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0.3, Lg'. Zo . 6 O 14 oZ hipTEINER PLUMBING-ELECTRIC-HEATING INC. N8230 945th Street River Falls, WI 54022 715.425.5544 1 Fax 715.425.88181 steinerinc.net Septic Maintenance Checklist — Clarus Fusion Date: Location: �$2 Winterization and Spring Check .eEf Check that the Air Pump is Running y 3-".Check that the Air Pump is Blowing Air Check Air Pump for Excessive Noise f� .0 ,Clean Air Pump Filter q. Check for evidence of changing grass linked to drain field leakage C7 "Check for Excess Settling around Tanks and Drain Field `❑' Overall check of system e❑ Cover Tanks with Insulated Blanket Additional Items for Spring Check Only ❑ Clean Effluent Pump Filter • Check Operation of Effluent Pump • Back Flush Drip Line Filter • Check for leaks in drip line filter box Notes: G 5 Septic Maintenance Completed by: ( ./ Signature 24 HOUR DEPENDABLE, QUALITYSERVICE FEB-06-2014 11:34 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.3/3 Dom• 1153M So•a-�o SECTION:C310A90 ( CLARUS. 3649 Cane Run Road•Loulavillo,KY 40211-1961 CL0059 677-444.9340�Fax'. 877-4144316 0811 Www..cloru6onvlronmentaLcom 5uparoedes 1011 rWhyof Warorltolurrueg' New Fusionot) Series Treatment System MAINTENANCE AND SERVICE REPORT Data, ho k/3 _ Arrival TIM., Weather, Purpose o laltt ;(Rouene Inapectlon a Se vlca Cae n Odwr(Deaalpt{on) Water use: ----------9allcnS Model Number IT ZF-450 a ZF-600 ra ZF-800 a Other Serial Number: , 48'aptie tank present? a Yes n No System Owner Infof!m-t n Servlco Provider Info732tlan Nome'. �C ' FMr ^ Nam: .54-t—ft �` k.�h�r•t �t t c.dYv t SbedAddfoss. $treatAddraas. City. Phono; City' Phone $late: [mall: State. Call ZIP Coda: Number of bedrooms: ZIP Code Email County Number of residents• Technician Fox; General Observations Ochre present? a Yes �(No DescdPllow Insects prosanl? a you VNo Evidence of high water? u Yea if No Excess foam formation? a Yea if No Rosldue bulid-up on plping? a Yas qr No Evan and vigorous bubhOng? I(Yes n No Required Wator Quality Analyses Gadlmentat{en Chamber Clean Water Storage Chombar Anaerobic Chamber Ply Nitrite(NO,°N) ^r%/L Transparency C&Wja cm Transparency _an Scrim(trarieW If present) in, Scrim In. Bcum U in. Sludge In, Sludga in, Sludge m Sludge dot:uipflon(check all that apply): Sludga dacalpflon(check all Dial aPl 6 Sludge deaedpllon(check all that apply) ri Black n Brown o Clear n Flooced o Grainy a Black ra Brown o Clear n Flocced n Grainy o Black o prawn n Clear n Floccod p Grainy a Gray w7 Milky fa Muddy n Mustard ra Whlto a Gray v luNlky n Muddy [7 MlltifAld a While u Gray a Milky n Muddy a Mustard ❑ Ntrite Optional Water Quality Analyser Sedimentation Chamber Clean Water Storage Chamber Anaerobic Chamber PH . PH 'Nitrite(NO,. N) _MA Nluile(NO,--N) mg/l, Nltrata(NO,--N) m01L Nitrate(NO-N) mg/l. Nltrato(Np,.N) mg1 mg/l_ Amnionla(NHO) mg/L Ammonia(NH,-N) mg/L Ammonia(NH;N) Transparency 01csdJod Oxygen(0.011 �,, ^rr rk' OiisolvodOxygen(0.0.( mgll Alasolved Oxygen(D,O.j� —mgJL Tomperalura "C Temperature 'C Temperature - 'C Cleaning Aerobic Chamber Anaerobic Chamber Recirculation system Piping Gas release or bubbles on water surface? tx Yes a No Aeration time flushed with air(blue valve)? 0 Yen n No Manually baekwaahed? sC Yes n No Recirculation pipe flushod with water(gray valve)? cc Yes n No Is pumping recommended? to Yes a No Backwash Syslom Piping Sedimentation Chamber Aeration 9nas flushed with air(red vale)? t(Yos u No Scum broken down? it Yes a No sludge•rotam-linailushs4'wtt0moter(graywelve)? *-Yes n.Na 1apumplrig rot:ammanded? a Yes K No alowor Control Panel Blower filter Cleaned a Replaced Visual indicator operational? Yea n No r{ Diaphragms repleeed7 a Yes R No Audible indicator operational? Ar Yne n No Is the blower functioning prgPOW K Yea... .n No is the.conlrrd panel.III.tngooning properly? Gr Yes n No Final'Sattinge Aerobic Chamber Battings Slower Settings Adjusted reelrrallellon valve position Jiv 76 Cloak sat? a Yes *No Adjusted redreuletlon flow rate _ .M godL Backwash time of day Adjusted backwash value position % Backwash frequency per day 1 a Y Adjusted backwash flow rate serJL Backwash durallon e,5 min a 10 min Ti)e Fusiorp Series Treatment Systems represent a Coliaboration with Fuji Clean Co,, Ltd. ®Copyright 2011.All rights roserved. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No. 538756 0 (ATTACH TO PERMIT) State Plan ID No: GENERAL INFORMATION / ( Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). parcel Tax No: Permit Holder's Name: City Village X Township - ,Town of 040- 1153 -40 -000 Hoffman, Scott & Julie Section/Town /Range /Map No. CST BM Re v Insp. BM Elev: 1M Description: 23,28.20.601 602 TANK INFORMATION ELEVATION DATA nrPE � vANUFACT1JftER CAPACIT STA ION 20N BS HI FS � ,L , - Benchmar / 707 Septi ��� 7 Gig( Dosing Alt ©� _ f Srr ��� Aeration Bldg. p7... / Ci v Irk 7b 6� ZZi Holding St/ t Inlet 7a6 0 / St/Ht Outlet m r! TANK SETBACK INFORMATION ! / TANK TO P/L BLD Vent to Air Intake ROAD Dt Inlet Septic / 0 ' > / 5 Dt Bottom 3 , I • sV T 5 • S y 7 gy - 7o VJ Header/Man Dosing I �� (� der /Man ` 7� r� 2 p i- _ _" � V t — / Aeration r Dist. Pipe i Holding Bo - Sotem _ Final et, 5 ''LL '� N PUMP /SI HON INFORMATION >ti ' a 7 gs rer Demand St Cover GPM U Model Number I 'i � 2 ;q TDH A riction Loss System He d T Ft '1 .See, Force in L th Dia. Dist. to Well r SOIL ABSORPTION SYSTEM BED/TRENCH Width � � Length � No. Of Tren hes PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS �9 SETBACK SYSTEM TO / P/L BLDG WELL E/STREAM L CHING Manufacturer: CHA ER R INFORMATION T e Of S stem: f At;b f y r U Model Number. DISTRIBUTION SYSTEM'S v� He x Hole Size er anifol .S� Distribution � x ole Spacing Vent to it Intake r Pipe(s) �^ G'�` ngth�_ Dia Length_ Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grad . my Z� Inection #2: xx Mulched Depth Over Depth Over �, xx Depth of xx Seeded /S ded Bed/Trench Center Bed/Trench Edges 1p Topsoil `J Yes LJ No es No 2 � s °2 " / �� COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / P (( Location: 182 Catfish Bar River Falls, WI 54022 (Gov't Lot 1 23 T28� St. Croixacl� Lo 6 1 Parcel No: 23. 8.20.60 a� I 1.) Alt BM Description Il 2.) Bldg sewer length - amount of cover= � Plan revision Required? Fft� Yes VNo 5 - 1 3 < I - Use other side for additional information. Date Insepctor s Si nature Ce t No SBD -6710 (R.3/97) Jatety and fiuildrngs Divisio ounty 6t C r t /. commerce.wi.gov 201 W. Washington Ave., P.O. Box 7162 Sanitary Perrrrt Number (to be filled m by Co.) Madison, 53 7162 J � ( J J 't isconsin 1�- `_ State Transaction Number Department of Commerce — / _/ ll 3 Sanitary Permit Application g mental ro bate o to -owned POWTS are project Address (if different than mailing address In accordance with s. Comm. 83.21(2), Wrs Adm. Code, submission is this for the app p y ou vide ed for secondary 1 unit is rdgtor'thepUeparto Department Comn eree. Pesonal information nc f ns to J sub1 itte Slats. �7, ur oses in accordance with the Pnvac Law, s. 15.04(l)(rn), Parcel #� �3- � 'QU I L A lication Information - Please Print All Info A � pro try Owner's Name u � I Property LocatioprX/v���s3' C o 4 �, NN/ Govt. Lot Property Owner's Mailing Address ��ZO E, 3 2 2 0 7 M a A ;ee C i rcle - section 2 3 Zip Code Phone Fp / �, (circle one) ) City, State Q rj y5! ! 5 T N> R20, M 0. IG 00d • ' Lot # Subdivision Name 11. Type of Building (check all that apply) 1-7 0 � gear Number of Bedrooms 5 r' 7 I ®1 or 2 Family Dwelling - Block # City of ❑ Public /Connnercial - Describe Use Village of CSM Number Town of T ROD/ State Owned - Describe Use Wd lete line B if applicable) Ill. Type of Permit: (Check only one box on line A� Comp Replacement Only Other Modification to Existing System (explain) A. � N e w s ystem � Replacement List Previous Permit Number a D System ate Issue Change of ❑ p Transfer to B. Permit ❑Pennit Revision Plumber New Owner Renewal Before Expiration Mound < 24 in. of suitable soil At - Grade ❑ Mound ? 24 in. of suitable soil ❑ IV. T �e of POWTS S stem/Cot' onent /Device: (Check all that a Y Non- Pressurized In- Ground �a P etreat ent De Pressurized In Ground [] 1 in W ice Je Other Di � jn one t�exP �i� /h ❑ Holding Tank ❑ i l (�(J Info ,ma too Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation V. Dis ersal /Treatment Area Design Flow (gpd) Design Soil App f / , Z (0 Manufacturer z 0• ` Capacity in Total # of a s v u N Gallons Units Z V1. Tank Info w w m Gallons ce o ~ a- a N Ln to ❑ New Tanks Existing Tanks ❑ ❑ ❑ y/ CJ►`1 ❑ � � � �I Septic or H ank 06D Dosing Chamber J ©� Numbe Mp/h�5 Number Business Phone � 7 or installation of the POWTS shown on the attache pans. t- 1, the undersigned, su a responsibility 2Z yS � 441 VII. Responsibility Statemen �Z S Pi e' Si tuyet 7 P ber s Name (Print) ' % �s (Street, C Code) Plumber"; re LOT 5q"Z- 's . ss City' State, Zip 'vG� Y N a3o 9y5% 5-t. 'R I urng Age Sign e VI . Count , /De artment Use Only Pell it Fee Date Issued \ Approved _ Disapproved (Jb �- Owner Given Reason for Denial S �; a i I _ G Gam-- LYr� f - isa roval (j`Z4l YI�L IX „�, 1 � A pr oal /ReasorrsfarD pP ” �T;TEM OIPVNE 9 Septic tank, effluent filter and dispersal cell must all be serviced/ maintained s er mana ement la than 8 ll2 x t 2, All setback requirementsll be m n a for h ed em an snb it to the C n on , o aP r f IL '� t � z SBD -6398 (R. 01/07) Valid thru 01 /10 Safety and Buildings PO BOX 7162 MADISON WI 53707 -7162 commerce- wl.gov Contact Through Relay www.commerce.wi.gov /sb ■ www.wisconsin.gov isconsin Department of Commerce Scott Walker, Governor Paul F. Jadin, Secretary April 15, 2011 ATTN: poVVTS Inspector CUST ID No. 225451 ZONING OFFICE PAUL C J STEINER ST CROIX COUNTY SPIA STEINER PLUMBING &HEATING 1101 CARMICHAEL RD N8230 945TH ST HUDSON WI 54016 RIVER FALLS WI 54022 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 04/15/2013 Transaction ID No. 1911316 SITE: Site ID No. 764662 Scott Hoffman - Dwelling Please refer to both identification numbers, Lake St Croix above, in all corres ondence with the a enc . Town of Troy, 54022 St Croix County S23, T28N, R20E Lot: 15, 16, 17, Subdivision: St Croix Beach FOR: Description: Drip -Line / ATU Object Type: POWTS Component Manual Regulated Object ID No.: 1302250 oil m t Manual SBD- 10657 -P (N.6/99); Aerobic Treatment Unit, ystem; 450 GPD Flow rate; 49 in Soil minimum depth to limiting factor from Maintenance required; Replacement s original grade; System(s): Dri -Line Dispersal Comp Effluent Filter The submittal descri ed above has been reviewed for conformance with applicable Wisconsin Administrative Codes d with the component manual referenced above. The and Wisconsin Statut s. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accord Ice with the enclosed approved plans compliance with all code owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for requirements. k at plumbing in the No person may engag state unless licensed to do so by the Department per s.145.06, e in or work p stats. Ot 1 y The following conditions shall be met during construction or installation and prior to occupancy or use: ✓,- ,! =r 1. This system is to be located and installed inC ved lans grant exc ption o these rud s. Wisconsin Administrative Code, except where the app P lication for a sanitary permit lumber- ntal 2. Comm 83.21(2)(c)4. The app estric ed who s l to be responsible for accompanied with documentation that the master plumber or master peted a roved training or has documentation the installation or modification of the POWTS has he installation of the POWTS, if the application for the that approved training will be provided during ecified in s. Comm 83.04(1). sanitary permit involves one or more of the technologies or methods sp Comm 83.52(1)(a). Responsibilities. The owner of a a 0 ordance lwth this P chapter and the approved e 3. operation and mainrie 354 ls.occurs >< managem plan under s 8 plan or 4. Comm 83.52(2). A POWTS that s not maintained in accordance with the approved management as required under s. Comm 83.54(4) shall be considered a human health hazard. PAUL C J STEINER Page 2 4/15/2011 5. Comm 83.52(3). The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. 6. The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. 7. The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildi A state 10112(2), nothing in ahis review uire changes or adions conditions arise making them necessary for co de compliance. shall relieve the designer of the responsibility for designing a safe building, structure, or component., Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. FBalancee 250.00 Sinc a 250.00 0.00 s' �J et r gel WiSMAR T code: 7633 Private Sewage Plan Re�iwer , Integrated Services (608)266 -2889 , M - F,�600 - 1430 Hrs pete.pagel@wisconsin.gov -f coos _ cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 828 -5902, Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, uilding code, chs. Comm 60 to 66, the uniform material or device that is regulated under the commercial b dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public ng s poor maaterialsteo a ttractions he manufacture of a building product d not ct noton the building the d ng delivery of building supply site. For further information, go to our website: www co mmerce wi Gov/ SB/ SB- BuildinContrac + ^rProram.html Scott Hoffman 2207 McAfee Cr. Maplewood, MN 55109 Site location: Lots 16,17 and East 15' of lot 15, St. Croix Beach Town of Troy, St Croix County, WI TABLE OF CONTENTS Index and Title page Page 1 Data Worksheets Page 2 & 3 System Cross Section Page 4 System Installation Page 5, 6, 7, & 8 System Maintenance Page 9 & 10 System Management Page 11 & 12 Pump Tank Cross Section Page 13 Pump Specs Page 14 Pump Curve Page 15 Filter Specs Page 16 & 17 ATU Fusion Zoeller ZF450 Page 18 Plot Plan Page 19 Master Plumber: Paul C. J. Steiner, #225451 a 22 2011 F rLt Iy o ET N fl � E �� LOM Steiner Plumbing and Electric Inc. ,ESPO N8230 945 Street ND 1 E River Falls, WI 54022 } 7 3 1 Fiel , t E Job Description: Scott Jxbe Ho as s Contact: } i Prepared Date: 19 A II s' I i Please fill m thg shaded areas and drop down menus E This spreadshoot serves as a guide and is hot a complete hydraulic design } '..:t; a x mn i . �. n '! x ' 'i'Y'�'�' � YA Vl�orks�i�e 1- .:Field Flow S�s Y}. 5: 1 a. v xH. 3lb£ 2 >aa. E a4 a i Total field 1 Total Quantity of effluent to be disposed per day M154 gallons / day Hydraulic loading rate 0.8 gallons / s .ft. ! day1 Minimum Dispersal Field Area 563 square ft. Total Dispersal Field Area 625 ` s quareft. Flow per zone Number of Zones 1 zon s i Dispersal area per zone 625 square ft Choose line spacing between WASTEFLOW lines 2 ft. Choose emitter spacing between WASTEFLOW emitters "= 2 ft. 1 Total linear ft. per zone (minimum required) 195 ft. per zone pp Total number of emitters per zone 98 emitters per zone t Select Wasteflow dripline (16mm) Wastefltiw PC 1/lgph dripline f Pressure at the beginning of the dri field ` ; 2 i Feet of Head at the beginning of the dripfield 46. Whajj&tho flow rate per emitter in gph? 53 h i ose flow zone 0.86 m S No . evr States or Counties require additional flow for flushing. Please chec your local regulations. s, Flush velocity calculation below is for PC dripline. Classic dripline requires less flow to flush than PC. i i Please refer to Geofloiv s spreadsheet "Design Flow and Flush Curves" at wvnv.geoflow.com or call 800.821 ; If required, choose flush velocity 0.5 How many lines of WASTEFLOW per zone? l4 lines Fill in the actual length of longest dripline lateral t i Flush flow required at the