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S Parcel 030-2061-30-000 04/18/2006 03:22 PM PAGE 1 OF 1 Alt. Parcel 27.30.20.590 030 - TOWN OF SAINT JOSEPH Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner STEVE M HESSIER O - HESSIER, STEVE M C - BOUCHER AMBER K BOUCHER AMBER K 1361 HWY 35 HOULTON WI 54082 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ' 1361 MAIN ST SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 0.560 Plat: 2111-HOULTON SEC 27 T30N R20W LOT 4 BLK 8 VIL HOULTON Block/Condo Bldg: 8 LOT 4 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 27-30N-20W Notes: Parcel History: Date Doc # Vol/Page Type 11/24/2003 747333 2461/320 WD 06/25/2001 649328 1667/612 QC 05/29/2001 646577 1647/80 QC 07/23/1997 868/515 more... 2006 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/09/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.560 50,000 69,200 119,200 NO Totals for 2006: General Property 0.560 50,000 69,200 119,200 Woodland 0.000 0 0 Totals for 2005: General Property 0.560 50,000 69,200 119,200 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 Form -STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER Ft'>> TOWNSHIP W t/ SEC. T N-R W ADDRESS t' ST. CROIX COUNTY, WISCONSIN SUBDIVISION f LOT L0,TJ5IZE ~ PLAN VIEW Distances and dimensions to meet requirements of ILHHR 83 SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM a 7i 1 I` Yt v 011A 4.:, i ;2 t INDICATE NORTH ARROW W BENCHMARK: Describe the vertical reference point used Elevation of vertical reference point: Proposed slope at site:' SEPTIC TANK: Manufacturer. Liquid Capacity: ?4" C Number of rings used: Tank manhole cover elevation: / 7 r Tank Inlet Elevation: /Tank Outlet Elevation: Number of feet from nearest Road: Front 10 Side 10 Rear, O feet .From nearest property line Front,0 Side,('5fRear, O ! feet Number of feet from: well ,7, building: r1 / 6 (Include this information of the above plot plan)( 2 reference dimensions to septic tank) SEE REVERSE SIDE PUMP CHAMBER j a Al Manufacturer: Liquid Capacity: Pump Model: '7'9 Pump/Siphon Manufacturer: .x e% Pump Size / Elevation of inlet: ~j• 5~~' Bottom of tank elevation: Pump off switch elevation: Gallons per cycle: .~;`?`~~~r✓/y~ Alarm Manufacturer: Alarm Switch Type: i~ Number of feet from nearest property line: Front, O Side, (~Rear,C) Ft.,:2 Number of feet from well: Number of feet from building: 2r, (Include distances on plot plan). . . SOIL ABSORPTION SYSTEM - Bed: Trench: Width: a,,c"' Length: S R Number of Lines / Area Built: Fill depth to top of pipe: Number of feet from nearest property line: Front, O Side, O Rear, 0-9t. Number of feet from well: /1 f Number of feet from building: / (Include distances on plot plan). SEEPAGE PIT Size: _ Number of pits: Diameter: Liquid depth: Bottom of seepage pit elevation: Area Built: Has either a drop box or distribution box O been used on any of the above soil absorbtion sytems? (Check one). HOLDING TANK Manufacturer: Capacity: Number of rings used: Elevation of bottom of tank: Elevation of inlet: Number of feet from nearest property line: Front, O Side, O Rear, O Ft. Number of feet from well: Number of feet from building: Number of feet from nearest road: Alarm Manufacturer: 1 Inspector: Dated: Plumber on job: 1~/y y f; GfJ•~ License Number : 3/84:mj DEPARTMENT OF INDUSTRY, INSPECTION REPORT FOR SAFETY & BUILDINGS LABOR & HUMAN RELATIONS PRIVATE SEWAGE SYSTEMS DIVISION P.O. BOX 7969 BUREAU OF PLUMBING MADISON,`JVI 53707 CONVENTIONAL ❑ALTERNATIVE Statesglann I D. Number (if as ❑ Holding Tank ❑ In-Ground Pressure El Mound NAME OF PERMIT HOLDER. ADDRESS OF PERMIT HOLDER. INSPECTION DATE. Steve Powell R. R. 1, Roberts, WI 54023 - 3 oOG~' tw BENCH MARK (Permanent reference point) DESCRIBE IF DIFFERENT FROM PLAN. REF. PT. ELEV.: ICST1111 