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TEINER f( PLUMBING-ELECTRIC-HEATING INC. N8230 945th Street River Falls, WI 54022 715.425.5544 1 Fax 715.425.8818 ( steinerinc.net Septic (Maintenance Checklist — Clarus Fusion Date: l2-17 -I H Location: ` N a - 15 C0\e co k d-5oV1 t yI x,01 U Winterization and Spring Check tf Check that the Air Pump is Running Zf Check that the Air Pump is Blowing Air ZI Check Air Pump for Excessive Noise ,Cl' Clean Air Pump Filter ,la' Check for evidence of changing grass linked to drain field leakage 10� Check for Excess Settling around Tanks and Drain Field g._ Overall check of system ❑ Cover Tanks with Insulated Blanket NaIl 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: 2/� 4 � �. _ 1 Septic Maintenance Completed by: C! A� ' Signature 24 HO UR DEPENDA BLE, QUALITY SER VICE Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division Sanitary Permit No: INSPECTION REPORT 561004 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: Seltzer, Jonathan M. & Susan Troy, Town of 040-1152-30-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: V 3 U 1 3a , d v~ y) _ /Ij w'li wu 23.28.20.586 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION Bl HI FS ELEV. Septic U `0h b Benchmar - IF n' ~S2 ~OQY ~G` C! 0 / c Dosing J;1 it Alt. M 0 11 O• Aeration Bldg. Sewer w40 Hol K f\ St/Ht Inlet {f O p~ B Z TANK SETBACK INFORMATION St/Ht Outlet;~V S 1 1) pAow Z yo.S-7 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet r?G( vralqhit -1 46, wmxh/ e t\j I`( ~i Septi I S t (C) r Dt Bottom I, 'CSC 32 x __Z 0 r7 I 3./ Dosing Pde 'I , e f Aeration Fi I Grade, S PUMP~SIPHON INFORMATION Y r S9`/~~~ Demand St Co I C, ufacturer GPM J5' /V Yif 2. S b , 3 MardM iNtanber ~ Z R 3 25 y 7, S~ TDH Lift Friction Loss System Head TDH Ft Z /P~ G Forcemain Length . Dist. to Well 5_!711 Dia SOIL ABSORPTION SYSTEMfl~ r'(Lj* BED/TRENCH Width + Lengib r No. Of Tren es r VU e r PIT N N I i Dia Liquid epth DIMENSIONS -33 1W SETBACK SYSTEM TO P/L BLDG WEL LAKE/S REAM L CHI G Manufacturer: INFORMATION CHA OR Type O ter I k Za t 1 U Model Number: DISTRIBU.ION SYSTEM N'° ` r Header anifold Distribution x Hole Size x Hole Spacing Vent to Air Intake 1 I Pipe(s) ~fi r _ lU/ Length Dia Length Dia Spacing SOIL COVER X Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over TT Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges psoil E] Yes 0 No Yes [_J No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: In pectin: / Location: 154 Cove Ct. (Catfish Bar) River Falls, WI 54022 (S 1/2 NE 1/4 23 T28N R20W) St. Croi Beach LotaP reel No: 2 .2 .20.586~~ 1.) Alt BM Description = nAum'fx D Ll 7S 2.) Bldg sewer lent = A4 0i7 i ~ Q Yr~~aL1 - amo nt of cover ~0' 11't `b rll V7Q Plan revision Required? FR Yes No nature Use other side for additional information. L~_ r_v 53' f - w q a _ D Ce / Insepcto s S' Cert. No. SBD-6710 (R.3/97) / I ~C7-f'r'4.J W S" 7113 00 ! p U) cs I -r 433 rn ! I ~ ! ~a w ~ r I o^ ,o r ! w~AA i w V lY ~ rte. ..-4 _ cr, 0 ' t o ' ' . ~ C} CA b f! ~ t kA fA !11 I r f r , it 10 ir11 -tea j -4trf ~ ` I -1 M 0_-m p OPT Fn_ --I y"~-ter ° c~ L ni `tea 40 T co-, IDI 41 -715 SAINT CROIX ROA " NOT CONSTRUG' D) .11 ~yY 1s.+' eTS"-/ commerce.wi.gov Safety and Buildings Urvrsion ~'+201 W. Washington Ave., P.O. Box 7162 y 'VConsin Madison, WI 53707-7162 fount ' ^O`K Department of Commerce Sanitary Permit Number (to be filled in by Co.) Sanitar F~>t~Wit Ae jCatjUljt` - State Transaction um er qpl In accordance with,,;. Comm. 83.21(2), Wis. Adm. C ode, ~ unit is required prior to obtaining a sanitar e t si bi'li n of this form to the appropriate gova'tat41 2 Pp la> provid for state -o edfor sewn 'I submitted to the Department of Commerce P son al qfo t A w Au 1 q 2 ur oses in accordance with the Privac Law, . 15.04 A s Provide may be used for secondary Project Address (ifde han mailing address) 1. Application Information - Please Prinl A'1'Iriformation Property Owner's Name h- Property Owner's Mailing Address < - ` ~ ~0~~ r~. Parcel # D f 1 "1 U l S 2 -0 5o Z ` 1 1 I~v~ Property Location p City, State `l elrlviAln 1'` Govt. Lot I1 Zip Code r Phone Number t ISIS W\ W 5s Li3LV (circle Section 2 3 one) 1I. Type of Building (check all that aPP1 9Y) Lot # ~I if" T `L8 N; R zp tn/ LJ r or 2 Family Dwelling- Number of Bedroom ~f 1 ter. ~~gg F'r1QGl ~ Subdivision Name ❑ Public/Commercial -Describe Use Block # S OQ,.wi, ~l C-Y'OpC Be4, ❑ State Owned -Describe Use " ~ A- ❑ City of CSM Number ❑ Village of L,em III. Type of Permit: (Check only one box on line A. Complete line B if applicable) Town of 'r PO~. A. New System Replacement System ❑ TreatmenUHolding Tank Replacement Only Other Modification to Existing System (explain) B. ❑ Permit ❑ Permit Revision ❑ Change of Issued Renewal Before ❑ Permit Transfer to List Previous Permit Number and-bate Issued Expiration Plumber New Owner _ IV. T )e of POWTS S stem/Com onent/Device: Check all that a ly 7Z S /~g~/~ 7~ ❑ Non-Pressurized In-Ground Pressurized In-Ground ❑ At-Grad e ❑ Holding Tank Other Dispersal Component (explain) ❑ Mound > 24 in. of suitable soil E] Mound < 24 in. of suitable soil l~Pretreatmeni Device (explain) f V. Dis ersal/Treatment Area Informa ion: A Design Flow (gpd) Design Soil Application Rat I t'LQS , D . e(gpdsf) Dispersal Area Required (s Disper al Area Pro o s ~ / -3 P f) Syste Elevation VI. Tank Info Capacity in l ~ /b S ~j 3 2 Gallons Total # of Manufacturer r /fir / ❑ Gallons Units AP,(/ New Tanks -G ( z cu Existing Tanks m ~ o F.. c, V~ a v U u Septic or Holding Tank ~CI rbCS n yo U m~ Dosing Chamber ❑ ❑ ❑ a Do N u s ° VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POW S shown on the attached ❑ El Plumbers Name (Print) Plu s S' e plan s. G MP/MPRS Number Business Phone Number Plumbers Address (Street, City, State, Zip Code) 2 Z N9230 q y s`~, 5~ y M -Ssy O Z Z Vil . Count /Department Use Only v~ 1 ~uJ Approved -Disapproved t Permit Fee ~j Date Issued _ Owner Given Reason for Denial S - 7 I wing Age ig re 1 9n~[j~pproval/Reasons for Disapproval 1. Septic tank, effluent fllter and GWr-- dispersal cell must be._s►vice~l,Lmaintained as per management plan provided by plumber. 2. All setback requirements must be maintained 5i C:eCjasuS-usio>z a c plans for the syste and sub r to the Co tr onl ~ n` SV USto►~ Trees I ~j U~ PV~~s~ 181/2x 11inches ~ip~si~/ f,S ~ l/tt'I k~'1/'1.~r ~:fG~Gt/ ~a✓4 wat~~ -7 (9 ee P SBD-6398 (R. 01/) Valid thru 01/10 ~nsfl StAt-+ V4, G4,t,~ 11s-"- pErnaTNrg~~ Safety and Buildings °~ytiz' °N 3824 N CREEKSIDE LA ° D HOLMEN WI 54636 3 S K Contact Through Relay P S y www.dsps.wi.gov/sb/ www.wisconsin.gov A~OssroNA~s~~ Scott Walker, Governor Dave Ross, Secretary December 06, 2012 CUST ID No. 225451 ATTIC- POWTS Inspector PAUL C J STEINER ZONING OFFICE STEINER PLUMBING & HEATING ST CROIX COUNTY SPIA N8230 945TH ST 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 12/06/2014 SITE: Jonathan M Seltzer Revocable Trust Identification Numbers Saint Croix Beach Transaction ED No. 2178392 Town of Troy Site ED No. 786316 St Croix County Please refer to both identification numbers, S23, T28N, R20W above, in all correspondence with the agency. Lot: 1, Subdivision: Saint Croix Beach FOR: Description: Three Bedroom Pressurized In-ground Drip-line POWTS w/pre-treatment unit Object Type: POWTS Component Manual Regulated Object ID No.: 1403141 Maintenance required; Replacement system; 450 GPD Flow rate; 28 in Soil minimum depth to limiting factor from original grade; System(s): Drip-Line Dispersal Component Manual SBD-10657-P (N.6/99); Fusion 0 Aerobic Treatment Unit, Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code CnjZditlD 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, APPRO)l stats. The following conditions shall be met during construction or installation and prior to occupancy or use: DIVISION Of SAFETY A Reminders SEE • A sanitary permit must be obtained from the county where this project is located in accordance with the CORRESP requirements of Sec. 145.135 and 145.19, Wis. Stats. • The application for a sanitary permit shall be accompanied with documentation that the master plumber or master plumber-restricted service who is to be responsible for the installation or modification of the POWTS, has completed approved training on the proposed POWTS technology or method or has documentation that approved training will be provided during the installation of the POWTS. • The application for sanitary permit shall be accompanied with legal documentation of all the components requiring servicing at an interval of 12 months or less shall be recorded on the deed for the property. If this is not present, a sanitary permit can not be issued.o(L • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. h PAUL C J STEINER Page 2 12/6/2012 • 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. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. / • The existing POWTS shall be properly abandoned per SPS 383.33, Wis. Adm. Code. ✓ • 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. Owner Responsibilities: • 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. • The owner of the POWTS shall be responsible for ensuring that the operation and maintenance occurs in accordance with this chapter and the approved management plan under SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • 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. 