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HomeMy WebLinkAbout012-1046-10-000 VYv~unsn Deoar:rncnt of Cammeice PRIVATE SEWAGE SYSTEM Cc.,rcy. St. Croix Safety and B,.ilding :)i, s or gynltary ner^• 1 No' INSPECTION REPORT 606936 GENERAL INFORMATION (ATTACH TO PERMIT) sate vla•, In No Persenal n.rrmation ym, =,ici, oiay Lx jsec V sccc•¢)ai; purposes Tvwcy La v, s. If C4 Itli,mij 3166617 Pcnnn I-.o 9c`s Nanlc City Village Tccrrisl. u Parac Tax Nc. Schottler Family Limited Partnership TOWN OF ERIN PRAIRIE 012-1046-10-000 CST RM Fla, 1 Insp. BM L ev W Dew uhur. -e i w Tc'nti RanoeRdau No !Oa Vi S 65T 20.30.17.306 TANK INFORMATION ELEVATION DATA TYPE WANUFACTURCIR CAPACITY STATION BS HI FS F FV 3.73 163 3 a o Sochi Benchmark Dosing Alt. BM Go.A s A~ 650 A.1 3.17 Bldg. Sevier e ~a~ .SZS 7.fOS yloos Holding _ SuH: Inlet 16, 57 y3, r 1v TANK SETBACK INFORMATION SVHt Outlet TANK 10 WIC 'vJFt1 ~}DG ven oAi wa, ROAD D; Inlet ` \ O Daf A„ Senllc 38 DtBottom /)~r1r O J , ea 3 Dosing 4 O r 96 f /OZ HeatlerrP.lan 3, fS len , Zg Acra:Ion v O Dist. Pipe 3.ti5 /oo. Z Holding Bot. System 40 PUMPISIPHON INFORMATION Final Grade yS /d Z Manufacturer e I / _ GPF.1int S. (cve• 1 rl Model Number N Y !5 Z_ L~, 2 - T' J r TDH L Ih Fnchan I oss Svslenl I lead TD Ft 79 Forcen•am t en,14 DIaZ r Dv to sae SOIL ABSORP77TION SYSTEM BEOi7RENCH Le-g:h No/~Tre^ch s PIT DIMENSIONS No 01 Pi nsice Ora Licuid:),v DIMENSIONS ~e SETBACK SYSTEM TO ~J P:L. KKK///13LDG va,tL IAKElSTRCAM LEACHING Nlam.fao:r.'er. INFORMATION CHAMBEROR Typc '•i slerzi UNIT 4!S J Z~ ralc 7e N-mbc~. ' OJ J7 7 DISTRIBUTION SYSTEM am F eaderrM.,,'c J1 ``f D~:r ni,tc xHe, Sn• t1 .HOP. Spa:-ng V• OAir'n lengl' JIa1,6 •~~nGm ~N•~/ 1:3 • ' SP'::In9__~.l 1~ ~'S3 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Deul•~ 0,-, :rp'h Crer w Deolr of xx Seecec,Soad0 +x Mu cnec B!•dTcucl i;%ntn Seertimer- LOgus 1epsol Yes Nr. Yes Nc COMMENTS: :Include cote dlscrepences, cersons present. etc ; In~s/pledi~on #1: qfo~ pK ✓/ty.jy Inspection #2: Location:'4191601 H S r "4✓')Vri'i `/cot(-'4:~ //tt 1 ? AL BM Descr purr = / ' a.~Js+•'s.~ ~~~~CCC... 6i j -~S c%I{O Q -dl lvfti 2 ? Bldg sewer length = / -amcuntofcove / L z 1 r^,60(03k ' 11r~•d~- ~9~~JG 55 70 Llub (3 Plan revis on Reghiredn i Yes <N~o 8.. / No Use ether side for additional rformatlon. Dale rose:) rs S gn re Cer SBD Si'.G (R d~:') SRyv- ad, _ 35- Industry Services Division st (rni3 a l I p S 1400 E Washington Ave Iran itary Pcrum Nmnlnr 0o be filled in by Co.) P.O.Box7162 ~~1 ~F S 19 Madison, WI 53707-71P / f(/-~?/ _ !RSUna4.. ~ s•I•'~~ l..• 'I c!i (DUIO JlQ " - San mlt Application State Tran.adionNumber I ,116661° In aceoniancc wnW SPS 353,21/sJ N AAm. Cud,. submission of thi, Gomm o, Ihr apP:c4n foie goocmmcntal unit is required prior tt l ht dinaK i s i n {im penult Note. lppbcation lima lin,(ale-owned N )N' I'S are,ubniilted to Addreas sit different Wan mailing, addres,l the lhparlmcnt o. S.d,n .uxi Pr ie nonal Scrsi c, personal udinmaucni you provide nun' he used for secondary. 149 IProlcelN" Street DOlpou, in atcmdamc with the I in rcc Law, I+.041I )Vn1. Stab 1. Application Information PI not All Information Propertp Owuct's Name Parcel:! Sdioulo I anuly I ironed Partncr,hip 1 1012-104610-000 2 Q, 3o. j3.3o(a Prop,ny Ownet's Moiling Address Property Location 1174 County Road I ' (ovl. Lul City State - - /ip l cod, Phone \umber N\5 NW Section 20 Nomcrset. lfl X40_>5 icirce one) 1 30 N R I' P or W II. Type of Building (check all that apply) t-1, 2 Fanul,Dwcihng- Number of Bedrooms Subdivision Name _IJ icXommetcial Describe I c a ❑ State Owned - Describe I e -V silage or Number Town (if Ism Prairie 111.'I'v a of Permit: (Check mi - + - A. Complete line R if applicable) V. ❑Ncw Sytern Replacement Sy,lau 'licauncntdlolding lank Replacenuni Only ❑ Other modification to Existing Swum lcsplainl i 0. ❑ Pertnu Renewal E] Pcnnn Rc\innn ❑ f'hx ge of ❑ Permit I'rander to New Lisl F+revious Permit Number mid Date ksncA / Iid,ic I \piraltm Number Owner I -~j~ I4. Iype ofPON l'S S\steal'Componi.❑L'Dev iceLDet'icLe: l_Check all that apply) ❑ Nun-Rcssunicd In-( in;und ❑ P:cssanixcd In-Ground ❑ NfAviade C1 Mound 24 in. ofsuilablc stul ❑ Mound 24 in of suitable sod ❑ floknue lank ❑ tribe, Dislun:d (-ursiucut icaplainl ❑ Ptcucafnicnl De, ice )cxplam) V. Di.pcnal!'1-reatnlej~t Ire n Infonna"i --~a r - Itc,ign Plow tetni) / Dot n Sail AppG.aurn Dispersal Nca Rcqurcd s1) Dispersal A a Vroposed It) I Systan CloVatFm 4q) s/ Ra0.