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Z3 . zS. Zv . Sig 3 i?o oiticINER PLUMBING-ELECTRIC-HEATING INC. N8230 945"' Street River Falls, WI 54022 715.425.5544 1 Fax 715.425.8818 steinerinc.net Septic Maintenance Checklist — Clarus Fusion i Date: �2 -�'� -Iq Location: ml f"e;; Coo,, 1-7 00 (; 4t C QU-'T�' SU�n , WT j qD f uo Winterization and Spring Check El' Check that the Air Pump is Running Z'Check that the Air Pump is Blowing Air W Check Air Pump for Excessive Noise I'Clean Air Pump Filter 2T' Check for evidence of changing grass linked to drain field leakage e Check for Excess Settling around Tanks and Drain Field ,E( Overall check of system ,d 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: Septic Maintenance Completed by: ignature 24 HOUR DEPENDABLE, QUALITY SERVICE boo-. 1152 95'. cx�a STEINER PLUMBING-ELECTRIC-HEATING INC. N8230 945th Street River Falls, WI 54022 715.425.5544 1 Fax 715.425.8818 1 steinerinc.net Septic Maintenance Checklist — Clarus Fusion Date: 11A1113 Location: vUIJ�Sf'2 it ��j�n Iva- Winterization Cam}' Check that the Air Pump is Running 2'Check that the Air Pump is Blowing Air 111'Check Air Pump for Excessive Noise R Clean Air Pump Filter 3'-Check for evidence of changing grass linked to drain field leakage [Check for Excess Settling around Tanks and Drain Field Ca'Overall check of system 111-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: Septic Maintenance Completed by:_ - ------`-"��� ?", ' - Signature 24 HOUR DEPENDABLE, Q UA L I T Y SER VICE Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 538757 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Allers & Woolsey, Karin E. & Jonathan R. Troy, Town of 040- 1152 -95 -000 7x SectionlTown /Range /Map No: CST BM Elev: Insp. BM Elev: BM 7 -7 qZ 707 2 �B�f/YJ v� � 23.28.20.5988 TANK INFORMATION ELEVATION DATA TYPE M UFACTURER CAPACITY STATION C BS ' / �I� FS A FS 1 � Se� UU Benchmark v ,n .707 Dosing �t. BM - t r Bld Sewer ( p•6d Ht Inlet D Aeration � ' � F t � �� _ -1 Q H G►�l St /Ht Outlet TANK SETBACK INFORMATION TANK TO P/L BLDG. Vent to Air In ke ROAD Dt Inlet 7D 3 Z Qr ' Septic i Dt Bottom N - S� t / y 5� 57.5 �. / 3 &. Dosing j Header an. 3 7e U - " Aeration 25! f Dist. ip N ' j�` 5 764 Holding Bot. System 9. 9 7Q z8 Final Grade !. OS - 76 UMP SIPHON INFORMATION �cw /0. 5 anufacturer Demand St Cover ,, / GPM / Z (j 7Z • �� to . D Model Number /Y15 `e TDH' Lift Friction Loss System Head 3 TDH Ft Forcemain Length Dia. Dist. to Well LO SOIL ABSORPTIO YSTEM P LI ►J BED /TRENCH Width ( No. Of Tr nches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 33 L SETBACK SYST TO P/L BLDG WELL LAKE/ AM L C G Manufacturer: INFORMATION CRAM R OR TypIS 1 > 50 1 �� I Model Number . / G �� �. _ DISTRIBUTION SYSTEM Mtk, PtU 1, /� S �i i w6F D 1 aao Header /Manifold Distribution / r x Hole x Hole Spacing VU Air Intake Q f Pipe(s) Length u Dia I Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center 1 _ Bed/Trench Edges / Topsoil T [� Yes No Yes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: 1 / Z 9 / 2 v�l Inspection #2: Location: Catfish Bar River Falls, WI 54022 (Gov't Lot 1 23 T28N R20W) St, Croix Beach Lot 13, IILQIy�r Parcel No: 23.28.20.5988 1.) Alt BM Description 2.) Bldg sewer length �j 6)& IAw►1r &� - amount of cover = ! Plan revision Required? 0 Yes No - J -- - U 3 ! 7S Use other side for additional information. �� Date Insep tor's nature Cert. No SBD -6710 (R.3/97) COR1t71eCC @.Wi.gOY r urtdmgs Urvrsron Loun[ n Ave., P.O. Box 7162". Cro ( X c s' n, 3707 -7162 Sanitary Perm Number (to be filled in by Co.) Department of Commerce Sanitary Permit Ap lic `a, '!^ n StateTtansactionNutnber In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submis ' of this the appropr nmental 1 �' unit is required prior to obtaining a sanitary pennit. Note. i forms tate -owne PO are �' Project Address (if different than mailing address) submitted to the Department of Commerce. Personal infonnatio p i�t le r14dy�� used for se ndary p urposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. •Ca u n I. Application Information - Please Print All Information Property Owner's Name O� Parcel # S S to �o 070. Sal 7 8, 571 P ropert y .141 Owner's ZiZI d Z�� Property Location ` 115 Z N 1h fi • Govt. Lot / D yD // S 3 —1 City, State Zi Code Phone Number /, /<, Section 2 3 t noe Us .m �fFq 2 !01st v70 4011 N or - V A a �. Paul, MIS S10q Z1 2 1 p N; R �O (circle one) 11. Type of Building (check all that apply) Lot # T ZO X or 2 Family Dwelling - Number of Bedroor !,3 1T 1 S Subdivision Name ' Block # S�t•C'retK geach Public /Commercial - Describe Use ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of L NA Town of T1Q0 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ❑ New System Replacement ❑ Treatinent/Hoiding Tank Replacement Only ❑ Other Modification to Existing System (explain) ystem B. ❑ Pennit ❑ Permit Revision ❑ Change of ❑ Permit Transfer to List Previous Permit Number and Date Issued Renewal Before Plumber New Owner a `i��`', W r Expiration "J f O IV. Type of PO \VTS System/Component/Device: Check a that app y ❑ Non - Pressurized In- Ground Pressurized In- Ground ❑ At -Grade ❑Mound 1 24 in. of suitable soil ❑Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Disp al m ent (explai) � Pretreatmt Device (ex l -�—� �4- � •���•� - �f� -� c� V. Dispersal/Treat ent Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 11-50 0.19 s` &.25 VI. Tank Info Capacity in Total # of Manufacturer o Gallons Gallons Units m F ¢� 8 v F- New Tanks Existing Tanks w z a ¢ ¢ a n tnn ti U a.. Septic or H Odtng Tank / OO �• S i o El 1:1 1-1 1-1 Dosing Chamber ( S �.. Q S e 0 1 ❑ 111 1 ❑ 1 ❑ VII. Responsibility Statement- 1, the undersigned s me responsibility or installation of the POWTS shown on the attached plans. Pim er's Name (Print) Pl s na a MPthAR S Number Business Phone Number C. . 5t cr ��, t z - S s Plumber's Address (Street, City, State, Zip Code) wB a 15o ay 5L % falls I�c�S 5�0 VIII County /De artment Use Only ,,.A pproved _ Disapproved Permit Fee Date Issued Issuing Aggent ignature Owner Given Reason for Denial $ 7�5 q1ZZ 2- Gv M-t- / L� IX. Conditions of Approval /Reasons for Disapproval ( �TF� MOW LEE Z L� 1 Septic tank, effluent filter and - �qQ C� 1 dispersal cell must all b D as per management plan p k re uirements must be maintained as per applicable c&tel0 ans for the s ystem and subrawro n on paper not 16 s t fi an x Y1 b0i es rn s �� -�.�/ nitt✓,a,� ,/� c62d c+M. . � t'. u��' %`'''�" �` S �(� � C �d�u AT l ,M a:�,� ..P✓,�c�w r� Gt -��'G� -,�'� �'��"'� �'�i�'�.' f'�'.C�73 tom-►' v (� DB de co (S 6398 (R. 0 V• d t u 01 /l�� Safety and Buildings t PO BOX 7162 commerce -gov MADISON t Through 7162 Contact Trough Relay a www.commerce.wi.gov /sb/ isconsin www.wisconsin.gov Department of Commerce Scott Walker, Governor Paul F. Jadin, Secretary April 15, 2011 CUST ID No. 225451 ATfN: POWTS Inspector PAUL C J STEINER ZONING OFFICE ST CROIX COUNTY SPIA STEINER PLUMBING & HEATING 1101 CARMICHAEL RD N8230 945TH ST HUDSON WI 54016 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/15/2013 Identification Numbers SITE: Transaction ID No. 1911313 Jonathan Woolsey & Karin Allers - Dwelling Site I No. 764661 Lake St Croix Town of Troy, 54022 Please refer to both identification numbers, St Croix County above, in all correspondence with the agency, 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.: 1302248 Maintenance required; Replacement system; 450 GPD Flow rate; 49 in Soil minimum depth to limiting factor from original grade; System(s): Drip -Line Dispersa Component Manual SBD- 10657 -P (N.6/99); Effluent Filter es The submittal described above has been reviewed for conformance with ppPROVEDWThi� system to be const uct d and Wisconsin Statutes. The submittal has been CONDI TIONALLY and located in accordance with the enclosed approved plans and with'the component manual referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code co Ai requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, C1E A 1EI stats. GVl The following conditions shall be met during construction or installation and prior to occupancy or use: .,LE 1. This system is to be located and instale installed ion to these rules. g4, Wisconsin �� Cclif i` = - Administrative Code, except approved plans grant except 2. Comm 83.21(2)(c)4. The application for a sanitary permit to the governmental unit shall be accompanied with documentation that the master plumber or master plumber- restricted who is to be responsible for the installation or modification of the POWTS has completed approved training or has documentation vided during the installation of the POWTS, if the application for the that approved training will be pro sanitary permit involves one or more of the technologies or methods specified in s. Comm 83.04(1). 3. Comm 83.52(1)(a). Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). 4. Comm 83.52(2). A POWTS that is not maintained in accordance with the approved management plan or 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 monitorin mechanical POWTS components after the initial installation of the POWTS in accordance with an ap roved 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 & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review 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. Sin r ly, Fee Required $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 ter Pagel WiSMART code: 7633 Private Sewage Plan R v' wer, , Integrated Services (608)266 -2889 , M - F, 0600 - 1430 Hrs pete.pagel@wisconsin.gov 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, material or device that is regulated under the commercial building code, chs., Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www.c