Loading...
HomeMy WebLinkAbout032-2017-95-100 (2)yCoses s.tiry.m loi..m t PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERALINFORMATION )ATTACH TO PERMIT) TANK SETBACK INFORMATION Nei TANk 1A4LL Br➢G. HGMcTO ,essu �� /6/. Tmng /M//e/,.3PUMPISIPKON L�j INFORMATION QZ.Se�. a w�aa5 �67 5 SERNACKau BVSIEM iO BLGG urtr a, /" Z55 UNIT ..mar. e_ ,m1 o %[ xx eassay az 2 z SOIL COVER �. M as Only Y L Ee BYar.na Ong COMMENTS: (nu.aeomaekvececeiaa Feel am) a in�morc $ Z(o 'q Ina mo Levuoll: aes cn Row „ArRMGe,�n. PM %'tea. AIAce} n�J d5ik Fees its �sM1Aa Pi.� a Pan enema,,, Yes use o er,a. mrammi mer,nalPd, SBM7110Ix¢n7) n..CENT Ne GA11- ao17 —?Q% RECEIVED Wash A 9A0 Century Sn�lemmh rvnmh (m Mrw-nrycl) �(aGdZB0 r ° 201W Mt Box 716Y Hovi52on "Madm W 53]07-]162 • ioMldulWfflWF Ait ApJ G762ANA75PPSJ rvmnm � � %SB nm,w oral elRerznle:m evelog a61•m') "" �mnmy Per an rarer rormmemnvJ drive di oo�oimo ancemsemarlfAedm in Pm,cou're mm::.y,.p,:.i&m)kwenln,� B �t Rs ✓✓ I.aA fnllonlnrormuJI Pbme PrintAll Information Iml PmnrName favor, SJJmne& Leal Landscain-Brooks Lakwood&Bob BmwOtlh Pro referdmg Adeve n C,vv wn.Im " Cc VV SW v , NE (.semen) OS tmme dal cre, Sot, zi025Pcoa1 pmmerdour. g cannonade, Wl 54(7I5)9773890 T 30 N, 19 eo.w II. Type of Building (check all that apply) W o M,,,mm 01or2Paine, Inciting - Barren Of MordamrOPa Na Binake No ❑ PdhmTmn_;mrhb. I e,md.. be Fcry If-- (OMM!/UPM N,: 0 SIM food -mr5e. me - esM ❑vnlagem Terror omneet e CVP, wlq—DD(n / Ito WSW exrfiuo�e,Isa;/ III. Type nrPermif (Cheri only one boa on line A. Complete line B Benignant ❑Wyleumrnl S}mm D TreaffinnonToddiaimk Raplazano"Ou" ❑ghmMWelwlionm EWMg6ynmgerylalol ❑Rmmt Permed ❑Pemmi Oxide, ❑(YungeolPlvmbae OP,mAnnimarlorom not pourer noted defendPemmMurder P proud' n'1rylC' l IV. Type urpffulSAem(Com o rtIVID me: Cnedon@at. ❑Not. ,m,dn n ❑P:rmdnm n F«,d ❑m.0 erne>:a m. nrraw:h,a: e<uln. ormrenhson e U rTd.pTw o flwB,,,e„a� Cmmmmnl (wwm .inemml,m, v. Uiape"a magnent Ame normnlon: Pol.Lok Pi,525e%Inent filter [dead Box ned) Soil APph,am x.m'gpk0 mdnrte Ne4dmebn Paval Mahoporze00 lagpe/sq.N. MCa3ssae 10232'at9"nabove ll].SO GpO 0.6 N .native soil 562.So sq. 915,785q.F I0157' conmw VI. Took I o Capeort, In T pal m,,Mf 4egme III,F 1 x �l lak 525fi d hl repardrijarjeforder 840 4 0 840 1 1 Z Wfaed,COmerue X Exceschartor Sind 0 Sind I I Combination ST/PC X VII. Rmponrlhllhy Statemml-1, 14 eMrnkleca mmnv rtµanudlity for emu p27 Plum 0Nume(Mm) MPP rvumin M• William SchRmaker MP 22]990 (]IS)386-21Sum, 237 rta(61rtm. cm. sot. ZIP CWo 1070 Scoff Round, Hudson, W 154016 VI Counla(b . mBee Onl Pn,:alPm Isisnamn. m oni Ix. cnnei" R for Dreaddermvid 3, Weil °'nett: Pm (r/1G Shill be y,�,sauffrun .w.a.�-a�ayyPe 44- vl� fnt� pme�e�/ SBo-6398M 11/II) Seale:. compere pen Or me enm••:•t eadrou 7715-Mce" /Il /ewe3i„deyf Sbiw yX(v 6 Lit � g ■Sp'IM ud'm�et � ///�� 56nctltA{�a,d3mO:�J ed �� i/\ 6rtoGLeY.�1 litinlSa*Jcr. i cda�lld✓✓ cL.