(~,p kl} ^5o 995 99.6? J VI. Tank Info L pacuy in ( dlon.'- oull~ u of an (•allom Inns O ae nRY /~~JJ e e - ❑ - ❑ ^v, n ❑ ❑ Ncw'laaks -_.i:;unc l'pnks ~ 5215 Z, Septic or llolding Tank Hart) _ IgOtl _ I WiowrCm clt _ _ Dosmp ('t transfer 650 6511 I W'iescr Concrete _ Q ❑ o_- 0 VI I. Responsibility Statement- 1. the undersigned, assume rrspan ibdily for installation of the IOW f5 shown on the attached plan.. - Numbers Nan, I nnf PI tci S nature 111VM PRS Number Rusmc,s Phone Number John Schmill , " L 223760 - 7I, 760{1486 Plumber" Address ISlreet, tits. Slntc. /it) Code) pit, 15)"N%c stomcrvel, W 154025 ill 'ounh7Department Usc Onls AppnncJ ioappi„col - Pertut (cc I Date xual~sm . Agent Si rot - ~~.1-fwti[fifn Rca,un fu DenialH~ R. Conditi~tT~MCj1} MrReasons for Disapproval t (b - 1ael 1lannk,c Ili tille .r1 `~~►K) QsSper.cel' t: toll is - s'•''i•tt .eS \ _(r 1 ~,;,f ~Q. tytA•~~• as per mar ayemen. pl r. n n) trv ~.t.,roe . G„j ►L l/S C!+l'7r{~e~ I v~'°+ 2. AI MQWk rKt.inr^nns mu:;t to .'av:1, ire ; Plf'll M plf I fpkirl 1 tayyi i Krlaxm, 7 - Wadi w <moplete plan% for Ihr nystam and in to thi (nnumy o.b n pnow'n c.. then a la a l l mehn in au• eJal-1 SBO-6398 (R01!141 SYSTEM PLOT PLAN Project Name. Schottler Dzsl9n Finv;: 45o gallms'yay ~i`f 7J' Attach design flow alc iiahnns fors "WYY%%% Projac. AOdrm 47a 16jm Sher, c:oo"neraal plans. F31.t1 Syrneo;. AL BM Elevahon~ 100.00' wpe Matenals: AS1 IA sandard Scale: 1" = 60' BN Doscnptior. -op o' 2" PVC o;a_ T axles 3c'~.30-3 8 384.3C 5 0 6C 90 t2C BM2 Symbol Bld Flevation. I WO' FSCH Pv( STN' 72665 BM De..enphonTc or V V . AaTM C17e5 Y1 Di7e5 Slope C adlenl a esied Area4," Well Syrnbo! f i apphable' Notes- Noes 40 Acre Parcel I 1320' - T9951 7 BM B2 B ' I I 91.93'x19.95' Mound -F w/ 6'x75' cell 9n B3 Shed Contour Line El. 98.65' I - Existing System to be r 120' 2" SCH 40~ abandoned as per code PVC Force main 1 _ I Driveway WLP1000/650 j Septic/Dose Tank Shed Bedroo BM2 L_ m 2p, / ~ _House Well i a~ Barn L j, I U Silos^ IShedl I Shed 1320' Property Line ` Paste 11 J DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS Pt 81E 150 GREFN BAY V-JI 54304-5211 Contact I nvough Relay S P nt(p:Asps wi. gov+programsllMus:ry-services S wmN wlsconsln gcv Scott Walker, Governor Laura Gutierrez, Secretary October 15. _'018 CIIS I ID No. 223760 .17TH` POII 1.F bop", w IOIIN F SCHNII I I ZUNI\G OI HC I SC'HNII I I & SONS EXCAVATING ST CROIX COUNT Y SPIA 616 150111 .AVF 1101 CARMICHALL RD SOMFRSIA WI 5-102 -692_0 IILIDSON VVI >4016-7708 CONDITIONAL. APPROVAL Identification Numbers PLAN APPROVAI. EXPIRES: 1015i2020 - - Transaction ID No. 316661? Site ID No. 854502 Sl I F: mily Please reler to both identification numbers, Schottlcr I1'r) 160T1 Fa1 iI ahovc, in all comes ondence with the agency. Town of Lrin Prairie St Croix Cbuniv NW I 4, N\%' l 4, S20, 1'30N, R Mk FOR: Description: 3 RFDROOM \10( \D. I YPICAI Uhjcct Typc: PU\1'TS Component Manual Regulated 01 jccl ID No.: 1800_'88 Maintenance required: Replacement system; 350 GPD Flovv rate: .'.4 in Soil minimum depth to limiting Iliclor front ` lri ,inal "Title: SyNICIMs): Mound Component Manual - Ver. 2.0. SBD -10691-1) (N.0101. R. 101'_1. Pressure Distribution Component Manual - Vcr.? 0, SHD-10706-1' (N.01/01, R. 10!12): L.ftluent filter y~ the submittal described above has been reviewed for con lonnance with applicable Wisconsin Administmtiv , odes P and W isconsin Statutes. The submittal has been CONDII IUSALL't APPROVED. This system is to be cons'trycled and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. I lie owner. ac defined in chapter 101.01(10). AVisconsin Statutes, is responsible for compliance with all code requirements. No person may ewnwc in or work at plumbing in the stale unless licensed to do so by the Department per s. 135.06, 'Tats. Ile follmving e011d1110rs shall he net during amslruction nr in,tallatioo and t~to occu aney or use: • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual Ibr Private Oncite Wautetvaicr Systems Version 2.0" SHD-10691-P (N.01!