ommerce.wi.gov/SB/SB-BuildingContra ctorPr ogram.html Jonathan R. Woolsey 7414 W. 22 Street # 206 Minneapolis, MN 55426 Karin Allers 234613 Ave East North St. Paul, 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 Tv ATU Fusion Zoeller ZF450 Page 18' Plot Plan Page 19 jre M Plumber: aul C. J. Steiner, #225451 Q + 'DING February 22, 2011 'POND Steiner Plumbing and Electric Inc. N8230 945 Street River Falls, WI 54022 ( Fiel • Job Description: Woolsey /Allers Contact: Prepared by: Date: 15-Apr-11 Please fill in the shaded areas and drop down menus: This spreadsheet serves as a guide, and is not a complete hydraulic design. Works "l Field Flow Total field Total Quantity of effluent to be dis osed er dav 450 gallons / da tmum raulic loadin rate 0.8 allons / s ft. / da Dis rsal Field Area 563 s uare ft. l Dispersal Field Area 625 care ft. Flow er zone Number of Zones 1 zone (s) Dis ersal area per zone 625 square ft. Choose linespacing between WASTEFLOW lines 2 ft. Choose emitterspacing between WASTEFLOW emitters 2 ft. Total linear ft.per zone (minimum required) 198 ft. per zone Total number of emitters per zone 8 emitters per zone Select Wasteflow dripline (16mm) Wasteflow PC - 1/2gph dripline Pressure at the beginning of the dripfield 20 psi Feet of Head at the beginning of the dripfield 46.2 ft. What is the flow rate per emitter in gph? 0.53 gph Dose flow per zone 0.87 gpm Note: A few States or Counties require additional flow to' flushing. Please check your local regulations. Flush velocity calculation below is for PC dripine Classic dripline requires less flour to flush than PC, Please refer to Geoflow's spreadsheet "Design Flow and Flush Curves" at www.geoflow.com Of call 800 -821 If required, choose flush velocity How many lines of WASTEFLOW per zone? Ncza 4 lines Fill in the actual length of longest dripline lateral Flush flow required at the end of each dripline 0.37 gpm Total Flow required to achieve flushing velocity 1.48 E E�:� Total Flow per wne- worst case scenario 2.35 Select Filters and zone valves Select Filter Type BioDisc Filter Recommended Filter (item no.) BioDisc -150 1.5" Disc Filter 0-30gpm Select Zone Valve Type Electric Solenoid - Recommended Zone Valve item no. 0 0 Dosing Number of doses per day / zone: 12 doses Timer ON. Pump run time per dose /zone: 43.19 mins:secs Timer OFF. Pump off time between doses 1:16 hrs:mins Per Zone - Pump run time per day /zone: 8:39 hrs:mins All Zones - Number of doses per day / all zones 12 doses/ day 4/22/2011 Geoflow, Inc. Wasteflow Design Spreadsheet V.2003H �xlqx )� ( OGEOFLOW Pump Size Job Description: Woolse /Allers 0 Contact: 0 Pre aced b : 4/15/2011 Date: 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 Pum Sizin Section 1 - Su mary from Worksheet 1 Flow re uired to dose field 0.87 m 1.48 m Flow re uired to flush field Flow re uired to dose & flush field m Bio Disc -150 Filter 1 zones No. of Zones Zone valve Dri line Wasteflow PC - 1/2 In Dri line longest lateral 32.50 Section 2 Ft of head Pressure A. Flush line - Losses through return line Size of flush line in inches 5 inch 200 ft. Len of return line 5 ft. uivalent len of fittm Elevation chan e. (if downhill enter 0 0 ft. Pressure loss in 100 ft of pipe 3.8 5.97 si ft. 2.91 si 13.8 Total ressure lass from end o dri line to return tank B. Dripline - Losses through Wasteflow dripline Len of longest dripline lateral 33 ft. Minimum dosing ressure required at end of dripline 23.10 ft. 10.00 si Loss throw h dripline during flushiniz 1.13 ft. 0.49 si Total minimum required dri line p ressure 24.23 0.49 si A +B. Minimum Pressure required at beginning of dripfield CALCULATED pressure required at beginning of dripfield 38.03 ft. 16.46 p i SPECIFIED pressure at beginning of dripfield (from worksht 1) 46.2 ft 20.00 si Great! SPECIFIED Pressure is greater than CALCULATED Pressure re uiiement. Go to next ste C. Drip components - Losses through headworks 4.6 ft. 2.00 si Filter si Zone valve ressure loss (not in di am ft. si Flow meter ressure loss not in dia ft. - si Other ressure losses ft. Total loss throu h drip components 4.62 ft. 2.00 si D. Supply line - Minimum Pressure head required to get from pump tank to top of dripfield Size of su 1 line in inches .5 inch Len of so ly line 0 ft. uivalent len of fittin s 5 ft. Hei t from tun p to tank outlet 5 ft. Elevation change. (if downhill enter 0) ft. Pressure loss/ gain in 100 ft. of i 15.79 ft. 6.84 si r� Total gain or loss from pump to field 5.8 2.51 psi IL 56.6 ft. 24.51 si `V TO riamic held 2.3 gpm ump 0a 'Pump Moyie,t{Nm6or olbe; /Hp /'pha68 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 b. Contact Geoflow at 800 - 828 -3388. 