�J/. SYo+s sco L`Icp p x G ou.VV pop 1 NN} /=r�I I{ OIVISION OF INDUSTRY 6ERVIISES NLOTS PLG15 331 c is ' " Y 2A�_ % n"-Sr/ GREEN EN N BPV WI 513MrE53 ConWtl Through Rely ..9cmpas ammndmywery hXpllNq wwa.wlswns., you m otl WelFan Socialist Wa Gullerr sees m November 09, 2ff 7 COST ID Na 229990 ATTV POWUNInspecaor WILLIAM C SCHOMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1090 SCO1T RD 1101 CARMICHAEL RD HUDSON WI 540167302 HUDSON WI 54016-7709 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: IV09i Ideraficamis Numbers Tranaactloo ID No. GO USE SITE: Site ID No. BCCIIA Swne& Leaf Landscaping Please rtf mbmb idmlifi[ation nmMers, 6f5 Cry Rd V V above m afl canes oodence:Vir Ilia e Taws of Somerset St Come County SE IT NR 114, S5. T3UN R19W FOR; Dever. tieu'. Cone l Mound -New Construction Object Type IgWTS Component Manual Regulated 0bjw ID No.: 194966 Malntanamm equlred; 338 GPD Flow mte; 27 in Rol minimum depth to limiting factor from comes] gmdz, System(s)'. Moots Component Manual - Vo 2A, SBO 10691-F IN.01/01, R.IC/12), Pressure Disammim Component Manual- Ver.20, SBD IO706P (N.01/OI, R. IN12); Commercial System, ElBuent Piltu The admitted described above has been Demwed for conPormarm with applicable Wisconsin Administrative Codes and Wisconsin SatmW. The submh0l has been C0NDITIONALLY APPROVED. This system Is to be oonamGed and located In comadance with the enclosed approved plans and with any component manml(s) trimmed above. The owned as defined In come, to in I (10), Wisconsin Scroll Is respossible, for openderae with all code requiremenu. No pawn may engage In or "OR at plumbing In the Him mesa licensed to d0 so by the Depettment per c 145-06, spats The following conditimmsball be met d.... a construction or installation and plot to occupancy Or use'. Key Items-P(Oi Design Approval This system is w be constructed and locoed in accordance with the approved plans, the "Mond Component Manual for Private Onslte Wastewater Systems Vernon 2.0' SOL 10691-P(N OVIOU and the "Ressure Diembnlicn Component Manual (orPti Onsite A as skier Treatment Systems Version(Y SBD-10706-P IN.01/01) Fence oft diapers.di,persal area prior and during comparison w protect and avoid dEmrldi compact... and use Of Ohe she • With new construction, it IN recommended nut t0 activate the pump in the time tank until the tanYs are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/ or left over construction parliament shall not be divchaMI into the drains discharging to the private entire wastewater treatment system TS). asY generated sM1all be properly disposed olonwite or off site. • Any hill grasses, leaves and shrubs shall be cot short and removed prior to oiling thew em for installation re prevent matting under the dlspen'alarea. a TLIAM[ sCH I WATER raw 11free 1r Prior construction of the diagnosis area, cheek the moisture con tent of the Sol Ito a depth of inches. Smearing and wmpaalog of war soil will result In reducing the iofiltnllon capacity of me sal. Proper soil mound an be determined by rolling a soil sample desc ent tee hands. If it rowire,the into a 1/4- inch w, the site icontent c is too wet in prepem_ led crumbles, site preparation can proceed. If me site is and wan to prepare, do not proceed until it dries. Provide surface water diversion around the treatment tanks and mound d6persal compooenL The owner is responsible for the operation and maintenance of the private onshe wastewater trcament system POWTS) in accmdanw with 8PS 383 and me approved management plan The owner of POWTS shell be responsible for sharing nor eeeees opening covers remain locked or seemed except to, organism ..teem 'interests m screwPumrses On were shall tactics a copy of the eminence operation and