PT. ELEV SW SE, Section 7, T29N-R18W, Town of Warren, Lot#4,Bill White Sub. Na- of Plumber. JMPIMPRSW Nn County Sanitary Permit Number: Henry Nechville 3258 St. Croix 69601 SEPTIC TANK/HOLDING TANK: MANUFACTURER. LIQUID CAPACITY. TANK INLET ELEV.. TANK OUTLET ELEV.. WARNING LABEL LOCKING COVER PROVIDED: PROVIDED EYES ENO EYES ENO BEDDING: JVENT DIA.. VENT MAT L.. HIGH WATER NUMBER OF ROAD: PROPERTY WELL: BUILDING. VENT TO FRE ALARM. LINE. AIR INLET .j FEET FROM EYES a O EYES ❑,NO NEAREST DOSING CHAMBER: MANUFACTURER. BEDDING. JLIQIJID'CAPACITY JPUMP MODEL PUMP/SIPHON MANUFACTURER WARNING LgJ.,. LOCKING COVER 44 J P PROVIDED: EYES ED-No EYES ENO DYES ENO JBLJILDING VENT TO FRESH GALLONS P R CYCLE: D CONTROLS PERATIONAL NUMBER OF PROP RTY W (DIFFERENCE BETWEEN FEET FROM L :-j ) U I AwjC T / PUMP ON AND OFF) 71DYES ENO NEA ES =+oa L C J SOIL ABSORPTION SYSTEM. Check the soil moisture at the depth of plowing LENGTH DI ETE MATERI AND MARK wG or excavation. (If soil can be rolled into a wire, construction shall cease until FORCE,` the soil is dry enough to continue.) MAIN ` CONVENTIONAL SYSTEM: WIDTH- LENGTH NO. OF DISTR. PIPE SPACING COV EH INSIDE DIA -PITS LIQUID BED/TRENCH i' TRENCHHES MATERIAL: PIT DEPTH DIMENSIONS _ GRAVEL DEPTH FILL DEPTH UST R. PIPF DISTR. PIPE DISTR. PIPE MATERIAL. NO DISTR. NUMBER OF PROPERTY WELL. BUILDING. VENT TEFRESH BELOW PIPES ABOVE coVER ELEV. INLET ELEV. END. PIPES FEET FROM LINE. AIR,I SET. "_3 a _ NEAREST--so- f MOUND SYSTEM: Mound site plowed perpendicular to slope Check the texture of the fill material for PROVIDE A DIAGRAM OF SYSTEM and furrows thrown upslope: mound systems to make certain that it ON REVERSE SIDE. SHOW ELEVA- meets the criteria for medium sand. TIONS MEASURED. DYES ENO SOIL COVER TEXTURE JPERMANENT MARKERS JOBSERVATION WELLS EYES NO EYES ENO DEPTH OVER TRENCH BED DEPTH OVER TRENCH BED DEPTH OF TOPSOIL. SODDED SEEDED MULCHED CENTER EDG ES. EYES NO EYES NO EYES ENO PRESSURIZED DISTRIBUTION SYSTEM: WIDTH LENGTH. NO. OF LATERAL SPACING. GRAVEL DEPTH BELOW PIPE FILL DEPTH ABOVE COVER. BED/TRENCH TRENCHES DIMENSIONS MANIFOLD PUMP MANIFOLD DISTR. PIPE MANIFOLD MATERIAL. NO. DISTR. DISTR. PIPE DISTRIBUTION PIPE MATERIAL & MARKING. ELEVATION AND ELEV.. ELEV.. DIA. ELEV.. PIPES DIA.: DISTRIBUTION INFORMATION HOLE SIZE HOLE SPACING DRILLED CORRECTLY COVER MATERIAL VERTICAL LIFT CORRESPONDS TO APPROVED PLANS EYES NO DYES ENO COMMENTS: PERMANENT MARKERS: JOBSERVATION WELLS: NUMBER OF PR OPERTV WELL: BUILDING: FEET FROM LINE: EYES ENO EYES ENO NEAREST Sketch System on Retain in county file for audit. Reverse Side. SIGNATURE ITITLE DILHR SBD 6710 (R. 01/82) wlsconsin APPLICATION FOR SANITARY PERMIT , DILHR COUNTY ~ oERRRTmenT OF (r LB 67) UNIFORM SANITARY PERMIT # Ir70USTRY, LRHOR 6 HUMRn RELRTIOnS 91k1 -Attach complete plans in accord with s. H 63.05, Wis. Adm. Code for the system, on paper not less than 8'/x 11 inches in size. -See reverse side for instructions for completing this application. PLEASE PRINT PROPERTY OWNER MAILIN( ADDRESS i PROPERTY LOCATION CITY: /4, S , T 4 N, R ;km E (or(_ OWN OF`: LOT NUMBER BLOCK NUIV)BER [SUBDIVISION NAME A EST ROAD, LAKE OR LANDMARK STAT' PAL N I.D. NUMBER Ar, TYPE OF BUILDING OR USE SERVED a-1011 ~aQ f~ < a4`1or 2 Family Number of Bedrooms: ❑ Public (Specify): THIS PERMIT IS FOR A: E"T4ew System ❑ Tank Replacement ❑ Repair ❑ Replacement Soil Absorption System ❑ Revision ❑ Privy ❑ Alternate System ❑ Reconnection ❑ Petition for Modification IF THIS IS A CONVENTIONAL SYSTEM COMPLETE THIS BLOCK. ❑ Seepage Bed a"Seepage Trench ❑ Seepage Pit ❑ Holding Tank ❑ System-In-Fill ❑ In-Ground Pressure ❑ Vault Privy ❑ Pit Privy ❑ Existing, For Which A Previous Permit Is On File, Permit # issued ❑ An Existing System That Has Been Inspected And Is Compliant As Far As Soil