end of each dripline 0.37 gpm Total Flow re used to achieve flushing veloci 1.48 ' i Total Flow per zone- worst case scenario 2.34 gpm Select Filters and zone valves Select Filter T :: BioDisc Filter Recommended Filter (item no.) BioDisc -150 1.5" Disc Filter 0 -30gpm i Select Zone Valve Electric Solenoid - Recommended Zone Valve item no. 01 0 Dosing Number of doses per day / zone: '12 doses Timer ON. Pump MUWge per dose/zone: 43.32 mins:secs X O-X6 Timer OFF. Pump off time between doses 1:16 hrs:mins Per Zone - Pump run time per day/zone: 8 :42 hrs:mins 12 doses /day All Zones - Number of doses per day / all zones i ! Geollow, Inc. Wasteflow Design Spreadsheet V.2003H 4115/2011 (jOGEO Job Description: Scott &Julie Hoffman Contact: 0 Prepared by: Paul Steiner Date: 2/7/2011 Pressure losses may be grossly overstated, particularly if designing with WASTEFLOW Classic The letters on the diagram(right) match the letters in section 2 below. Worksheet Pump Sizin Section 1 - Summary from Worksheet 1 Flow required to dose field 0.86 gpin Flow required to flush field L.42 Flow required to dose & flush field 2.34 Filter AP4E-35F No. of Zones 1 zones Zone valve Dri line Wasteflow PC - 1/2gph Dri line longest lateral 48.75 ft. Section 2 Ft of icad Pressure A. Flush line - Losses through return line Size of flush line in inches .5 inch Length of return line 200 ft. Eq uivalent length of fittings 5 ft. Elevation change. (if downhill enter 0) 0 ft. Pressure loss in 100 ft of pipe 6.73 ft. 2.91 si Total pressure loss om end o dri line to return tank 3.8 5.97 psi B. Dripline - Losses through Wasteflow dripline Length of longest dripline lateral 49 ft. Minimum dosing pressure required at end of dripline 10.00 psi Loss through dripline during flushing 1.13 ft. 0.49 psi Total minimum required dripline pressure 24.23 0.49 psi A +B. Minimum Pressure required at beginning of dripfield ak CALCULATED pressure required at beginning of dripfield 1 38.03 &1 1 16.46 p SPECIFIED pressure at beginning of dripfield (from worksht 1) 46.2 ft 1 20.00 p Great! SPECIFIED Pressure is greater than CALCULATED Pressure requirement. Go to next ste C. Drip components - Losses through headworks Filter 1.7 ft. 0.75 psi Zone valve pressure loss (not in diagram) - ft. si Flow meter pressure loss not in diagram) ft psi Other pressure losses ft. psi Total loss through drip components 1.73 ft. 0.75 psi D. Supply line - Minimum Pressure head required to get from pump tank to top of dripfield Size of supply line in inches .5 inch Length of supply line 0 ft. wvalent length of fittings 5 ft. I� Height from lining to tank outlet S ft. / j Elevation chars e. (if downhill enter 0 ft• V% CJ (� J t Pressure loss/ in 100 ft. o pipe 15. ft. 6.81 psi jpr Total gain or loss om pump to teld 5.8 ft 2.51 psi TotelAynamic head a 2 j C53.7 ED 23.26 p Pump capacity * 2.3 gpm � � Pump Model Number I, I �, � ~r�`/r'_ Voltz l HP / phase Note: Pump capacity flow assumes flow in dripline does not change during a dose cycle. With Wasteflov For more accurate flows please see Geoflow s Flushing worksheet. If you need assistance designing for this additional flow, please a. See Geoflow flushing worksheet or In. Contact Geoflow at 800- 828 -3388. Geollow, Inc. Pump Selection Worksheet, V.2003H 2/7/2011 -3 SYSTEM INSTALLATION 1. INSTALLATION GUIDELINES All Geoflow drip systems require: - Filtration with 120 mesh/ 130 micron - Filter flush valve - Field flush valve - 2 Air vents in each zone - All Wasteflow Classic drip systems require pressure regulation Handle your dripline and components with care. nano ROOTGUARD is temperature sensitive. To assure a long life, store the dripline out of direct sunlight in a cool place. a) All dripfield construction shall be done in accordance with Local rules and regulations. b) Protect the site prior to installation. Construction traffic and material stockpiling can change the soil profile. Fence off entire dripfield prior to any construction. No utilities, cable wire, drain tile, etc shall be located in dripfield. c) System is not to be installed when ground is wet or frozen. When the moisture in the soil is near the plastic limit (soils will ribbon and not easily crumble), it will be prone to smearing. d) Prior to construction note if any water is accessing the location of the dripfield. Dripfield should not be located at the low point of a site. Divert all downspouts and surface waters away from dripfield. If a curtain drain is to be used be sure it is serviceable and properly screened. e) Excavation, filling and grading should have been finished prior to installation of the subsurface drip system. Be sure to minimiz soil disturbance when clearing and grubbing the dripfield. Preserve as many trees as possible. Use light track equipment for tree removal and grind out roots to below dripline depth rather than fully removing the entire root. f) Be sure you have everything required for the installation before opening trenches. Pre - assemble as many sets of components as practical above ground and in a comfortable place. Compression or Lockslip adapters should be glued to PVC tees, riser units should be pre - assembled, and the sub -main manifold with tees can be