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 and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required S 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Gerard M Swim Please Include a Copy With Your POWTS Plan Reviewer, Integrated Services Payment Submittal. (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm WiSMART code: 7633 j erry.swim@wisconsin.gov cc: Charles L Bratz, POWTS Reviewer II, (608) 789-7893 , 7:45 am - 4:30 pm Monday - Friday Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety & Buildings will be modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety & Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. STEINER RECEIVED PLUMBING•ELECTRIC•HEATING INC. Nov 2 G 2012 N8230 945th Street 13AFETY & BUILDINGS River Falls, WI 54022 715.425.5544 1 Fax 715.425.8818 1 steinerinc.net Jonathan Seltzer 5021 Vernon Ave. #155 Minneapolis, MN 55436 Site Location: Lot 1 S23 T28N R20W Saint Croix Beach Town of Troy, Saint Croix County, WI Table of Contents Index and Title Page Page 1 S. Data Worksheets Page 2, 3 tally System Cross Section Page 4 System Installation Page 5, 6, 7, 8 VED System Maintenance Page 9, 10 ,D BUILDINGS System Management Page 11, 12 Pump Tank Cross Section Page 13 NDENCE Pump Specifications Page 14 Pump Curve Page 15 Filter Specifications Page 16, 17 ATU Fusion Zoeller ZF450 Page 18 Plot Plan Page 19 Master Plumber: Paul C.J. Steiner, MP#225451 X C` Paul CJ Steiner November 14, 2012 24 HOUR DEPENDABLE, QUALITY SERVICE i_ it kYO. s Job :i..,.._...:.! . - - Description: Con - °a - tact. ;.1 Prepared , . , , _ - - 2 _ Date. _7 'I Please fill m the dfiaded - - _ - _ • areas:and down meaus~ ' - - - spree eet serves as a grade; and rs not a co fete h eihc dear `F~.. h}K: m• {,$4: yy -3Fleld FEloW 9'.T il'T k ¢t1.~:yi a }°wN .'i1 N 1w:R M z'hKh Works Meet . Y• 6:~ y`f„ 'aJ 'tF4Y'2 ,gF ~y t'"{ti C":ji-w. •X6:i F:N fiTotal field ` Total Quantity of effluent to be disposed Der day allows / day ;;450 Hydraulic loading rate :fls'J' - 'ai.8 gallons / .ft / day - ' .D Minimum Dis rsaI Field Area 563 square fL Total Dispersal FieldAr = 'tl{_?-c;,:'i625= square fL Flow per zone NumberofZones zone(s) Dispersal area per zone 625 square fL Choose lines between WASTEFLOW lines g Choose emitters cin between WASTEFLOW emitters :i ft Total linear A per zone (minimum required) 313 R per zone Total number of emitters per zone 156 emitters per zone 5 Select Wasteflow dri line (16mm) Wastetlow!PG=lf2gpli driline Pressure at the beginning of the dripfield Feet of Head at the beginning of the dripfield . 462 g What is the flow late per emitter in gph? . ' . 0.53 tj2b: Dose flow per zone 38 gp Note: A few States or Counties require additional flow fnrflushing. Pte our local regulations. Flush velocity calculation below Is for PC dripline. Classic dripline requires less flow to flush than PC. Please refer to Geoflow's spreadsheet "Design Flow and Flush Curves- at www,geeflow.com or call 800-821 Ifrequired,choose flush velocity fUsec How many lines of WASTEFLOW per zone? : 5 Imes -the Fill in actual- length of Longest dopline lateral. Flush flow required at the end of each dripline 0.37 m Total Flow required to achieve flushing velocity 1.85 gpm UTotal Flow per zone- worst case scenario 3,23 9pm Select Filters and zone valves tttk' Select Filter Type BioDisc Filter { Recommended Filter (item no.) BioDisc-150 1.5" Disc Filter. 0-30gpm i Select Zone Valve Type i. o-i Eleotiic Solenoid - Recommended Zone Valve (item no, 0 0 Dosing I Number .of doses per day / zone: a„ 12 doses Timer ON. Pump run time per dose/zone: f 27.10 mins:secs I ` 3~ = 37 . ~ e(L1 r j2_ Timer OFF-Pa -offtime.between"doses - - 1132 hrsmrins J Per Zone - Pump run time per day/zone: 526 hrs:mias All Zones - Number of doses per day / all zones 12 doses /day Geoflow, Inc. Wasteflow Design Spreadsheet V.2003H 1TJ412012 J R _J Y J _ r712412009 Job Descri tiom Contact: red b . Data: cr.urge,Hr.'7'""fi:nsxfs}.`e?Fy?;'tr+~iS.k-.'••,.rrx::~a~..!Ftt4;::C~'`~":'sz• w,r~;}s.-r._...a-e;azre:x+}s,ssynnsx_{rmn~ 'Fi.•+c:vara_rl-_+oL •3>:^fib,.i;%eiir.~•c+~:_r~~e:r'~'a'ris3ux:a`-.:u,_•~~:?"u,?•~i4it?'-'•„~;+~•:_~~?f~vr6im&~~ai`.^::_a. :cl~::~tea:'~3 Pressure losses may be grossly overstated, pardwjwiy if designieg whit WASTEFLOW Classic The letters on the diagram(right) match the letters in section 2 below. Section 1 - Summary from Worksheet 1 Flow required to dose field 1.38 gpm Flow required to flush field 1.85 gpn Flow required to dose & flush field 3.23 m Filter BioDisc-150 No. of Zones I zones Oil alve WasteflowPC-1/2gph o longest lateral 39.00 ft. Section 2 A. Flush line-Losses through return line i Length of radon lino . Size of flush lino in inches Atanjk ,ff- inch Equivalent length of fittings Ro ft. f ? Elevation change. (ifdownhiil enter 0) ` (2p 19. 2 Pressure loss in 100 ft ofpipe 10. R. 4.41 si 7 7 v Totalprusure loss rom end oJdripline to retu5.6 ft 2.42 psi B. Dtipline - Losses through WasteRow dripline Latgth of longest dripline lateral 39 X L t Minimum dosing pressure required at end ofdripline .to R, mr i si Loss through dri line during flushing 1.13 R. 0.49 psi m I - {C O ; F , i~ .Total mGrlmum required drt line pressure 24.23..J3 . 0.49. psi.. Qpk k1-2A, Y'vJ~.'}~ A+B. Minimum Pressure required at beginning of dripfield 1 CALCULATED pressure required at beginning of dripfield 29.83 A 12.91 psi SPECIFIED pressure at beginning of dripfield (from wort 1) 46.2 ft. 20.00 psi Gread SPECEW Pressure is greater than CALCULATED Pressuro requirement. Go to next stop C. Drip components- Losses through headworks Filter 4.6 fl 2.00 psi Zone valve pm=e loss (not in diagram) psi Flo'w'meterpressiire,loss(notWdiagram) --245---psi---- Other prossweloases cry' ;`t t _ psi Total loss through drip components 10.27 ft 4.45 psi D. Supply line- Minimum Pressure head required to get from pump tan 4o top of dripfield Size of supply line in inches : ^:ad1fl- 1 :sc,_xi~: in !?V n r ~-a r k Q J ~P_-~ Length of supply line ii fl33 ft 64 /Equivalent length of fittings ~u i~ (7 2 QTU"Q R c ? height from pump to tank outlet "~crr a" 2 7 f i t ' i c 2 t i ' Elevation changes ifdownhillenter 0 'u°?i"bp=g Q (`J d•sZVybt~ tt,1-u'ti'~, y,.yt 1 Pressure lossIgain in 100 ft. ofpipe 0. R. 0.01 psi - -fig 1 S s I ✓`L 1'. dr' & 1 'tl C~ I 19 i Total gain orloss from mp to fold _ 2.39 psi 26.83 psi d1% 3.2 gp/✓l Note: Pump capacity flow assumes flow in dripline does not change during a dose cycle. With Wasteflow For more accurate flows please see Geoflow's Flushing worksheet If you need assistance designing for this additional flow, please A. See 000flow, flushing worksheet or Geoff, InanPUmp Sekd~onWoOrks2e~ _ r w _ C+~' _x ~~~.ty~Cy1 ~,ri` :4TFt,~ sJ . „~~j.•an~Y;•~•••••. ~,e ..`.t. :'f Wit,, y •'3'.''It :~1A".'°`...+: l•~WASTFFLOW dsptns, • . .;1' Ij 2R3 Par-hg (tip1=4 moot PVA Leeblp tYC to • dipktt aoopler. wro Obed nle float osia i 31! 'sip Aftg. GFO 7S con PiaGdewastream'efmlef~ ~/P~. ~ 7 Fbn Iwtfi - ' • ' ' .ri'n'ip lath.` ~ • f ~ robs f~lertiFb" or a 689.2 . s_ • tsol b scab Fsnh ~'n - i.. r' . el y i i f f 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 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. 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 F79 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. 18 5 X19 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 dtipline 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 .p FittinZa Installation 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 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 HEADwoxxs. 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 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 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. 20 1 0~- 19 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. INSTALLATION METHOD * ADVANTAGES DISADVANTAGES • Slow a Hand Trenching* ' Handles severe slopes and confined areas • Labor intensive g* • Uniform depth • Disrupts existing turf and ground • Back fill required • Depth has to be monitored closely h) Oscillating or vibrating plow • Cannot be used on steeper . Use the type that inserts the slopes(>20% ) • Fast in small to medium installations dripline directly in place, not one • Minimal Requires practice to set and operate that pulls the dripline through • Minimal ground disturbance • No need to back fill the trench adequately the soil. • Tends to "stretch" pipe. Shorter runs are required c) Trenching machine: Ground ' Faster than hand trenching • Slower, requires labor Hog, Kwik-Trench, E-Z ' May use the 1" blade for most • Disrupts surface of existing turf Trench* installations • Back fill required • Uniform depth • Fast • Little damage to existing turf because of d) Tractor with dripline insertion the turf knife tool - see diagram 2. • Minimal ground disturbance The installation tool is designed • Does not stretch drip line specifically for this purpose. • Adaptable to any tractor • Fastest. Up to four plow attachments e)Tractor mounted 3-point hitch with reels insertion implement • A packer roller dumps back soil on top 'Suitable for large installations only 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. Diag. 2 Installation Tool as` rr Ti:" ~~t9: 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/1 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. Ct ~tq HOME 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 1/2" diameter drip tubing installed at a shallow depth of 6- 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: a Establish landscaping (preferably a grass cover) immediately. This will stabilize the soil and allow for the grass to take up the water. a Do not discharge sump pumps, footing drains or other sources of clear water to the system, except for the effluent discharge from your treatment system. o Maintain all plumbing fixtures to prevent excess water from entering the dispersal system. 