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FEB-06-2014 11:34 From:STEINER PLUMB 715 425 8818 To:715 386 4686 P.2/3 go . o o 6 Z3 r CIA RUS. SECTION:Cz.10.190 3049 Cane Run Road-Louisville,KY 40211.1981 CL0060 877.244.8340-Fax! 877.414.4310 0611 1sIrlarhowtF0"awsalerium- wwwAartraonvironrnenial,com Supersedes Now Fusiowf,, MAINTENANCE AND SERVICE REPORT Oslo: ZB t Arrlval Time: Ili 100 Weather; Sun^!I __ Purpose ofVialt: irRa Ins lnapoction a Service Call n Olhor(DCSCrlptton):, water use; pollona Model Number,.K ZP4 Q 0 ZF-000 n ZF-000 a 04w. Serial Number, $optic tank present?a Yes a No system O#nor Inform don Service Pr vldar into Necpe i e 4J ) Name. 5ftfow, StreetAddross: alreot Al@rogv City phone.. City Phone:. aisle: Emall Swim Call- ZIP Code: Number ofbadrooma; Zip Code, Cmall: LMy. Number ofreeldonttr Technician; ETC t` Fax, General Obasrvalions Odan prosaM? a Yep I(No Doocrlptlon Inaecls Prowl? ra Yes No Svidance of high water? a Yas SO Exatu loom farmadorl? 0 Yes K No Roakkia buWp on piphgT a Yes W No Even and vlgomuabubbling? jr Yes A No Requ red Water Quallty Analyses Clean Water Storaoe Chamhor Anaerobic Chamber Sedimentation Chamber PH Nkrlte(NOttiN) mg/L Transp raiiq ` '^, Cm Transparency ",cm Scum(Vanier It present) 0 is Scum in' scum Scum � In. Sludge _Q —.In. Sludpo � In. Sludge �Ica. Sludge descdpdpn{chock pfl that apply; Sludge description(chock as awl apply)' Sludge description(chock all thw oppry): 6 Black o Brown a Clsar n Flocced n Grainy n Block a Drown o Char a Igacaerl o Grainy in slack a Brawn R Clear n Flocced a Grainy a Grey ra ktlky a Muddy o Mustard a White cl Gray n Milky 0 Muddy a MuMard G While Q Gray n Milky n Ml,ddy m Mustard n Willie Optional Water Quality AWhlysos Clean Ware;stamps Chamber Anaerobic Chamber Sedimentation Chamber PH pH Nitrite(NO•-N) —MOIL 1410118(NO*-N) Nitrate(NOr�N) MWL Mtrals(Nt ,N) �moll. Nitrate(N34--N) mpn. Ammtxdb{NH;N) mg/L Amrrmla(NH+.N) _mpll. Ammonia(NHr.N) _ _ mok Dfasoivad Oxygen(p,O) 7ranaparsncy ,,,_cm Temperature ~m0f4 Dissolved Oxygen(0.0.1 mg/L Disanlved Oxygen(p.0,) mCIL Pe 'C Tomperelure T Tomparaturo 'C Gleaning krobla Chamber Anaerobic Chamber Raefrccdallon System pl#ng Gas release or tw Wes an water surface? Yes 0 No Aeration Ihtes flushed wllh air(blue valve)? fj Yas a Na MWIltally backwashdd? Yes n No p / Recirculation pips flushed with water(gray valve)? Yes a No CleTumping recommarwoo e -Tj-gD » sockwssh ffymaom piping ae n Chamber Aeratlon lino Bu4hbd with ak(red v*6)7 Yes o No Scum broken down? Yee a No Bludoe return Ina flushed with water valve)?(pray v 7 �Yam o Na mme Slower ) la Pumping roan rrdad7 a Yoe pr NO Central Panel Blower flaw C e i� I anal ra Replaced vlaual Indlwloroporalpnal7 Yoe a No Diaphragms replaced? p Yea of No A40la Indkaalor opera donal7..... ..... Yea ..a..No. .,..Jts.lha,blowerdunctlankrp properly? Yes Nn la a>e confral panel fur>Giloninp hroperly7 Yas a5 No Final Biutngy A�to ChpLl r Settings P Slowar Setlings naiad reckculaliori valve aaltlsn o'9Z CIOGk 60 o Yes >(No Ad)ueted rodrCUlndan flow nla �aacA Backwash time of dby Ad)ualed backwash valve position 7 -__9t Badiwash frequency par day 01 a 2 A4)usted backwash flow rate • u.- sock Backwash duration pr5 min. a 10 min. The Fusion Series Treatment Systems represent a Collaboration with FUJI Clean Co.,Ltd, 4P Capynght.2011-AI rlohis..raeorved. C) o cnO '3vo d �1 ° c c CD CD CD DI 1D rA 1 fT C m O O y I t/+ O O G n y N O o � < W o O• D) d D1 0 SJ j pp CD K O CD y rn O O CD CD m m N w p m V it ° o 3 CD 0. O 7 7 a : O j Ca R O N CD O N O C f O A N 'O w co D Z D m n a o v D a o c`p D W a W a n o f v o S . II a - o o m` ° °o � o j 3 CD O a m --j ;17 N N L1 zt CL ° o o m o X D o m n 0 c CL rr "NA c 2 * * * ' to L * * - o V 0 0 io I (D i 0 N (D �+ er 41 7 K Cl 'y0 N K CI "a N ! QO N N N G N Q C 7 a I 'II y N D D o c y o 0 D O 7 cn Z 0 o' - I g CD ° r 9 l�1 C • CD � CL CD N N $ m A O m a 0 Oro CL ! c: a 3 co 3 CD � m -• -1 cn m ° p Z m o N R N N CL p ! A j D) W W 0 W CL 3 a 3 Z 0 it 2 0 n OC M Z ! CD y '! O O - o < o X60 =r cn m m m d o D D 3 n a y03 a m°/ omov °9m X C Dom' Z n 0 C O K °- y (O O . C O N N 0 G o O'y CZ C Sam ° ° a °-' y w m �nj m o va a n) o a CL o a CD N y (D 3 (Q N (D �_. N O CD WD MR O S n @ Q ID U D) CD N N 7 a D7 N 1 �. 1 ( : ao 6v m ° E H� m H m o • =3 a o =f Man 0 N . 7 0 . N N Z 3 f/1 CD c p. fD R 007 T.o o CD D Q- v� o 1D o= aco Qao m C - 'c Sa C o 00 a oU o v c v� �m o0 O 7 O 0 (D N < N ti C ; j ° N O C O O N y d ° a CD O 0. (D cn O 7 N O. fD fD (D CD Oq a En O O N p 0- O CL ►, nsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix and Building Division INSPECTION REPORT Sanitary Permit No: 483967 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: Warnken, Mark G. I Troy, Town of 040 - 1150 -30 -000 CST BM Elev: Insp. BM Elev: BM Description: Sectionrrown /Range/Map No: 3 1 3 3 - Ty 23.28.20.581 B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark. 7o / - Dosing S Alt. BM k- j 34 9 2, 3 eration 2 F— Bldg. Sew er - 36 -, 3q u. 66 6g sd Holdin niet 12 - on TANK SETBACK INF L t 0 , r� utlet �,,� 1 2, (Al. X13 TANK TO / � ELL `+ •, LDG Vent to Air Intake ROAD Dt Inlet 12-7 /- 97. 7 / Septic N ftww.� DtBottom G- (O `� a -m u,�t . / 12,2y s' .'' 1�.Zo b ,�j ' > Head Man. �� I pODIi S 3� . to . Vi Aerat' / / -r Dist. Pip u� S Holding 11ot. System T 1 Fina Grad / 7° �p� PUMP /SIPHON INFORMATION I l -� Q vet f ` Manufacturer �Q, Demand St Cover t o �"' we / GPM tt 1_ i Model Number /fin �1 1�� �, DH U7 a/ Friction Loss System Head TDH Ft II 010 v'' � Forcemain Length Dia. �t Dist. to Well 2 ati v 4L-f C,G. - Cau o l - SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Tren hes PIT DIMENSIONS N f Pits Inside Dia. Liquid Depth DIMENSIONS I Y/'�� q'70�s l SETBACK SYSTEM TO Y/' P/Ljj JBLDG L LAKE /S EA M LE H R Manufacturer. INFORMATION CHAM R Type Of System y : 5 �N I Model Number. DISTR ON SYSTEM % / Head /Manifold Distributio x Hole Size x Hole Spacing I to it Intake G Pipe(s) l Length Dia 2 Length /� Dia acing J SOIL COVER Pressure Systems O xx Mound Or At - Grade Systems Only ` t ` Depth Over Dept a I xx Depth of Ixx Seeded /Sodded jxx Mulched Bed/Trench Center Bed/Trench Edges � I Topsoil es No No COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1:$_i__[ �/ 0 nspection #2: J Location: 150 Cove Ct. Falls, WI 54022 (Gov't Lot 1 23 T28N R20W) metes 8 unds Lot Parcel No: 23.2 1.) Alt BM Description =' M-40 61 /' 2.) Bldg sewer length = 1 4-� - amount of cover =� 4 trFb/} Ceh 46 ,b.Q_ S� s Plan revision Required? Yes No Use other side for additional Inf SBD -6710 (R.3 /97)-U(J Date Insepctor's Sig lure Cert. N( commerce.wi.gov Satety and Buildings Division i -ounty Fri 201 W. Washington Ave., P.O. Box 7162 C S V o n S i n Madison, WI 53707 -7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce #;�, ) - , / O 3 5 / / '" y �o Sanitary Permit Application e Transaction Number In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmentat /0 71 1' unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are project Address (if different than mailing address) submitted to the Department of Commerce. Personal infonnation you provide may be used for secondary p urposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. C 6 r-e c f L Application Information - Please Print All Informal Property Owner's A k W Qol en Parcel # ' 0 d w //L AUG Property Owner's Mailing Address � Property Location A n '7 /l� J A n 't D r ST. CROV COUNT`/ Govt. Lot t 60 y City, State Zip Code Q t ' /<, /., Section .23 (circle one) 8� Cm�l 11. Type of Building (check all that apply) Lot # T $ N; R A 6 ( 9 1 or 2 Family Dwelling - Number of Bedroom p2 66,) 1 Subdivision Name ❑ Public /Commercial - Describe Use Block # L ❑ State Owned - -DDesiibe NI /1 Use � t CSM Number X ownof t - 3 l7 'Y L ! r m 4 7 III. Type of Permit: (Check only one bot on line A. Complete line B if applicable) A. New System in Replacement 1:1 TreatinenUHolding Tank Replacement Only Other Modification to Existing System (explain) System B. F Permit ❑Permit Revision E] Change of ❑Pennit Transfer to List Previous Pen Number and Date Issued