(111. • This system is to be constructed and located in accordance with the approved plans and with the "Pressure Distribution Component Manual for Privatc onsite Wastewater Treatment Systems Version 2.0^ SHD- 10?06-P I N A 1 0 11. • Insulate building sewers beyond 30 feet per SPS 382.30 (11)(c) A col.p of file approved plans specific ttions and this lever sit all he on-site during consirclction and open to insp~ coon by authorized replcxntativcs of the Department, which may include local inspectors. All permits required by the state or the local nwnicipalily shall be obtained prior to commencement of construction+installation operation. fn gaanting this approval the Division of Industry Services reserves the right to require changes or additions should Conditions arise nhaking them necessary for code compliance. As per state stars 101nothin, in this rcvicth sindl relieve the designer of the responsihilily 1,01 1c i!pImlg a sate buildingaructurv. or component. P +I h:l v: =1AIIl I'up.' .(r1;._i:.a Irq•.rirics amccrriny this correspondence mac I>•e made it, eu it the t.Iephone number Ir ted helow, or at the address nn this Ienerhead - Ilie above left addressee shall provide a copy of this letter and the POW FS management plan to the owner and any ullrer. who are responsible for the in:mllation, operation or maintenance ofthc POW I S. I cc Required S 250.00 I l J I hi, Amount Will Be Invoiced. 1Y'hcn You Receive Thal Invoice. ,ra%k j Waener - Pleasc Include a Copy With Your 14aslewater Specialist , Pi%ision of Industry Service. Pavnu•nl Submittal. Gg8U98-0 I5 . M1lon-Iii, 7:00 a.m. 3:30 p.m. WiSMAKl' code: 7633 trrcis.~tagnrr4ity i.gov cc: I -dscin A Ia., lor. N'a>'eteater Specialist. t' 1 5 1 63 4-3494. Mon-Iii. 8:00 A.M. -4.3,0 P.M. John I tiehoillvr lu'lan Ic. Con, crninf, Ihi, cur. pordcncc tvae b;• tnad c me a- 11:: lclenhone number listcc be9o~+. ar t'nl ati;vts. on this Ictlcracad. I Lc above 1e1`4. addressee shall provide a wpb of this letter and the pO\b'TS management plan to the (tuner and any others who are responsible for the installation, opcra9on or ntamtenance of the POWTS. Since y,~-r•'~ Fcc Required $ 250.00 - j This Amouni Will Be Invoiced. When You Receive Tha: Invoice, ail -'Travis 1 Waener J Please Include a Cops With Your i Wastewater Specialist , NvWor of Industry Services Payment Submit-,al. 16081`98-0? 15 . Mon-tri. -:00 a.m. - =30 p.m_ WiSA'1ART code: ?G cc Fdwin A Iu"or. Was:em dr. Spec;ahst I i 6.4-.dS4. Mor. Iii. SO: AAA --1 1C P.A4- John I Schottlc- MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: Schottler Family LTD Partnership 3 Bedroom Mound 3 2013 Owners Name: Scottler Family LTD Partnership Owner's Address 1374 County Road I Somerset, WI 54025 Legal Description: NW114, NW1/4, 520, T30N, R17W Township Erin Prairie County. St. Croix Subdivision Name: NA Lot Number: Block Number Parcel I.D. Number 012-1046-10-000 Plan Transaction No. Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Septic and Dose tank specifications Page 8 Effluent filter information Page 9 & 10 Pump specifications and curve Page 11 Plot plan Page 12 Septic tank maintenance agreement Page 13 Warranty deed Page 14 CSM Attachment Soil evaluation report Designer: John Schmitt License Number: 223760 ;7 Date: 9129/2018 Phone Number: 715-760-0486 Signature: ti 71 ;AA1L( Designed Pursuant to the Mound Component Manual (or POWTS Version 2.0 SBD-10691-P (N. 01/01) and both SSWMP Publicatron 9 6 Design of pressure Distribution Networks for ST-SAS (10/81) and Pressure Distribution Component Manual Ver 2.0 SBD- 10706-P (N. 01101) Version 7.0 (R. 03/2012) Page 1 Mound and Pressure Distribution Component Design Site Information R Residential or commercial Design Note. Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 383-44-3 in-situ soil treatment for fecal colifonn of 36 inches. 