Conditions. Total # of Prefab. Site Steel Fiberglass Plastic Gallons Tanks Concrete Constr cted Septic Tank Capacity "*~y Lift Pump Tank/Siphon Chamber Holding Tank capacity Manufacturer: IF THIS IS AN ALTERNATIVE SYSTEM COMPLETE THIS BLOCK: ❑ Mound ❑ In-Ground Pressure f Total #of Prefab. Site Gallons Tanks Concrete Constructed Steel Fiberglass Plastic Septic Tank Capacity Lift Pump/Siphon Chamber Manufacturer: PERCOLATION RATE ABSORPTION AREA ABSORPTION AREA WATER SUPPLY: (Minutes per inch): REQUIRED (Square Feet): PROPOSED (Square Feet): • • ` " ["private ❑ Joint ❑ Public "1I Atli '4- q I, the undersigned, hereby assume responsibility for installation of the private sewage system shown on the attached plans. Name of Plumber (Prin Signature: - MP/MPRSW No.: Phone Number: Plumber's Addpkss: i Name of. Designer: COUNTY/ DEPARTMENT USE ONLY Sig)ure of Issuing Agent: Fee: Date: ❑ Disapproved El Owner Given Initial V~ ~/e Approve i Adverse Determination Reason for Disapproval: Alternate course(s) of Action Available: DILHR-SBD-6398 (R. 5/82) DISTRIBUTION: Original to County, One Copy To; Bureau of Plumbing, Owner, Plumber INSTRUCTIONS FOR COMPLETING THIS PERMIT APPLICATION, PLB 67 - SBD 6398 To be complete and accurate the permit application must include: 1. Property owner's name and complete legal description, please circle the appropriate municipal government unit, (whether this is in a city, village or town); 2. Indicate specifically what type of use is served, if public is checked indicate type of use (i.e. 10 unit apartment, 30 seat restaurant, etc.); 3. Complete the block for conventional or alternate system depending on system type, check all appropriate boxes or blanks. 4. Indicate the design percolation rate listed on the 115 soil test report, the number of square feet required by code and the number of square feet to be installed; 5. Complete the section on water supply; 6. PRINT the name of the master plumber or master plumber restricted who will install the system, circle the appropriate license classi- fication, place your license number in the space provided and sign the permit in the signature block; 7. Please place the plumbers business phone number in the blank provided, if there is a problem or question this will speed review of the permit; 8. Change of ownership or plumber requires a Sanitary Permit Transfer Form (67-T) to be submitted to the county prior to installation. Failure to comply will void the sanitary permit. 9. This permit may be renewed, and at the time of renewal any new criteria in the Wis. Adm. Code will be applicable. 10. A new permit will be needed if there is a change in, estimated wastewater flow, (number of bedrooms, etc.), location of the system, depth of the system, type of system. 11. All revisions to this permit must be approved by the permit issuing authority. 12. A complete plan including a plot plan, drawn to scale or with complete dimensions. 13. Horizontal and vertical elevation reference points that are permanent and clearly shown. 14. Piping detail including pipe size, separating distances, distances between beds if appropriate, tank locations, effluent line from tank(s) to system, building sewer and vent observation pipe(s). 15. The permit issuing agent may require a cross section drawing of the effluent disposal system. TO THE OWNER: This is valid for two years. Changes in your building plans or locations may require you to obtain a new permit. Private sewage systems must be properly maintained. Have a licensed pumper clean your septic tank whenever necessary usually every 2 to 3 years. If you have questions concerning your system, contact your local code administrator or the Bureau of Plumbing, DILHR, State of Wisconsin. 