Renewal Before Plumber New Owner Expiration IV. Type o f POWTS S stem/Com one i e• (Check all that apply ❑ Non - Pressurized In- Ground Pressurize In -Gi ound ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank [ Other Dispersal Component (exp am) Pretreatment Device (explain) SQ C S't f t X1.20 V. Dispersal/Treat ent Area Information: OrA Design Flow (gpd) Design Soil App lication Rat pdsf) Dispersal Area Required Dispersal Area Propo (sf) System Elevation q O� 1 If VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o U New Tanks Existing Tanks C t LU z w < T 1 d 0 in F- V) u.. a Septic or Holding Tank ❑ ❑ ❑ ❑ Dosing Chamber 0 5q I �• �. ❑ ❑ ❑ ❑ VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. PI bet's Name (Print) Plum . Sig ature ` MP/#At Number Business Phone Number d C S e n X 2,2 y3 7/!' y z 3'3yN Plumber's Address (Street, City, State, Zip Code) 766- oF` r �y � s 7 v t! Lt/T z ` VIII County/Department Use Only pproved _ Pennit Fee Date ssued / Issuing Aa t Signature _ Owner Give son for Deena - S 77!5- 43/ 7 r/ �6 IX. Conditb �K �2easons for Disapproval 3\ � �l1(— `1. Septic tank, effluent lifter and J L. � dispersal cell must all be services / maintained F t a p� as per management plan provided by plumber. 2. Aft setback-tequilrements must.be mainWkW r t Attach o com / plet ' e , p ! la a ns for the system and sub rt to the County on p er not less an ujx 11 inches in si P Ic �ldt� A O 4 °e— � P F. SB -6398 (R. 01/07) Valid thru 01/10 - 7 2 Vea,_ 5xr t ca_ A'lfftw4+ v�o�v m O ,r 1 o �d �° 0 0 ci r / o to n 'O r-Z a �� ...� zN O c mXX r oNO�A m �y / > ' L Co 2 r i:3 « z m D Nm CO) CIO m m w -� + X v > D o m i m v ti -u-< � r m .E+• � co 1 / m m N Vm ZO> 0 pt 3J0 3. �O c N i No 3 c i / O m ' U n ................. ....... Ii 680 ........... _ - _ 0 69 o � `—�� \� �o - -_ m N Q ; o� 10" & 12" � \ p \ �o= n G) d 0 O OAKS °q, \ 0D D cn�p '` -- -- - - - - -- - - -- - - -- N 3022'2 �_ � �;o mm L 6.32 – – - - –_– O� ot `� a m m r o ` ss�000 ��0 W \ o 'm -11, r Z °° o o I� "'� v�yoop DECK o �z 00 rn 8�G) tai `� o �� W C 9 p N ° 50 1 - ,� �50' SETBACK `? 6 `9 0 Cl) za x ) FRO THE OHWM co m K0 m m n m --r c G) .._ D D a n 'S � � y _ � ' SETBACK � \... -.. _..:.._..__,.,.,,.___...,..._.. � O _ w O e E r a 75 i -- WM Z FROM THE OH �--1- N x N �o �\ O4 37, A 63 CIO Is 7 C) I "' t c \A �� v'' _ vk ` , D o ti 0 ( m 'T P c i y � N m o \�d >, m Z z WODOV /EW TRA /L z � ob cn fn Z CD O 00 0 -i 0 '0,,, n \� O \ W m oo . 0 z D m z m o z to o z Z # re 6 ' = 3 ,Z66� S \ �o ^r�o� ° 0 11 1 Ul NN !D i W o -r 0 s Safety and Buildings 10541 N RANCH ROAD commerce .Wl.gov HAYWARD WI 54843 Contact Through Relay i S C o n s i n www.commerce.wi.govlsb, Department of Commerce www.wisconsin.gov Jim Doyle, Governor Aaron Olver, Secretary July 26, 2010 I CUST ID No. 224832 ATTN.• POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA W9875 690TH AVE 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/26/2012 Identification Numbers Transaction ID No. 1807111 SITE: Site ID No. 757618 Mark G Warnken Please refer to both identification numbers, 150 Cove Ct above, in all correspondence with the agency. Town of Troy, 54022 St Croix County Government Lot(S) 1, S23, T28N, R20W P.0 FOR: Description: Drip dispersal, 2 bedroom residence ttd b P P P CO Object Type: POWTS Component Manual Regulated Object ID No.: 1270328 Maintenance required; Replacement system; 300 GPD Flow rate; 36 in Soil minimum depth to limiting factor from original grade; System(s): Drip -Line Dispersal Component Manual SBD- 10657 -P (N.6/99), Pressure Distribution pPARTME Component Manual, SBD - 10573 -P (R.6/99); Effluent Filter w 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 constructe SEE co 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 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, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item (s) s �) • The distribution cell is designed for wastewater strength with monthly averages of less than or equal to 20 mg/L of fats, oils and grease, less than or equal to 30 mg/L of biochemical oxygen demand and 30 mg/L total suspended solids and fecal colifrom levels of less than 10,000 cfu/100 ml. • Comm 83.21(2)(c)4. 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. • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS mainta' er. MARY JO HUPPERT Page 2 7/26/2010 ' • 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 is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • A component specified in this POWTS design requires servicing at an interval of 12 months or less. Pursuant to s. Comm 83.21(2)(c)5, Wis. Adm. Code, if any part of a POWTS requires servicing or maintenance at an interval of 12 months or less, a notice of the need for such servicing or maintenance must be recorded with the deed for the property. If the maintenance or service notice has not been recorded, a sanitary permit can not be issued by the sanitary permit issuing agent. • The tanks must be made and maintained water tight to prevent infiltration per COMM 83.45(6) and the vents/ observation pipes must terminate at least 2' above flood level. • The designer proposes to install an effluent filter system to achieve the -requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter 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 $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Sh or POWTS Plan iewer, , Integrated Services WiSMART code: 7633 (715) 634 -7810, Fax: (715) 634-5150, M -fr 8:00 - 4:45 pat.shandorf @wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 828-5902, Monday, 7:00 A.M. To 3:30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www. commerce. wi. aov/ SB/ SB- BuildinRContractorPro- ram.html MARY JO HUPPERT Page 2 7/26/2010 , • 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 is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • A component specified in this POWTS design requires servicing at an interval of 12 months or less. Pursuant to s. Comm 83.21(2)(c)5, Wis. Adm. Code, if any part of a POWTS requires servicing or maintenance at an 0 2 t r less, e o servicing interval f 1 mon months o a notice of the need for such s rvl m g or maintenance must be recorded with the deed for the property. If the maintenance or service notice has not been recorded, a sanitary permit can not be issued by the sanitary permit issuing agent. • The tanks must be made and maintained water tight to prevent infiltration per COMM 83.45(6) and the vents/ observation pipes must terminate at least 2' above flood level. • The designer proposes to install an effluent filters article size. stem to achieve there uirement of wastewater i gn P P Y q p Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter 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 $ 250.00 Fee Received $ 250.00 Balance Due $ 0.00 Patricia L Sh o POWTS Plan iewer, , Integrated Services WiSMART code: 7633 (715) 634 -7810, Fax: (715) 634-5150, M -fr 8:00 - 4:45 pat.shandorf@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 828-5902, Monday, 7 :00 A.M. To 3 :30 P.M. Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings Division of the Wisconsin Department of Commerce. "Construction business" means a trade that installs, alters or repairs any building element, component, material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to 87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the delivery of building supplies or materials, or the manufacture of a building product not on the building site. For further information, go to our website: www. commerce. wi. gov/ SB/ SB- Buildin,ContractorProPram.html 920 S,q FE ... i1Fli-Tk6£\ 'a E, :t 'ey '44,1 3jf'A[Y' 699 1F Fa - 61-41 ) C 3 F 3 tE'i Residential Application Index and Title Page Site Location: 150 Cove Road 040 - 1150 - 30 - 000 Govt. Lot 1, Sec. 23, T28N, R20W Town of Troy St. Croix County Owner: Mark G. Warnken 1610 Johnson Drive Stillwater, MN 55802 Page 1 Index and Title Page t �' dty Page 2 Ft 3 Data Worksheets : Page 4 Typical layout c� QN 'Page 5, 6,7,8 System Installation C S ,. Pa 9 System Maintenance • Y GE MARY JQ r HUPPERT j j Page 10 System Management D1859 = Page 11 Pump Tank Cross Section RIPER FAL1S�- , • •. WI P age 12 Et 13 Pump Specs Page 14 Pump Curve Pa 15 Et 16 Filter Specs a � Page 17 Plot Plan Prepared by: Ig AT(k Fccs104 LoscL 7-F Dated: o6 — N9875 690'' Ave., River Falls, WI 54022 Designed Mangy. al: Drip Dispersal, SBD- 10657 -P (6!99) (Also comply with Comm 84) Pressure Distribution, SBD- 10706-P (01/01) (d)GIOnow fleldfl" [Job Description: Warnken. Mar* Contact: Prepared by: Mary Jo HuApen Date: 7, Aprd 2010 Please RD in the shaded areas and drop down menus. This spreadsheet serves as a guide, and is not a complete hydraulic design. IWorksheet I- Field Flow I otal fie'Id Total ( 1 ) 1 , i t of effluent to be disposed W day 300 gallons I day Hydraulic loi ; J i: j a: -, 12 1 ft- I day Minimum Dispersal Field Area 250 square & Total Dispersal field, r. 256 square R. Flow per zone Number of Zones I zone(s) Dispersal m rc 256 square ft. Choose :, - •� inn between WASTEFLOW lines 2 & Choose m -: between WASTEFLOW emitters 2 11- Total lis - ; per zone (minimum required) 128 & per zone Total number of emitters per zone 64 emitters per zone Select Wasteflow dripline (I 6mm) Wasteflow PC -1/2 dripline Pressure at the beginning of the dripfield 15 psi Feet of Head at the beginning of the dripfield 34.65 fi. What is the flow rate per emitter in gph? 0.531gph 1 0o" , ilm, per zone 037 IRpm I If required, choose 0.5 fl/sec How many lines of WASTEFLOW per zone? 4 lines Fill in the actuaf length of longest dripline lateral 34 ft. Flush flow required at the end of each dripline 0.37 gpin Total Flow required to achieve flushing velocity 1.48IWn I'ofai PFI(m per zone- worst case scenario 7-0519PM Select Filters and zone valves Select Filter Type Vortex Screen Filter Recommended I (item no.) AP4E-.75F 3/4 Screen Filter 0- 1 Ogpml Select Zone Valve Type Electric Solenoid - Rccotnniended.1, 01 0 Number of doses per day / zone: 24 races Timer ON. Pump run time per dose/z=ee: - 107 mins:secs Timer OFF. Pump off time between doses 0:37 hrs:mins Per Zone - Pump time per day/zone: 8:50 hrsmirks All Zones - Number of doses per day / all zones 241 doses / day Geollow. lnr- Wsswflow Design spreadweet v.2o03H 6r212010 ( Pump Size Job Description: Wamlcen Mark Contact: 0 Prevared b; Macy Jo HUPPM Date: 7, A 2010 Pressure losses may be grossly overstated, particularly if designing with WASTEF LOW Cbsne The levers on the diagram( right) match the letters in section 2 below. Section 1 - Summary frorn Worksheet 4 now required to dose field 0.57 gpm Flow required to flush field 1,48 gpin Flow to dose & flush field 2,05 gM Filter AP4E-.75F No. of Zones 1 zones Zone valve Dripline Wasteflow PC 112 Dnpline longew lama! 34.00 R Section 2 I�aFOead PlcssUrG A. Fiush 14-le - Losses through return rme Size of flush line in inches .5 inch Length ofretutnline 20 ff. Eq uivalent length offtngs 5 ft. Elevation chartge. (ifdownhilf enter 0) 0 & Pressure loss in 100 ft ofpi 6.73 ft. 291 psi TWUI p rem are lose rrrm end dri ine M retrm rank 1.7 0.73 psi B. Dri);line - Losses through Wasteflow dripfine Length of longest driplim lateral 34 ft. Minimum dosing pressure required at end ofdrioine 23.10 ft. 10.00 psi Loss through dripline during flushing 1.13 ft. 0.49 psi Total minimum required dri lure reessure 24.23 R• 0.49 pci A+B. folinimvm Pressure required at beginning cf dripfie d C: I l r 'i r : ; TF: U pressure required at beginning of dripftdd 15.91 ft. 11.22 psi pressure at begiry i of dripfidtl (from wottsht 1) 34.7 it. 15.00 ei C. Drip components - Losses through headworks Filter 1.7 ft. 075 psi Zone valve pressure loss (not in diagram) ft. - i Flow uncles pressure loss (not in diAffm) - fl Other pressure losses - A Total loss through drip nts 1.73 R. 0.75 D. Supply i ; ria - Mnknurn Pnmstwe head mgrdrad to get front pump tw* to top of driptletd Size ofsupply lice in inches 0.5 inch of litre 15 ft. � t C Eq uivalent len of frttin 1 ft. I , J lief 1 tan 5 I � r� Elevation change. (if downhA enter 0) f Pressure bss/ in 100 ft. of pipe 12,2 ft 5.31 psi L v e et V Total gam or loss from pump to field ILO jt 4.74 psi Tots) treed 474JL 20.44 A 1PUMP capacft ` 2.0 gpin PUMP Modal !luretber Note: Pump capacity flow asstttnes [low M dtiplice does not change during a dose cycle. With Wasteflov For more accurate flows please see Geoflow's Fleshitr werrkskeet. Wynn need acci4anee designing for this additional flaw, please a See Geofktw flushing workdtest or b. Contact Gcoflow at 800-829 -3388. C,eoraw. Inc. Pwm Selection Watcsheet• V.2003H 622010 3 t7� 1 eb lypicall Layo-Ad WASTEFLOW dripline is made of flexible W polyethylene tubing coated o lO dnp (hrpc.yh \ on the inside with an anti-bacterial nv „w, °` lining to inhibit bacterial growth. The —� factory- installed emitters are spaced NYISTEnAYd*ia4 hwc SI%W* evenly along the tubing. Suu Z `h c.,;ang ttyycc:ah tsvWc:� The dripline is placed six to ten inches tt below the surface, directly into the biologically active soil horizon. Effluent is pumped pumped on a time - activated dose _ _�m. Nen_a innk 7lrdemrrt cycle through a self - cleaning filter out ( Lux to the dripfield, providing slow, evert s application of effluent. i F dhYL ,f �ft- FNatt The system returns back to the pump tank or treatment tank in a closed :`aa"" i loop, and is kept clean with regular flushing. Typical disposal field elements and layout DA if El,.; Geoflow offers two different emitters the CUTAWAY 0 THE PC EMITTER Classic and the PC. Dose mode - When pressurized, the rubber diaphragm f exec across the compensating WASTEFLOW Classic chamber to i egulate flow across 7 to 60 psi. Turbulent flow path Effluent travels through a turbulent flow path that helps keep any fine particles flushing mode - As the pump Is powered WASTEFLOW fC from settling inside the dripper. on and off Alain, the rubber diaphragm Each dripper has a filter built in at the relaxes acm;s the exit hole enabling the entry port to to keep particles out dripper to se if -flint every cycle. GOAflow Team The people at Geoflow are the subsur "oftow dripfine comes with an 6EOF11.OVi', Mr— face drip experts. We offer training, urynecedented 10-par Hmit bd 506 Tamai ?laza answers to your questions, and support warranty for root intrusion, worh- Corte MadE -a, CA 94925 every step of the way from concept manship and materials, ttvww.9COROW.t om through design and installation. Tel. (800) 828-3388 Fax: (415) 5 27 -0120 WASTEFLCFW is manufactured under U.S. patents 5,332.160 and 5.116.414, and foreign equivalents. WASTEFLOW anti ROOTGt1ARQ are registered trademarks of A.I. tnnwatiorm Trefian is a registered trademark of Dove AgroSdances. Uluafresh is a registered trademark of Thomson Research Associatm tr c., Canada_ M WW _ Look for the purple stripe on the tubing to be sure you are getting Geoflow! L• P y i> �$ SYSTEM INSTALLATION t INSTALLATION CWMELINSS 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 regtdations. b) Protect the site prior to installation. Construction traffic and material stockpling 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 dripfiel4l. Dripfield should not be located at the low point of a site. Divert all downspouts and surface waters :sway 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 frilly removing the entire root. f) y everything require Be sure y have ev d for the installation before opening trenches. Pre - assemble as many sets of components as practical above ground and to 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 C�J of WASTEFIAW lines. Loop dtipline around trees g) For particularly tough soil conditions, soil moisture the day before open lg trenches or installing WASTEFLOW. Remember it is much easier to install the system in moist soil. `Che 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 trac'7on. 