may eques verification of thi/s it test in the field prior to permit issuance. A complete set of plans for the private sewage yste h' and ern app ion must be submitted to the appropriate IotaLaltt,hority in order to obtain a permit. Thes nita y nrf permit iPTust /be obtained and posted prior to the start of any a%nstruct~on. N O ~ / 4 101, rn a v) ~I DEPARTMENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS INDUSTRY, DIVISION P.O. 76 LABOR AND PERCOLATION TESTS (115) MADISO N WOI 53707 HUMAN RELATIONS (ILHR 83.09(1) & Chapter 145) LOCATION: SECTION: TOWNSHIP/MUNlGWAL+TY: OT NO.: LK. NO.: SUBDIVISION M : 15 W1/tiw1/ ~g /T4N/R17Eco► 14UDSoA.3 PNv- o fi'o ,.IGes COUNTY: MAILIN ADDR SS: 51-Ce0e MRE~E- pooe Z -rpovT 0,P-ooK f~uvxo-J 590/4 USE " 2 If 56 DATES OBSERVATIONS MADE R AL DE TION: PROFILE DESCRIPTIONS: INCOLATION TES (1Resfdence NO. lilt ~ , ❑New (Replace -1- 1110 FEQ. 5 So " RATING: S- Site suitable for system U- Site unsuitable for system ShS (D7 'T v ssB-AR0 15 ONVENT NAL: MOUND: IN-GROUNaPRESSURE: S STEM-IN-FILL OLDING TANK: RECOMMENDED SYSTEM: (optional) DS CCU ©S DU EIS DU DS DU DS DU ~A oU-jv s/ sr&-" If Percolaon Tests are NOT required DESIGN RATE: If any portion of the tested area is in the 702-,0 under s. I~LHR 83.0915)(b), indicate: C L S S Floodplain, indicate Floodplain elevation: 'N1N7__A 7 ST ¢utiF'~'~S T Su,v'uy, 33° PROFILE DESCRIPTIONS T-AJ -DEY.;MAL BORING TOTAL DEPTH T R UNDWATER-IIVEF+E6 CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH IN. ELEVATION OBSERVED EST. E T TO BEDROCK IF OBSERVED (SEE ABBRV. ON BACK.) ' 5 - ~k. R0 Is, 3. p' Li go - coo PS-e- 5 2, 0 ' 1y•aa B- S • 5 ~a2-l JC. y. 0 -rl_ Q . J5 . _ ( D r'ST S / Or 703 S n' y O r .S'Dk.QN, r. 2,p' f_~~~•~ouR~e 15~ B- •L2 I• lea- n,•+.R. ~,o' o -QJ. C 3 (5R . 6.1 M^ANy 15 'DiS r. R&A Haf S @ Y.0' B- 763•2.V 510, $ p •~s s. b o-,sy, s, y,2s. B-& 'T Uexi C S w t C / u C B ,T EEp^SA, .5. 0 B- PERCOLATION TESTS u TEST DEPTH WATER IN HOLE TEST TIME DROP 1 WATER LEVEL-INCHES RATE TER INCH NUMBER INCHES' AFTERSWELLING INTERVAL-MIN. PERIOD t PERIOD z~ p Is Z. 2.. S P- P. y 1 /D 2 P- i < Y-P- P- p. '9 1N U k CS 3 G R S--F r M 11T 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. Witt, ' P T1, ~ S A a Q - 7o 4, , 30' SYSTEM ELEVATION. - - . j /,!)l U~P J`"_ bIA-` 447" _ 76 . n F 71 /V ' t 1 k I, 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 print HOMESCfE SEPTIC PLUMBING C TESTS WERE COMPLETED ON: _ 655 O'NEIL RD., HUDSON, WIS. 54016 Q O ADDRESS: RO U1.51,11UT,- CERTIFICATION NUMBER: PHON NUM Eptional): WIS. MASTER PLUMBER LIC. NO. 3307 M.P.R.S. 2 4 n 2 ,3 (p ^ MINN. CST SIGNATURE: DISTRIBUTION: Original and one copy to Local Authority, Property Owner and Soil Tester. DILHR.SBD-6395_lR__10/83) - nvFa - r 1 V In +1 