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 1.00 Site Slope 98.65 Contour Line Elevation (ft) 24.00 Depth to Limiting Factor (in) 0.60 In-situ Soil Application Rate (gpd/ft) Distribution Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? - C Center or End Manifold 3.00 Lateral Spacing (ft) If N above. enter the elevation (ft) 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) 2.50 Orifice Spacing (ft) = 7.50 felorifice 2.00 Forcemain Diameter (in) 120.00 Forcemain Length (ft) Does the forcemain drain back? Y 88.00 Pump Tank Elevation (ft) /"'F-7-7-2 5 System Head (ft) x 1.3 A39.32 Forcemain Drainback (gal) L~ 11.23 Vertical Lift (ft) 5x Void Volume (gal) 3.84 Friction Loss (ft) Minimum Dose Volume (gal) J V 0.00 In-Ime Filter Loss (ft) System Demand (gpm) 18.32 Total Dynamic Head (ft) 12~ WOX ion Manifold Diameter Selection oice in. dia. o tions choice 1.25 1.50 x x 2.00 x x 3.00 Gallons/Inch Calculator ~ - Treatment Tank Information Total Tank Capaci ty (gal) 1000 00 Septic Tank Capacity (gal) ITotal Working Liquid Depth (in) Wieser Concrete Manufacturer ~J gaVin (enter result in cell B49) Dose Tank Information Effluent Filter Information 650.00 Dose Tank Capacity (gal) POLYLOK Filter Manufacturer 17 00 Dose Tank Volume (gal/in) 525 Filter Model Number Wieser Concrete Manufacturer Project: Schottler Family LTD Partnership Page 2 Mound Plan and Cross Section Views -T - J 1y =1 B Observation Pipe K T T TA O _1T W I B L Mound Component Dimensions A 6.00 It E 12.72 in H 1.00 ft K 4919~3 ft B 75.00 ft F 9.50 in r 7.27 ft L ft D 12.00 in 6.67 ft W ft 450 00 (ft 2) Dispersal Cell Area 995.49 (ft`) Basal Area Available 6.00 (gpolft) Linear Loading Rate 7,50 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.44 (ft) 1 I F Dispersal Cell / 100.15 (ft) Lateral 99.65 (ft)~ \ Invert Dispersal Cell Elevation D a 98.65 (ft) Contour Elevation 1.0 % Site Slope r Geotextile Fabric Cover Shading Key V CO, I tMspersa' Cell See lateral details on Topsoil Cap o 1.5 It Page 4 for number, size, and spacing of laterals. Subsoil Cap m a Laterals are equally ASTM C33 Sand ta t F spaced from the Tilled Layer c a 0 5 It ateral distribution cell's l © Aggregate o © cente l the A + distribution n cell (AxB). Project: Schottler Family LTD Partnership Page 3 Center Connection Lateral Layout Diagram Fcice msmtoontru>n na ree pr no5t to man/~'dN ar,~pov.l Lar•la'S ne,fe:,r•_sl P S ti *=Turn-uprlba'M•ahtecr i`X^Jr r2 11'-l Laferals Vorcema, Ech 40 PV( oteanoutPlm; per SPS Table 3;4 '0-5 Hele; dn'led on d,e h Atom of 11.0:wrf ai Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.50 in Orifice Spacing (X) 2 53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 3.00 ft Orifice Density 7 50 fe/orifice Lateral Flow Rate 9.83 gpm Manifold Length 3.00 ft System Flow Rate 39.32 gpm Manifold Diameter 1.50 in Total Dynamic Head 18.32 ft Forcemain Velocity 4.02 ft/sec Dose Tank Information Locking cover with warning label and locking device and Sealed watertight Electrical as per NEC 300 and SPS 315.300 WAC - 4 in. min. Disconnect - Tank component is property vented F- Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Ca aci 650.00 Gallons Volume 17.00 gal/inch A Weep hole or anti- Dimension Inches Gallons B siphon device A 20.12 342.11 B 2 00 34.00 -t Pump off elevation (ft) C 5.11 86.89 88.92 D 11.00 187.00 D Total 38.24 650.00 Dose tank elevation (ft) 3" Bedding un er tank. 88.00 Alarm Manuafacturer SJE Rhombus Alarm Model Number 1036378 _ Pump Manufacturer Zoeller Pump Model Number 152 Pump Must Deliver 39.32 gpm at 18.32 ft TDH Project- Schottler Family LTD Partnership Page 4 Mound System Maintenance and Operation Specifications Service Provider's Name John Schmitt Phone 715-760-0486 POWTS Regulator's Name St Croix County Zoning Phone 715-3864680 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 300 'pd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 fe Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Inspect and/or service once eve 3 ears Effluent Filter Should inspect and clean at least once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test month) Pressure System Laterals should be flushed and pressure tested eve 3 ears Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap, and are secured in as shown in the mound component manual, 2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in SIPS 384, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished . Grade yr 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project Schottier Family LTD Partnership Page 5 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.Oti01, R. 10i12), SSWMP Publication 9.6 (01181), and Pressure Distribution Component Manual Ver. 2.0 SBD- 10706-P (N. 01101, R. 10112)) and local or state rules pertaining to system maintenance and maintenance reporting, No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with SPS 383 33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump lank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shah. be sealed watertight upon the completion of service. Any opening deemetl unsound, defective, or subject to failure must be replaced Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank T'he septic tank shall be maintained by an individual certified to service septic tanks under s 281 48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113. Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure- If the filler is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required However. if such products are used they shall be approved for septic tank use by the Department of Commerce . Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms. and pumps shall be tested to verity proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter. and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing Influent quality into the mound system may not exceed 220 mg1L BOO„ 150 mg/L TSS, and 30 mgrL FOG for septic tank effluent or 30 mglL BODS. 30 mgn- TSS. 10 mgiL FOG. and 104 cfu1100 mL for highly treated effluent- Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank. pump, pump controls, alarm or related wining becomes defective the defective componential shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area I toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for the system, Project: Page 6 M-WOODWA :=l 9Sb -SZ£-008 DSL6S N1 *K08 N]l YH of dM}I Sn Q;LCM Z \ c- anod-ucA 3no 00 oc oo alvo TOWN OLLd3S o 1,3 :a~•10A-3ad ,0-.I="b l '31tl05 ABM 'A© WAtlaO 313891100 0-099/0001dvn 0 w w ~ J w z f > a O co O a " co 0 3 Ina Kz Jw O W d f m 0 30 ~ Fa o LA Q w CL M la1 V Y W U wrp I/WV11 ~O~ w 2 J (rj Z 0~ x a w Z O r, Op "G RQ a K F O j o o a G c U < om 0v < zz \ w~ zo 3 LL U 1-J ZJ= a U mU U Q s o~c O w OWQW a-U w a 6 0 a n O Q a0 Q V) mN I wy~ 00 O W ZN In In U 000 • m as ON MO • 6i w < (DLL- -ivooanpp wF m{lW"1yv~l e~ ° aria \U NO <O41>~ WQV WZ1a- WU 0 FO V) LLJ Q CL w SO OD Z JF OQW O~W a w N L) BU Y 0<oo<www~°wnw <<0 0 Z `azNoo a J Z z3mU23: m r r o o o z z o OJ a oz ~i J Q w L7 Q. I r 1 W~_ 0 1 <i z j •••9 a W` o z 2 Y-O~ 1 1 W 11 I I I I I I' I I i i N Il II I N v 'il t I~ ~ I I ~ W w ~I U I I w o~ l l I W I w a I I --I - o LL m .S .~97 w III U I a LL Z ti 00M < .•b8 Sv TES Z a r Page 7 i Zalxd Tho PL-525 Filter is rated for 10,000 GPn (gallons per day) making it one of the largest filters in its class. It has 525 linear feel of 1/16" filtration slots. Like the Pulylok PIA22, the Polylok PL-525 has an autornalic shut-off ball installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut oft the system so the effluent won't leave the tank. - ~ Alafln SN'IICh Fated for 10,000 GPn (gallons per day). 10 PD (Optional) 525 linear feet of 1/16" filtration. ,000 (G Accepts l" eve Accepts 4" and 6" SCHD 40 pipe. Extension Handle Built in gas deflector. sy Automatic shut-off ball when filter is removed. iT~ - Rated for Alarm accessibility. j tU,gM)CPD Accepts PVC extension handle. !F Ideal for residential and commercial waste flows up to 52: Linear Ft. of 1/ lei' 111,1100 gallons Per day (GPD). Filtration Slots 1. Locate the outlet of the septic tank. 2. Remove the tank cover and pump tank if necessary. .Anx•pts 4" & h" 3. Glue the filter housing to flu 4" or 6" outlet pipe II SCHD an pipe the filter is not centered under the access opening use a Polylok Extend & I uk or piece of pipe to renter filter. 4. Insert the PL-525 filter into its housing. r e Stc ih adndward 46 5. Replace. and secure the septic tank cover. tv sF~aHSIr ® e The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped, or at least every three years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter G ~ Gas Uanutor needs servicing. Servicing should be done by a certified septic tank pumper or installer. Automatic Shut-off Rill 1. IA)Cate the outlet of the septic tank. 2. Remove tank cover and pump tank if necessary. 3. Do not use plumbing when filler is removed. \1 4. Pull P1,525 cartridge out of the housing. 