0 Do not drive cars, trucks or other heavy equipment over the drip dispersal field. This can damage the drip components or the soil and cause the system to malfunction. Lawn mowers, rubber wheeled garden tractors and light equipment can be driven over the drip field. a Do not drive tent stakes, golf putting holes, croquet hoops etc., into the dispersal field. o Contact your service company if your high water alarm should sound. The pump chamber is sized to allow additional storage after the high water alarm sounds but you should refrain from excessive water usage (i.e., laundry) until the system has been checked. a 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. 24 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page l1 of~ FILE INFORMATION SYSTEM SPECIFICATIONS Q Owner Z ~b 0~.11rr GW1 rj FTank Manufacturer: ❑ NA Permit # ptic ❑ Dos e ❑ Holding Volume: L dU0 (gal) o ( I j DESIGN PARAMETERS Manufacturer: NbrWC` C0 ❑ NA Number of Bedrooms: 3 ❑ NA ❑ Septic L?(Dose ❑ Holding Volume: fj DD (gal) Number of Public Facility Units: NA Vertical Distance Tank Bottom(s) to Service Pad: (ft) Estimated (average) Flow : 3 v 0 (gal/day) Horizontal Distance Tank(s) to Service Pad: (ft) Design (peak) Flow = (estimated x 1.5): C~0 (gaUday) Specific servicing mechanics must be provided if vertical is >15 feet or if horizontal is > 150 feet. Specific instructions to be provided on back. In Situ Soil Application Rate: g (gal/day/ftZ) Effluent Filter Manufacturer: s, Yh dard (Domestic) Influent/Effluent Monthly average Effluent Filter Model: g ❑ NA Fats, Oil & Grease (FOG) <30 mg/L Bloche Oxygen Demand (BOD5) <220 mg/L [I NA Pump Manufacturer: 20¢~~~~~,/ ❑ NA Total ended Solids (TSS) <150 mg/L Pump Model: 5 High Strength Influentttffl t Monthly average Pretreatment Unit OG) >30 mg/L Manufacturer. (BO >220 mg/L ❑ NA ❑ NA (TSS) >150 mg/L 1211mechanicall Aeration El Peat Filter Pretreated Effluent Monthly average El Disinfection El Wetland ❑ Sand/Gravel Filter ❑ Other: (BOD5) s30 mg/L Soil Absorption System (TSS) <30 mg/L ❑ NA Fecal Coliform (geometric mean) _5104 ❑ In-Ground (gravity) ❑ In-Ground (pressure) ❑ NA Maximum Effluent Particle Size 36 in dia. ❑ NA ❑ At-Grade ❑ Mound Other: i~rDrip-Line ❑ Other: ❑ NA Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Pump out contents of tank(s) ❑ When combined sludge and scum equals one-third (X) of tank volume ❑ When the high water alarm is activated Inspect condition of tank(s) At least once every: D month(s) (Maximum 3 years) ❑ NA Inspect dispersal cell(s) tAt least once every: ❑ month(s) (Maximum 3 years) ❑ NA year(s) Clean effluent filter least once every: ~.y month(s) C{/YlQ ❑ NA Inspect pump, pump controls & alarm least once every: ❑ month(s) ` ❑ NA E7year(s) Flush laterals and pressure test At least once every: 4 ❑ month(s) ❑ NA .J6 A, 16 Other: Wyear(s) At least once every: p year(s) s) ❑ NA Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and soil absorption systems shall be made by an individual carrying one of the following licenses or certifications: -Mastar -Plumber,- Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer or Septage Servicing Operator (pumper). 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 a check for any back up or ponding of effluent on the ground surface. The soil absorption system 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 treatment tank equals one-third (X) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator (pumper) and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 30 days of completion of any service event. GMW-005 (02/05) lIM START UP AND OPERATION Paige of _ i For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other chemicals or sediment that may impede the treatment process and/or damage the soil absorption system. If high concentrations are detected have the contents of the tank(s) removed by a Septage Servicing Operator (pumper) prior to use. Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these conditions is not recommended, as the excess wastewater will be discharged to the soil absorption system in one large dose causing an overload that may result in the'backup or surface discharge of effluent and damage to the system. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator (pumper) prior to restoring power to the pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank. System start up shall not occur when soil conditions are frozen at the infiltrative surface. Do not drive or park vehicles over tanks or the soil absorption system. 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 treatment tanks and soil absorption system: acids, antibiotics, baby wipes, cigarette butts, condoms, cotton swabs, degreasers, dental floss, diapers, disinfectants, fats, foundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat scraps, medications, oils, painting products, pesticides, sanitary napkins, solvents, tampons, and water softener brine discharge. ABANDONMENT When the. POWTS fails and/or is permanently to of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with s. omm 83. 3 cons Administrative Code: All piping to tanks, pits and other soil abs rptiori systeis 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 (pumper). 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 the time of their permit issuance. la A suitable replacement area is not available due to setback and/or soil limitations. If the soil absorption system cannot be rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort. ❑ 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 ___TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK r FFICIENT OXYGEN TO SUSTAIN LIFE. NE1/E.R ENTI=R ANY TANK UNDER ANY CIRCUMSTANCE- DEATH MAY RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK MAY NOT BE POSSIBLE. ADDITIONAL INSTRUCTIONS: POWTS INSTALLER POWTS MAINTAINER j ! Name 5-fi0tri V ktr"tiq ~ tf V-, Name j elyley /G(l+aDlh' ¢ ~~a z~fG Phone 715- Ala ,shy Phone 7/3~ 1/3 - SHy SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name n QT'Y' At n ~ !"01 G 41u rI x o ' Phone 71 - Y2-15, _10 AT Phone 5' - 3S& 90 This document was drafted by the staffs of the Green Lake, Marquette and Waushara County POWTS regulatory agencies in compliance with sections Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. 2-11 Vent ? CC. . Boy rN LET ) ,4 p..rox. 60 D;a A tC -l-2 0.270 farm - yr B Pef rn C P e - 1 ,~'P£5.....~~.~..~~T_•'Of~~T~NK f-'1.~~~...~C~~"O~S~A~"S' . vs< SPIiC71'ICATIDNS ~ ~ ~ ~ _._.......__........r_......_._....._......_.._ Manufacturer : m C4 Tank material: g Manufacturer: nD Tank size;,`. Model Number:. Ciillona Switch. Type CAPA-CITIES....... Total Dygataic Mead 2 SQQ Pump °Diachar`.a (PA6e- A " o2-7, AlL 5`! or 1O Total Daily Effluent: . B CAllons or N u n b c r of Dopes : Ga Ions y y a•7 Gallons Dose Vclume;• Per Day D ° o Z " a .r - 70 5 .,....C a l l o n s Notes: Gallons . leZo Lallans l • Sec pump curve for additional performance i•nrormarion'. _2 ~ . _._1'u m_p..._a nd...a l_n.rrn _..n.r_e.....t..o...b.e.......~...... ALARM inatd3la ct on saparat^. circuit all per. ILIIR 16.19 VAC. Hnnufnciurhr;at t H on c l )l y l er umber; w lot Swt C-Ch Type. /per QWVTY/ VA-fR9 SECTION: 2.20.045 FM1502 / 1211 here reflects m ditipresented \ ® Supersedes here reflects conditions at time IVZI"~ of publication, Consult factory © 0710 regarding discrepancies or inconsistencies. MAIL T0: PO. BOX 16347 • Louisville, KY 40256-0347 visit our web site: SHIP T0: 3649 Cane Run Road • Louisville, KY 40211-1961 (502) 778-2731. 1(800) 928-PUMP- FAX (502) 774-3624 www zoeller°com COMPARE THESE FEATURES • Durable Cast iron construction 140/4140 & 145/4145 Cast Iron Series • Model 140 features a Non-Clogging engineered (For Pump Prefix Identification see News & Views 0052) thermoplastic vortex impeller design and passes spherical solids "FLOW=MATE" Model 145 features an engineered thermoplastic single vane impeller design and passes'/<" spherical solids • Motor - 60 Hz, 3450 RPM, oil-filled, hermetically FOR SEPTIC TANK -LOW PRESSURE PIPE (LPP) sealed, 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 SUBMERSIBLE • Stainless Steel lifting handle 1%" NPT DISCHARGE • Upper sleeve and lower ball bearing running in bath of oil • 20 ft. UL Listed Neoprene cord with molded plug cap and ground wire - • 11/" NPT vertical discharge Model Model 1ao and BN145 45 and 145 • BN and BE models include a variable level float single seal Single Seal switch and I%" X 2" PVC adapter fitting Pumps Pumps • Operates at temperatures to 130aF (54aC) in effluent or 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 ordosing timers with nonautomatic pumps. ~r ® C CIO us Model 4140 Tested to UL Standard UL778 and 4145 i and CerdOed to CSA Standard C222 No. 108 Double Seel ® Pumps PUMP !O. POWDER MAID TO. Po. Box 16347 COATED Louisville, KY 40256-0347 TO11QrN" SHIP TO. 3649 Cane Run Road I(- ) Louisville, KY 40211-1961 ti (502) 778-2731. 