422/2011 Geoflow, Inc. Pump Selection Worksheet, V.2003H (g 1 i 6" - 10" deep (NPlcal) LAG" .3 W ASTEFLOW drip line.. PVC SupPN 9 0 3 - - mon'rfo 2ft. Spacing (typical) ei; - W .e 1 tr floctz Li 70 J- and solend T4 c GEO TS controllers w&ed fo 1 N Flow meter (optional) Place downstream of filter Pump tank SuppN fine � Field flush filter woNe � valve FOter flush Flush return Not to scale ^' 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. e the soil b) Protect the site prior to installation. Construction and No utilities, cable wire, tilenet hall be profile. Fence off entire dripfield prior to any construction. 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 minimize 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 Loop dripline around trees of WASTEFLOW lines. 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. j) Install zone valves; solenoid or hydraulic index valves. k) Install the PVC supply line from the dosing tank, up hill through one lower and one upper corner stake of the dispersal field. Please refer to your State guidelines for depth of burial. 1) Paint a line between the two remaining corner stakes. m) Install the Geoflow WASTEFLow dripline from the supply line trench to the painted line, approximately 6" to 10" deep as specified. Upon reaching the painted line, pull the plow out of the ground and cut the dripline 1' above the ground. Tape the end of the dripline to prevent debris from entering. The tubing expands in warm temperatures and contracts in cold temperatures. If installing during the warmer months, be sure to allow some play in the tubing so it will not pull out of the fittings when it gets cold. Continue this process until the required footage of pipe is installed. Geoflow dripline must be spaced according to specification (2 ft. is standard). Depth of burial of dripline must be consistent throughout the field. Take care not to get dirt into the lines. n) If the system is looped, install the looped ends with Geoflow plain tubing or flex PVC. If in a cold climate be sure to pitch these slightly so they do not hold water and freeze. The loops are to be installed on the outside of the measured field. o) Install the supply header with tees lined up at each Geoflow line. Hook up the Geoflow lines to the supply header. Do not glue WAsTEFLow dripline. Lock Locksb Fittings Installations i. Hold the fitting in one hand and position the tubing with the other hand. ii. Move the sleeve back, and push the tubing onto the exposed stem as far as possible. iii. Push the sleeve out over the tubing and thread the sleeve onto tubing, as though tightening a nut to a bolt. Hand tighten. Do not use tools. iv. Test the connection to make sure the sleeve threads have gripped the tubing tightly. p) Install the filter headworks between the field and the pump tank on the supply line. Insulate the box in freezing conditions. When using an open bottom headworks box, place a rodent barrier down first. This can be made from bricks, paving stones, chicken wire, 3 layers of filter fabric or a 6" minimum depth of 1" gravel. Support the pipes entering and exiting the headworks with gravel. q) If using a pressure regulator, install it downstream of the filter headworks, just ahead of the dispersal field, on the supply line. Although the pressure regulator can be buried directly into the soil, it is preferable to install it inside a small valve box for easy access. *Insulate the box in freezing conditions. r) Install the floats in the dosing tank and wire up to the timer control. The timer control should be set to pump no more than the design flow, do not set to match the treatment capacity. s) Install the pump. Fill the dosing tank with fresh water and turn on the pump. Check for flow out the ends of all of the Geoflow lines. Let the pump run for about five minutes to flush out any dirt. Shut off the pump and tape the ends of the lines. t) Dig the return header ditch along the line painted on the ground and back to the pre - treatment tank. Start the return header at the farthest end from the dosing tank. The return line must have slope back to the treatment tank, septic tank or pump tank. u) Install the return header and connect all of the Geoflow lines. Care must be taken not to kink the dripline. 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" minimum 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 leaks. urn off phe y to flush lines then close the valve and check the field and all piping an 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 WnsTEFLOW HEADwoRn. 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 that position. open until at least on PSI is lost or design pressure is reached and leave in 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 connections, drippers or shallow burial. 