pre - assembled and used to mark the beginning and end of WASTEFLOW lines. Loop dripline around trees g) For particularly tough soil conditions, soil moisture the day before opening trenches or installing WASTEFLOW. Remember it is much easier to install the system in moist soil. The soil should be moist but still allow the proper operation of the installation equipment and not cause smearing in the trenches. The soil surface should be dry so that the installation equipment maintains traction. h) Mark the four corners of the field. The top two corners should be at the same elevation and the bottom two corners should be at a lower elevation. In freezing conditions the bottom dripline must be higher than the supply and return line elevation at the dosing tank. - i) Install the dosing tank. It is critical that the tank is waterproof. If installing a riser, check that it is watertight, and the entry and exit ports are completely sealed. In freezing conditions the dosing tank should be at the lowest elevation of the entire system. Lid should be placed at grade and water should be able to shed over it. �2'C,f"1.�.• -1 jf� v) Install air vacuum breakers at the highest points in the dispersal field. Use pipe dope or Teflon tape and hand tighten. Use a 6" minim depth of 1" gravel below the boxes to keep rodents out. Insulate in freezing climates. w) Install a ball or solenoid field flush valve on the return line to the pretreatment or pump tank unless a pre - assembled Wasteflow Headworks is being used. If a Headworks was installed on the supply line, connect the return line back through the Headworks box. Support the return pipe before it enters the Headworks with gravel. If using electric solenoid valves, connect the valve common and an individual output wire to the solenoid leads using watertight electrical connectors.. x) Allow glue fittings 1— 2 hours to set. Open the field flush valve and turn on the pump to flush lines then close the valve and check the field and all piping and connections for leaks. Turn off the system y) Check filters and valves for construction debris. z) Turn on the pump and check: i. Pressure at the air vacuum breaker(s) against design pressure. Check the pressure in the WAsTEFLow HFnnwom . It should be five PSI or higher. If pressure gauges are on each side of the filter, noter these for benchmark differential pressure across the filter. If using a manual valve for field flushing, crack it open until at least on PSI is lost or design pressure is reached and leave in that position. ii. Flow rates from flow meter or draw down on tank. Compare to design flow. iii. Wet spots in the field. If any sections are particularly wet, determine if they are caused by faulty — - -- ---- -eoree -- -- - - - - - -- -- iv. Check that solenoid valves are functioning Close the internal manual bleed after flushing the system. If solenoid will not close, first clean the solenoid with caution not to lose small spring, and if this fails, open the bonnet and clean the inside. aa) Establish vegetation cover as specified. bb) Provide owner with final as -built diagrams flow measurements and pressure readings at startup. cc) Provide controller records at startup, including elapsed time meter, pump counts, secondary override counts, highwater counts and primary float counts. dd) Solenoid Valve Installation and Operation i. Wrap male adapters with 2 wraps of Teflon tape and thread the adapters into the valve inlet and outlet 1 turn past hand tight. CAUTION: over tightening may cause damage to the valve. The solenoid is located on the downstream side of the valve. ii. Flush the laterals by opening the internal manual bleed lever on the downstream side of the solenoid. Turn the flow control stem fully open (counterclockwise) for flow control models. iii. Check that solenoid valves are functioning. SYSTEM MAINTENANCE The best way to assure years of trouble free life from your system is to continuously monitor the system and to perform regular maintenance functions. For large systems or systems with a BOD > 30 mg /l automation of maintenance is essential. For smaller systems with a BOD < 30 mg /l inspection and maintenance should be performed every six months. ROUTINE AND PREVENTATIVE MAINTENANCE 1) Clean the filter cartridge. This may be done with a pressure hose. The screen filter. cartridge should be cleaned from the outside inwards, while the discs in the disc filter cartridge should be separated and then cleaned. If bacteria buildup is a problem, we advise first trying lye, and if the problem persists, soak the filter cartridge in a chlorine bath - a mixture of 50% bleach and 50% water. 2) Open the field flush valve and flush the field for 3 -5 minutes by activating the pump in "manual' position. Close the flush valve. On automatic solenoid valves the manual bleed lever should always be in the closed position and the dial on top should be free spinning This allows it to open when pulsed electrically. Clockwise rotation closes valve. 