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 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 v~ /acv E_ Location of Property , Section T N - R W " Township Mailing Address l Subdivision Name ~Lz Al 1 f,E Lot Number T Previous Owner of Property Total Size of Parcel 7~1 J,:f Date Parcel was Created S /S- '7 Are all corners and lot lines identifiable? Yes No Is this property being developed for resale (spec house) ? Yes No Volume and Page Number 1C. ` as recorded with the Register of Deeds INCLUDE WITH THIS APPLICATION ONE OF THE FOLLOWING: Warranty Deed 2. Land Contract 3.• Other recordings filed with the Register of Deeds Office 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 the Certified Survey Map shall also be required. PROPERTV OWNER CERTIFICATION I (We) cen.ti,6y that att d.tatementd on thiA 6onm ane txu.e to the but o6 my (oun) knowledge; that I (we) am (cute) the owneA(s) o6 the ptopenty de,6cxi.bed in .thi,d in6onmati.on 6oAm, by viAtue o6 a wanh.anty deed neeonded in the 066ice o6 the County RegiAteA o6 Deedd ad Document No. - / ,f and that I (we) phedentty own the ptopoded d,c to bon the bewage diAposat dys tem (on I (we) have obtained an eadement, to tun with the above ducA bed pnopenty, bo& the constAucti.on o6 daid dyd-tem, and the dame had been duty heconded in the 066ice o6 the County Reg.c.d.ten o6 Deedd, as Document No. I. SIGNA URE OF OWNER SIGNATURE OF CO-OWNER (IF APPLICABLE) DATE S GNED DATE SIGNED z H a r ST C- 105 r a H SEPTIC TANK MAINTENANCE AGREEMENT o St. Croix County z d a / H OWNER/, BrR ~j ~j ~ ca ROUTE/ R Fire NumberAX;? CITY/STATE XA J,-,E-7 01-- t' ZIP PROPERTY LOCATION :,5 Section , T. ~N , R j g G) Town of ~GZ J-i-g _ St. Croix County, Subdivision Lot number I 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 licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treat- ment 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 systems properly maintained. The property owner agrees to submit to St. Croix County Zoning a certification form, signed by the owner and by a master 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 H three year expiration. o E I/WE, the undersigned, have read the above requirements and agree u, to maintain the private sewage disposal system in accordance with H the standards set forth, herein, as set by the Wisconsin Depart- b ment of Natural Resources. Certification form must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. /lP SIGNED DATE St. Croix County Zoning Office P.O. Box 9S Hammond, WI 54015 715-796-2239 or 715-425-8363 Sign, date and return to above address. x ~ w ~ (n w~ S w S C C `G ~ p x CCD CD 7C p n A CD p 00 W Q p w w to H 0 ° C c ~tO~G C~~ j`G O IO C n n N N_ D p 0~oo ~;r Sa w w p O p r« - R n ~ CD = ~ ' P co °3n o ~co w o m ° o w o_ w 0 0 > c- c 3 ~'C o° 3 o n°' Z~ C G Q p co) S w w ~ N 1m w ~ ~ 0 u cD °.~o nm ° -CD OD Z-0 - ° :3 Q-1- CD C o ,3 m Cn: CS cD D co Q O O n- w ° w o ° c~w O o~aw Q m ? N N N CD w u~ Z co) ~m N CD ~ o n (D 0 3 U CD CD a U) CD =r 0 =r 0 vN CD 0 > > w viva nC0*CDD- C 171 v 3 m o 10 CD w CD U)0 v°iao~ n ~ CD W --t 9 Cl. (D -4 p, O N O 0 = n ,cam w ° CD;on a3 a * cn C ° aw o rn ° w CD = CD to o. ao n Q= Cl. a?.(n i G) C ` to w N CCD c C CD0c ~t°a oy.m°NO -N CM n o a ~ c° w " CD (DD C co °cn =r E Swr.O CD o p~ a ° 3 ° o ° 3 ~m w ate' nm ° O 3 cn' Cl 0 CD z ov-s-TE' w/ NGlsoa No No-F-ti.,'A3 G-• onsewi/ . PA MENT OF REPORT ON SOIL BORINGS AND SAFETY & BUILDINGS I NDUST Y~ C DIVISION LABOR AND PERCOLATION TESTS (115) MADISP.O. BOX ON WI 7969 HUMAN RELATIONS (H63.09(1) & Chapter 145.045) LOCATION: SECTION: TOWNSHIP/fiTtMICtPY~t'}TY: LO"T~O.:BLK.NO.:SUBDIVISION NAME: 5W 7 /Ti-q N/R 1l' E (o w4R R FN 7 CO 'N Y: OWNER'S/81!4'.'ER'SNAME: FR AILING ADDRESS: 4U I'r o3E727's J Sf r'X srXr~E Powell 4.1 At ExnA) IXR ~V- USE DATES OBSERVATIONS MADE NO.BEDRMS.: COMMERCIAL DESCRIPTION: PROFILE DESCRIPTIONS: PERCOLATION TESTS: Residence 113 New ❑ Replace f 0 RATING: S= Site suitable for system U= Site unsuitable for system CONVENTIONAL: MOUND: IN-GROUND-PRESSURE:'SYSTEM-IN-FILLHOLDINGTANK: RECOMMENDED SYSTEM:(optional)~a~ ES ❑U 0S ❑U ❑U ❑S DU ❑S ©U 1;16jrw~cs ~!!pp''CC,,!!