1(800) 928-PUMP MODELS AVAILABLE FAX (502) 774-3624 • Automatic (Models BN & BE) • Nonautomatic Z Manufacturers of... • 1 HP, 1 Ph 115V or 230V (140/4140) • % HP,1Ph 115V (145/4145) O® QZIW17Y 1'gUMP9 SINCE lf39 " © Copyright 2011 Zoeller Co. All rights reserved. Iy t~ TOTAL DYNAMIC HEAD/FLOW PUMP PERFORMANCE CURVE PER MINUTE MODEL 14014140114514145 EFFLUENT AND DEWATERING 7s 3 710 6 5118 ~ ~ d 518 MODEL 140/4140 145/4145 29 05 Fast Meters Gel. Liters Gel. Liters - 329132 5 1.5 86 326 61 232 ° 0 10 3.0 80 303 6o 228 + 65 15 4.6 73 276 56 213 0 0 so 20 6.1 66 250 53 201 t8 - 25 7.6 59 223 49 186 1112 11112 rn 7 s 30 9.1 49 185 45 171 14 45- 40 122 28 106 35 133 12 m 50 152 - - 26 99 60 18.3 - - 16 61 10 Shut-off Head: 50 8.152m 7411.226m e 25- 121 3132 150090 -T is 4 d 532 tp SKI 524A 2 ° 741 140.' 4145 414D 0 t 20 °0 40 W s. • a 04LiDlb Wd/ 111819 p pp 16p 240 57p ° FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS 65116 • Electrical alternators, for duplex systems, are available and supplied with an alarm. 4518 • 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. 0 320132 • 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. o 0 • Sealed Qwik-Box available for outdoor installations. See FM1420. 112 p„n • Refer to FM0806 for applications above 130"F (54"C). 14014140 & 14514145 MODELS • SINGLE PHASE Control Selection Model Model Volts Mode Amps Simplex Duplex N140 N4140 115 Non 12 1or2 3 E140 E4140 230 Non 6 1 or 2 3 16116 BN140 BN4140 115 Auto 12 BE140 BE4140 230 Auto 6 * - N145 N4145 115 Non 13 1 or2 3 40 SK1524B E145 E4145 230 Non 6 1 or 2 3 BN145 BN4145 115 Auto 13 - BE145 BE4145 230 Auto 6 - SELECTION GUIDE *Single piggyback switch included. 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 FM1228 for correct model of simplex • Made of durable, noncorrosive ABS. "Easy assembly" control panel. (pump & discharge pipe • Raises pump 2" off bottom of basin. notindudw.) 3. See FM0712 for correct model of duplex • Provides the ability to raise intake by adding control panel. sections of 11/2" or 2" PVC piping. o cnuTloN • Attaches securely to pump. wllnsmlleaonofrtrda,rJrMettlandsa,Idwldnpahouw • Accommodates sump, dewatering and 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. 0 Copyright 2011 Zoeller Co. All rights reserved. 16 rO W R) -rl H - r rTl w td _ n d r- 7 \ D Irl 4 -9/70 I .x 0 CD -0 Fri H -TI ~ O 70 M r w a -ai _ c~Z z L I, -9 y o 70M zz N _ -I IU U TI 3 MmGl~l I- W D O > M a a -~-~~<< o 3r td ru in. o(~D qp ~ vj r Iv m m r - #GEOFL F ' BioDisc Filter Description Specification The BioDiscP'K 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 Georhieaa 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. Designed for applications with high organics, the micron. The two piece body shall be capable of being serviced by untwisting and shall include an O-ring seal. Georhield® 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 11ZP'T. The OF can be placed in line, and requires manual cleaning. disc filter shall be part number BioDisc_ as supplied by Geoflow, Inc. Inlet/ 1VIaz Max Max Fart No Outlet Filtration Flow Pressure Ternp Surface Filtration bs. _ diameter Rate er Filter PSI C1a ~ngth Area size Ibs. BioDisc-1.517 1.5" 30 gpm 145 si P 140 12" 72.7 sq. in. 120 mesh 3.3. 335ft. 130 micron BioDisc- 2F 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 4 p o Pressure Loss 2" Disc FIlter y 8 -4 3 6 4 k H 2 Fo a. 0 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 BPm ■ Geoshield® is a registered trademark of A.I nnovations. % !-7 Lid Recirculation Line Sludge Return Line NSF Storage Chamber Certified to NSFIANSI Inlet Pipe Standard 4 40 ' 4" PVC Outlet Pipe SCH 40 l 4" PVC C: SCH 40 Tank - Compression Aeration Chamber Molded Fiber Floating/Circulating Reinforced Plastic Filter Media - "Fluidized Bed" gyp' Invigorates aerobic bacteria Sedimentation Chamber - Anaerobic Chamber - Separates bulk organisms adhere to fixed solid and grease film media and digest waste waste Lids included. Risers must be ordered separately. Application: Residential/commercial wastewater secondary treatment Treatment Unit Types: 5250-0001 450 GPD 5250-0002 600 GPD 5250-0003 800 GPD Actual Values Waste strength reduction*: Chambers Volumes (gallons) 9 mg/I CBODS 9 mg/I TSS Model ZF600 Bfl~ *Based upon residential strength waste and NSF/ANSI Std 40 performance evaluation. Sedimentation Chamber 1311 184 25$ Anaerobic Chamber 263 371 626 Material: Aeration Chamber 80 98 132 All materials are noncorrosive in the septic environment. Storage Chamber 73 94 129.5 Media never needs to be removed or replaced. e. Total 545 747 48 r Easy to install or retrofit: Fusion® Series Treatment Systems are compact, efficient, Inflow in gallons/day 600 $b0 and designed to be installed in a typical residential/ commercial environment. Size: Width in inches 4,4 49 Proven Technology: Length in inches 5sa 96 . 74 Fuji Clean Co., LTD initially developed their wastewater Height in inches 66 Jokaso treatment system in 1969. With decades of Weight in pounds 46$ 639 . refinement, the Glarus Fusion® Series has been optimized to treat residential waste. Maintenance: The system requires semiannual maintenance and will be provided with maintenance contract information. Maintenance The Fusion® Series Treatment Systems provider is dependent upon geographical location. represent a collaboration with Fuji Clean Co., Ltd. © Copyright 2011 Glarus Environmental. All rights reserved. ~ 8 try Zoeller Onsite Page 1 of 1 L 1ir0u1e40n iJleanin Port Baffle Air-lilt Pum 7 Info v/ ___L Effluent Baffte Sulu a return +r=1~__ _~ft Punt Backwash Meta i Tip 11t . Re-circulation Wallp 'in Ef.0 Ant ai C Bin. tone 0r cont~ pad ~Rt2kc Nation Wall0 eni 0lcuvasn MteOhanism fi~ Fusion Interior Sketch http://www. clarusenvironmental. com/ImageDisplay. aspx?ProductlD=3 97&ImageName=... 11/29/2012 Zoeller Onsite Page 1 of 1 S ROUND AIR RELIEF VALVE BOX SALVE PEA GRAVEL _ - o 1" FPT COUPLER o & NIPPLE (IF NEEDED] PVC PIPE & FITTING szzs DETAIL "A" TYPICALAR RELIEF VALVE CONNECTION Typical Air Relief Valve Connection Zoeller Onsite Page 1 of 1 9'Q° DRIP LINE FITTING DRIP LINE DETAIL "B" TYPICAL GRIP LINE LOOP CONNECTION Typical Drip Line Loop Connection h+hrc•//~lonco nla~rc~ha~rl nnm/Tm~naTlior~~ov oo+w7prn~nntTTl=27QArTmo(*aT~Tomc=o~rn4nH7 i 1 1 /'~~/7(~~'~ Wis. Dept. of Safety and Professional Services SOIL EVALUATION REPqRT- ± Page _1L of Z Division of Safety and Buildings in accordance with SPS 385, YVis., ► dtrl. Code T County t3 i Attach complete site plan on paper not less than 8 1/2 x 11 i tZktes hi size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direptio~and Parcel I.D. percent slope, scale or dimensions, north arrow, and Iocatio0 and distan(*4o Nearest road. QL~ b- 1 f 5Z p--• 000 Please print all informatic(p viewe Date Personal information you provide may be used for secondary purposes 4~4VsL'i s 15.04 (1) (m)). / Property Owner Property Location beN.a M. 5e14- ear cvocoi;,1q' ra, Govt. Lot S Z3 T ?-S N R 20 E(or Wo Property Owner's Mailing Address Lot # IBlock# Subd. Name or CSM# SO2~ tr- o►~ Ave , 55 2 1,44 m- r Re.92aA City State Zip Coe Phone Number ❑ City [3 Village Town Nearest Road IY4;r7#1C41R,1;3 M/ ~kt ( ) /~`Q 0o/!° OQd ❑ New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD 1W Replacement . ❑ Public or commercial - Describe: Parent material /A G;a1 ow-%4 as k Flood Plain elevation if applicable to177- ft. General comments S CYD (~'✓~Y and recommendations: Boring ® Boring # Pit Ground surface elev. ?3 ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPDfft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. " ff#1 102 6-4 /9193 2- !5i l 7-r+ Ar rn'mc'- C5 a-p 0.(, 0.V 0.7 J - .SYR~' -rs d-►~ o. 5 . o 5 ZS 7.-6Yjz d 6 -C-50 Fv-21 Boring # ❑ Boring 9 Pit Ground surface elev. G,Y ¢.?fLO ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 102 IDY2 Z 3J 21"nAr n~4-r vl'- f~.lo 0.$ -ZS I o R G 10 r. 51 `Ik ~J I m 0.4- a.? -S g- Zit -3Z 7-:5 Y9 414P c Z M- bk a( s 0 is b. 2 0.3 ri2uny 3, 4 /e ea t 5"rc * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number 2"rod / Z50 `9 Address Date Evaluation Conducted Telephone Number 1rts+fi 5 Co. 123 5• :Y' J Fills- W:r oZ2 I--~' /Z ?IS- 71-3 SBD-8330 (Rl l/11) Property Owner'To M 5s.f1FrC,•- e~eca c Parcel ID # 01116 j1 30 ^ 000 Page Z of Z. F-s] Boring # Boring Ia Pit Ground surface elev. 4,944 3 ft. Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence Boundary Roots GPD/ft a in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 * 02 2 R 31?- k M"X.- c5 4-9 0.4 0.ao 3 q-Z.2 / oYR4 A. Z V-n9 v r" 5 I -P 0-(' 1.0 lez-1 7).5;YR4• G - G rw,c~l7~ 5 CJ. 4. .1 f-° - ri Lns' 3 1140c -Some 2"- 5" rock ~ ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence boundary Roots GPD/ft z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. * ff#1 * 02 ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure onsistence boundary Roots GPD/ft Z in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ff#1 102 * Effluent #1 = BOD , > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = SOD 5 < 30 mg/- and TSS < 30 mg/L The Dept. of Safety and Professional Services is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, contact the department at 608-266-3151 or TTY through Relay. saD-9330 pti 1/11) 11111 f State Bar of Wisconsin Form 6 - 2003 * y 1 3 INI I III IIII 111111 11111111 8 6 8 2 SPECIAL WARRANTY DEED 2 Document Number Document Name THIS DEED, made between Jonathan M. Seltzer and Susan O. Seltzer, husband and BETH PABST wife ("Grantor," whether one or more), and Jonathan M. Seltzer, "Grantee," whether REGISTER OF DEEDS oncormore). 