maintenance manual and'm Owner's manual for the PoWTS described in this approval. Provide a Copy of the Appeared POWTS plans mod this letter to the owner A copy of me manhood plans, mesdflcarmis and this lever shall be on site dating conevmllon and am to Inspection by authorized representatives arms Depmmen[y which may Include local mandamus. All pemats required "estate state or tee local munlcipund shall be obtained prior to commencement of conscription tsllatioNopera[lon. In granting this approval the Division of Industry data lips resorvesthe right to require changes oe additions should premi cos draw making them neeessmty for code compliance. As per state stets 101A 2(2), nothing In this reside shall relieve the designer of the responsibility for designing a safe wilding, commit, or component. Inquiries consortium this correspondence may bed made to me at telephone number listed below, or N the address on this leftmead. it ec fiallprovide a copy of this letter and the POWTS management plan to the owner and my naible forthe memlla[imq operation or mamurposnec of the POWTS.Fee nce Fine 3 250.00 FeeRewved$ 25000 Balance Due $ Oco 5 c t, 45ieimn of lntlushy Services WSMART CMe: ]633 I Is ]:INI M-3.45PM simg cc lames K Thompwn, Ace Soil by Site evolutions (Plans Mailed To) Edwin A Taylor, Wesumater Specialist (715)6343484, Monday- Friday 89e on To 430 pm Bosworth & paramount! LLC MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application OCT IND" AND TITLE PAGE 3jri7 Project Name: Slone B Leaf Landscaping - Commercial Mound Owners Name: Brooks LockwoM B Ben Bosworth Owners Address: PmpeM Atltlress: 595 Co. Rd W Somenspet, WI 50025 Lager Description: SWIM NEI/O, Sec. 05, T.30N., R. i gW. Township: Somerset county: St Croix Subdivision Name: Lot Number Block Number: Na Parcel LD. Number: 032-2017-95-100 Plan Transeptal No.'. Page 1 Inez and title Page Data enby Page Mound drawings Page 0 lateral and dose lank Page 5 System maintenance specKlcations Page Management and contingency plan Page] Pump curve and specifications Page Mound Site Plan Page Fnal Grading Site Plan Pope Pro act overview, B Bair Flow Calculalii Designer Bill Sathe er incense Number 227990 Data 10/19/T] Phone Number: (715)3863121 Signature Designed Pursuant to the Mound Component Manual for POWB Version 20 SBB-00691 P (IN 01N1, R. 11112) and bath SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01MR and Pressure Distribution Component Manual Ver20 SBD.1W06A (N. 01N1, R 10/12) Version )OIR. 11112) Pagel of 11 Mound and Pressure Distribution Component Design Design Workafteet Son Information (R Cr C) R Residential or Commercial Design Nom. Sand fill D) m1cauunns news 325.00 Estimated Wastewater Flow (gold) Taeb still we msn rnonitilm.nr mr 1.50 Peaking mctor(a.a 15=150%) fowdrawn of<_seni 63i.50 Design Flow pal 8.00 Site Slope (%) 109.5> Contour Line Elevation (ft) 31.p0 Depth to Timing Factor (in) 0.60 In-Sm Soli Application Rate Spill Distribution Cell Information 6].SO Dispersal Cell Length Along Contour (IS S.00 Cell WiMM1(fl) 1.00 Dispersal Cell Design Loading Rate (gpdi 1 Influent Wastewater Query T or 2) Are the seems me highest t In me aiso-muuon r= Pressure Distribution Information networks Enter Y or IN (C or E) a Center End Manifold � �tlo 1fl1 250 Lateral Spring (fl) If N above, enter 1M1e aleva 2 Number of Laterals Of highest point. 