o c*' ~ .o ~ L ~ ~ N x ,n W '0• n A NA m IT, 1 -4 Vat 70 c r ~we m 57 - `O Q C N R w / OIZJ :n a \ / / N % -o 00 / i / o r oll 644` ro t-N f 411 N 71 -i m r State of Wisconsin Department of Industry, Labor and Human Relations PRIVATE SEWAGE PLAN APPROVAL SAFETY & BUILDINGS DIVISION Western Regional Office 2226 Rose Street LaCrosse, Wisconsin 54603 HOMESITE SEPTIC PLUMBING COMPANY Owner: MARIA RUDE 655 O'NEIL ROAD 962 TROUT BROOK ROAD HUDSON, WI 54016 HUDSON, WI 54016 RE: Plan Nuaber: S90-40411 Date Approved: July 30, 1990 Gallons Per Day: 300 Date Received: July 27, 1990 Project Name: RUDE, MARIA - RESIDENCE Location: SW,NW,18,29,19W Town of HUDSON County: ST CROIX The plumbing plans and specifications for this project have been reviewed for compliance with applicable code requirements. This approval is based on Chapter 145, Wisconsin Statutes and the Wisconsin Administrative Code. The plans are stamped 'conditionally approved'. This approval is contingent upon compliance with any stipulations shown on the plans. All items that are noted must be corrected. All permits required by the city, village, township or county shall be obtained prior to construction. The licensed plumber responsible for this installation shall keep one set of plans with the department's approval stamp at the construction site. The installer shall notify the appropriate inspector when inspections can be made. This approval will expire two years from the date approved or if a sanitary permit is obtained, it will expire the day the initial sanitary permit expires. The Section of Private Sewage has reviewed these plans for private sewage system code requirements only. These plans have not been reviewed for the code requirements set forth in Section ILHR 82 for general plumbing or in Chapters 50-64 of the Wisconsin Administrative code. This approval is for the following components only: - REPLACEMENT MOUND Inquiries concerning this approval may be made by calling (608) 785-9348. Sincer ly, GERARD M. SWIM Section of Private Sewage Division of Safety and Buildings 4PP039/0009n/19 cc: MARIA RUDE X Private Sewage Consultant SBD-6423 (R. 08/88) I.L.H.R. 83.08(2) PROJECT INDEX SHEET Owner: A,4el~E BUD " 71S - 3~G ` LyS~ Address: yla2 Ti~'DUT .~,pooK' /fUDsd.~, 4~/S Sy0/G. Site Location: P,t Ie T OF 111;/d ca-Z % Project Description: ° fIN &XY,S7-/A; 6' 60,157t GlJ ffpv,lF 2- j~~ ~it'oa.N S ~S ti~~tT~O 1>>i/~f 'gT~~ .IoW 0{ 3 OD/ ~4 1--4i6 i:J G- ~~'d U.v fj - p Ti c Sl S- Tt -1 / t v /~l S 7', j . Co Lw 7-y o 'J y1 1' a F Gr- 5,,/S T6--l I 5 !a d O ~GJ9~-v 7- 41 o rf~rS'DV e U F -S TA L~ S H l x017 P %.J ► S ~J rOS>~1~ ~~~~r~ 3 13 oR-o cn,-4 s Page 1. PLOT PLAN VIEWS Page 2. MOUND CROSS SECTION & SYSTEM PLAN VIEWS Page 3, PIPE LATERAL LAYOUT Page 