5T. CROIX CO,, WI RECEIVED FOR RECORD 03/30/2010 10:20AM Grantor for a valuable consideration, conveys to Grantee the following described real SPECIAL WARRANTY DEED 3 estate, together with the rents, profits, fixtures and other appurtenant interests, in St. REC FEE: EXEN I Croix County, State of Wisconsin ("Property") (if more space is needed, please : 13.00 attach addendum): PAGES: 2 See Exhibit `A' attached hereto and incorporated herein by reference. Recording area Name and Return Address Jong; 'v'`'a Seltzer IS W and Road Edina, 55424 040-1152-30-000 Parcel Identification Number (PIN) This is notnotstead p roperty. iss Grantor warrants that the title to the Property is good, indefeasible, in fee simple and free and clear of encumbrances arising by, through, or under Grantor, except: NONE Dated tR &4 M-o► r 3 cri Lt:, o J (SEAL) * *Jo n M. Seltzer (SEAL) * (SEAL) (SEAL) * us O. Seltzer AUTHENTICATION ACKNOWLEDGMENT Signatures} STATE OF MINNESOTA) authenticated on COSY) ss. * Personally came before me on " j at "''`'"W 7 Z d, Zo ( a the above-named Jonathan M. Seltzer and Susan O: Seltzer, husband and wife, to me known to be the person who executed TITLE: MEMBER STATE BAR OF WISCONSIN the foregoing instrument and acknowledged the same. ' (If not, authorized by Wis. Stat. § 706.06) THIS INSTRUMENT DRAFTED BY. *~_szrr„' C i` 4&v...4C ` FREDRIKSON & BYRON P.A. (JNM Notary Public, State of vt L • f 200 South 6t° Street Ste 4000 My Commission (is permanent) (expires: ! Z,o t o Minneapolis. MN 55402-1425 (Signatures may be authenticated or acknowledged Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. SPECIAL WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 6-2003 'Type name below signatures. a a BARRY PEFEATERNALD f30f,41.Doc NOTARYPUBUC-IAINNE 'A T C MY Conm~awon l:apeq Jaa 3' .2C'9 EXHIBIT `A' Legal Description a) Lot One (1), Plat of St. Croix Beach, Town of Troy b) A parcel of land located in Gov't Lot 1 in Section 23, Township 28 North, Range 20 West, more particularly described as follows: Beginning at the North Westerly corner of Lot One Plat of St. Croix Beach, Town of Troy; thence North Easterly 50 feet to the North Easterly corner of said Lot One; thence North 25° 10' West to Lake St. Croix; thence Westerly along the shore line of said Lake St. Croix to a point North 25° 10' West of the point of beginning; thence to point of beginning. i 4399 I.DOC 1 2 of i p p 781643 t~ 1 7 0 8 1 4 193 STATE BAR OF WISCONSIN FORM 3- 1982 KATHLEEN H. MALSH QUIT CLAIM DEED REGISTER (F,O,DEEDS DOCUMENT NO. RECEIVED FOR RECORD Robert H. Payltlar and Mary Paymar, husband and wife 12/06/2004 08:00AM individually and each in their own right QUIT CLAIM DEED EX84PT # 13 quit-claims to Jonathan M. Seltzer and Susan O. Seltzer REC FEE: 11.00 husband and wife as Joint tenants with right of TRANS FEE: _ survivorship COPY FEE: CC FEE: PAGES: 1 the following described real estate in St . Croix County. State of Wisconsin: THIS SPACE RESERVED FOR RECORDING DATA A parcel of land located in Gov I t LOt 1 in F4~3O RETURN ADDRESS .Section 23, Township 28 North, Range 20 West, Hugh H. Gavin more particularly described as follows: aw Firm, S.C. Beginning at the North Westerly corner of Lot One cond Street Plat Of St. Croix Beach, Town of Troy; thence North , WI 54016 Easterly 50 feet to the North Easterly corner of said Lot One; thence North 25 10' West to Lake St. Croix; thence Westerly along the shore line of said Lake St. Croix to a point North 250 10, West of 040-1152-30-000 the point of beginning; thence to point of PARCEL IDENTIFICATION NUMBER beginning. i i ! This IS not homestead property. (is) (is not) I Dated this - day of October, 2004 I' (SEAL) (SEAL) II{ Robert H. P 1i (SEAL) J (SEAL *7 Mary P ymr AUTHENTICATION ACKNOWLEDGMENT Signature(s) Robert N Pat mr and 24ajZL_EaMar State of Wisconsin, I! II ss. I! tk County. ~I authen4dth of OCtob r y Y rs~Q04 Personally came before me this da of , 19 , the above named AtH. Gwin, Gwin Law Firm, S.C. TITLE: MEMBER STATE BAR OF WISCONSIN (if not, It authorized by §706.06, Wis. Slats.) to me known to be the person who executed the foregoing I instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Atty. Hugh H. Gwin Gwin Law Firm S C. ~i 430 Second St., Hudson, WI 54016 " Notary Public, County, Wis. ! ! (Signatures may be authenticated or acknowledged. Both are not My commission is permanent. (If not, state expiration date: _ _ , 19 ) necessary.) - - I • amts of persons signing in any capariq should by typed or printed below their signatures. " - - I! Y it QUIT CLAIM DEED STATE BAR OF WISCONSIN WisCensin LOW Stank Co.. .1"o' Form No. 3 - 1982 PAI aukm. wis. I' q, 2708P y62. -7a164a DOCUMENT NUMBER WARRANTY DEED KATHLEEN H. KALSH REGISTER OF DEEDS ST. CROIx CO.. WI Robert H Pavmar and Marv Pavtnar husband and wife individually and each in their own right RECEIVED FOR RECORD conveys and warrants to Jonathan M. Seltzer and Susan O. Seltzer, husband 12/06/2004 MOM and wife as 'oint tenants with ri ht of survivors hi WARRANTY DEED EXEMPT ~ the following described real estate in St. Croix County; State of Wisconsin: REC FEE: 11.00 Lot One (1), Plat of St. Croix Beach, Town of Troy TRANS FEE: 1410.00 COPY FEE: CC FEE: PAGES: 1 THIS SPACE RESERVED FOR RECORDING DATA NAME AND RETURN ADDRESS: o~ GWIN LAW FIRM, S.C. ` 430 Second Street Hudson, WI, 54016-1510 040-1152-30-000 PARCEL I.D. NUMBER OR G.I.S. This is not homestead property. (is) (is not) Exception to warranties: TOGETHER WITH AND SUBJECT TO any other easements, covenants, reservations or restrictions of record, if any, but this shall not be deemed to extend any such other recorded encumbrances beyond the term established by law therefor. -Fk Dated this, - day of October , A.D., 20 04 ' (Seal) (Seal) * Robert H. P (Seal) (Seal) * M Pa ar AUTHENTICATION ACKNOWLEDGMENT } } Signat4HH. obert Pa nar and Mat Pa_ STATE OF WISCONSIN } authenth' ay of October COUNTY 2004 Personally came before' me this day of 20 the above- Gwin named TITLE R TAE BAR OF WISCONSIN S T (If not, authorized by 0706.06, Wis. State.) to me known to be the person _ who executed the foregoing instrument and acknowledge the THIS INSTRUMENT WAS DRAFTED BY: same. A*'y. HHugh H Gwin GWIN LAW FIRM, S.C. 430 Second Street, Hudson WI 54016 (Signatures may be authenticated or Notary Public, County, WI. acknowledged. Both are not necessary.) My commission is permanent (if not, state, expiration date: -120 ii I l l l l l l l l l l l l l l i l l l l l 1111111 8113539 Document Number Document Title Tx :4090410 969283 St. Croix County BETH PABST AEROBIC TREATMENT UNIT /ATU REGISTER OF DEEDS l ) ST. CROIX CO., WI SERVICING AGREEMENT RECEIVED FOR RECORD 12/11/2012 3:38 PM EXEMPT State Plan Transaction Number - 912 ~374 REC FEE: 30.00 Iwo fo, '2~7- COPY FEE: 2.00 PAGES: 1 Name - (Owner) Typed or printed Being duly sworn, states, under oath, that: He/she is the owner/part owner of the following parcel of land located in St. Croix County, Wisconsin, recorded in Ve ~ . -gage-- Document Number 5Y3 ?0 St. Croix County Register of Deeds Office: Recording Area A parcel of land located in the '/4 of th ' 4/< of Section R-3 Name and Return ddress T ~ N - R W, Town of r k , St. Croix J U>"! SP County, Wisconsin, being duly described as folio s (include lot no. and Cpa~ U~'f^sr~f~ subdivision/CSM or detailed legal description): Iw4 L fqw,~ .42,srrl Lod OY1Q Cl>, /~~~1 ~ o~ S/~ , C vU~ ~r ,Ct~l~• ~ ~G~i~ Y ~ ~~r - 30 Parcel Identification Number (PIN) Agreement Date: As an inducement to the county to issue a sanitary permit for a POWTS equipped with an Aerobic Treatment Unit on the above-described property, we agree to do the following: 1. Owner agrees to conform to all applicable requirements of SPS 383, Wis. Adm. Code relating to Aerobic Treatment Units (ATU) and the maintenance requirements for the proposed POWTS (Private Onsite Wastewater Treatment System) technology. If the owner fails to have the POWTS and ATU properly serviced in response to orders issued by the governmental unit or the Department of Safety & Professional Services (DSPS) to prevent or abate a human health hazard as described in s. 254.59, Stats., the governmental unit (St. Croix County) may enter upon the property and service the tank or cause to have the tank to be serviced and charge the owner by placing the charges on the tax bill as a special assessment for current services rendered. The charges will be assessed as prescribed by s. 66 0703, Slats. 2. The owner agrees to maintain a contract with a licensed POWTS maintainer for the life of the system. The POWTS maintainer will perform periodic inspections and maintenance as required by the manufacturer and the DSPS, including, but not limited to: the blower, electrical controls, and treatment unit operation and sludge depth. These inspections are to be scheduled every 6 months for the first two years of operation and yearly thereafter. 