~' tv E x D FT ocJ G- IP Percolation Tests are NOT required DESIGN RATE: I If any portion of the tested area is in the under s.H63.09(5)(b), indicate: Ci L'lf S-S II Floodplain, indicate Floodplain elevation: All ~'?a1?+~~rS i of xEl~~ v 1 5 PROFILE DESCRIPTIONS 10 1)CCI M/t' j -Pt • Z ro Pert- 61~"IUil_ o BORING TOTAL DEPTH TO GROUNDWATER-IN _ CHARACTER OF SOIL WITH THICKNESS, COLOR, TEXTURE, AND DEPTH NUMBER DEPTH ELEVATION OBSERVED EST. HIGHEST TO BEDROCK IF OBSERVED (SEE ABBRV.ON BACK.) d •D O ~r 4 o2 irs.3's B- ~ f 1. / 7 M~ x of s I ~►~.d s 6R 3 ~7 > 1.o"/3N-Iy S</I •S'e'IV-CS,J Q • .58 ~ . v~!oS,1 (c.5//' o•c B- Z .0.2 9.0 c:OR5E % ?C:yo 13N. S a.j ~N. 5r I o C re 7-5 2 ,3+a' y. (n'•+ix, or !3v f S 3d 3- B-3 03.2 0 0' ~ 51 O'cre 3 a ~o ~ 0 -h-4 S 3; , 15 5, / p4 c"114 ~j ..2 5'G',e' 00 -S;/, a. S' oQ - Ba. 5/1.0 S.115'MiX. e4 coRkSIE <.1 B a•~ 2 •90 AO'" aN.s/ 30 yc as.. s 3090 s, oceer 9) ttN a.0" o~-QN. S"l S• 9'',44 or' ' N• 00 v S o? a. S e B~ srl f~ae;~-?c7s, SHA// 3, ~o - PERCOLATION TESTS TEST DEPTH WATER IN HOLE TESTTIME DROP IN WATER LEVEL-INCHES RATE MINUTES NUMBER IN AFTER SWELLING INTERVAL-MIN. PERIOD 1 PER D 2 PERIOD 3 PER INCH R1 P 3.5 /o Cv • a P P- P- !7 4. P- C 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 p of land slope. 4"Y - 1 T; X9 0 SYSTEM ELEVATION m ~x f 5' 7~~ls- /Vt"W o~t~ _ varr Ref, Pr, ,s Pciwtt whee£ siave, ooze s eaocole b ` ----.r.. 4r s.g. rep O'F NOM r ~Q L~ . U • - b nAA?o f reS ~ P~"'p ~.-Fr sT,4r;oo -A fora cQ stsits~P ~Oit~ i ~ xZ' ~z C~i7`dwill ~E Rer?vt N - • 87; ~--~-r • septic sYsfen?. 145 9 IR ADE- to cx r Ti yo To l3ha>>°At E-4 i i 5 a 77.3 F"r s ee S~ T. 30' ° 4iA) ' Iw%// CXi 7- 5 Q e 47 d' a,~ ow t r~~~ ?5. 3 r ,Pid%UA?E 6-f- R.P. 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 ar r1 t eq ; ti best of my knowledge and belief. NAME (print): / TESTS WERE COMPLETED ON: HOMESITE SEPTIC PLUMBING CO.~~ 15 - 7 5 ADDRESS: Rf 3 O'NEI L RD., HUDSON, WIS. b4015 ERTIFICATION NUMBER: PHON NUMBER optional): ROBERT ULBRICHT ~l S 1 !S S- O Z Y J0 S 3 (Y6 ST SIGNATURE.- MINN. INSTALLER & DESIGNER LIC. N0 006 , ®FF/~~ r DISTRIBUTION: Original and one copy to Local Authority, Property Owne BII~T~s~ely DILHR-SBD-6395 (R. 02/82) - OVER - , . '.5; i0 .i. t, ,A-10 te' y^ ..8€ i'ci}:S, Y Is.t tic, , 1 f . UIS(°. s >h Vi t,, I i, :I Iw.I'v t.i S cFL ;.eY E-F t ~~f. tti. ~r i ' Y a tin k . t F €S SU 13 .E?I_,E F0Fl, i-t .`?,L_. w : 9 aj . ~NL f`lI_I_ ITTI-IER SY, I E iYs S 1~I (0E{LED 'OU ` ; Exf O °L C N4f)Ffif:`rE P EAST f t, th, E v: JFJtt 5r15 S€ a t .fifs C rofii"i zt t,u t 3'C ~.t.t7 _s?,AYE{ 1u,t.J to } ,t tt r; ;.j ? ti ,S( n S-,alt „ ,3rEd, A 5 t~ r .~3 S 1 h, t;t?,,. l l-M, l.,11C i id Ri SY ~3 7`f } it ndv , '1 .1 r . 7 Ere -A' f f High x~ 4 r E z E ,i i oS"iili t, PE? [,Y., L nlI .S£: {u1 £L. ws,!.,, m wid « F }phce "Jn a'lutit £ e Suh,- itterj to inn an iopf 1e c,k !a t a r C,.f i'ii;p i7t°` Sz1.7 _ pe 11 (t. i „!SE'. be CP}Es4d638C2 u, i?e3„eF,Ci 1)i or ?I~ t; Slitt'€ FM 447 123 c ,QUAL/TY PUMPS ~NCE ~P~J ~ O ZJLOi ® 3280 OLD MILLERS LANE 01t,CE• P.O. BOX 16347 • LOUISVILLE, KY. 40216 ALE Fad RefL (502) 778-2731 vativ~® " INSTALLATION INSTRUCTIONS RECOMMENDED MODELS SEWAGE EFFLUENT*. DEWATERING 267 Series 53-55-57-59 Series All Models 268 Series 97 Series 282 Series 137-139 SeriPQ 284 Series 163 Series 293 Series 165 Series Effluent systems should specify that pumps should not handle sG..us exceeding five eighths inch (5//8") in order to prevent large solids from entering leeching fields, mound