4 5. Hose off filter over the septic tank. Make sure all solids fall back into septic tank. ti. Insert the filter cartridge back into the housing making .sure the filter is properly ahgrxxi and completely inserted. t•olylok• Zabel h Best tillers des t•f!t Easih• installs 7. Replace and secure septic tank cover. the Sma nFiltet FU switch and alarm. into existing tanks Pulylok, Inc. Fairfield Blvd. Wallingford, l"F OW) Toll Frcc: M77.765.9565 Fax: 203.284.8514 ww~v.polylokxom Page 8 SECTION: 2.20.047 QUALITY P2/MPB SNCE ~r~t~c/ f ! ~ ~ FMI919 0110 Product iniamation presentee supersedes has reflects conditions at time - 1108 of putAcanon. Consult lactory regarding disaepandes a inoorSistencles AMIL T0: P0. BOX 16W• Lowok. KY 40256-0347 Visit our web site: SHIP T0: 3649 Carty Rim Road • Lwsndo, KY 40211-1961 www.zooller.com j502) 778.2131. 1(600) 92&PUMP • FAX (502) 774-3624 Durable cast iron construction 1511152/153 EFFLUENT SERIES Model 151 comes standard with a glass-filled polypropylene base (For Pump Prefix Identification see News & Views 0052) Corrosion resistant powder coated epoxy finish Stainless steel lifting handle Assembled with stainless steel bolts Non-clogging engineered thermoplastic vortex FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) impeller design AND ENHANCED FLOW STEP SYSTEMS Model 151-1/3HP passes Y2' spherical solids n„ EFFLUENT Model 152 -.4 HP passes W spherical solids SUBMERSIBLE Model 153-112 HP passes'/: spherical solids 11/2' NPT DISCHARGE SIVA, Motor - 60 Hz, 3450 RPM, oil-filled, hermetically sealed, automatic reset thermal overload protected ca Carbon/Ceramic seals - 1 rn_ ae~ Upper sleeve bearing and lower ball bearing running in bath of oil sad.a csvz.2.z w.,os 20 ft. UL Listed power cord with molded 3-wire plug 1 W NPT vertical discharge BN and BE standard models include a 20 ft. varable NMI N1s MS3 a F151IF762,FM nnmaulnnw:: level float switch BN15118N152&J153 8 13EI51BE1527BE753 Operates at temperatures to 130°F (54°C) in effluent 1.13. .A .4 p I wm ° y 5V or 230 or 230Lwa Font s».om & Irz Hr tral 11 5V applications All models include a 1 W x 2' PVC adapter fitting Note: The sizing of effluent systems normally requires variable level float(s) controls and property sized basins to achieve required pumping cycles or dosing timers with nonautomatic pumps. - u POWDER - , COATED /i TOUGH' NAIL T0: P0. SOX 16347 :amvdie. KY 40255"347 SHIP TO: 3649 Caro Rim Roar Lowy, KY 40211.1961 (502j 7762731. 1(6x10) 928-PUW FAX (502) 114 3 6 2 4 Z Manufacturers of... ~O C My QU4L//Y P7/MPS .,//NL'E i~p 0 Copyright 2010 Zoeller Co. All rights reserved. Page 9 W TOTAL DYNAMIC HEADIFLOW 3`Y PUMP PER°ORMANCF CURVE PER MINUTE MODEL 15u1521+53 EFFLUENT AND DEWATERING 36 MODEL 151 152 153 Foe Ibu+a J_M_ Iln 77 291 3n 61 Zil 70 265 /6 U Rt 30 61 M t57 52 193 6 25 2A ]A 129 a2 159 30 23 87 33 t25 35 101 - - 22 ~ 85 123 I - _1`- 47 t Sm+A3ba0 i66. I9.Im1 31 IIIsm) 44M103AI 2 _ C LLj Model 151 Models 1521153 m r, ~o ao 7n V. X X r (Y.LCNb I Nm 6?nt lI1ERE i 415 P: V IBJ 9: 'Ni T4 3:r 8: liM 4N. „n 4A1 mawv 314 1 \ a~w I 33A • Timed oosing panels available a r „v Nor • Electrical alternators, for duplex systems, are available and supplied with an alarm I I • Variable level control switches are available for controlling 1- single phase systems 1 • Double piggyback variable level goat switches are available r'- - for variable level long and short cycle controls iL ! - • Sealed Qvnx-Box available for outdoor installations -See r .01 1 ra I I_ FM1423 h-I • Over 130°F M-C) spndal quotation requirtld J'1 1 s~ :iM1W L»a 15111523153 MODELS contra Selecdon _ Model Ndt6-Ph M9U6 Amps Simplex Duplex: N'51 115 t !im 6C. T I Zcr3 DN3S t15 1 iJ1I0 a IrI:1LdEC 21Y3 l -233 Non ,i 1 2v3 3D D-0 V"ded 3v3 "Easy assembly' N7:2 115 1 Non 65 _ t - 203 f jglmpa JieU rye per. mot. r~l intlus~3.', w 115 1 Mob 8' InCN09d 203 u: I10 I Non _-4.S 2dr3 \(,~`wl \~5y,-Q0 4.3 ~ o '\,~Z 7 \ 152 230 1 n 10- irrJ 2or3 wNt ? -,151 2wq 775 iriluJel 2x3 --,i ItP.~) 233 1 AL„ 5.3 '3cldeo 2x3 1 - - 1. Single piggyback variable level Boat switch or double piggyback var:0ie kmCl Reduces potential clogging by debris Boat switch. Refer to FM3477. Repiaces rocks or bricks under the pump 2 See FW712 nor cornea model of EIedncal Alternator E-Pak. Made of durable. noncorrosive AcS 3, Variablelevel control swi" 10-0743 used as a conad activator, specify dudex Raises pump 2- off bottom of basin (3) « (4; Boat system. Provides the ability to raise intake by adding sections of 1 or 2' PVC piping A CAUTION Attaches securely to pump Accommodates sump, dewalenng and effluent applicatons NOTE: Make sure float is free from obstruction. For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. Copyright 2010 7oellor Co All nghls reserved Page 10 SYSTEM PLOT PLAN Desgn Flow 450uMbns~dary Ai Project Name: $ChOttler Attach design now calculabons for ' 1 Project Address. 