3. The owner agrees to contact the POWTS maintainer immediately upon any malfunction of the treatment unit and to maintain the unit so as to not create a human health hazard as described in s. 254.59, Stats. 4. The owner recognizes that the county, DSPS, or POINTS maintainer may make periodic inspections of the components to complete performance monitoring of the unit. 5. The owner or the owner's agent agrees to report to the department or designated agent at the completion of each inspection, maintenance or servicing event in a manner specified by the department or designated agent within 10 business days from the date of inspection, maintenance or servicing. 6. This agreement will remain in effect only until the county office responsible for the regulation of POWTS certifies that the aerobic treatment unit no longer serves the property. In addition, this agreement may be cancelled by executing and recording said certification with reference to this agreement in such manner which will permit the e , Wmif the certification to be determined by reference to the property. 7. This agreement shall be binding upon the owner, rpe V3pi2119 /end assignees of the owner. The owner shall submit this agreement to the Register of Deeds, and the agreement s r e fstr that will permit the existence of the agreement to be determined by reference to the property where the Aerobient~Up'I~i&~s edZ _ Owper(s) Narpe(s -Please Print N qjjiIXd and sworn to before me on this date: ~1 f~i e ( % Pu~~ 2 Ngfarized Own ~nature(s) ary Public At en nit Official Name, Title - lease Print My Commis on Expires vernmental Unit Official Signatur Drafted by: j j 1911 a Z_P r Personal information you provide may be used for secondary purposes [Privacy Law s. 15.04(1)(m)] "THIS PAGE IS PART OF THIS LEGAL DOCUMENT - DO NOT REMOVE" ? If Ahis information must be completed by submitter: document title. name & return address, and PIN (if required). Other information such as the granting clauses, legal description, etc. may be placed on this first page of the document or may be placed on additional pages of the document. Note: Use of this cover page adds one page to your document and $2.00 to the recording fee Wisconsin Statutes, 59.517. ST CROIX COUNTY PLANNING ZONING December 14, 2012 File#: LU87693 _r Jonathan & Susan Seltzer E 5021 Vernon Ave. # 155 Minneapolis, MN 55436 Code Administration 715-386-4680 Re: Land Use Permit for Replacement POWYS ' in the Ag-Residential and Lower St. Croix Riverway Districts, Town of Troy Land Information &`4 Parcel #23.28.20.586 - Lot 1 of St. Croix Beach Plat Planning 715-386-4674 Dear Mr. & Mrs. Seltzer: Real PropSOy This letter confirms zoning approval according to plans submitted on December 715-386=677 4, 2012 for the following activities that require a land use permit: R71 cling 715-386-4675 To replace a Private On-site Wastewater Treatment System (POWYS) in the Lower St. Croix Riverway District pursuant to Section 17.36.F.2.a.1) of the St. Croix County Zoning Ordinance and standards in Section 17.36.H.9. According to the plans your engineer submitted on December 4th, the 5 proposed project consists of replacing a failing holding tank that was installed in 1978 with a new code-compliant POWTS that includes an aerobic treatment (ATU) component. Staff finds that the proposed activities meet the applicable St. Croix County Zoning Ordinances and the Lower St. Croix Riverway District based on the following findings: 1. The property consists of a 0.16-acre lot, is zoned Ag/Residential, which is located in the Rural Residential Management Zone of the Lower St. Croix Riverway District; 2. On February 15, 2011, a memo from Planning & Zoning Director Dave r ti Fodroczi to the towns of Hudson, St. Joseph, Somerset and Troy provided .p notification of the intent to authorize replacement of existing POWTS in the l Riverway District using both a sanitary permit and a land use permit issued - by state-certified county code administration staff. 3. The proposed replacement POWTS will eliminate the existing holding tank and consists of a 1000 gal. pretreatment tank, a 500 gal. pump chamber, and a drip irrigation dispersal area as shown on the site plan; 4r _T4e,pr_ asedexca cation and stallgt~pnio.r~he tar-ks.,and dd-pi imgat ion Sr CROIX COUNTY GOVERNMENT CENTER • X386,46864686 FAX 1 101 CARMICHAEL ROAD,HUDSON Wi 54016 71 WWW.CO 5A 380 A PZ~CO.SAINT-CROIX. Wl. US wll will result'in pprequied l ately 1000 sq. ft. of land dlsfurbo ecn aria ifin`stalled as prooposed"" §SPS 383.43; 5. A sanitary permit application has been prepared for review and approval by POWTS-certified Zoning staff and the permit will include conditions that the land use permit be issued prior to excaqx~ftion for the replacement POWTS and that an affidavit be recorded to document the maintenance agreement for the ATU ; P 6. Land & Water Conservation Dept. supports the installation of code-compliant POWTS in. the Riverway and has no objections to this specific request; 7. The Wisconsin Department of Natural Resources has been sent a copy of the application and has previously concurred with the Planning & Zoning memo regarding replacement POWTS in the Riverway District; 8. If constructed as proposed, this project will meet the spirit and intent of the Lower St. Croix Riverway District. It will not degrade the scenic, recreational, or natural values of the St. Croix River Valley, nor will it negatively affect the public health, safety and welfare of County residents. This land use permit approval is for replacement of an existing holding tank with a code-compliant POWTS, as indicated in the plans submitted, and as provided in the conditions below: 1. Prior to commencing excavation for installation of the replacement tanks and drip-line irrigation POWTS, the applicants and/or their general contractor shall obtain a state sanitary permit. The applicant may need to obtain a Riverway zoning permit if required by the Town of Troy. 2. Prior to commencing excavation for installation of the POWTS, the applicants shall submit to the zoning administrator a signed copy of the owner and maintenance provider's `'Fusion Series Wastewater Treatment System" maintenance agreement form, which specified scheduled inspection and allows future access for maintenance of the POWTS. 3. The applicants or their contractor shall contact the Zoning Administrator prior to commencing installation of the POWTS to schedule inspections as required in §SPS 383.26 and Section 12.6.A.1 of county ordinance. A completed Fusion Series Treatment System installation and start-up check list must also be submitted to the county for retention in the permit file. 4. Eros-ibn control measures must be implemented during excavation and, upon completion of the POWTS installation, seed and mulch cover must be applied to stabilize all exposed soils in 'compliance with requirements in Section 17.36.H.5a. 3 and 4. 5.. The applicant shall comply with long-term POWTS maintenance and inspection requirements pursuant to §SPS 383.52(1) and Section 12.7.6 of the county ordinance. The ST. CRO/X COUNTY GovERNMENT CENTER i 101 CARM/CHAEL ROAD, HUDSON, W1 54016 715386.4686 FAx PZC>CO. SA/NT-CRO1X W/. US WWW.CO.SAINT-CROIX WI US L •y,det='a n..e. s a g agen will submit an as-built site plan to document actual locafions o POWT components in relation to house, lot lines, and any nearby wells. 6. AIl_activities approved as part of this land use permit shall commence within one year from the date of approval and be substantially completed within two years, after which time ~0 the, permit expires pursuant to Section 17.36 J.7 of the Ordinance. Prior to expiration, the . , applic";4ant may request extensions of up to six months from the Zoning Administrator. The total'-time granted for extensions shall not exceed one year. 6 7. Failure to comply with the conditions above may result in the revocation of this permit pursuant to Section 17.36 J.8.b of the Ordinance. ling, or clearing This approval;; does not allow for any additional construction, grading, sing, filand beyond whatof vegetation beyond the limits of this request. Any remaining site work royal of identifiedxas part of this land use permit application shall be subject to the review and app the Zoning Administrator. Your information will remain on file in the St. Croix County Planning and Zoning Dopartm ations is ,'our responsibility to ensure compliance with any other local, state, o Please feel free to contact me with any questions or concerns. Si T erely, amela Quinn Zoning Specialist as Zoning Administrator Enc: Land Use Permit #87693 Cc: Clerk, Town of Troy Mike Wenholz, Wisconsin Dept. of Natural Resources Dan Kugel, Ogden Engineering Paul-Steiner, Contractor/Agent Jerry Swim, DSPS POWTS Plan Reviewer 57: CROIX COUNTY GOVERNMENT CENTER 7 1 5 886 4 686 FAX 1 101 CARMICHAEL ROAD, HUDSON, WI 54016 715 WWW.C 5 1-6468 F;4 PZC°)CO.SAINT-CROIX wt. US 2) 0 0 CD r-i :E CD 0 Q o m o _ o ~ C Z ° i G 00 -I = C7 o Q n C4 n y O M o -h N n -h ~ n ! 