4, DOSING CHAMBER CROSS SECTION Page 5, PUMP PERFROMANCF SPECS HOMESITE SEPTIC PLUMBING CO. HOMESITE SEPTIC PLUMBING CO, PLUMBER: 655 O'NEIL RD., HUDSON, WIS. 54016 655 O'NEIL RD., HUDSON, WIS. 54016 ROBERT ULBRIGHT ROBERT ULBRIGHT WIS. MASTER PLUMBER LIC. NO. 3307 M.P.H.S. YTS. MASTER PLUMBER LIC. NO. 3307 M.P.R.S. MINN. INSTALLER & DESIGNER LIC. NO. 00663 +4INN. INSTALLER & DESIGNER LIC. NO. 000E3 0 DATE:_ SITE EVALUATER/ DESIGMER SIGNATURE 89® 4041 1 r -^j L ~ G Ni ' Ck, vo Co 01 -1 N 70 we Z ~►NR 0 00 In Al m .94 CA ` _L -4 in ~S- ~ L e ~r ~ N f Fl. T C vr~ ~ ni R . v ~ i .b / -4Z 0 Q j 'I Y ~t a r° -J-• rte & V Page Of Straw, Marsh Nay, Or Synthetic Covering Distribution Pipe Medium Sand H 5YSTEM Topsoil F EIEV1~flo~ ---1I~-~ E p 70 y. 3 0 3 ` _ b F-M% Slope 4NSITE SEWAGE SOX G~ Bed Of 2M- 2 Force Main Plowed (f"Jit on(~j Aggregate Layer r "Ov D I Ft. AP""' "n' DEPARTM INDUSTRY, LABOR A 4AN RELATIOS Cross Section Of A Mound System Using E Ft. ON OF tt ;NGS~ F . 75 Ft. A Bed For The Absorption Area SEE CORRcSPONOENCE G Ft. A Ft. H /.5 Ft. Signed: B Y'7 Ft. License Number: K l o Ft. Date: L cep Ft. d Ft. Alternate Position T 9 Ft. of Z Force Main W Ft. L t Observation Pipe 7 '1 a~ A ----------------------•I Force fain Distribution Bed Of 2'_ 2 %2M Pipe Aggregate Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area S90-4041 Page 3 Of S • O U o lul.4 6- wok' 30 Orr o/' .2 7'vc ~OA ce- .~fl YIWE /A S T X0 le Perforated Pipe Detail ~2i'Gti r UPI GvttE _ VAC v,4 i f'oAv ~ End View )Perforated End Cap y~ PVC Pipe j • Jo``oo`o~ce Ot$ Moles Located On Bottom, v~ Are Equally Spaced R I--," > } PVC Force Main .7 P PVC Manifold Pipe ••..t';t• Alternate Position Of Distrib Force Main ys~ MgV w•, GE J' Next T d Cal,' ~ QL} p Cap ution Pipe Layout P ~ Ft. 1 = 23, oftRo Lj V RI ~ Z,1110NS Gg ISI-GY. LABOR PN DPAaTMEN ION OF F' X I nchps E CWO NO94CE , iZ Inches a Hole Diameter ~y Inch Lateral Inch(es) License Number: Manifold 2 Inches Date: Force Main 2 Inches # o-f' holes/pipe 7 Invert Elevation of Lateral s7oy'~24R. /~1 S T~ ~l3 v7'/d,~ PI'5eA to E t47-6` FCJ~.' C 4 di, 14 TER t l Z D V,e f,T i S 2- 7 1. t - T- IC j • ?o T,4 / rTIS7 urlo,) 2) ck ApGE i0g7e-- FOR lve&o,ek _3 2 , 76 'wCiA has, f/E~4,D a U TI O~ OF PAGE OF UST PUMP CHAMBER C13,055 SECTION ARID SPECIFICATIONS , Floc-0 PLAiJ IE rIo ~ 0 _ VEMT CAP f roue? = 70 4/ a F I E V~.TIO.J b 4"C.I. VENT PIPE WEATHER PROOF APPROVED LOCKING -fr JUNCTIOAI BOX MANHOLE COVER W 25 FROM DOOR, 12"MIU. /IBoc)E 7o,1J0 w/ 1-) ~AAE WINDOW OR FRESH I AIR INTAKE I 11I1q~~ b~1T/ON ~q J~O GRADE I H" MIM. l/" I I8" MIU. / COIJDUIT I~ TTO f,,7T- 1'6 -A 7 50 L :P, PROVIDE i - - - 2 IIJLET AIRTIGHT SEAL I I III w7{?? l? D PO r ~ ~ I I I APPROVED JGI~JTS APPROVED JOINT A f1 ~ I III (7 `J/C,I. PIPE W/C.L. PIPE - I' I I I EXTENDIMG 3' EXTENDING 3' ~ CO ALARM ONTO SOLID SOIL ONTO SOLID SOIL g 3,5 II If;~^ I I ow ~ I C9q C. ELEV. FT ~ I PUMP r OFF OP ~~DV r I CONCRETE BLOCK riod RISER EXIT PERMITTED (3ML'J IF TAIJK MANUFACTURZK HAS SUCH APPROVAL SEPTIC f SPECIFICATIOUS DOSE f'U/ESE~' ~D.uG~Q~f TANKS MANUFACTURER: WMBER OF DOSES: 3... PER DAy is-n t TANK SIZE: /000 GALLOIJS DOSE VOLUME so ydla V~ INCLUDING BACKFLOW: GALLONS ALARM MANUFACTURER: L ` ~/.,I MODEL NUMBER: D• L), L - CAPACITIES: A=IZ~ INCHES OR ~ . GALLONS SWITCH TYPE: Mf 2 CV R Y r/U4 T - B= INCHES OR GALLONS Zo (I P, C= V wl- IAICHES OR ZOO GALLOIJ5 PUMP MAIJUFACTURER: p - MODEL NUMBER: 3 7 ~Z 1 D= Iq. O INCHES OR 7 S °2 GALLONS PIGGY RK op'/ MOTE: PUMP AUO ALARM ARE TO BE 5WITCH TYPE: INSTALLED ON SEPARATE CIRCUITS MINIMUM DISCHARGE RATE 33 GPM 22 VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE.. 7.3 FEET "rAOk S IECS + MIMIMUM METWORK SUPPLY PRESSURE . . . . . . . . . . . 2.5 FEET 6AU%, C 0f J} p + FEET OF FORCE MAIN X I'`4U..fY ry.FKICTION FACTOR_:: = ¢ FEET ~4wI s 23,P GA 1-7. z ;fpij TOTAL D'3MAMIC HEAD = FEET A~ s ~ r ~o ya ~.s ~ F TAAIK: LEI~IGTH /~V ;WIDTH LIQUID DEPTH ago P ~L DI ti u,vn gn- LICE.QSE DUMBER: DATE: SIGUE D' ISOM 'm r -do va.- P.v'o?, Ay~J 1NG~ ~f v ,IJEpAR~M *10~~~Cft= i a T ~ f? I~ o U ~T ~ D ~ P , c~ ; o,,,,) Fhc TO►Q f_0 P_ Zrl poC 3 3 G' c 4 GAS` ' {'p ay r ; 'lop r. W HEADI ~ LL 34 A PACITY 32 105 - - - 30 - CURVAJEW ;95 95 28 90 26 -114- k- EFFLUENT 24 so MODEL and Q 75 MODEL 189 DEWATER/NG = 22 70 ,65 V 29 2 Y 18 60 C) 55 _ J H 16 S0 MODEL O 163 MODEL H 14 45 188 _ 12 40- - 35 10 MODEL 30 137,139'' MODEL 185 SEWAGE and a 2S _ D61OTERING 6 20- - MODEL 15 MODEL 161 4 7 to ~ a W MODEL iCu 2 5 53, 55, 0 - 57, " ~4d i 24 GALLONS 10 20 30 40, 50 60 70 80 90 100 110 - 75 LITERS 0 so 160 240 320 400 FLOW PER MINUTE 70 20 i p /8 80 - MODEL LU 55 295 _ S 16 V 50 - Q 14 MODEL ! - - Z 294 12 40 p. _j MODEL 36 - - - H 10 293 O 30 MODEL MODEL r y'ca ; 6 20- 282 ? 15 F 10 MODEL - _ OELLfI' O. z 5 267, 67,268 0 - " - - _ 3280 Old MXwo /.ells GALLONS 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 P0. BOX 16347 LoulsvlNe, Kel hwAy 40216 ¢ LITERS 0 80 160 240 320 400 480 560 640 720 (W2) 778-2731 `mow FLOW PER MINUTE 1 rtr "137" Cast Iron Series "139" Bronze S des HEAD UN TS/CMIN Feet Meters Gal. Ltrs. + Automatic or Non-Automatic. s 1.52 104 394 r t 0 3.04 79. 300 + '/2 H.P., 1 Ph., 115V, 200-208V or 230V, 15 4.57 64 242 + Y! H.P., 3 Ph., 200-208V or 230V. 20 6.1o 36 136 + Non-clogging vortex impeller design. 25 7.62 a 30 + Passes lib inch Solids (Sphere). Lock Valve: 26' + 11/2" NPT discharge. I'll Canadian Standar os + Float operated, submersible (Nema 6) mech- ~L listed 0: Assoc. Approval anical switch. avaiiaba + Automatic reset thermal overload protection. /742n. 137 SKba SC-2225 ~ • Stainless steel Screws, bolts, guard, handle and 139 SKIN 30-1116 arm and seal assembly. 