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 dr: ° -pline must be higher than the supply and return line elevation at the dosing 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 cctiditions the dosing tank should be at the lowest elevation of the entire system. Lid should be placed at grade and water should be able to shed over it. j) Install zone valves; solenoid or hydraulic index valves. k) Install the PVC supply line from the dosing tank, up hill through one lower ar. d 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 WAS-1 dripline from the supply line trench to the p Linted line, approximately 6" t o 10" deep as specified. Upon reaching the painted line, pull the plow o - 3t of the ground and cut the dtipline 1' above the ground. Tape the end of the dripline to prevent &bris from entering. The tubing expands in warm temperatures and contracts in cold temperatures. If in; ;galling 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 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 flea :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 fi 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 Wnsmmcwcr dripline. I ks 'll Fp ittino Installations i. Hold the fitting in one hand and position the tubing with the other hand. ii. Move the sleeve back, and push the tubing onto the exposed stem as far as possible. iii. Push the sleeve out over the tubing and thread the sleeve onto tubing, as though tightening a nut to a bolt Hand tighten. Do not use tools. iv. Test the connection to make sure the sleeve threads have gripped the tubing tightly. p) Install the filter headworks between the field and the pump tank on the supple line. Insulate the box in freezing conditions. When using an open bottom headworks box, place a rodett 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 a-ica.d 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. C r eck for flow out the ends of all of the Geoflow lines. Let the pump run for about five minutes to flush aut 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. -PA&E: v) Install air vacuum breakers at the highest points in the dispersal field. Use pipe dope or Teflon tape and hand tighten. Use a b" minimum depth of 1" gravel below the boxes to keep rodents , gut. 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 ind vidual 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 : iystem y) Check filters and valves for construction debris. z) Tum on the pump and check- i. Pressure at the air vacuum breaker(s) against design pressure. Check the pressure in the WasrsFww HEADvoRxs. It should be five PSI or higher. If pressure gauges are on each side of the filter, voter 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 liey are caused by faulty connections, dtippers or shallow burial. iv. Check that solenoid valves are fimctioning Close the internal manual bleed after flushing the system. If solenoid will not close, first clean the solenoid with caution not to lose smal 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 readins at startup. cc) Provide controller records at startup, including elapsed time meter, pump counts, st condary 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 thr. 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 mndels. iii. Check that solenoid valves are functioning. TABLE 3. SussuRFAcE Dlur INnALLAnON METHODS NOTE: Disturbing the soil may affect the pore structure of the soil and create hydrad c conductivity problems. Please consult with your soil scientist or professional engineer before rnaking the installation technique decision. STALLATION METHOD * ADVANTAGES DISADVANTAC ES . Slow - Handles severe slopes and confined areas ' Labor intensive a) Hand Tre nchine . Uniform depth Disrupts existing turf and ground • Back fill required • Depth has to be rmnitomd closely b) Oscillating or vibrating plow - Cannot be used oa steeper . Use the type that inserts the slopes( >2D' /o ) • Fast in mall to medium installations dripline directly in place, not one . Mminral ground disturbance - Requires Prance to set and operate at Pu the " P� - No need to back fill the trench the . T o� stretch" pipe Shorter runs are requited • Faso than hand trenching - Slower; requires kbor c) Trenching machine: Ground - h�'� the I' blade for most • Disrupts surface o existing turf Hog, Kwik Trench, rou 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 • s pe cifi cally faz th Purpose installation tool is designed • Does not stretch drip line • Adaptable to any tractor - Fastest Up to four plow attachments e)Tractor mounted 3 -point hitch with reels insertion implement - A packet roller dumps back sod 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. System bpeeiftc !Maintenance Treatment System ; 1. The aerobic ttMeOt unit blower should be periodically checked and the Wet screen cleaned approximatra y every six months or after any periods whm debris such as It ives or mowed grass might have 'teen air -borne in quantities. 2. The aerobic tr W meet system must be inspected by the installing plumber ev..ry six months for the first two years as a condition of the NSF and state approval. 3. Annual insper.tions of the aerobic treatment unit must be continued by the owner. .4. The aerobic t.imtment unit should neversmell septic; ifunusua.-edor occurs, notify the installing plumber. 5. A.rin%W irmW'-dou of sludge depth in the septic ( trash) tank and in the treamu nt tank is recommended 6. Unusual noise: from the blower unit should be referred to the installing plumber. Drip System 1. The filters for the drip system should be inspected and cleaned, if necessary, by the installing plumber. 2. If the alarm so ands or indicates a problem, notify the installing plumber. 3. The alarm system should be checked at least annually to verify proper opera:64 order. 4. The supply and return manifold should be flushed every three years by opening: the clean -outs and using a pressur a washer. 5. If the drip sys-";m is installed late in the growing season, a minimum of six inches of straw mulch must be appliel to minimizr from penetration the untjai winter. 6. Site vegetatior, should be a minimum of 3-4 inches at the end of the growing season; lawn mowing should cease ir. late August to allow sufficient growth to minimize frost penetration. ' - ay'34=P t.sanar,w,. ". MmUgeanent of this system is critica As a condition of approval ofd plans this �6°th'i section must and the owner a m be provided with a set of this management section. If be reviewed with the o�wne •, ��, Elurlbutt Plt:rrnbing, � 1 S- problems develop with the, adsorption system or any t�rr system the P 283 - 4422, or the Piero Ccuaty 2Animg 00ke, 715 273. 67+47, should be mod fur . t.�aarit proper fmrcdonbg of so ort-sile disposs) system, Aseptic system," is signiftc ntly dgxudeat on the volume of wale which flows into the sywta and the level of contaminants to that voltmn. The Iowa the volume of wxw and the lower the level of conwmumts, the betkt and longer the system will AUMC M. Typ" system coappor'arkts include a septic tank or conhperiment to settle but solids and cor tain greases and olls, a filter on the outlet of the septic talc to relate small jstrticles of the same deasuty as water, a dose tank or c0UgWtt vin to allow a dose to be accumulated, a pump and controls or autoimatic siphm and finally some type of soil adsorpM ra cell to recycle the water in a manner to protect ground water quality and public health. I . If the septic to nk is installed prior to sheet -rock andfor painting, plump the septic tank ba re normal use begins to ensure adherence to coMminant load design criteria. 2. install water -s aving %Vhances wherever and wherever passible. 3. Repair even :mall wad leaks as soon as possible. 4. Never pour gar rase or oz down any drain or swot. 5. Garbage disrK �mb we net raided; >f You must have One, use It spar iigly 6. No paper pro 5ucts other dm tissue should go into the system. 7. No ehernica.k should go irk dw system. S. Avoid swge ' -lows of welter; try to spread laundry but the week. these plans. e yluent must be less than or to the cnterra specified in page 2 of p 9. Septic tarok � d 10. If sept or 6 )se tanks are no longer used, they must be properly abandoned. 11. If construcxicn timing and weather could ,*Pate a frozen infiltration system, vreather- PMYAng with plastic sheeting and .heavy mule1 enmg may be requiatid to mainftin a f tnetiomal system at start.