1479 160111 street commercial plans. BM1 Symbol AL BM Elevaton: 100.00' Pipe Materials 1 ASTM Standard Scale: 1" = 60' BM Descripbon Top 012° PVC pipe Tables 364.903 6 364 30-5 0 60 90 120 BM2 Symbol' BM Elevation. 100,61' 4- SCH 40 PVC ASTM D2665 BM Descriplion: Top of VW 2" SCH 40 PVC ASTM D1765 15' Slope Gradient of Tested Area 0%) ' 'f2" SCIA 40 PVC, ASTM D17es Well Symbol (if applicable) Notes: Notes 40 Acre Parcel 1320' BM1 B2 B • -91.93'x19.95' Mound w/ 6'x75' cell ■B3 Shed Contour Line El. 98.65' _ Existing System to be 120' 2"SCH 40 abandoned as per code PVC Force main _ Driveway WLP10001650 Septic/Dose Tank Shed Bedroo BM2 c9 House Well a Barn L O CD _ N O C r- f 0 SilosO U Shed [Shed 1320' Property Line page 11 ST. CROIX COI NFY St.['[ W I ANh MAIN I FNANCE AGR1+.%1F.NT AND OWNERSHIP ('F.RTIFICATION FORM Ow"neL,Rtl~el Schottler Family Limited Partnership Mailing Address 1374 County Road I Property Address 1476 160th Street O'criii;ation required from 1'lannin_ R 7oning Department for new ionslrucliun.l City State New Richmond, WI Parcel ldcmificadon Number 012-1046-10-000 LEGAL DESCRIPTION Property Location Nw'.r. NW ',a. Sec. 20 1'30 N R17 1',', hown of Erin Prairie Subdivision Plat: Lot 4 Certified Survey M11ap # Volume . Page F Warranty Decd if (betore 2007)Volunic . Page 4 Spa: housc❑ycsdio Lot lines identiliablcClyes❑no SYSTF.N1 MAINTENANCE. AND OWNER CERTIFICATION Improper use and maintenance of your septic N tem could result in its premature failure to handle writes. Proper maintenance consists of punnpins out the septic tank every Ellice years or sooner. if needed, by a licensed purnper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal syctenn. Ownler maintenance responsibilities are specified in SSPS. 3,83.52(l) and in Chapter 12 - St- Croix County Sanitary Ordinance. The properly owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the ownu and by a master plumber,journeymmt plumher, restricted plumber it a licensed pumper verifying that ( I ) tire on-site taastcwalcr disposal system is in proper operating condition and/or ;d)cr inspection and pumping (if ncccssarv). the septic tank is Ics> than lis loll ofsludge. Iwc. the undersigned have read the above requirements and agree to maintain the priv;ue sewa,-c disposal system with the standards set loath herein. as set by the Department of Safety And Professional Services and the Department of Natural Resources. State of 1Visconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County 1'lannine & Toning Department within 10 Jaya of the three year expiration date. I: Nve certity that all statements on is farm arc true Eo Ells best of myour knowtedgc. I, we mniaw the ownerls) of the properq' described above, by virtue of a t Canty deed recorded in Resister of Deeds Office. Number of bedrooms 3` / r f SIGNATIRE OF.IPPI.ICANT(S) DATE .**Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department- Include with this application a recorded warranty deed frnni the Register of Deeds office and a copy of the certified survey neap it reference is made in the warraury deed. (REN'. 01.12) F CSC- 001K -,:Pay Department of ` #1949 sP= Satetyand 19 2018 od5 N dm. Code Page 1 or4 !?II VIi TN REPORT as Prossional Services Schmitt Sod Testing, Inc. Attach complete site pan on Riper not IeSS 2flaw,{3'G % 11 incn musr-SL Croix include. but not hmitedto vwuoatand-hepoint (BM), direction and arcel LD [Revie ounty percent slope, scale or dimensions, north avow. and location and distance to nearest road- 012-1 6- -000 Please print all information. d By _ Date Personal nfomlabon you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m;). Property Owner Property Location Schottler Family LTD Partnership Govt. Lot W114, 1/ , 520, T30N, 17W Property Owner's Mailing Address Lot # Block # Subd. Name r CSM# 1374 Cty Rd I NA 40 Acre Parcel City Stale Zip Code Phone Number City Village Town Nearest Road Somerset