'Bronze motor and pump housing, switch NOTE: No UL listing for 200-208V/1 Ph case, bass and irnpellar. pumps. Mercury /loaf switches are available for non-automatic modals. 17 y SEPTIC TANK MAINTENANCE AGREEMENT rt St. Croix County r OWNER/BUYER Z 0 ROUTE/ BOX NU1~ER ' ' 2 ~/POV T 1y1?OOLFire. Number CITY/STATE S'o~✓ S ZIP _y0/ 4~7 rt PROPERTY LOCATION: ' S= Section, T__ [ _N, R_W, Town of St. Croix County, Subdivision Lot number Improper use and maintenance of your septic system could result in its premature failure to handle wastes.- Proper maintenance con- sists of pumping out the septic tank every three years or sooner, if needed, by a licens*ed* 'septic tank pumper. What you put into the system can a ect the-function-of t e septic tank as a treat- ment-stage in the waste disposal system. • St. Croix County residents'may'be eligible to recieve 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 'sys't'ems agree to keep their system properly maintained. The property owner agrees to. submit to St.. Croix County Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or..a licensed pumper veri- fying that (1) the on-site wastewater disposal system is in proper operating condition and •(2)•after inspection and pumping (if nec- essary), the septic-.tank is less than 1/3 full of sludge and scum. Certification form will be sent approximately 30 days prior to three year'expiration. H I/WE, the undersigned have read the above requirements and agree 0 to maintain the private sewage disposal system in accordance with the standards set forth, herein, as-set by the Wisconsin Depart- went of Natural Resources. Certification form must be completed •d and returned to the St. Croix County Zoning Off within 30 days of the three year expiration.date. SIGNF~_ ~ S DATE St. Croix County Zoning Office 911 4th St. Hudson, WI 54016 386-4680 Sign, date and return to the above address. 1 K -v 00 Ito, /edgy *0 zr~ /as ` FILED t,/~ X71) A~4 OE JUNZ 21993*-. ,I / JAMES O'CONNELL r t- WO rn Rogister of Deed, 50119) ~'L St CroixCo.,W) cs I" CERTIFIED SURVEY MAP Located in part of the SEa of the NE; of Section 18, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin. CO :Ij r- cv o- v o ° o -i N (D N ti+ o N d ° a Bearings are referenced to the ° ' ' M South Line of the NE} of Section D = d H n M to a m 18, assumed to bear S88050115"W. m M CD rt ^ Z ~ <D /D rr H \ (n 2: -n ID Z3 M D (D 0 M a rt \ 8 0 O n~ o 0 (Mn c Pn m _ Q Rio H `D / v°' fP~ w / • ~X °l< H Z z tl f CD FOX 0 0" o CO A O w s q (5 01 rt r9k, a ~ ~ ~ • ~ • ~ ~ ~ Ali ~ IC ~ e N o rt Ir N im OJ N n cfDi CO / gC~ x o OD 3 Un o- D iV! W N 3 C. G -I M O (n CO M N im - o n Z w ~ i O I> Cn _ 00 N~ N 4~ lm ::E L 682 v ID r 66 iz L 3 ID m O 00 IC/) o CD ~y+ IZ Ci m (n ;o a z M Ln ir- ~ ~ W o Z S 3 w Co m \ N 0 03 OD LTI PO 1-0 (A 00 N 03 10 ~O I w o c rt ° 7 7 N. 7 c V\ -h ~ O O '7 N W S B ~.y f N ~t rh = r 7 1 7 C z ~O M. • E ~ ~-y lr O ry O d O N• (p O ~•1 C7 rr ~ 0 0 00 W S~ z c, m " a rt O O c C Cr v W _ N w Cn (D O M M N rh [D 0 rr v v C7- w m rt m M r~ \ 0 CD z m VOLUME 9 PAGE 2632 i 1 SURVEYOR'S CERTIFICATE I, Allen C. Nyhagen, registered Wisconsin Land Surveyor, hereby certify that by the direction of Ivan Schloff, I have surveyed, mapped and described the land parcel which is represented by this Certified Survey Map; that the exterior boundary of the lard parcel surveyed and ma , peed is des ci_be,._ as tof _ otis. A parcel of land located in part of the SE1,,1 of the NEl/4 of Section 18, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; further described as follows: Commencing at the E1/4 corner of said section 18; thence S88050'15"W, along the east-west 1/4 line of said section, 549.99 feet; thence N390 42' 09"W, 84.38 feet to the point _of_bec7inning; thence continuing N39042'09"W, 220.65 feet to a point 57 feet more or less from the water's edge of the Race Willow River, being the beginning of a meander line; thence N36049'54"E, along said meander line, 197.47 feet to a point 24 feet more or less from the said water's edge; thence N52o15'11"E, along said meander line, 115.98 feet to a point 24 feet more or less from said water's edge, being the end of said meander line; thence S25006'43"E, 434.76 feet; thence S88050'15"W, 253.70 feet to the oint of be in P_ _ g nin/. Including all lands lying between above described meander line and the water's edge of the Race Willow River between the extension of a line bearing N390., 42'09"W from said beginning of meander line and the extension of a line bearing N25o06'43"W from said end of meander line. Above described parcel is subject to all easements of record. I, also certify that this Certified Survey Map is a correct representation to scale of the exterior boundary surveyed and described; that I have fully complied with the current provisions of Chapter 236.34 of the Wisconsin Statutes and the Land Subdivision Ordinance of the County of St. Croix in surveying and mapping same. VOLUME 9 PAGE 2632 Each parcel shown on this map (plat) is subject to state and county laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing any parcel contact the St. Croix County Zoning Office for advice. VOLUME 9 PAGE 2632 APPROVED JUN 2 3 SZ . CROIX COUNTY umpohwisivo Ptanning Zoning and P340 CosrMnitle~ M net cecoaded wi vin 30 days of approval date so~•oval shot be n.,r 3 void