-Up. Maintenance 1. The septic tank rm>st'7a inspected every three years by a properly licensed p- 2. if necessary, the septic tank most be pumped to remove solids and scum; pumping is required-if t! a combined scum and solids volute equals one thin t of the tank volume. 3. When the septic teak s pumped, any solids in the bottom ofthe dose tank trust be pumped, and tw filter must be back- washed into the septic undc to remove accumulated material. System use may require more unguent lifter cleaning: initial inspections of the filter sl ould be made every 6 months until a Minblittm tittle ice is deetmineci. 4. The pumping compocents for this system include an ahm which must be installed and remain oi� a separate circuit fivm the pump. If the alarm is stye rated, minimize water use and notify a licensed phnrAr for service as soon as possible. The system allows reserve capacity tf aceumuhu so= necessary flow until normal service can be restored; this volume is niinimai, and no more than one or two days should pass before any necessary repairs can be nude. S. Avoid compaction such as vehicle traffic within 15' down -slope oft* adsorlmim system. 6. Avoid disturbing die system kw f such that might encourage, erosion or disturb the regWred seeding of the system. 7. Particularly avoid w n mr traffic such as sliding or umwmobiting which might Compact show and t'ead to increased frost depth. a. Surface draimage must be diverted around the system, avoid landscape changes which might send mrface run -off into the system area. 9. Warning: Do not ente r septic, dose or other ts=Mnertt talks: death may result because trey may contain lethal gases or insufficient oxygen. Coatiageocy Pisa Wastewater monitoring of volume and quality is not a normal requirement for low effluent :;trrngth system; such monitoring may become : necessary if problems develop. Any necessary moattoft shall be done in Wcord with the requirements of Comm 83.54 (2}. Pumping and hauling of vnlstewater may be necessary while analysis and repairs am implemented. Additional testing demr,= , MWIdt' installation of additional treaMu mt cemponants ter conversion tit a holding tank may be necessary. Page /Oof Z% ' PA6E Of / PUlA SECTION XLID SPECIFICATIONS ,FOAM GASKET 0 � Imo- (Q a f rr , 00 GALLON SPHERICAL S EPTIC TANK P/N 40785 PVC ADAPTER W/ NUT & GASKET O N rj -12 "REF 'PAID FUSER EXIT PEKMIIMD OULS IF TAUX MARUFACTURER, H^S SLICH APPROVAL 3 �pQt�oVEa � EDtstt�tt3 u++d« TM4w1K. � - us�oaZF450 SPEC. IFI CAT] OUS SEPTIC 65 z..I-3 rn� ti DOSE MA IJUFACTU'R.EK: t t)p__w6s'e_0 4/0 ►JUMSER OF Dos><s: PEP, DAM Y'AUiK 532E : �� SO GALLOUS DOSS VOLU) ik<MAx6 IMCLUDIMG BACK FLOW: _ q7. GALLONS ALARIN mAwFACT1t0.ER; TANK ALL _. .__. ". 10 t CAPACITIES: A= 141 ,33 GALLdus MODEL IJUMSE : . i. SWITCH T}PI - Al I= /''F�11A) ICA � � 5= Z IMCHES OR �_ GALLOIJS 2 �L� CALLOUS PUMP MAI�lUFACTUR£K: G= �.- it1CHE5 DR M ODEL IJUMBEL , rF�Fyax D a !Z INCHES OR i SWITCH TYPE' /`(1 A1u \CaA1.._ JJOTE: PURP D A LARM ARE TO L CIRCUITS MIMIMUM DISC#I,AnGE RATE__.r. �... -GPM VERTICAL DIFFEKEU2CE 5E *T WCCUI PUMP OFF ARID UISTRtBUTIOM PIPE._ FEET 300 3PA Ll ? !� b P . + mulMUM METWORK SUPPL} PKESSUKE . . _ ... . .. FEET 3D FE, x .t�3 = q 97 A ,✓/ KtCTtOSl FACTOR__ FEE FE ET OF FORT; E MAIM X f� rxF _ –L{.� 7 r TOTAL [}'OkiAMIL HEAD — .� -...�- FEET S Z �{ _ .Ip�rry sJAL E)fMEt!SIWJS Of TAIJK: I- f- &46TIs ;WIDTH - ' } LI QUID DEPTH • Technical 1 �s Ca PFEF Submersible Effluent Pumps 1 a"*" � Applications Features/Specifications PFEF Effluent Pumps are used primarily for pumping effluent to To specify this duct, require the following: p P Y P M 9 p dY Pro low- pressure (gravity) dispersal areas. They can handle solids • Ability to handle liquids and solid waste materials up to -% in. up to 3 A in. (19 mm) in diameter, and their corrosion - resistant construction makes them highly durable in wastewater applica- 119 mm) in diameter tions. All 115 V PFEF units and the PFEF4012 unit are CSA and Cast iron pump housing and corer with epoxy coating for UL listed. Manufactured by Franklin Electric. corrosion resistance • Oil -filled motor housing for I fetme lubrication and rapid heat dissipation • Stainless steel screws, bolts, handle, and seal assembly • Mechanical seals made of corrosion - resistant materials including a stainless steel sprir,, =g, nitrile parts, and carbon and ceramic faces • Thermal overload protection fo• motor • Rated for continuous duty PFEF4011 • Three year warranty from date of manufacture Standard Models PFEF4011, PFEF4012, PFEF5011, PITF501Z PFEF10012 1�o111enClatUre PFEF ❑ 1 ❑ T-bW. Ie: 1 = 115 2 = 230 FAY 1 = si�lgle -phase f't1 Nz Ems? PFEP5011 40 = 0.4 (0.30) 50 = 0.5 (0.3 100= 1.0(0.7 Pb-erEd by (Pff Series) �p. Franklin Electric Materials of PFEF4Bxx PFEFION2 Motor Housing coated cast iron opted cast iron Epoxy- coated cast iron Impeller Polycarbonate Epoxy- coated cast iron Epoxy- coated cast iron Volute ABS Epoxy- coated cast iron Epoxy- coated cast iron Power cord 16/3, SJTW 1613, STWFT2 16/3, STW Mechanical shaft seal Nitrile w/ carton and ceramic faces Nitrfle w/ carbon and ceramic fa Carbon/ceramic Bearings Upper sleeve, lower ball Ball Ball Shaft Stainless steel Stainless steel Stainless steel Fasteners Stainless steel Stainless steel Stainless steel ® 2W mesa 9FSftUW' l0m M1 494IFEr-1 [ter. 1A ® tom Pepe 7 013 PA4 lZaF1�E PFEF S P um p s C D No ii A B PF N911 ode WM M101 I, top view C L -4 i I a ;i E A B PFUMI Side view PfE1301 L GDp view Specifications PfEf4M1 MfW2 PMMI PM W12 PFEf1t1012 Dimensions, in. (mm) A 3.9199) 3.9(99) 5) 5.7(145) 5.7(145) B 9.3(236) 9.3(236) 16.2 (411) 16.2 (411) 16.2 (411) C 11.7 (297) 11.7 (297) 14.1(358) 14.1(358) 14.1(358) D 5.7(145) 5.7(145) 6.90 (175) 6.90 (175) 6.90 (175) E 9.0(229) 9.0(229) 9.9(251) 9.9(251) 9.9(251) Discharge size' IW FNPT tYz" FNPT 2' FNPT Y FNPT T FNPT Cord length, ft (m) 20.0(6) 20.0 (6.1) 20.0 (6.1) 20.0 (6.1) 20.0 (6.1) Weight, lb (kg) 24.0 (10.9) 24.0 (10.9) 82.0 (37.2) 81.0 (36.7) 82.0 (372) Performance Horsepower (kW) 0.4 (0.0) 0.4 (0,30) 0.5(0.37) 0.5 (0.37) 1.0 (0.75) Nameplate vottage - 1 230 115 230 230 Maximum amps 13.0 71 4 5.35 10.3 Minimum liquid level, in. (mm) 9.0 (229) 9.0 (229) 17.0 (432) 17.0 (432) _ 17.014M) Impelier type Closed vane Closed vane Non -clog Non -clog Non -clog ' DscheW is hanaa WTftwdo4 U4 nnmiWaft b aeeoamod* a ave asclwrga here ad w" awmbin Cam* Vow a erww Oisb& taabmd fifngsb cwwd discharge assemblies b MSWX Smd pipirg. MT04V -rFWI ne ors. s t� Rev t.a, ID 1BIBH Page 2 d 3 l3 of s PFEF Series Effluent R Wi Using a Pump Curve A pump curve helps you determine the best pump for your system. Pump curves show the relation;, hip between flow (gpm or Usec) and pressure (total dynamic head, or TDH), providing a graphical representation of a pump's optimal performance range. At low flow rates, TDH varies from pump to pump, so it is represented as a dashed line in the pump curves. for the most accurate pump specification, use Orenco "s PumpSelecf software. 100 I i PFEF Series, 6@ Hz 90 ` ti 4 -1.® (8.37 - Q75 M) ID PF E 81012 m 80 . 60 _ —�_ ! - -r __...I- - -..._ a E m , 50 T e � t a 34 �.. q 0 (111 10 20 30 40 50 60 70 80 90 100 Flaw in gallons per minute (gpm) ® 2M OMM &~ MID- PO -PFEF-1 11er. IA 01409 PaW3d3 le 4. �� h Description The Vortex filters are placed between the pump and dripfield to screen out any debris. Spin plats at the roP c f ` direct the flow of debris to the base of the screen for easy- self cleaning Features Width Y �. - Simple self cleaning filter. Geoflow's Vortex filter depends on a simple forward flush to self clean. `4 Incoming water is forced through a directional nozzle plate onto the inside of the stainless steel screen. A centrifugal motion starts inside the screen chamber, throwing particles outward against the screen. Gravity a moves the debris down the scre wall to the . /4" flush Upper Debris outlet at the base of the Vortex Filter. basin - It is simple to install and operate, requiring very few moving parts- Rush Y i - Can be plumbed to self clean periodically xx-ith port M electronically activated solenoid valves, or = �4Y continuously , with slightly opened ball vanes. - Sturdy stainless steel screen proven effective in onsite Spin Oate r, wastewaterapplications. Asinteringprocessinwhich A x three pieces of stainless steel mesh are transformed Screen into one; a perforated plate, 30m then 150 mesh. I I. 4 & , rrr - Body is a two -piece threaded housing with O -ring seal. Molded from high heat ABS and chemical resistant glass reinforced plastic. ri Item Number Size 11M.r Max. Width Height FIL c.h A f (14IP7") Flow rate ` Pressure Pc it ` Fi$ (GRAI) (psi) AP4E -.75F 3/4" 10 80 1 85 6.0" 6.0" 3 /1 „ AP4E -1F " 1" 22 0 80 185 6.0" 7.0" 3/1" 8.4 AP4E - 1.5F 1.5" 45 100 231 12" 15.5" 3/4" 8 AP4E -2F 1 70 80 185 12" 16.0" 3 /4" #g i When in doubt, it is best to choose the filter uddi the larger screen area. t 3 1'1 "ltidc.