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 inter obleed lever on the Cream side of the solenoid. Turn the flow control stem fully open (counterclockwise) for flow control . iii. Check that solenoid valves are functioning. v`z /6 J/ TABLE 3. SUBSURFACE DRIP INSTALLATION METHODS NOTE: Disturbing the soil may affect the pore structure of the soil and create hydraulic conductivity problems. Please consult with your soil scientist or professional engineer before making the installation technique decision. NSTALLATION METHOD * ADVANTAGES DISADISADVANTAGES •Slow • Labor intensive • Handles severe slopes and confined areas • Disrupts existing turf and ground a) Hand Trenching* • Uniform depth . B fill required • Depth has to be monitored closely • Cannot be used on steeper b) Oscillating or vibrating plow slopes( >20% ) Fast . Use the type that inserts the .dium installations dripline directly in place, not one • Requires practice to set and operate • Mi in small to medium ground disturbance adequately that pulls the dripline through . No need to back fill the trench •Tends to "stretch" pipe. Shorter runs the soil. are required • Faster than hand trenching •Slower, requires labor c) Trenching machine: Ground . May use the 1" blade for most • Disrupts surface of existing turf Hog, Kwik- Trench, E -Z installations • Back fill required Trench* • Uniform depth • Fast • Little damage to existing turf because of d) Tractor with dripline insertion the turf knife • The installation tool is designed tool - see diagram 2. • Minimal ground disturbance specifically for this purpose. • Does not stretch drip line • Adaptable to any tractor • Fastest. Up to four plow attachments e)Tractor mounted 3 -point hitch with reels • Suitable for large installations only insertion implement • A packer roller dumps back soil on top of the pipe * Installation methods are left to the discretion of the contractor and /or the engineer. Other installation methods may be used as long as care is taken to protect the tubing and the soil.' y Diag. 2 Installation Tool i " SYSTEM MAINTENANCE The best way to assure years of trouble free life from your system wi h a BODl monitor f d be > 30 mg /1 automation o to perform regular maintenance functions. For large systems or systems maintenance is essential. For smaller systems with a BOD < 30 mg /l inspection and maintenance shoul performed every six months. ROUTINE AND PREVENTATIVE MAINTENANCE 1) Clean the filter cartridge. This may be done with a pressure hose. e should be filter cartridge trid e hound be edn a from the outside inwards, while the discs in the disc filter cartridge 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. ' position. 2) Open the field flush valve and flush the field for 3 -5 minutes anual bleed le position always be in closed Close the flush valve. On automatic solenoid valves the m 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 au loca ed in the Wast flow Headworks schrader valve located on the air vents and by reading the pressure g g box. The pressure should be the same as shown on the initial n installation li htlyuntil there a 1 -2 psi drop flush valves, close the field flush valve completely and then op valve 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 breaker press down on the ball t allow any debris of the vacuum breaker, remove the cap of the vacuum P 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 mainta noticeable when e necessary in accordance 8) Treatment and distribution tanks are to be inspected routinely 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. ROME OWNERS GUIDE FOR CARE AND MAINTENANCE OF GEOFLOw DRIP DISPERSAL FIELD A drip dispersal system has been installed on your property for the subsurface dispersal of the effluent from your home. The drip dispersal system consists of a series of diameter drip tubing installed at a shallow depth of 6- ' /z 10" below the ground surface. It is designed to effectively disperse the treated effluent in the ground with a combination of soil absorption and plant uptake. Your drip dispersal system will function for many years with only minimal maintenance being required, provided the following recommendations are followed: o Establish landscaping (preferably a grass cover) immediately. This will stabilize the soil and allow for the grass to take up the water. s, footing drains or other sources of clear water to the system, except for o Do not discharge sump pump the effluent discharge from your treatment system. o Maintain all plumbing fixtures to prevent excess water from entering the dispersal system. o Do not drive cars, trucks or other heavy equipment o spersal wheeled garden drip components or the soil and cause the system tractors and light equipment can be driven over the drip field. o Do not drive tent stakes, golf putting holes, croquet hoops etc., into the dispersal field. er is sized to o Contact your service company if your high alasoundhbutdyou should refrain f om excessive water allow additional storage after the high water arm usage (i.e., laundry) until the system has been checked. o After a temporary shut down due to a vacation or other reason, the