systems and etc. Where codes permit, sewage pumps can be used for effluent systems. PREINSTALLATION CHECKLIST - ALL INSTALLATIONS 1. Inspect your pump. Occasionally, products are CAUTIONS & WARNINGS damaged during shipment. If the unit is damaged, CAUTION: contact your dealer before using. Installation and checking of electrical circuits anc hardware 2. Carefully read the literature provided to familiarize yourself with specific details regarding installation and electrici a use. These materials should be retained for future CAUTIO' reference. Repair and service should be periu: meu by 3. Make sure there is a properly grounded receptacle Zoelltr Co. Authorized Service Station. available. All pumps are furnished with provisions for r:AIJTIOI` proper grounding to protect you against the possibility Low,, suinp pumps are not designed for use in of electrical shock. sept;c tanks to handle sewage or effluent. (SEE WARNING BELOW) CAUTION: 4. Make certain that the receptacle is within reach of Maximum continuous operating temperature for the pump's power supply cord. DO NOT USE AN standard model pumps is 130° F. - 54°C. EXTENSION CORD. Extension cords that are too long WARNING: or too light do not deliver sufficient voltage to the pump FOR YOUR PROTECTION ALWAYS DISCONNECT motor. But, more important, they could present a safety PUMP FROM ITS POWER SOURCE BEFORE hazard if the insulation were to become damaged or HANDLING. Single phase pumps are supplied with a the connection end were to fall into the sump. 3-prong grounded plug to protect you against the 5. Check to be sure your power source is capable of possibility of electrical shock. DO NOT UNDER ANY CIRCUMSTANCES REMOVE THE GROUND PIN. handling the voltage requirements of the motor, as The 3-prong plug must be inserted into a mating indicated on the pump name plate. 3-prong grounded receptacle. If the installation does 6. Make sure the pump electrical supply circuit is not have such a receptacle, it must be changed to the equipped with fuses or circuit breakers of adequate proper type and grounded in accordance with the capacity. A separate branch circuit is recommended, National Electrical Code and all applicable local codes sized according to the NEC for the current shown on and ordinances. Three phase pumps are to be installed the pump name plate. in accordance with the National Electrical Code and all applicable local codes and ordinances. i I TYPICAL SEWAGE INSTALLATION-RECOMMENDED INSTALLATION 1J) Electrical wiring and protection must be in accordance with NEC • P ° and any other applicable state and local electrical requirements. z Install Unicheck (combination union and check valve) preferably just above the basin to allow easy removal of the pump for cleaning Q or repair. \ 4 All installations require a basin cover to prevent debris fr, 4 falling into the basin and to prevent accidental injury. 3 w ® Gas tight seals are required in all sewage installations t gases and odors. - 50 Vent gases and odors to the atmosphere through vent f © When a Unicheck is installed, drill a 3/16" dia. hole in th(. discharge pipe even with the top of the pump. NOTE: The hole must also be below the basin cover. e a O7 Tape or clamp power cord to discharge pipe clear of the float mechanism. g TURN ® Use full-size discharge pipe. ON ,O Basin must be in accordance with applicable codes and specifications. TURN to Level pump in vertical position. Float mechanism must be clear OFF H of sides of basin. tl Clean basin. Free of debris after installation. TYPICAL EFFLUENT INSTALLATION-RECOMMENDED INSTALLATION GROUND LINE TCAG TO LOW PRESSURE SYSTEM, 0 Electrical wiring and protection must be in accordance with NEC SOURCE MOUND SYSTEM,SANO FILTER. R. JF TYRE WIRE MOUND LEACHING ELDLOOR and any other applicable state and local electrical requirements. ON SITE DISPOSAL All installations require a basin cover to prevent debris from C falling into the basin, and to prevent accidental injury. 