[li 111 _- l JctC t�L�t� 3/4" Vortex Filter AP4E -.73F -i2_ — 1= 4 r { I, 0 , 1 . 2 , 4 .5 6 8 9 10 11 12 Plow - GTM Specification: The Y filter body shall be molded from glass reinforced engineering grade black plastic �vi1h a 3/4 inch male pipe thread ( inlet and outlet The two piece hods shall be capable of being serviced by unmisting and shall include an O -ring seal- An additional 3/4 inch N11PT outlet shall be c�.pable of p eriodic flushi . The 150 - mesh filter screen is all stainless steel, providing a 23.4 square inch filtration area. The screen collar shall be molded from vinyl. The 3 /4" filter shall be GeofloNv Vortex Filter model number ANE -75F. AL -19 -2010 14:10 Fr rim: STEIK':_ R_LIMB 715 42:5 18818 To::.7:.5Ei'_345150 P. 3/4 ww.._ - .�... 9 a - �wa_ �! `i i� _r r. W�� "s.w�l�rrosraun.��s.�r:acsia. r srarumu�rarnYr � IRON PIPE ` � I 1912) -SCALE IN FEVEM t � nc�pr f,�rr, SCALE + 'W �'• L 45 � (fi r 7 CONTOUR l)VEFfVjU. =,,,}' �0 0� l� /4^ *A ,tom �Uy7o :� / IL , Gj%JY} dl •� ELEV,=70 a (USL 19 lo A' � Fm.TO: �4 511: +f •,r,.., . r+ r �1y'l� 119 Jb HOUW 'q I Its I L I T UA Rs =.j IL t�rwcc't 1 gyr r h r y1 .�. e���� + / / BASSIN0 r, 0 y�rrl) , / V F ;'6110MI I ) �/ I>' :3 lJ� } 2 - ON - /R `•i 3 ELM I J $�E>r► � f�'!I`J� 91d� }', 1 f� r AJ CAWOODS .6�a 04�►!✓UCk7 ; \ 24" 4 - of J.Pewylo'coo 1 �ranweu m 1 4 1, cLM�� 1'Ifl,U'y� `18" a.A �b a= r.u +t I t I � r�sfYS_w� ■ ..ca.�r:at rFJ°G ' 4 SN' .tSS� •I -1 -- ,7 / �fW� ASY > ANdll✓t; 719 0AAr V f �tCE t F OOD ��� pII;IIP� 1 ®U;C , ✓ � r,I 1 • EITF �T r � IVAU I.ECi7�ry111 ; 1 7 `` q�g �- o;e f n sE ral�w OF TROY, c 2 ¢► ' (;V X CCiUI'JT`P. WISCONSIN Vol. -�- a NPEAR �. ��� r ' wr �� _ WYi rryi�a.. rr�. r. ��WrYa .� >r.aar•a.rY.usryarw.Yal�w .arr. PAWECi" INAIRI1(MC.E N RIVEI�WAY V I�I,I IIC:E X08 NUMBER: � � Lend 5utveyinp NAME to Rlm Feb, WI &1022 TCNVN C.Fner, Fr. CROM Couiny,11VISIaC?]d51W 0$ -3011 '± �.7 r_raaara,Sa., ara� rua_ rou �� ar M�auiYU. r�a� .wuu.Ret� /ylvir.irruruWU��ra te GG 6NE:G7 7 T'I..C:. . �HSET 140.. °� !r�ocrlrlpino.com TC)P(�� RAPHIC SJR` n_' ' 1 of 1 W�i_C rrr_rrY_aA0Y1_Yaaa�_r WUrrtnua,rr �.1MWa.a4 a�cntw_:Ya-iYr��,o.�Yr YY --p B it - r opwizb mio MAIM AIAEt 1tR .�u�FL Y Fusion Series TreatmentS 4 Application: Residential/commercial wastewater secondary treatment L Trea __; i Ptetircumorl 5250-0001 - ZF450 �� �be=ro�om Pod 50-0002 - ZF600 5250-0003 - ZF800 ---► 5 bedroom O 0 - - Waste strength reduction_ <30 mg/I BOD - - - - - - ►- - =`r - = - t = Bawer �. Effluent <30 mggll TSS Material: All materials are noncorrosive in the septic environment. Batle sludge n loin Air Rm Backwash Aeration Easy to install or retrofit: Fusion Series Treatment Systems are compact, efficient, Top Ve:w -Fusiar �ed and designed to be installed in a typical residentiaUcom- mercial environment. Proven Technology: Re Adon v�en Fuji Clean Co., LTD initially developed their wastewater Jokaso treatment system in 1969. With years of refine- ment, the Zoeller Fusion Series Treatment Systems t� 3 have been optimized to treat residential waste. Q Maintenance: _ ,O ® - System will be provided with maintenance contract Barre information. Maintenance provider is dependent upon geographical location. Actual Values 6 in. stone or concrete Pad Chambers Ren Volumes (gations) Model Number ISide VL-*Fusioi;Ze Part Number e< 52540601 '4 S25Q -0003 Se&rwdallon umber 130 18 258 Anaerobic Chamber 262 3T# `: 526 Inflow Aeratan Chamber 80 �9,& 132, Storage Chamber 73 94 129.5 Total 545 F 1046 Q NOW in gdonstday 450 600 t300 Anaerobic Cr rnber Ba(*- Re- Circulation Size: Width in inches 44 4. q-56 - - ---- -- --� Length in irches 85 96 99 ;,.,, Aeration Cha mbar Fri* in Inches 62 66 74 Weigh[ in pmxls 463 639 (41� Storage Ch�:mber - - - - -: # Bec>roorns 3 4 5 EfAuen °� • ' • ® MAIL To: PO. BOX 1637 - t.a , Kr 4025" visit our web site: 04 T78.22nl ` FrW� 4' ,1�WW-Zoer�� 40 r. t WM 7nal{Pr r.n AN rk*tT. mcAuved, PA& I� of r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code S + �' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County ro I x include, but not limited to: vertical and horizontal reference point (B - jlr d Parcel I.D. percent slope, scale or dimensions, north arrow, and location and d nst� (� �� Please print all i (( Revie by Date Personal information you provide maybe used for se ndary �sys. 15.0 (1) Property.Owner Pro tyLocation 1 f(J, � wa,,I ke Govt of 1/4 1/4 S T�p N R E(or)W ne Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# C>7 ! ZQ\0 hSOtl P ST. cRax couNr S+ .Gro 1 iC �2U -Cln City State Zip Code . ity ❑ Village FXf Town Nearest Road ; 1lwaker M tJ 5S802 (C61 - T,• o C.o ve- ? ❑ New Construction User Residential / Number of bedrooms Code derived design flow rate 4 1 SO GPD Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments - r n `- l i ' n Vl I m )�G,. •�.�. i a, e rotes -s t,�1n.Q�n t �T(�' - t\ and recommendations: fix' C�,u,Se +V\-0, a,�� Sc) rv►.2,. l i' me S +oi ie � � � SCke- �� � S u-)/ �� Boring # r] Boring Z � .7 '?tea �� ft KlIr �y p © pit Ground surface elev. . . Depth to limiting factor 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ` *Eff#1 'Eff#2 i 0 -0 10 V,1/7, Nonf 1S m 11 , r M vFr eS 3I/ Fm .cP 1.0 Y�O /q oV%e Is i molve MUIP-r S ZF 1.0 3 23 3s z1) YP, Nowt ; I ,r Yn V CA 5 i .6 Boring # Boring FIB _ � pit Ground surface elev. ° °� ft. Depth to limiting factor S7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 /IZ 3 /Z 0Y1 t5 2 m my�r CS 3 v-rh 1 . 0 5 - 21 1 DY2 ( ' 1 1y fro YV ufr S 2� ,i� 1.0 3 z1 -37 to Yk u/& N 0 VV m Y- my ,- S -- •� ! N 37 SGT S-�One, — - M — — -- 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 Si nature ; CST Number ( , P�t C� Seel V�'.� g ; L / f� �h 2 25 '4 5 i - Address Date Fvqh19b on Conducted Telephone Number �I s� 8230 Property Owner doul 11 6V Uw Parcel ID # Page Z of Boring # ❑ Boring �� ii X pit Ground surface elev. t 63 ft. ji ,.,,Depth tt3limiting factor 3? in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. I - Eff#1. - Eff#2 I to YR S /z o Y."e { S 2 m c r M-vf r CS 3vf -G- J, v -i9 rQ Y ON ot i S I rnOr my r S 2 t(� 1 •n 3 o -39 toY+Z /& N bru, Si m Boring # E] Boring f w - 3 ft. Depth to limiting factor 0 pit Ground surface elev. v in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 - Eff#2 i 0- ! a YPZ ` 0 0 n l 5 ewl ,- m v -pr LI& . A 1.0 ( -1 1 b Q, "114 �j tV-,& 6 S { rvi r m -fir 3 t -58 GD Yi2W(O NdYX, 5 i 4 r M J�r Its 1 1 ° SOurs Fz Boring 5 Boring # Ground surface elev. L4 - { ft. Depth to limiting factor 360 in. 19 Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. `Eff#1 - Eff#2 b -4 CD YR 3/Z N Uv1 i S a r m y it r C S 3 /ern a Co {• c� y- r'o Moves 1S t mG►- nz, f 15 -o 3 1- ib y2 C-0/ N otes rV�I r s . 