WI 54025 715-760-2855 Erin Prairie 160Th Street New Construction Use'. Residential I Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe-. Parent material Outwash Sand (Pillol Series) Flood plain elevation. if applicable NA W General comments Area is suitable for a mound system. System elevation is 99.65 based off the conloui line established at 98.65'. Slope of area is and recommendations: 1% Depth to limiting factor is 24'. F Boring # Boring Pit Ground surface elev. - 98.71 _ ff. Depth to limiting factor _ 24 In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. - •Efnrl •En#2 1 0-10 10yr3/2 none sil 2mgr mvfr as 2vf 0.6 0.8 2 10-24 10yr4/4 none sil 2msbk mfr gw 1vf 0.6 I 0.8 3 24-28 10yr4/4 m2d 7.5yr6r8 sl lmsbk mfr gw 0.4 0.7 7.5yrtil3 I 4 28-72 5yr4/4 mzd lsvrv:a fsl Om mfi 0.2 0.5 /.5yr6/2 t- F22 Bomng If Boring pit Ground surface elev. 98.71 ft . Depth to limiting factor 26 in Sod Application Rate Horizon Depth Dominant Color Redox Desraiption Texture Structure Consistence' Boundary Roots GPD/ft' in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. 'E"i •Eff#2 1 0-11 10yr3/3 none sil 2mgr mvfr as 2m,2vf 0.6 0.8 2 11-26 10yr5/3 none sil 2fsbk mfr gw 2m,lvf 0.6 0.8 3 26-32~ 7.5yr4/6 c2d 7.5yr6/6 sl Imsbk mfr cs 1vf 0.4 0.7 - _1 - - - 1.5yr6/1 4 32-74 5yr4/4 m2d 7.5Yr6/8 fsl Om mfi 0.2 0.5 7.Syr6/2_ Effluent #1 = BOD,> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD.. < 30 mgA. and TSS < 30 mgJL CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Sod Testing, Inc. Dale Evaluation Conducted Telephone Number 1595 72nd St New Richmond. WI 54017 8128/2018 715-760-1978 YuU.>.,FII,M II.A.I i Property Owner Schottle.r Family LTD Partnership parcel ID # 012-1046-10-000 Page 2 of 4 . Boring a Borng # / PR Ground surface elev 98.43 H. Depth to limiting factor 32 in. Soil Application Rate. Horizon Depth Dominant Color i Redox Description Texture Structure Consistence Boundary I Roots GPDM in. Munsell Do Sz. Cont. Color Gr. Sz. Sh. 'Ertel •Eifa2 1 0-10 10yr3/2 none sil 2ni mvfr as 2f,lvf 0.6 0.8 - - - - I 2 10-24 IDyr4/4 none sit 2msbk mfr gw 1Vf O o6 0.8 3 24-32 10yr4/4 none - c2d 1 r6/6 lmsbk mfr ~gw lvf 0.4 I 0.7 M 4 32-48 7.5yr4/6 - 10yr6/2 --I 9 s I Osg ml cs 0.7 1.6 5 48-60 10yr5/6 c210y 6/2/B fs1 Om mfr Cs 0.2 0.5 6 60-73 5yr4/4 m2d 7.5 r6I8 sl _i Om mfr -L 0.2 0.6 Boring Boring If Pit Ground surface elev. ft. Depth to funding factor ,n, Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence ,i Boundary Roots GPDM' in. Munsell Du. Sz. Cont. Color Gr. Sz. Sh. 'E/rat •Fmr2 i I i Boring Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate, Horizon Depth Dominant Color Redox Descuplion Texture Structure Consistence , Boundary Roots GPDM' in Munsell On. Sz. Cont. Color Gr. Sz. Sh -Eff#t 'EH#2 i Effluent #1 = BOD,> 30 < 220 mg+L and TSS >30 4150 mgrL ' Effluent #2 = BODz < 30 mg/L and TSS < 30 mg/L I k Department of Conanerce k rm equal upportunih service Purvliter : and employer. If you need as,isl:mce to access services or _ need material in nn alternate fonn:n. plea=c contact the dryrarunenl m 60X=266-;151 or 1 1) 608-264-8577 cup-..~:~ Page 3 of 4 Conducted byo Conducted For: Schmitt & Sons Excavating, Ina. Name. 3chottler Family LTD Partnership Thomas J. Schmitt, CST 227429 Address: 13114 Ctv Rd I 586 Valley View Trail City, State, Zip: Somerset, R'I 54025 Somerset, W 154025 Phone. 715-750-1978 PID, 012-1046-10-000 Lot No. NA 40 Acre Parcel D:nr Legal Description: NW 114 NN '1/4 S20 T29N R17%,*' s BaekhoeLPit Township, County: Erin Prairie, St. Croix County ® Bench Mark 1 El. 100.00' Top of 2" PVC Pipe G Bench Mark 2 El. 100.61' top of well Slope= 1% Scale 1"= 60' Contour Line El. 98.65' Contour Line Length 85' T NpTE: For full view of Lot see Aerial Photo (Page 4 of 4) C ( ~T ~ (j rx l jl 1 3U` 4 - ~y~' A N ~ E S 71G,V ~ 7iyr>/!,C h ~Qmx , i ~~YCLI WELL i I.S~Irp i ~ i SDUr/l ~ c -7c 44 .v ! ` o [ f4 • P S [tY ( P [ i•^444 y^~!(~ ~ 1 - PPIP„ A _ R tP hk O 1 P. i 4 4 'y m - ~ ` t d 1 r r . j s D k ~ ^ l N pe ~ u{` n j f N§ p ~ O 4 p O C _A N `T 4 _ Cn R d a j 1 CD T diE v 3 S_. O Q~K oQa ' 1 _ `a 58 it a 3 ~---ram- Z ~q'oo air j h . Y y 14 J' a rR ~ • y y`m n <i v n y.• • : vLr.. j}„~i y ~ , ~ .Yi~ts• Y ).y'Ir ~.~L Qi • . : 3S iN~ r 4 ' ~rr..~ r~,~;'}tr;.a• 1'~?~Y'~r~/J~~,f. .Y ••1•. ,~,`~.Rl.Jty~~uF 11 : ~ y