3) With the pump in the "manual" position, check the pressure in the drip field by using a pressure gauge on the schrader valve located on the air vents and by reading the pressure gauge located in the Wasteflow Headworks box. The pressure should be the same as shown on the initial installation records. On systems with manual flush valves, close the field flush valve completely and then open the valve slightly until there is a 1 -2 psi drop or design pressure is reached. This will allow the field to drain after each dose to prevent the manifold lines from freezing. 4) Remove the lids on the vacuum breaker and check for proper operation. If water is seen leaking from the top of the vacuum breaker, remove the cap of the vacuum breaker and press down on the ball to allow any debris to be flushed out. Be careful not to come in contact with the effluent. 5) Turn off the pump and reset the controller for auto mode. 6) Periodically remove and clean the air vents, .field flush and filter flush valves. 7) Visually check and report the condition of the drip field, including any noticeable wetness. 8) Treatment and distribution tanks are to be inspected routinely and maintained when necessary in accordance with their approvals. 9) Record the elapsed time meter, pump counter, override counter, high-level alarm and power failures. This information can be obtained from the controller. POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page AL of ___.L FILE INFORMATION SYSTEM SPECIFICATIONS Owner Eapacity nk Capacity IDDO a l ❑ NA Permit # k Manufacturer ZQe I eIr ❑ NA DESIGN PARAMETERS ilter Manufacturer ❑ NA / - tee Number of Bedrooms ❑ NA lter Model S �F -1 t /� 02 ❑ NA Number of Public Facility Units J3 -t47C k Capacity 00 a l ❑ NA Estimated flow (average) Manufacturer gal /day Alp r W PS co ❑ NA Design flow (peak), (Estimated x 1.5) Y b gal /day ufacturer Z e " ee- ❑ NA Soil Application Rate Pump Model o d, cal/day/ft' p �' j�� ❑ NA and Influent /Effluent Quality Monthly average" Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxyg mand (BOD 5220 mg /L ❑ NA 0 Mechanical Aeration ❑ Wetland Total Suspended Soli s S) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) S30 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) 510 cfu /100ml & Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA * Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month (s) (Maximum 3 ears) ❑ NA 91 earls! Y Pump out contents of tank(s) When combined sludge and scum equals one -third %) of tank volume ❑ NA Inspect dispersal cells) At least once every: ¢ ❑ months) (Maximum 3 years) 13 NA .L X year(s) Clean effluent filter At least once every: ❑ month(s) 13 NA IN years) Inspect pump, pump controls & alarm At least once every: B month(s) ❑ NA � year(s) Flush laterals and pressure test At least once every: ❑ month(s) ❑ NA Other: 0 year(s) At least once every ❑ year(s) : ❑ month(s) Other: ❑ NA ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cells) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third %) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but o fiw e# effluent filters, mechanical dr d components, pretreatment units, and any servicing at intery no of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority wrt in any service event. GMW (4/01) Vent Ac— J. Boy rN �E 60_ A L ;5 PH f 9ICA R �orrt --3 T C D u w. e C- e : . A LL PIPES 17N ,, 6UT_ 0 f T A NK HAUL fAG FO1� ... _ . S �A .. l S SP1?CTFICATI ON TANK PUMP rJanufac curer : e3[n Manufacturer: z�dle►� Tank Material:_ ®lv Hod al Number: Tank Size: SDO Cnllons Switch' Type /C /eat Total Dynamic :lead: d3 Ft.. CAPACITIES Purn1) Diacharga Rata: !2.,3 ( '� aYS �itLQ- -(�IK Total Daily Effluent: Gallons A - a2- or 3 /Q Callo-ns Numher of D oses: Day or Callons Dose Volume: .�: Ca llons 6>> Notes: 1 . Sec Gallons or �` pump cury for D or Cnllons additional performance information. G<f C, 2. Pump and alarm are to be installed on ucparac-! circuit ALARM nr� Inc r ILIIR 16.19 NAC . )inntjf ncturcr: Lick` Ale..t � y/2 �2ZIJ Hodel Number: Switch TyJ'c. TOTAL DYNAMIC HEAD /FLOW PUMP PERFORMANCE CURVE PER MINUTE , MODEL 140/41401145/4145 76 EFFLUENTAND DEWATERING 3718 65116 ° MODEL 140/4140 1491 4 9 66 Feet Meters Gal, al. Lifers 6 5 1.5 86 326 61 232 ° 0 929/32 so 10 3.0 80 303 60 228 + 1s 15 4.6 73 276 56 213 0 so 20 6.1 66 250 53 201 ° 14 25 7.6 5 223 49 186 1112 -11112 NPT 4s 30 9.1 9 185 45 171 m 40 122 28 106 35 133 2 t2 50 15.2 26 99 z o' 60 1 18.3 — 16 61 o t0 Shut -off Head: 50 ft. (15.2m) 74 ft.(216m " 26 � 6 2s 1213132 1s 150090 1 :# 4 10 4 5132 2_ K1 524A s 1av 14a 10 20 30 00 50 60 70 6° so GALLONS urme 0 B° 160 300 311 FLOW PER 66NUTE 37/8 18 05116 — CONSULT FACTORY FOR SPECIAL APPLICATIONS 4 � • Electrical alternators, for duplex systems, are available and supplied with an alarm. I • Mechanical alternators, for duplex systems, are available with or without alarms. • Control alarm systems are available for 1 phase pumps used in simplex system. See FM0732. + • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. 1112.11112 NPr • Sealed Qwik -Box available for outdoor installations. See FM1420. • Refer to FMO806 for applications above 130 *F (54 °C). 