treatment plant ahead of the drip field filter initially may not function effectively, resulting in the filter blocking.Refer to maintenance guidelines above to clean the filter. Contact your service company if you notice any areas of excessive wetness in the field. In most cases, this is usually caused by a loose fitting or a nicked dripline and can be easily repaired. Note: There may be some initial wetness over the dripline following the system's installation. This should cease once the ground has settled and a grass cover is established. )4/0411 OWNER'S MANUAL & MANAGEMENT PLAN Page _-L of POWTS SYSTEM SPECIFICATIONS �t� ❑ NA Q gal FILE INFORMATION Septic Tank Capacity ❑ NA Owner Septic Tank Manufacturer Zoe �� er ❑ NA ec Permit # Effluent Filter Manufacturer SIB — v1 ❑ NA Effluent Filter Model rF ' al [3 NA ❑ NA DESIGN PARAMETERS 6- ©O r,.,,r� Pump Tank Capacity [3 NA Number of Bedrooms Jam „" Number of Public Facility Units Pum Tank Manufacturer y W es cv ❑ NA al /day Estimated flow (average) Oq� Pump Manufacturer ZO ell e✓ ❑ NA Y p .gal /day . (peak), (Estimated x 1.51 Pump Model [3 NA Design flow (p 1 ° [3 Sand /Gravel Fitter ;_ allday /ft2 Soil Application Rate Monthly average* Pretreatment Unit [3 Peat Filter and Influent /Effluent Quality <30 mg /L Mechanical Aeration ❑ Wetland Fats, Oil & Grease (FOG) <220 mg /L ❑ NA (3 other: ❑ NA mand (BODr,) [3 Disinfection Biochemical Oxy9 S) 5150 mg /L Dispersal Cell(s) Total Suspended Solis Disp [3 In- Ground (pressurized) Monthly average ❑ In- Ground (gravity) Pretreated Effluent Quality 530 mg /L ❑ Mound Oxygen Demand (BOO [3 At -Grade [3 Other Biochemical OxY9 530 mglL ❑ NA Total Suspended Solids (TSS) 5104 cfu1100m1 Qd Drip -Line ❑ NA Fecal Coliform (geometric mean) Ye in dia. ❑ NA Other: ❑ NA Maximum Effluent Particle Size E3 NA Other: ❑ NA Other: Other: - ical for domestic wastewater and septic tank effluent. Values tyP Service Frequency ears) E3 NA MAINTENANCE SCHEDULE ❑ month(s) (Maximum 3 Y Service Event ® year(s) ❑ NA At least once every Inspect condition of tank(s) o f tank volume When combined sludge and scum equals one-third (Y31 ❑ NA ❑ month(s) (Maximum 3 years) Pump out contents of tank(s) jI year(sl [3 NA At least once every: ❑ m onth(s) Inspect dispersal cell(s) JI year(s) ❑ NA At least once every* ❑ month(s) ffluent filter Z year(s) ❑ NA Clean e At least once every: ❑ month(S) Inspect pump, Pump controls & alarm m yearls) [3 NA At least once every: ❑month(s) Flush laterals and pressure test [3 yearls) E3 NA At least once every: Other: Other: licenses or certificatio in one of the following O erator. an individual PoWTS Maintainer; Septage Servicing cracks or Zeal MAINTENANC INSTRUCTIONS cells shall be ma POTS Inspector; round surfai inspections of tanks and lisp an missing or broken hardware, e ffluent on the 9 ondi Master P back up or ponding Master Plumber; lumber Restricted Sewer, pipe and to check for any P inspection o the ta and)toocheck for any identi and requires inspections must include a visual insP f sludg and scum in a failing condition measure the volume of co ebvisually inspected to check the effluent level d surface mayrvation p The dispersal ce ll(s) shall b The ponding of effluent on the 9 the en of effluent on the ground surface. r e gu latory authoritY or more of the tank volume, NR 1 immediate notification daccumu lation of sludge and scum in any tank equals one-third lY3) e e Servicing Operator and disposed of in accordance with chapter When the combined a Septag TS Maintainer. onents, pretreatn contents of the tank shall be removed by of effluent filters, mechanical or pressurized comp Wisconsin Administrative Code. a certified POW All other services, inc but not limited to the servicing performed by service event. GMW ( units, and any servicing luding with A service report shall be provided to that intervals of 512 months, shall authority in 10 days of completion of any e local regulatory Page A_ of L START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. ❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name' �� /LL Y1 Name pe � >° /h E' Phone Ley Phone �� - YZ SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Kyt Name Se Tic Name S Crat rl Z Phone I _ l.�z _ J aZ Phone 71 � — ,3b ° This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. U�nt cc J. B O Y I'N LE r F µ .C}0_GAL. ShIgRICA►. PY P A P TAN K A A I orm T - �Odt All pSP£S _T D of rAArK HAUL - F.9 sALs SPrCTFICATIONS TANK PUMP Manufaccurer: /� ®��egc_n Manufacturer: ,����le Tank hfaecrial:� Model Number: — Tank Size: 6090 Callons SNicch• Type Total Dynamic (lead: ,S' Ft. CAPACITIES Total Di:lchargu Ratc: 7 clr� - 3, 1 GPM �� Total Daily Efflucnc: Gallons A a or _3 Callons Number of Doles 2 Per Day S or I c 7 Callons Dose Volume:* 10 C or 7 3 77, Ca IIonspU5 No tes : 1 . See p curve for Gallons D - or Callons addicionaI performancc C� LYr ' information. P 2. Pump and alarm are to be ALARM installed on acparate! circuit as per / ILIIR 16. 