0 Wire pump to power through a J-Pak, watertight junction box or watertight splice. NOTE: Watertight enclosure is a must in damp o_I areas. ® Use full-size discharge pipe. When required, install unicheck (combination union and check valve) preferably just below the basin cover to allow easy removal of the pump for cleaning or repair. © When a Unicheck is installed, drill a 3/16" dia. hole in the Aff) discharge pipe even with the top of the pump. NOTE: The TURN hole must also be below the basin cover. OFF Tape or clamp power cord to discharge pipe clear of the float O 0 O mechanism. _ © Level pump in vertical position. Float mechanism must be clear SEPTIC TANK EFFLUENT PIT ~of sides of basin. Install blocks or bricks under pump to provide a settling basin. 10 Clean basin. Free of debris after installation. TYPICAL DEWATERING INSTALLATION-RECOMMENDED INSTALLATION ° A 0 Electrical wiring and protection must be in accordance with NEC and any other applicable state and local electrical requirements. z 2 Install unicheck combination union and check valve) ( preferably just above the basin to allow easy removal of the pump for cleaning ~i or repair. i A All installations require a basin cover to prevent debris from o falling into the basin and to prevent accidental injury. ® When a Unicheck is installed, drill a 3/16" dia. hole in the 5 discharge pipe even with the top of the pump. NOTE: The hole must also be below the basin cover. Tape or clamp power cord to discharge pipe clear of the float Q_ 4) mechanism. © TURN Minimum 18" dia. x 24" deep basin. a ON Use a full-size discharge pipe. Level pump in vertical position. Float mechanism must be clear TURN of sides of basin. OFF Install blocks or bricks under pump to provide a settling basin. J 10 Clean basin free of debris after installation. SERVICE CHECK LIST A. Pump will not start or run. Check fuse, low voltage, overload open, open or incorrect wiring, open switch, impeller or seal bound mechanically, defective capacitor or relay when used, motor or wiring shorted. Float assembly held down. Switch defective, damaged, or out of adjustment. B. Motor overheats and trips overload Incorrect voltage, negative head (discharge open lower or blows fuse. than normal) impeller or seal bound mechanically, defective capacitor or relay, motor shorted. C. Pump starts and stops too often. Float tight on rod, check valve stuck or none installed in long discharge line, overload open, level switch(s) defective, sump pit too small. D. Pump will not shut off. Debris under float assembly, float or float rod bound by pit sides or other, switch defective, damaged or out of adjustment. E. Pump operates but delivers little or Check strainer housing, discharge pipe, or if check no water. vaiv- is i vent hole should be open. Discharge head exceeds pump capacity. Low or incorrect voltage. Incorrect motor rotation. Capacitor defective. Incoming water containing air or causing air to enter pump. F. Drop in head and/or capacity after a period of use. Increased pipe friction, clogged line or check valve. Abrasive material and adverse chemicals could possibly deteriorate impeller and pump housing. Check line. Remove base and inspect. The use of sump pumps helps remove excess water and is an aid in flood prevention. LIMITED WARRANTY Zoeller Company warrants, to the purchaser and substances, is in lieu of all other warranties subsequent owner during the warranty period, expressed or implied; and we do not authorize every new Zoeller Company product to be free any representative or other person to assume for from defects in material and workmanship under