1-0 - Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L - Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3 151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) Property Owner Ha(-V 11jar �Ul Parcel ID # Page of Boring # Boring pit, Grourid surface elev. LE'� / c 7 ft „pepth t . limiting factor J in. Soil A plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff? in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1: 'Eff #2 YRsk o I S 2 m ir my r CS 3V'C . G 1, Ce P0 Y K ON 0 Y 1S ) my r s 2 3 0-3q tOYk N b1tiQ,. s l f ! ensr Boring # Boring pit Ground surface elev. - 3 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 t v - I Y9 -` /z No 5 ,2m ° ' Vim t.o & 1 b d P, 1 614 (`1 �+n¢. G S rn 1 r c. ' 2 F S (4 1.0 Fz �s � Boring # Boring Pit Ground surface elev. DU • ( ft. Depth to limiting factor �� in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 I b -- C0 YR 312 N 0 V\I- i S n /11 r m v F(' C & 1 .0 . y= 61) Y2 M00 i'S l r)q► ro"C" 5 a -6 1.0 i�Y2 N©tt i U 1-0 Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mglL and TSS < 30 mgl The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.07 /00) o�M m o ID �� o CO) �> 0 0070 o CA N• Z =� �' Z 2 - N R1 v y , m6mm m gym co m m g CA) + 4) 70 L < p m M O r m w c Q / m „ x V C s N m o >� Z D ? / c, CA 0 > 6 pOZ •9 j3, �,.. /” R / O i n CL .16 r N m - �' • •. r .. -• n Z 680 ....... �? n _ tj - Ro N -- - G) 0 oL `` OAKS 12 N 30 0 oq `r \ \ \ •� y to =p -------- - - - - -- --- -- '_ . Q g� n1 C , 0 10 9 _ s slvpp p r `� \ O � to c w °°` oN�ypoo DECK o, M Wiz° mN�0,m M \ ° o m : T m IT1 c�i W V C - A Al. \ (f) (00 sk �50' SETBACK Fed,- 6`90 _ Z -0 z FROM THE OHWM ` �I C O O c- mn cn ro ° o �\ ��- \ \ 0 qs m p /� o \\ O - \ m a + - ` - _ 75 Z C 'SETBACK "U i Z w FROM THE OH w > C- n 0 C o� i \ -` ` O u) x CO) I 5 \ a o C n m N y . °o r o _. �v. � `9 y ^ c o v m i ` o Z ms s; / �] _ v \ A Z - - v ~ -� --o 1 Lb Ati \ 00 C n to m s z N o A \N ° Z bd Z $ WOODV/EW TRAIL ..� o &• O \ ...,:,, \ lei x o 0 m oo o C� � \ o b R Z o D y \ r S !b m z m r a m ii �N Z- 4 o 3 Z6 S O n ' N \ M 00 U 00 $ ° `r >`�. T i ffa"G °o x i r o PL ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer Ma OsmLV I Mailing Address I G O T0hrMn c wP_ JHWSI, 1 l 1 \/ a N z' Property Address 1 C_DyC-- Ck -0wn m .JIVJ I (Verification required from Planning Department for new con ction.) City /State �'1ye)� l K , Wt Parcel Identification Number ZHO - 11 - W LEGAL DESCRIPTION Property Location ' ' IL0 T'/ ,Sec. OZ 3 , T _N R W, Town of Subdivision �G� , Lot # Certified Survey Map # , Volume , Page # � . Warranty Deed # 6052 Volume V 3 S , Page # '9 -. Spec house yes CD Lot lines identifiabl ye no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix County Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating t t your septic system has b maintained must be completed and returned to the St. Croix County Zoning Departm in 3 days the three year expi ti n date. / Ito SIGNATURE OF APPLICANT DATE OWNER CERTIFICATION I /we certify t t all statem nts on this fo re true to the best of my /our knowledge. I /we am /are the owner(s) of the pro c * ed ab e, v rtu warranty d ed recorded in Register of Deeds Office. 7 161 L� IGNATURE OF APPLICANT DATE * * * * ** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. ; j j r Kathleen Marie Rushford NOTARY PUBLIC - MINNESOTA My Commission Expires Jan. 31, 2012 ` C n v(.;..1435PAG:437 605305 KATHLEEN H. WALSH STATE BAR OF WISCONSIN FORM 2 .1998 REGISTER OF DEEDS ST. CROIX CO., WI This Deed, made between Patsy P. Tanner and John S, Tanner, RECEIVED FOR RECORD wife and husband, 06 -21 -1999 8:45 AN WUN Grantor, and EXEMPT A DEED Mark G. Wernken , married CERT COPY FEE: COPY FEE: 2.00 TOWER FEE: 376.50 RECORDING FEE: 10.00 Grantee. PAGES: 1 Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. roix County, State of Wisconsin (The "Property"): Area Name and Return Address >w. R'etjlu nK�c (-}-(;c.LlU Lj r 9 g o! 6 a, 9 - 73 040.115030.000 Parcel Identification Number (PIN) This is not homestead property. Part of Ownrzment Lot • 1 • of section 23, Township 28N, Range 20N, St. Croix County, tlipconsin. described as follows: Beginning at an iron pipe stake on the South line of said Gov. Lot 1 as distance of 20.0 feet fram,the highwater line of Lake Sc. Croix; thence North 37 degrees 07 minutes Bast a distance of 131.1 feett thence North 10 degrees 55 minutes East a distance of 318.2 feet to an iron pipe stake; thence North 30 degrees 14 minutes Bast a distance of 126.3 feet to an iron pipe stake at the point of beginning for the parcel to be conveyed; khence South 58 degrees 58 minutes East a distance of 116.2 Peet to an iron pie stake; thence North 14 degrees 39 minutes East a distance of S0.0 feet to an iron pipe stake; thence North 48 degrees 53 minutes West a distance of 104.7 fleet to an iron pipe stake on the shore of Lake St. Croix; thence South 30 degrees 14 minutes west along the shore of said lake a distance of 66.3 feet Ito place of beginning. Also all lands lying between westerly line of above described parcel and higbwater line of Lake St. Croix and the Southerly Ond Northeasterly lines of above dearibed parcel extended westerly. Exceptions to warranties: Easements, restrictions and.rights -of -way of record, if any Dated this day of June, 1999. * * Pat * * I Tanner AUTHENTICATION ACKNOWLEDGMENT Signature(s) STATE OF WISCONSIN ) ) ss. � 1C authenticated this _ day of 5 �' County ) Personally came before the this day * of June, 1999, the above named Patsy P. Tsaaer and John S. Tanner, wife and husband, TITLE: MEMBER STATE BAR O to the known to be the (If tot. TD persons) who executed the foregoing instrument and authorized by § 706.06, i acknowledge the same. isconsin THIS INSTRUMENT W Attorney Kristin Ogland Hudson, WI 54016 Notarf Public, State of Wisconsin (Signatures may be authenticated or acknowledged. Both are not My Commission is permanent. Of trot, state expiration date: necessary.) 1 r11 � r1r11�1 8004203 Document Number Document Title TX :4003338 St. Croix County 920479 BETH PABST AEROBIC TREATMENT UNIT (ATU) REGISTER OF DEEDS SERVICING AGREEMENT ST. CROIX CO., WI RECEIVED FOR RECORD State Plan Transaction Number - ( 08/10/2010 12:50 PM EXEMPT #: NA M olrk �-. �Jamke� REC FEE: 30.00 Name - (Owner) Typed or printed PAGES: 1 Being duly sworn, states, under oath, that: 1. He /she is the owner /part owner of the following parcel of land located in St. Croix County, Wisconsin, recorded in Volume Page L43'7 Document Number � t. Croix County Register of Deeds Office: ` � i � Recordin area A parcel of land located in the PA! Y L /a'of Section Name and Return Addres T N - R Z 0 W, Town of m` G' w nmren 1 G I0 3bhnS0n_Dave_ St. Croix County, Wisconsin, being Sfil(Wab - tv MN 5�SZ, duly describe as follows (include lot no. and subdivision /CSM or detailed legal description): � ( ��I , r � Parcel Identification Number (PIN) 4 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 Comm 83, 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 Commerce to prevent or abate a human health hazard as described in s. 254.59, Stats., the governmental unit (Town) 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, Stats. 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 Department, 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, Slats. 4. The owner recognizes that the county, Department of Commerce, or POWTS 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 existence of the certification to be determined by reference to the property. 7. This agreement shall be binding upon the owner, the heirs of the owner, and assignees of the owner. The owner shall submit this agreement to the Register of Deeds, and the agreement shall be recorded in a manner that will ermit e �' be determined by reference to the property where the Aerobic Treatment Unit is installed. . Kathleen Marie Rushtord NOTAR PUBLIC - MINNESOTA Owner(s) Name(s) - Please Print Subscribed jdw4pr g dw#wlgp dila:31, 2012 MaH< l@r *en 0 0 Not ed O er'�.