'v • V ■ (D \ ' Y (Y m 2 ~m n O y rMIL o = y o C D C N x' o CL r"L CD D vs cr _ CL 0 o to M •t -o < C M to m CD tA' C O V1' n w 3 su vs CL • lit MI 3- \A 0 2 - w- ~ Q ° ?b d co n - n n 0 Parcel 040-1152-30-000 09/14/2006 04:31 PM _ PAGE 1 OF 7 Alt. Parcel 23.28.20.586 040 - TOWN OF TROY Current [J ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - SELTZER, JONATHAN M & SUSAN O JONATHAN M & SUSAN O SELTZER 18 WOODLAND RD EDINA MN 55424 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH i Legal Description: Acres: 0.160 Plat: ST C B-ST CROIX BEACH SEC 23 T28N R20W PLAT ST. CROIX BEACH Block/Condo Bldg: LOT 01 LOT 1 AS IN VOL 324 P 448 ALSO PT NWLY TO LAKE Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 23-28N-20W Notes: Parcel History: Date Doc # Vol/Page Type 12/06/2004 781643 2708/463 QC 12/06/2004 781642 2708/462 WD 07/23/1997 698/98- 07/23/1997 459/522 2006 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/21/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.160 101,000 216,800 317,800 NO Totals for 2006: General Property 0.160 101,000 216,800 317,800 Woodland 0.000 0 0 I Totals for 2005: General Property 0.160 101,000 216,800 317,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 -P-r-PM,T OF ITISPECTION--INDI:JIDUAL SEWAGE DISPOSAL SYSTEM Sanitary Perm, it • • J r State Septic All 1E TOWNSHIP • t. C oid% County SFpTIC TA1117 • G,xze 0 0 gallons. 'lumber of apartments v' Distance From: Well eft. 12% or greater slope /e7- ft. Building ft. Wetlands f G 11ighwater ft. DISPOSAL SYST ::1 Tile Field or Seepage Pit(s) Dist ce From: Well ft. 12%.or greater slope ft uiv'i ft. Wetlands f FIELD ~ighwater ft. Total length of lines - ft trench ft. Number of dines Length of each line ft• Distance betwee ine ft. Width of the t 1 absor tion sq, ft. Depth of rock below t• e is) t of rocs over-/tile in. Coven _-nver.rock., Depth of tile below grade in. Slope of trench in per 100 ft. Depth to Bedrock ft. Depth to ground water ft. PITS Number of pits tsi a di ete ft. Depth below inlet ft. Gravel a-ro n *i't: es no. Total absorption area sq ft. -Square feet of seep ge trench bottom area required Square feet oi e page nit ea duired . Inspected h*: Approved Date 17 197. Rejected Date 197 PLB670 State and County State Permit Permit Application County Permit for Private Domestic Sewage Systems County *DENOTES STATE APPROVAL REQUIRED /07_C',l S~ Date Approval Received from State if Required State Plan I.D. # A. OWNER OF PROPERTY Mailing Address: B. LOCATION: % Section , T N, E (o W Lot# City Subd' ision Name, nearest road, ke or landmarK 61V# Village n Township C. TYPE OF OCCUP CY: Commercial *Industrial *Other (specify) *Variance Single family Duplex No. of Bedrooms No. of Persons D. TYPE OF APPLIANCES: Dishwasher YES NO Food Waste Grinder YES NO # of Bathrooms-- Automatic Washer YES NO Other (specify) E. SEPTIC TANK CAPACITY Total gallons No. of tanks Holding tank capacity, ~ Total gallons No. of tanks r New Installation Addition Replacement- Prefab Concrete *Poured in Place Steel Other (specify) F. EFFLUENT DISPOSAL SYSTEM: Percola 'on Rate 1) 2) 31 Total Absorb Area sq. ft. New Addition Replacement i System Seepage Trench: No. Lin. Feet Wi th Depth Tile Depth No. of Trenches Seepage Bed: Length Width De Tile Depth No. of Lines Seepage Pit: Inside diameter Li i Depth Tile Size Percent slope of land Distance from critical slope I, the undersigned, do hereby certify that the information I have reported is in accord with Section H62.20, Wisconsin Administrative Code, and that I have sized the effluent disposal system from the EH-115 prepared by the Certified Soil Tester, NAME C.S.T. # and other information obtained from (owner/builder). Plumber's Signature PIMP SW* Phone (D Plumber's Address xcn PLAN VIEW: Provide sketch below of system (include direction of slope and all distances in accord with H62.20, including well). /ice Do Not Write in Space. B w DEPARTMENT USE ONLY Date of Application ees P id: State ~7," Cou y Date Permit Issue d (die) Issuing Agent Name Inspection Yes o Valid* Date Recd 1. county (whit copy) 3. owner (green copy) DIVISION OF HEALTH, P.O. BOX 309, MADISON, WI 53701 2. state (pink copy) 4. plumber (canary copy) Revised Date 6/1/76 f F 229 ~ i f I I 1 ~ I , I C I O I 16 - I ~ I I- I I I I , I I I 1 I I 1 I ~ I I I I , ~ I } 1 I I I ~ ~ 1 • V 0 1 LU N ' 16 I ' I 1 I I 1 N , ~I N ~ ~ ^ I I tit 1 • I I ~ ' I I C • I 1 I I I ' I ~ I I i I I I I I I , 1 I , I `I I i 1 • I I ~ ' I , I I I 1 N I O I I ANN..., State of Wiscoasia DEPARTMENT OF HEALTH AND SOCIAL SERVICES 4 DIVISION OF HEALTH I MAIL ADDRESS, P. O. SOX 709 l MADISON. WISCONSIN 57701 October 12, 1977 STREET ADDRESS 1 WEST WILSON STREET MADISON, WISCONSIN 57702 fI IN REPLY PLEASE REFER TO: SECTION OF PLUMBING I i AND FIRE PROTECTION SYSTEMS Mr. Hugh Gwin 430 2nd Street P ntification No. 77-05010 ' Hudson, WI 54016 • i~ .gyp, 4FJ ~ 7'9;a~ 0 1 ~0 414 4 Dear Mr. Gwin: Re: Holding tanks - two 1500 gallons each Mrs. E. F. McCann Lot 1, Plat of St. Croix Beach Town of Troy, Wisconsin St. Croix County Examination of plumbing plans and specifications for the above-mentioned project has been completed. In accord with Chapter 145, Wisconsin Statues, and Chapter H 62, Wisconsin t Administrative Code, the plumbing plans and specifications are approved contingent upon compliance with the stipulations indicated on the plans And- the following code sections. Please review your code for the requirements. of each code section noted. 1. Our review of the holding tank plan has not been evaluated for structural stability, only for compliance to design requirements of Chapter H 62 of the Wisconsin Administrative Code. 2. The holding tanks shall be maintained and the contents disposed of as required under Section H 62.20 (7), Wisconsin Administrative Code. 3. This approval is granting variance in allowing installation of the holding tanks 15 feet from the building. 4. The architect, professional engineer, registered designer, owner or plumbing contractor shall keep at the construction site one set of plans bearing the stamp of approval of the department. f 5. In the event installation of the plumbing improvements or system has not commenced within two years from this date, this approval shall become void and new application shall be made for approval of these plans before work may commence. s w Nr. Hugh Gw1n Page 2 October 12, 1977 f In granting this approval, the Division of Health does not hold itself liable for any defects in plans or specifications, plan omissions, examination oversight, construction or any damage that may result in or after installation and reserves the right to order changes or additions should conditions.arise making this necessary. This approval is based on Chapter H 62, Wisconsin Administrative Code, requirements. It shall be necessary to obtain and fulfill the permit requirements of the city, village,.township of county in which this installation is to be constructed. Failure to obtain local permits will automatically void this acceptance. By order of Ralph L. Andreano, Ph.D., Administrator, Division of Health. Si erely, d 440-t James A. Sargent Chief JAS:DAS:skk } enc. i cc: Mr. Erbert Berthold, DPS - District 6, Eau Claire Mr. Harold C. Barber, Zoning Administrator Mrs. E. F. McCann i ~y,' r xx i ..p - k~ R A'fT~OIMr Irk'''' ~,10,~ s>t `wwta, SLOW stars~ss IL Sm" Ct~Y •sOwm i11se~ M1~4 ~DNtr1 C,;~. f 'e .asp 73-2499 October 10, 1977 Mr. Duane A. Strassman Off') Plan Approvals ~e Section of Plumbing & Fire Protection Syste State of Wisconsin, Dept. of Health & Social Services, Division of Health P.O. Box 309 Madison, Wis. 53701 i RE: Mrs. S. F. McCann property f Lot 1,, Plat of Saint Criox Beach, Town of Troy, St. Croix County, Wisconsin Dear Mr. Strassman, Enclosed please find various materials for the application of a holding tank system for the above mentioned land owner on her lot along the St. Croix River. I am enclosing in triplicate: 1. Copies of a letter dated 10-10-77 to the Town of Troy Building Inspector from Zappa Brothers Construction in which Mr. Tony Zappa states the reason for the need to use a holding tank system. 2. The original and two copies of a lot diagram showing the location of the holding tank system prepared by Mr. Zappa. 