140/4140 & 14514145 MODELS Control Selection Model Model Volts - Ph Mode Amps Simplex Duplex N140 N4140 115 1 Non 12.0 1 or 2 3 E140 E4140 230 1 Non 6.0 1 or 2 3 161!6 BN140 BN4140 115 1 Auto 12.0 — BE140 BE4140 230 11 Auto 6.0 * — M 5132 N145 N4145 115 1 Non 13.0 1 or 2 3 —L SK1624e BN145 BN4145 115 1 Auto 13.0 * — *Single piggyback switch included. SELECTION GUIDE 1. For automatic use single piggyback variable level float switch or double OPTIONAL PUMP STAND PIN 10.2421 piggyback variable level float switch. Refer • Reduces potential dogging by debris. to FM0477. • Replaces rocks or bricks under the pump. 2. See FM 1228 for correct model of simplex • Made of durable, noncorrosive ABS. "E Raises "Easy assembly" control panel. • um 2" off bottom of basin. (p emv discharge pi pe P P not included.) 3. See FM0712 for correct model of duplex • Provides the ability to raise intake by adding control panel. sections of 1 W or 2" PVC piping. a caurloN • Attaches securely to pump. • Accommodates sump, dewatering and AB installation o fcontrols, protection devices andwiringshould be done by a qualified licensed electrician. All electrical and effluent applicatiOnS: safety codes should be followed including the most recent NOTE: Make sure float is free from obstruction. National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. © Copyright 2010 Zoeller Co. All rights reserved. r IP u Description Specification The BioDisccll filters are placed between the pump and The BioDisc filter body and discs shall be molded of dripfield to trap debris from entering the drip system polyethylene resins. The disc shall include GeoshielM anti - bacterial compound to protect the filter element Features against slime build -up. Filtration shall be 120 mesh /130 Geoflow's disc filters are protected with anti bacteria. micron. The two piece body shall be capable of being Designed for applications with high organics, the serviced by untwisting and shall include an O -ring seal. Geo,rhieMS is molded into each disc to discourage The seals shall be manufactured from Nitdlo rubber. unwanted growth on the filter element. A single filter The inlet and outlet shall be inch MPT. The OF can be placed in line, and requires manual cleaning disc filter shall be part number BioDisc as supplied by Geoflow, Inc. Inlet/ Max Max Max M Filtration m Part No.� Outlet Flow Pressure Tem F Weight Temp Surface diameter Rate er Filter PSI Length Area lbs. - - -- -- - -. _ _. _ _ -- per _ _ _._. — ____..__ __. _ _ BioDisc -1.5F I 1 5„ 30 gpm ___ -. -- - _ —_ -._ . _145psi ( 140 12" 72.7 sq. in. es 3.3. y j M - - - - -- _ - _ -._, _ _. � _._ 335ft -_ -_ _ _ _ —_ i 3 micron 1 BioDisc- ZF i �� _. , .� -- --- ____._ -._ 2 60 gpm 145 psi 140 20" 156.9 sq. in. 120 mesh 13.2 335 ft. � 130 micron 8.0" 11.5" 1.5 " Disc Filter 12" 2 ° °Disc Filter 20" Pressure Loss 1.5" Disc Filter Pressure Loss 2" Disc F11ter 8 a a 2 p`O 6 t' A 4 1 A oa 0 �a 2 5 10 15 20 25 30 35 40 45 50 60 0 _ Flow Ilan in gpm 10 20 30 40 50 60 70 80 90 100 ■ BioDisc is a trademark of A.I.Innovations. Flow Rate in gpm ■ Geoshield® is a registered trademark of A.I.Innovation& 1 7 l / lo oe s f,' I II I II / oe y ,4 'I L / ._ / �.. ��y M . �j I II a _ n A 0A Ic x \ �;c O VA Vzo ,. m i 1 t e m ISO ! s. Safety and Buildings commerce.wi.gov PO BOX 7162 MADISON WI 53707 -7162 i sco n s i n (_EIVED Contact Through Relay www.commerce.wi. gov /sb/ Department Of Commerce www.wisconsin.gov °��� u 0n 01 l Scott Walker, Governor Paul F. Jadln, Secretary ST CROIX COUNTY March 30, 2011 'LANNING & ZONING OFFICE CUST ID No. 225451 PAUL C J STEINER Fee Received $ 250.00 STEINER PLUMBING & HEATING N8230 945TH ST WiSMART code: 7633 RIVER FALLS WI 54022 REQUEST FOR ADDITIONAL INFORMATION SITE: Scott Hoffman - Dwelling dentification Numbers g rPlease ction ID No. 1911316 Lake St Croix No. 764662 Town of Troy, 54022 refer to both identification numbers, above, St Croix County n all corres ondenc e with the a enc . S23, T28N, R20E Lot: 15, 16, 17, Subdivision: St Croix Beach FOR: Description: Drip -Line / ATU Object Type: POWTS Component Manual Regulated Object ID No.: 1302250 Maintenance required; Replacement system; 450 GPD Flow rate; 49 in Soil minimum depth to limiting factor from original grade; System(s): Drip -Line Dispersal Component Manual SBD- 10657 -P (N.6/99); Aerobic Treatment Unit, Effluent Filter The submittal described above has been placed on HOLD and the review and approval is pending subject to receipt of the ADDITIONAL INFORMATION and /or revised plans requested by this letter. Upon receipt of the additional information and/or revised plans, the plans will be reviewed for compliance to applicable Wisconsin Administrative Codes and Wisconsin Statutes. The following must be corrected/revised and accompany the re- submittal: 1. RESCIND APPROVAL LETTER — The approval letter issued earlier today is h ere b y Please refer to the issue mentioned below. I apologize for any inconvenience this acon may have caused, 2. REVISED SOIL EVALUATION REPO T — The Eff #2 categ ry for each of the soil horizons shown on the soil test report is incorrect. As own in Table 83.44 -1 f Chapter Comm 83., Wis. Adm. Code., the required loading rate is act ally 0.8gpd /ft accordingly. . All p tions of this report shall be revised 3. DISPERSAL AREA — According to T le 5 of the approved rip -line component manual the required soil load rate for this syste shall be 