us any other liability in connection with our normal use and service, when properly installed, products. used, and maintained, for a period of one year from date of installation or 18 months from date Contact Zoeller Company, 3280 Old Millers Lane, of manufacture, whichever comes first. Part(s) Louisville, Kentucky 40216, Attention: Customer that fail (within one year of installation or 18 Service Department to obtain any needed repair months from the date of manufacture, whichever or replacement of part(s) or additional comes first) that inspection determine to be information pertaining to our warranty. defective in material or workmanship, will be repaired, replaced, or remanufactured at Zoeller ZOELLER COMPANY EXPRESSLY DISCLAIMS Company's option provided, however, that by so LIABILITY FOR SPECIAL, CONSEQUENTIAL, doing we shall not be obligated to replace an OR INCIDENTAL DAMAGES OR BREACH OF entire assembly, the entire mechanism or the EXPRESSED OR IMPLIED WARRANTY; AND complete unit. No allowance will be made for ANY IMPLIED WARRANTY OF FITNESS FOR A shipping charges, damages, labor or other PARTICLUAR PURPOSE AND OF charges that may occur due to product failure, MERCHANTABILITY SHALL BE LIMITED TO repair or replacement. THE DURATION OF THE EXPRESSED WARRANTY. This warranty does not apply to any material which has been disassembled without prior Some states do not allow limitations on the approval of Zoeller Company, subjected to duration of an implied warranty, so the above misuse, misapplication, neglect, alteration, limitation may not apply to you. Some states do accident or act of God; that have not been not allow the exclusion or limitation of incidental installed, operated or maintained in accordance or consequential damages, so the above limitation with Zoeller Company installation instructions; or exclusion may not apply to you that has been exposed to but not limited to the following: sand, gravel, cement, mud, tar, hydro This warranty gives you specific legal rights, and carbons or hydro carbon derivatives (oil, gasoline, you may also have other rights which vary from solvents, etc.) or other abrasive or corrosive state to state. TD H HEAD CAPACITY CURVE cn Cr. W W W w 2 a 30-100 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE C EFFLUENT AND DEWATERING 95 SERIES 53-55-57-59 97 137-139 163 165 28 M vi LTRS LTRS LTRS ° LTRS VLTRS gp EFFLUENT AND DEWATERING 1.52 163 216 ° 394 231 3.05 129 193 79i 300 231 4.57 72 162 _64 242 227 26 85 SEWAGE AND DEWATERING 6.10 104 36 136 223 60 227 \ 7.62 8. 30 216 59' 223 80 \ 9.14 - - 206 58 220 24 12.19 I' 172 s5 206 75 \ 1524 125 19, -J I °tl 18.29 57 161 22 ` 21.34 i~ I 114 70 24.3853 65-, M DE \ MODEL Lock Valve: 19' 24.5' 26' 66' 87' 20 63 TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE \ \ SEWAGE AND DEWATERING 1 0 160 \ SERIES 267 268 282 264 293 -f-- \ - M si LTRS LTRS GAL LTRS LTRS LTRS \ 1.52 ® 'S 484 - 484 + 130 492 681 16 55 4.057 L w 337 33, 96 89 f}! 63 238 511 5p.. \ 6.10: 38 38 I 33 125 401 \ \ 7.62 - 288 14 \ \ 9.14 163 Fem.... m- 292 45 \ 10.67 $0' 227 \ ; s[ 12.19 46 174 \ 13.72 28 106 12--40 \ 2-_ \ ef., 15.24 „+o 72 45 - \ MO EL Lock Valve: 21.5 21.5 26' 351 s - 3 10 35 \ I j 30, \ 8 M DEL 25 6 -~-20 MO EL I 2114 4 X15 ` MO EL 10 2 M DE S 5 ODE 5 p 27,28 U.S. GALS0 140 150 160 170 180 190 , 11 to - T LITERS 80 160 240 320 400 480 560 640 720 FLOW PER MINUTE Note: For Head Capacity on Model 112, industrial column-explosion proof pump, see FM 219. 3280 Old Millers Lane Manufacturers of . ® Louisville, Kentucky 40216 O ZffzZ_Z1)_f O. Box 16347 (502) 778-2731 QUALITY PUMPS F1,W-E 1g 9 / f w l /~dl. J~-~t1 • ~ loo t''t5 CU , ' ~ ~_,..~,....~-~.c~:..,,_,_,.. { AS w • Re +t ~ k f > At 1 ° ~lf~,~`}~r Nay i p Fle 1,; ms's- $~'~be y0 t ,p off, I } IL e1 S Al d r