3. The original and two duplicate originals of the pump out agreement between the lot owner and the Town Board for the Town of Troy. 4. A check for ten ($10.00) dollars for the application fee, from our firm, Gwin, Gilbert & Gwin. 5. A copy of the Amended Compromise Settlement dated October 6, 1977 of the lawsuit dealing with this lot. Please note that we are not enclosing D.N.R. form PLB-89 because the location of the holding tanks is well above the flood plain area on this lot. The movement of the cabin back seven feet from its current location (as mentioned in paragraph 1 A of the Amended Compromise Settlement) will place the base of the poles supporting the front porch of the cabin outside of the flood elevation. I would estimate that the tanks will be at least ten x ..N J ~w 04 0 ~y4{~~ ~ 191 OWN - Otrassman, Page two to twelve vertical feet above the 100 year flood elevation level due to the higher elevation of the bank of the lot. ~r lily I understand that you discussed this b phone toda with Ma. Janie Holtz of the St. Croiz County Zoning Office and with Mr. Tony Zappa while he was at that office. There seems to be some confusion as to the PLO-89 form, but it is my understanding that it is only necessary if the tanks are to be located within the flood plain area. If this is not the case, and you still need the forms submitted, please give me a call. Also, the application for the holding tanks was not submitted on any particular form because we were informed by the county zoning office that they had no special form for holding tanks, other than the pump out agreement with the Town Board. I appreciate your handling this as soon as possible, since we need the approval on the holding tanks before we can apply for the building permit. We have a mover who can move the cabin this 4. Fall, but he wants to know right away so he can schedule his men accordingly. If you have any questions on this, please call me and I will get the answers for you or supply you with what- ever additional information you may need. Very truly yours, GWIN, GI ERT N By: Hugh H. Gwin HHG:hs encl. I I i , r u~ ~ • .r r Z 6+ f' U r s L rn v 3 o p Zr N p. a 10 rn Z: -4 O A i I A -w Y, CA ~ D O~ C O fi A ~ ~ L Z a A N 1r1 rn O 0 3 L O O D < o -i i C p O O L a a np U~ ZOp (P < L f`r p D ~ 0 = 1'1 ~ 3 u+ v O -4 (p Om 4 o G, > D = I rm > D 1o h rri (V 0 D O -4 ;N lp p N 000 I' , r r P r p L U: c F o P 0 p in _<-I 3 OP in O ON. z • r 1f R 44 M October 10, 1977 Mr. Dean N. Albert t Building. Inspector. Tbwn of Wte Z Jiver Falls, Nis. 54022 k" M& folding Tank for McCann 00i.n ;.y,. Dear Mr. Alberts Enclosed is a drawing of a bbl+tLing ~tt wk installation t, for the Mrs. 2. F. McCann cabin on Lot 1, jPlat of Saint Croix ' Beach in the Town of Troy, a1mg with the original and thr ee r~ copies of a pumping agreement. As you can tell by the drawing, it is our intention to Y` install two 1,500 gallon holding tanks, ina series hook-up at the, back of the lot. Mile Vxa ioemls'oolation tests were avoeptable, there is not emough lot aria to install a regular septic system, and so we are Vtopesing bolding tanks. f r ouggest that this be brought up to the Town Hoard tonight. If you have any questions, please give me a call. a very truly yours, ' sappa Srothers ,y 'homy sappa Encl. TZ:hg AGREEMENT This agreement, made and entered on this 1p'~ day of Oct. 19 77, by and between'the Township ofTroy. St. Croix County;~Wisconsin, and Elizabeth R' F. McCann, of Hennepin County, Minnesota. V EEREA S: 1-n application has been made for a sanitation syst%hi on hr" following described property. I1 G~, ~I Lot One (1), Plat of St. Croix Beach, Town of TS4, St. Croix County, Wisconsin. ; 5~... ViElEREAS: Septic tank drainage does not meet the minimum standards of the ordinance of St. Croix County and state codes. N&EEREAS: The owner agrees to install a holding tank for septic tank purposes purposes. NCV', THEREFORE: For and in consideration of the issuance by the Town- ship of Troy of a permit for the above premises, the parties do hereby agree and bind themselves as follows: 1. Owner agrees that they will conform to all the rules and regulations pertaining to a holding tank system. They agree that anytime said township deems it necessary to pump out said tank, the owners shall have some pumped out in 24 hours, or township will have said work doneand charged to owners and place same on their tax bill as a special charge. 2. The Township reserves the right to assess a bond if they desire to cover any possible pumping charge in the sum of $ Zpp.OQ. g IT IS UNDERSTOOD that this agreement shall be binding on the owners, their heirs and assigns. IN VIT'NESS WEEREOF, the parties have hereunto set their hands and seals the day and year first above written. i Township of Troy Developer or owner ~l1 -Wizabetn McCann STATE OF VuISCONSIN) SS: COUNTY CF ST. CRS) Personal3y came befor me his day of October, 1977, the above ;•naneA _.,j mnnp__ w DJ' to me known to be the Chairman of the Town Board of Troy, and the person who executed the foregoing instni t nd k owledged the same. otary 11c, ate of W sco e n My Commission: 006 page 1 of 2 TKO 4IN t STATE-OF MINNESOTA ) s8 Comm Or HEWMIN -PI 1977, Personally case before N this day of October, on the above named Elizabeth F. McCann, to me known to be the person who executed the foregoing instrument and acknowledged the same. 4 CHARD R. KRUSE Notary Public, Statre of nneso a "a NOTARY PUBLIC-~,L^dNE5C7A My Commissi co : / r f1ENNEPIN COUNTY Hennepin County, nneso a MY COMMIttION t7IP111 [B JAN. 7, 1988 E i i 7 d i i page 2 of 2 t it t r , 1 17 Ar. fit' r ~t~r.7~ S y r W - ~~ylv I LY J.. ••k hj', ,~t~i._'~Y.. tit; '~4 4~... N - i 11 sfeM.• e NAM. . \ ?D! Al V~>t C a - ' _.'w-~-- • • ..fir- - 66 91, son Zia** ~r h -17 '41" _or" ftW st~ia-►'° - lit _ x j ; ~ ~ ~►~1~# ~i~ f 1rw►t ~ t~~r MME t~ ut~' ~ ~ ~J _ ,ter r . to the how# ` rl ON to :elf Mir *w owt" t%fs Ms" "W, ,r r ~.ft11'~ flat x w. ~ ~M ~ 4 i 9 ;ce. Fes, t F4 tt --y ° t' Ty yy~ ~t d is -i~; - _ }•,~f irK~ t~ ,~5~ a 4 !n o- 5 x 4' - r--~ ` ~ x l iS' i'~'~:34't' a't E ~ !±•n'iF~~~ ~ .f1$•r r, Or-1:2 1!~~ "I ~4* a 'i`s N ,cwt ~r ~ ,s a y as , $ ssra s ~ x !4 ` tM, "4di rs i~P'~+~ nS ~1~~"#'C~~ 3; d .'S #5}~# Sr9E116 r•• 1~f . 14 40 • Al r A ' ' ~ T "C' .~?1F1 z "16 t I I el At 4? I~`t;~.fRf~~Lf,'~~~t ,~~~:~13ti~ 'iMsb#"~• f n9 .~~`~,1~Vi~ ~t ,p'~ ~~31 t~:Y-t1ta~^~- ~.#~F~e f'~t•1~ `~.;~~"F~b3~'` ~~I,'~:,~a~r ~ ° •!n 1~ d .51£1"t"11~9~6x fa1Ri +lV~~P>.i~$t C~s~"I3 12 }r 0411, .1 103110 $w ot .4 1 S;tj j41,40 ` .j YS'P w4l xi -L t~ Ile 4s s . tom. ST. CROI X COUNTY £ y:^ .~1~~ W I S C O N S I N -~Z 0 N I N G O F F I C E 386-5581 Ex 49 COURTHOUSE HUDSON 54016 ?WMay 12, 1977 Galin, Gitb ext, Gwin Axtonney6 at Law 430 Second Stneet' RE: E. F. McCann Hudson, Wizconzin ATTN: Hugh H. Gwin Dean Hugh: In %espon6 e to youtc questions tcegatcd.i.ng using .-and within a pubtkc eas ement Jon inatattation o6 a pt iva.te sewage system, the answetc Z6' no. It would make no diijetence ij the easement wexe testticted to non--moxontized ZttaWc. Should you de4iiLe any 6uhtheA in6otCma.tion, ptea6e contact this o66ice. Sincenet y, HAROLD C. BARBER Zoning Admini-6t4atot HCB:1h 4 r F owed%*-, 411-A -4 J'Al lam., .0& Aft .r. esra GL>31~:: ufis yw _ , ~~.il K.~6.:., -i✓i n v„u ~3tAad2.. ~ri:.l.-i i!'~ y I t I t . Ait- - IF . - ' ..,~.r..Jy:....~5r141A. 1.1~rK-. ~MU•..+. r.F.r~w-rw. a u STATE OF WISCONSIN C"MIT COURT ST. CROIX COUNTY The State of Wisconsin Ex Rel. Yrs. E. F. McCann, Petitioner-Relator, Vol AMENDED STIPULATION FOR St. Croix County Board of COMPROMISE SETTLEMENT Adjustments, Respondent. In the interest of amicably settling the cause of action which has arisen between the parties above named, it is hereby stipulated by Gwin, Gilbert & Gavin, by Hugh H. Gwin, attorney for the plaintiff, and by Eric J. Lundell, District Attorney for St. Croix County, that an Amended Compromise Settle- ment of this action has been agreed to by the parties and their respective attorneys as follows: 1. That the violations contained in a September 10, 1973, letter and a November 7, 1973, letter from Harold C. Barber, Zoning Administrator for St. Croix County to Attorney Hugh H. (twin will be complied with and satisfied if the petitioner does the followings A. Moves the new cabin addition seven (7) feet z back from its current location; moves the new cabin addition seven and one-half (7-1/2) feet to the south- 3 west from the northeasterly lot line;-moves or alters the new cabin addition five (5) feet to the northeast i 1. 1911 of the southwesterly lot line. Removes that portion Oak ~ of the front porch stairway which extends in front of 5L the existing front porch balcony; if this is done, the front porches need not be reduced in area. The original cabin may remain where it is presently located. B. That petitioner applies for a holding tank i I system permit for the gray water and a self-contained a K • waterless carriage-type toil*t or a hook-in into the is- holding tank system, as the petitioner desires, for the • r appropriate sanitary and septic facilities. k C.- That the necessary sanitary and septic tank permits will be issued by the Zoning Administrator for St. Croix County pursuant to the appropriate tests and procedures. 2. It is further agreed that pursuant to Section 19•0 of the St. Croix County Zoning Ordinances the appropriate penalty for the violations set out in the above mentioned letters from the Zoning Administrator shall be a fine of the sum of One Thousand and no/100 ($1,000.00) Dollars. 3. It is further agreed and stipulated by the parties that each of them will carry out the spirit as well as the letter of this compromise settlement and that the pending plat vacation and applications for sanitary and septic permits and building permits will be handled with good faith cooperation between the parties in an effort to completely resolve this action. 4. It is further agreed and stipulated by the parties that the changes and alterations and agreements contained in this amended compromise settlement will be completed by May 31, 1978, unless unforeseen circumstances arise which are out of the control of either party hereto, and in that event extensions may be grants upon request by the petitioner-relator jointly to the St. Croix County Zoning Administrator and the District Attorney. This Stipulation is entered into by the parties with i full knowledge of the consequences therein and by their own free will and volition. l Dated this day of Oc"be 4 lF7. Aug H. Gwin A orney for petitioner-Relator , i r Eric J Lune District Attorney for St. Croix County