19 WAC. Hnnuf ncturer: la�f: ALr>` �/2,2 Model thumbs r i( UQL/TYPUMPB �NCE SECTION: 2.20.045 FM1502 Product information 0710 presented `' here reflects conditions at time / ® Supersedes re publication. Consult factory AM", `O' 0 1208 regarding discrepancies or inconsistencies, MAIL 70: P.O. BOX 16347 • Louisville, KY 40256 -0347 visit our web site SHIP TO: 3649 Cane Run Road • Louisville, KY 40211 -1961 (502) 778 -2731. 1(800) 928 -PUMP • FAX (502) 774 -3624 WWW, % com COMPARE THESE FEATURES • Durable Cast Iron construction F 40 & 14514145 Cast Iron Series • Model 140 features a Non - Clogging engineered thermo- mp Prey identifiCation see News & Views 00 plastic vortex impeller design and passes''Y2" spherical 52) solids • Model 145 features an engineered thermoplastic sin vane impeller design and passes %" spherical solids O w= MA TE " for - 60 Hz, 3450 RPM, oil - filled, hermetically sealed, SEPTIC TANK - LOW PRESSURE PIPE (LPP) • Mo automatic reset, thermal overload protected AND ENHANCED FLOW STEP SYSTEMS • Available in both single or double shaft seal designs EFFLUENT • Carbon /Ceramic mechanical shaft seals OR DEWATERING PUMPS • Assembled with Stainless Steel bolts '•• y ' • Stainless Steel lifting handle SUBMERSIBLE 1' /z" NPT DISCHARGE G � • • Upper sleeve and lower ball bearing running in bath of oil • 20 ft. UL Listed Neoprene cord with molded plug cap and ground wire • 1'/" NPT vertical discharge Model BN140 • BN and BE models include a variable level float switch and SN145 Model 140 Single Seal and 145 and 1%" X 2" PVC adapter fitting Pumps Single Seal • Operates at temperatures to 130eF (54eC) in effluent or Pumps dewatering applications • Corrosion resistant powder coated epoxy finish Note: The sizing of effluent systems normally requires variable level float(s) controls and properly sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. C US Model 4140 Tested to UL Standard UL778 and CertMad to CSA and 4145 ® Standard C22.2 No. 108 Double Seal POWDER Pumps �PU/IiIP L MAIL T0: P.O. BOX 16347 COATED Louisville, KY 40256-0347 TOUGH, SHIP T0: 3649 Cane Run Road .a",11 Louisville, KY 40211 -1961 tir °!f (502) 778 -2731. 1(800) 928 -PUMP FAX (502) 774 -3624 MODELS AVAILABLE • Automatic (Models BN & BE) • Nonautomatic Manufacturers of... • 1 HP, 1Ph 115V or 230V(140/4140) •� • %HP, 1Ph 115V(145/4145) ® QUQL/TY /DUMPS �`� © Copyright 2010 Zoeller Co. All rights reserved. Z( /" �� w TOTAL DYNAMIC HEAD /FLOW M-. . - PUMP PERFORMANCE CURVE MODEL 140/4140/145/4145 PER MINUTE I 75 EFFLUENTAND DEWATERING 3716 65116 22 0 MODEL 140/4140 145/ 45 4eB 9 ss t feet Meters Gal. ers a. Liters Y so 5 1.5 86 326 61 232 ° 32932 1e ° r 10 3.0 80 303 60 228 + 15 4.6 73 276 56 213 ° 20 6.1 66 250 53 201 ° 14 25 7.6 51 223 49 186 11@ 111/2NPT 30 9.1 9 185 45 171 12 40 40 12.2 28 106 35 133 50 15.2 TT — 26 99 'c 35 60 18.3 -- — 16 61 0 10 Shuf - off Head: 50 ft. 15.2m 74 ft.(22.6m 30 8 25 I 6 zo 1213132 5 150090 " I 10 45/32 2 5 SK1524A 45 1401 0 4140 f0 20 30 40 5o 60 70 W 90 GALLONS LRERS a • , •® 0 - 60 180 ?40 320 N. PER MINUTE CONSULT TORY FOR SPECIAL APPLICATIONS 37 /b6 65,6 4 513 • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Mechanical alternators, for duplex systems, are available with or without alarms. ° 329132 • 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. o • Double piggyback variable level float switches are available for variable level long cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM 1420. • Refer to FMO806 for applications above 130 °F (54 °C). 14014140 & 14514145 MODELS Control Selection Model Model Volts - Ph Mode Amps Simplex Duplex N140 N4140 115 1 Non 12.0 1 or 2 3 ifi 1/6 E140 E4140 230 1 Non 6.0 1 or 2 3 BN140 BN4140 115 1 Auto 12.0 - -- BE140 BE4140 230 1 Auto 6.0 45/32 N145 N4145 115 1 Non 13.0 1 or 2 3 1 SK1524B 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 P/N 10 - 2421 piggyback variable level float switch. Refer • Reduces potential clogging 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. "Easy assembly" control panel. • Raises pump 2" Off bottom Of basin. (pump & discharge pipe not included.) 