�gignat s� ^i , A � Notary Public 1 [ � j i � SAFETY AND BUILDINGS DIVISION Plumbing Product Review commerce.wl.gov P.O. Box 2658 Madison, Wisconsin 53701 -2658 sconsin ` of Commerce Jim Doyle, Governor Mary P. Burke, Secretary September 27, 2007 REVISED ZOELLER PUMP CO WES COMBS 3949 CANE RUN RD VERSAILLES KY 40211 Re: Description: SEWAGE TREATMENT SYSTEMS, AERATED (also see SEWAGE TREATMENT APPARATUS) Manufacturer: ZOELLER PUMP CO Product Name: FUSION SERIES Model Number(s): ZF -450 [36 IN. MAX. DEPTH OF BURY] Product File No: 20070422 The specifications and /or plans for this plumbing product have been reviewed and determined to be in compliance with chapters Comm 82 through 84, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of February 2012. This approval is contingent upon compliance with the following stipulation(s): • This tank must be designed to withstand the pressures to which it will be subjected. • The manufacturer must keep at the manufacturing plant a set of plans and specifications bearing the department's stamp of approval. The plans and specifications must be open to inspection by an authorized representative of the department. • When this product receives wastewater from dwellings, it will produce an effluent quality with a maximum monthly average value for BOD5 of less than or equal to 30 mg /L, TSS of less than or equal to 30 mg /L TS S and F.O.G. of less than 30 mg /L and fecal coliform of less than or eq6 70,000 cfu /100ml. • The maximum doa_iestic daily wastewater flow that may discharge through this product is 450 gallons per day. • The maximum vertical distance for any riser is 36 inches. This approval supersedes the approval issued on 2/9/2007 under product file number 20070048. This approval letter shall be incorporated with your previously approved plans and /or specifications approved under product file number 20070048. The department is in no way endorsing this product or any advertising, and is not responsible for any situation which may result from its use. SBD- 10564 -E (N.10/97) File Ref: 07042202.DOC ZOEL PUMP CO Page 2 September 27, 2007 Sincerely, Jean M. MacCubbin, CST Engineering Consultant -- Plumbing Product Reviewer Commerce; Safety & Buildings Div. PO Box 2658 201 W Washington Ave. Madison WI 53703 -2658 Phone: 608 - 266 -0955; Fax: 608 - 283 -7456 E -mail: Jean.MacCubbin @wisconsin.gov SAFETY AND BUILDINGS DIVISION Plumbing Product Review commerce.Wl.gov P.O. Box 2658 Madison, Wisconsin 53701 -2658 isconsin Department of commerce Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary June 3, 2008 NORWESCO, INC. ANASTASIA R. O'HARA PO BOX 439 ST BONIFACIUS MN 55375 -0439 Re: Description: SEWAGE TANKS, POLYETHYLENE Manufacturer: NORWESCO, INC. Product Name: PUMP TANK Model Number(s): 500 GALLON SPHERE (PART NO. 40785) (46.5" L.L., 30" MAX. DEPTH OF BURY, SEE STIPULATIONS FOR GALLONS PER INCH) Product File No: 20080280 The specifications and /or plans for this plumbing product have been reviewed and determined to be in compliance with chapters Comm 82 through 84, Wisconsin Administrative Code, and Chapters 145 and 160, Wisconsin Statutes. The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code. This approval is valid until the end of FEBRUARY 2013. This approval is contingent upon compliance with the following stipulation(s): • This tank must be designed to withstand the pressures to which it will be subjected. • The manufacturer must keep at the manufacturing plant a set of plans and specifications bearing the department's stamp of approval. The plans and specifications must be open to inspection by an authorized representative of the department. • A permanent warning label that conforms to s. Comm 84.25 (8), Wis. Adm. Code, must be attached to the cover of this product. • The gallon capacity per inch of the NORWESCO 500 gallon dose tank is shown in the table below. Height from Gallons Height from Gallons Height from Gallons Dump base capacity Dump base capacity pump base capacity 1 13 17 185 33 410 2 20 18 199 34 422 3 28 19 213 35 434 4 36 20 227 36 445 5 45 21 242 37 456 6 54 22 256 38 466 7 64 23 271 39 476 8 74 24 295 40 485 9 85 25 308 41 594 10 96 26 321 42 503 11 108 27 335 43 511 12 120 28 348 44 518 13 133 29 361 45 525 14 145 30 373 46 531 15 158 31 386 47 537 16 172 32 398 This approval supersedes the approval issued on 2/19/2003 under product file number 20020518. SBD- 10564 -E (N.10/97) File Ref: 08028001.DOC NORWESCO, INC. Page 2 June 3, 2008 PRODUCT FILE NO. 20080280 This approval letter shall be incorporated with your previously approved plans and /or specifications approved under product file number 20020518. The department is in no way endorsing this product or any advertising, and is not responsible for any situation which may result from its use. Sincerely, Jean M. MacCubbin, CST Engineering Consultant -- Plumbing Product Reviewer Commerce; Safety & Buildings Div. PO Box 2658 201 W Washington Ave. Madison WI 53703 -2658 Phone: 608 - 266 -0955; Fax: 608 - 283 -7456 E -mail: Jean. MacCubbin @wisconsin.gov i - - Parcel #: 040 - 1150 -30 -000 08/10/2010 09:48 AM PAGE 1 OF 1 Alt. Parcel #: 23.28.20.581 B 040 - TOWN OF TROY Current O ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - WARNKEN, MARK G MARK G WARNKEN 1610 JOHNSON DR STILLWATER MN 55082 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description ' 150 COVE CT SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 0.150 Plat: N/A -NOT AVAILABLE SEC 23 T28N R20W PT GL 1 .15A BEGIN 20' Block/Condo Bldg: FROM HIWATER ON S LN GL 1 N37 DEG E 131.1 FT; N 10 DEG E 3182; N 30 DEG E Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 126.3' TO POB: S 58 DEG E 1162N 14 23- 28N -20W DEG E 50'N 48 DEG W 104.7' TO SHORE LAKE ST CRIOX; S 30 DEG W ALG SHORE more Notes: Parcel History: Date Doc # Vol /Page Type 06/2111999 605305 1435/437 WD 06/21/1999 605304 1435/436 WD 07/23/1997 806/237 2010 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 11/09/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.100 138,600 63,400 202,000 NO Totals for 2010: General Property 0.100 138,600 63,400 202,000 Woodland 0.000 0 0 Totals for 2009: General Property 0.100 138,600 63,400 202,000 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 A►ID Wisconsin Department of Commerce SOIL EVALUATION REPORT Page I of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code /� County C.� r0l X � Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ��� Please print all information. Re 'ewes b Date Personal information you provide may be used 15.04 (1) (m)). Property Owner roperty Location MW �" arY� h ovt. Lot j 1/4 1/4 S 23T N R-Zrj E (of W Property Owner's Mailing Address JAN I D 4UIU of # Block # Subd. Name or CSM# ) Co l o SOrnhSoh , .Grol x �In ' City State Zip Code F h I I FICE ❑ City ❑ Village Town Nearest Road k�1,1WA,k2f M ��8U 1 7r0 Co veivczd ❑ New Construction User Residential / Number of bedrooms Code derived design flow rate GPD gReplacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable i ft. 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Sh. *Eff#1 *Eff#2 j O —S 1 YR 3 12 - N0vit t-s 2 m Y- inv� 1 . 2 5 - 10Y2 NO N P— i 1n �r mvfr 5 2 ,fa 1.0 3 21 -37 to `k l p /& Now -2 311 1 m Y rnv ,- 0 Li — 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 ( ; CZ5 5 vy' Signature 2 �5 Number Address u4 Date Valuation Conducted Tele p ` Number N8230 qy V11 SA-r - i A y j Property Owner - fll.,{ f rWY � Parcel ID # Page e- of Boring # Boring //� � � Pit Ground surface elev. C(' . ft. Depth to limiting factor �� in. Soil — Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1. - Eff#2 0 - 0 10 YR 3 /Z NOV Z Is 2 m r m y r CS 3u-F 9 Co . 1.0 fM - 0YR 9 1 N0 me, 1S ►m r nnv 3 `(+Z � 0 /6 Noru, S Mi D Boring # Boring 2 f Q Pit Ground surface elev. 7 l 3 ft. Depth to limiting factor 3 v in. Soil Applica tion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /If in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 "Eff#2 t v - & 10 Yp, `312 I\) o t'e I s �2 M ,- m . VFW • Cp 1.0 ,2 ( —1 - 7 1 b P, 0 1 , 1 N 0 V\ & Is t rn -�P r 1.0 H --� — Sound. s�v� -• — -- � � -� Pit Boring F% # (� Ground surface elev. DU • ft. Depth to limiting factor in. �J Soil A lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 1ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 *Eff #2 1 b _y ( 0 YR 312- � 0 v1.Q, Is r rrt V F(' C S 3 \Ary? # 1- � I Li to Y2 1014 Mov►ib I 's ! m r 1.0 W •(� 1.0 3 - bb 2 C9 / N 0� S, t m Y " 'Cr r 3t`_o ` �--- � D.,✓L� Sao v� —' -- �- — i Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L The Department of Commerce is an equal opportunity service provider and employer. 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