0.8gpd/ft Thi means that a minimum of 562.5 required. The submitted design has my 390ft with a load ft is at of 1.1538gpd /ft Therefore, all portions of the design must be chang accordingly. Unless otherwise noted, please return THREE (3) sets of the additional information that has been requested as specified in s. Comm 83.22(2)(a)1., Wis. Adm. Code. Revised plans must be signed as specified in s. Comm 83.22(2)(c)., Wisconsin Administrative Code. Each copy of the plans must have an original signature. PAUL C J STEWER Page 2 3/30/2011 Send your resubmittal to the address listed above, unless otherwise noted, and the department will review the resubmittal within 5 working days of receipt date. A copy of this letter is to accompany the resubmittal. If the above requested information and /or plans are not received within 30 days of the date of this correspondence, this submittal will be returned denied. No fees will be refunded, and a new fee, application form, and submittal of plans /specifications will be required should you desire to continue with this project. The code in effect at the tim e of new submit al would apply. Since Peter E Pagel CA Private Sewage Plan R i wer, , Integrated Services ( -2889 , M - F, \ 600 - 1430 Hrs p cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 82 8-5902, Monday, 7:00 A.M. To 3:30 P.M. Zoning Office St Croix County SPIA Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Page of Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and 1. (; Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please Print ali information. Personal information you provide may be used for secondary (Privacy Re Property y Priv Law, s. 15.04 (1) (m)j. Date ry purposes ( Property Owner K�OfF J bnaTrl,(� Property Location Property Owner's Mailing Address ���� S Govt. Lot 616107 JI�C 1/4 1/4 Sa Taff N R fee iC r Lot # Block # Subd. Name or CSM# L oZ O E (o W 'City _ r State Zip Code Phone Number $eG� 101 -5 ❑City ❑ Village Town Jul og (G5I) I rq -?,737 Nearest Road �' o t �lv'P..✓ ❑ New Construction Use: ❑ Residential / Number of bedrooms Replacement --._ Code derived design flow rate Parent material ❑ Public or commercial - Describe: GPD General comments Flood Plain elevation if applicable and recommendations: M uro er [`O w� 01S+a 1 t o7 ft. Se p 5 5 s �` m .fir e- � Y v 10 Boring # � Boring r/ Pit Ground surface elev. 7_03 ft. Depth to limiting factor ! O Horizon Depth Dominant Color ---._ in. escription Texture Structure Consistence Bounda Soil A lication Rate Redox D in. Munsell Qu. Sz. Cont. Color IY Roots GPD /ff `0 yK . s l Gr. Sz. Sh. 'Eff#1 'Eff#2 ID I�l ° am sb K hi of I ; C IA/ ao -g t 10yr2 0 ? SO Y m; V ---- �( I Boring # Boring /� JJJ ❑ Pit ' . Ground surface elev. - l 0l • S Depth t ft. 76 o limiting factor •Z in. Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda Roots Soi! A lication Rate in. Munsell Qu. Sz. Cont. Color ry GPD /fiz Q �" to l � �� Gr. Sz. Sh. 'Eff#1 *Eff#2 i i t m b►� mv4: I S- ai o R q b k -��l toYr2 e V V. W . si l sb K mY r — Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 m :ST e (Please Print) - Effluent #2 = BOD < 30 mg /l and TSS _< 30 mg/L 1 C - t - 6 h PN' S CST Number address ^ ��� l /v 6 Q 3 1yq �� ate Evaluation Conducted Telephone Number 77 !2� rru� � Wisconsin Department of Com merce SOIL EVALUATION REPORT v ��"� �� -� ` ✓ / Division of Safety and Buildings Page of ' in accordance with Comm 85, Wis. Adm. Code Attach compleia site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), dir rot• percent slope, scale or dimensions, north arrow, and location and di el Parcel I.D. Please print all information. Reviewed by r / - Personal information you provide may be used for secondary ate n' pur . 15.04 (1) (m))• Property Owner � R roperty Location SCO-W Ko4FF bona ir'11'� WQQ� ovt. Lot 1/4 1/4 S� E o W a8 N R Property Owner's Mailing Address T oZ 61 a 07 A C r. FEB 11 20 L t # Block # ,u�b/rd�. Name or CSM# J City State Zip Code Phon ! " SeQd `OfS ! �. Cit 15$1047 t NNdG y ❑Village Town Nearest Road ❑ New Construction Use ❑ Residential / Number of bedrooms Code derived design flow rate GPD Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments Ma� r t`ocK Wl�►cn 1r*�a $ e p - E - i c 5t s`k ft and recommendations: 10 Boring # Boring Pit Ground surface elev. 70 ft. Depth to limiting actor 7 0 9 �_ in. Soil Application Rate H orizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. O_r t 2- *Eff#1 *Eff#2 oYK 3 ID f too 1A p St ( 07t»5bK YnViEI ;CW 3 m ,(o ho 10- o to P-to st l sbK !IC VJ 14C t o ao -gt 10Yt2 sit r 01M517K rn;V ® Boring # Boring ❑ Pit • Ground surface elev. 7 ph S ft. Depth to limiting factor 7 (0 in. joHorizori Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Soil A G PD i kon Rate in.. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. d- b toYR 3�a *Eff #1 *Eff#2 ►`�� i t m 6k M V4 7 t CtAJ 5Y; f (P !.O 8- 2►t o 2 6 K m y -FY W ' si m vo * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 CST e (Please Print) mg /L 'Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L — t nr CST Number / Address TT C 9 R54 Mz / j �� O Date Evaluation Conduced Telephone Number ��,1 ` 7�/ 1 i'! 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