3. See FM0712 for correct model of duplex • Provides the ability to raise intake by adding sections of 1 or 2" PVC piping, control panel. • Attaches securely to pump. JA CAUTION • Accommodates sump, dewatering and All installation orcontrols, protection devicesandwiringshould 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. / ! I �Pl da .9 / / W - 9 H 7u w� d r /7 ►! z c� z o 0 � � m H - TI � o 70�� 3 _ M c�Z ;v 4 p� C3 r D o -� - o ��z N =�fU - DTl d 3 ED FO M H D r - �7 F- m ��DOm W W 4�, 3> �Dd� H Z o —1�3m �- - 7mm S d ru 0-1 ` w N CD o f w t 1 R) m Iq (0640FLOW I f rr BioDisc Filter Description Specification The BioDisc (nn 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 Geo Meld® 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. Geoshield® is molded into each disc to discourage The seals shall be manufactured from Nitrilo 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. T Max Max Filtration Parutlet Flow Pressure Temp Filtration Weight Surface meter Rate er Filter PSI ( ° F) Length Area Slze lbs. BioDi..5" 30 m - - - -- - - -- — gp 45psi 140 12 ; 72.7 s in. 120 mesh 3.3. j 335ft. 130 micron �.._ BioDisc- 2F i 2» 1 0 gpm 145 psi 140 I 20" 156.9 sq. in. 120 mesh 13.2 L 335 ft. j _ 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 FIlter 4 8 3 p a� �N G w a A 2 4 v 1 A h H v 2 a 5 10 15 20 25 30 35 40 45 50 60 0 Flow Rate 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.Innovations. 17) I 7 ��,• S. rD rD , y °E O y y . V1 D 0] . t/+ Tf m' p eD ° y • � r To C� < ID ui cn vi a o rD rD m Ov r°e o o ®r* ° o n* ro 0 0 0 rD ti o O oep < O n r�D O � • C l ' y ' "� = r r�D s,' � • 9 0 0 2 rrDD C,' • 54 Q C. ®O OT ''S' v� 2 �n N N O " - riq rD - n o o 0 2 O o� ay• WD O c -a n c. o o oo c -j m © � eD cu c Q. y 'r7 rY Q •�• K y W ID r� ❑ II rD < cn P w rD C7 w r+ 7 S < rD M C rD tu y rb tu S rD , r ro a a a _ D m FD c n. o' n o N B 9 O oo� FD m C A =' vim• vim° rD n rD d m D a a) a O O m ZQ= C � _ C v+ w T e): �. CD (n S ao *` m CD via ;U , co co co Cl) c CD O i n' C7 CD CD m r co m c cD ♦� m m CD €: Q CL D m sli _ n n c ,�•, _ , CD CD CO � c� v , 0(Dc D v 0 � m cn � o m m -, v ��� ' a3cn Qm =r � 5�_n - n D CD n m O O m CD 3 0 C g. -. cD n 3 -, O -z = 0 4 co o a� o o 0) � k- m CD mac° Z�= �cQ r c vmo ' m X4 a -2 on N ono. o m �0 n cr 0 6 3 CD ��� CD e - de AV,.. qq 30 , S � — r r. w A7 n Liz h & Al AV C8 1 O k %Oct i c� m Ns \ 4 ',, o Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County C rot Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information Rev"wedb, � Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner { `t Property Location sco m Q n hona f W QQ� S Govt. Lot 1/4 1/4 Sa T Q f� N R ;L 0 E (o W) Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# A a07 Mc AeRe C r. $each Lo S city.. State Zip Code Phone Number ❑ City ❑ Village XTown Nearest Road , M le Wo©d Mtj s .5t og 1 (GSI ) 4 Sq - ?q3 ,7 -t~ o cA t �rv�r ❑ New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD 19 Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments Ma� -Rr j t o turn- .[`ocKS tk) ►z i irrs+a! I oi Se and recommendations: J Boring 2 Boring # 7D3 . ft. Depth to limiting factor ! 1 in. Pit Ground surface elev. P g Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff #1 *Eff#2 l c) IDYtQ 2. Ig S � I am sbK mvf In to- ) IO t2-te 14 Je !gym • a o -g l IoYt� � � 5t t r p256y- rn -F � • � Boring ,-1 1 Boring # �Q�. 5 ft. Depth to limi factor 76 - in. `�� "" II � El Pit Ground surfaceelev. P g Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' Gr. Sz. Sh. `Eff #1 *Eff#2 in. Munsell Qu. Sz. Cont. Color o- �{ IMP% bla N Sit m b rnVV I cw 3v; #(P 8- I 0 R m q - I 6 MV-F w I0xv. a 6il I m S10 Y - rAv f r — -� * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30L 150 m " Effluent #2 = BOD < 30 mg /L and TSS < 30 mgA- CST e (Please Print) S t e CST Number C • -t rL�' c �� ZZ a S 1 Address ate Evaluation Conducted Telephone Number N ia3 c1g5`th S-f t2tN(tr falls, WT 5gc>72 i %" y ���5 Yr�. Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings Page -L of ' in accordance with Comm 85, Wis. Adm. Code Att?--h complete site plan on paper not less than 8 1/2 r ere i s SO must County ^ � „ include, but not limited to: vertical and horizontal r ection and l• percent slope, scale or dimensions, north arrow, acation and Parcel I.D. nearest road. � z - .S 53 /o / S'3- P /ease print all information. Reviewed by // _3 _ C (/SD� - : " V I Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner T cation Z /- Jona W aR �� 1/ Sa T a8 N R,10 E (o W Property Owner's Mailing Address lock # Subd. Name or CSM# A ao7 � f'te Cr. 1 1 �S_ i Beack -1 lo_f 3 /l �St � city State Zip Code Phon Number M � �� ��� G ) CROP ❑Village Town Nearest Road t V % Vee ❑ New Construction Use: ❑ Residential / Number of bedrooms Code derived design Bow rate GPD Replacement ❑ Public or commercial - Describe: P Parent material Flood Plain elevation if applicable ft. General comments 1140] ,} �-' - yid t ary - QxKs I.U� e1 ln5 +a 1 t ihn Se C. SS and recommendations: J d t� Boring # � Boring ' ' Pit Ground surface elev. 3 ft. Depth to limiting factor 7 in. L��' Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •� I 0 -b 1D YK Z. i 4 o n e, 5 ►1 am Sb K rn V,F l ; C W 3v4 ID-.9 10 12.E 4 sbK "' 14 m .6e I.O 2 -g 1 10 r (0 1(p SO r 1AM56K m-FV ® Boring ht W Boring ❑ Pit r Ground surface elev. ?0I • S ft. Depth to limiting factor 7(0 Z- in. Soil Application Rate Horizoft Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. 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