0.156 Orifice Diameter [m) 2.00 Estimated Orifice Spacing (0) = 4.96 lelori0ce 2.00 Forcemain Diameter (in) 150.00 Forcem ren Length (I Does the fomamam drain backs 85.00 Pump Tank Elempon(tt) Enter Y or 455 System Head (it) x 1.3 244T Forsaken Dri inback (gal) 16,82 Vertical Lift (k) 6056 Sx Void Volume (gal) ` 4.20 Fncllon Loss (tt) 8502 Minimum Dose Volume (gal) 0.001n-line Filter Losa (fl) 3552 System Demand p9i 2657 Total Dynamic dead in Letml Diameter selection In. dla o eons choice 075 1 00 125 1.50 Mantloltl Diameter Selection In. aia. options I choice 25 50 200 300 200 300 Gallonsllnch Calculator (optional) Treatment Tank lMomlation 50826 Total Tank Capacity (gal) 84000 Se tic Tank Capacity(gal) 1 43 001 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 1102 golden (enter result In cell 1349) Doge Tank Informa0on Effluent Filter Informal 50826 Dose Tank Capacity (gal) Po Lok Fitter Manufacturer 11.82 Dose Tank Volume(gaNin) PL-525 Filter Model Number Wieser Concrete Manufacturer Project Stone& Leaf Lantlscaping- Commercial Mound Page 2 of 11 Mound Plan and Cross Section Views Mound Component Dimensions It F 5 It 0 69.00 n G 1050n J 519n W 16e]5X 33750(n2) Dispersal Cell Area 91578 W) Basal Area Avai 5 00 (gpd/n) Linear Loading Rate 6 )5 (n)1I10 B Ods. Pipe Placement Mound Croce Section View Aggregate Dispersal Area Fnisnad Grade 104 11 (fl) G H 11233 fl)�1102.32 (nInvent Lateral Dlspeo ieell Q Ele ion D S < ° T>i- —v ioi 57(fl) Concur Elevation 6 0 %Site Slope Glectionle plead Cover Shading Key y$ D pe (Cell 3 ft iaetal n Topsoil Cap §a 15fl :h Page 4 for carrier,ads OsdolCap and ea'9rhisses ASTM C33 Santl / Laterad are equally Tiled Layer d o n ,va Fspacedt from the ©0 Ag9 gate B ] +I e ire t it's camellia, tome y — --nmsmowron cell (nve). Project Same s Lear Landscaping . Commercial Mound Page3m 11 End Connection Lateral Layout Diagram e..Isvapvv w..la...w Ise —el w.ww.e srkooe.pe.r... i FinaMvmPm W MuoorsbrtairNYApG[ uuxo atamrra. Yet W rvCpe SPS TYW Mv3Jf Number of Latarab 2 Onlice Diameter O156 in Lateral Diameter 150 In OrIOce 6pacing IX) 2-00 fl Lateral Length R) E6.00 fl Ormces perLateral 34 Lateral Spacing (S) 2.50 fl Orrlice Density 4.96 fl'lonal Ali Flow Rare 18.31 gem Manifold Length 250 ft System Flow Rate 36.62 gem Manifold Diameter 150 in Total Dynamic Heatl 256] fl FDrcemain Velocity 3 ]4 fVsec Doss Tank Information Looking Maetwab wamm9 label onno wiv seta Eepul and Sp5316J00eWACll Damnrevt410 y Tank mmpows u precem ranee valet heaven Wieser Concrete Manufacturer c it Ca Wfl26 Gallons Volume 1 1182 gallill A Dlmensio Inches Gallons B A 2131 25]]6 D 200 230 3502 D 200 14184 Total 43 4300 50826 Ale" Manuafacturer SJ RbOmbas Ale" Model Number SJE IUn 1421 Pump Manufacturer Gpultls Pump Model Number WE05H Pump Must Deliver 36629p at 25.5]ft TDH Project'. Stoned Leaf Landscaping- Commercial Mound Forrarbor diameter 2 in. Wrap have or endb eiptera lce Pump oONwrote, la) ri dfi o0 postal anaad600 Note Switches containing mercury may not be used in this system. Page 4 of 11 Mound Svstem Maintenance and Operation Specifications Service Providers Name Bill Schumaker Phone p15)388 131 Pi Regulator's Name St LMIX coun zoningDept Phone(715t366d660 System Flow and Load Parameters Design Flow - Peak 3395 god Maximum Influent comes Sae 118 in Estimated Flow - Average 225 gpa Maximum BOD51 220 nelL Septic Tank Capacityl 840 gal Maxlmum TSS 150 mglL Soil Abel Component Size 337.5 W Maximum FOG 30 mglL Type of Waffiewater Upbraided Maximum Fecal Colibrm >10E4 di not. Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Service Freauencv ma eclg0— service e 3years Shoub'ms ct a4n'Od nat bast once every3 yeamer Test once every 3 years Should test redeem Laterals shows be flushed and re ore tested eve a¢ 1 5 ears Inspect for ondin and see onceel 3 exurs Miscellaneous Construction and Materials Standards 1. Observation pipes are slothad and materials conform to Table BPS 384.30-1, have a whabaght cap, and are secured in as shown In the Mound component manual. 2. Dispersal cell aggregate conforms to BPS 384.30 t6)(h As Arm. Cotle. 3. All gravity and pressure piping materials ornbrm to the requirements In BPS 364, WIs. Arm. Cotle. 4. Tillage of the basal area is accomppsbed with a molt board or chisel plow. 5. The mound structure and other disturber areas will be seeded and mulch" to prevent soil erosion and help real host peneamear Lateral Tum-up Detail Finished! .............. ............... Grade V 6-B"Diameter Lawn —� Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution �s Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project'. Stone & Leaf Landscaping- Commercial Mound Page 5 of 11 Mound System Management Plan PumueMlo 9P5 380.54. Wla Ad an CoE reel This pasywm.eau be operalee m acwmanm With SOUP sfiz.ea Publication Aim core. and shall mamum.emawrmn¢wlma: n800107eX IN011011 SOIN1, R.1m10, um m ad remaining and Pressu aOpinbullon 0°mPoreMMan ul 20SB610]p PontI%. 1 PUMP tank since dana apeo"'maybe ummt that III aMm death n¢rep°nlnp. nip mad baleander ho mphe In tic of gam be prevent eweca death geSepNcan p lenkabaMonmeM ShaIIMI aaorJan¢=wAM1 5P536311,W AprilCapePelenks are no longer ume as P SeMlc 01 PUMP talk maeb ream rsand arm,.Multlmn ee brwMerl a un erelow; Pc ope bn rp. ,ad erviman ambap mnsmakm nut ac¢ebohkumn n the wmpleflon&WNI Any opening Unsound oettlMlireXeM pRingervo Wprevenl loundeel alumuthi enuymma tank mleommnenlcMaln elemeunn+ll bztt coy en Sad o Tank Try septic link Shall be maiepeal by an lneio ue mMed to Sao septic may Mader. 201 I6,&go The bantams M the ort, lank Shall be disposed file a Fd,nm with NO 113, We Amn Code. The opertling wnemn of UP mph, lank and MUM filter naIla3 we, by lnspegion. The%list firm, wry Il be G and va ne¢uary to emum propempe2tion. ThefilttranNpe ShouMnMbemmfiweeulku madehe M.ln molds In le lank ink may haigh onme fit&rwMn remmee hom an eMorvre. IlM llsellpMd with an drum uS nlaaTM rvia lithe all orm econnnuou5ly. IemNenlfiXer plane may In i¢leswge Inte n The&PMlP tank shall have nttMam When the vo ere of needs a nd mum in the la call he Fell °e meo the k the Me web s by not min atthel Pia triennia s I, Mall mcm ne shallthe over ompleMall t area less thanM cein ml and HWgcl I'Y Multi¢mat in the lip alky, it SUN Swine aee doe W.halmeraMm"d par eapfivYok use ey met y.NneM a commme°erc nmdThe are dive to v pmmma�ra onIf an effluent elXeer installed ndel, Me Pink n Shayy�c-p ume aannd rlrvireSE asnes Wx Shall MMSlee IoverNv a mein p nueg5mayuremareer adtuemoa $smlm a mathemotimsnalle SmE naaL mulNeOavM1 uaba.anmerev baena loarnle. me prolecilon mlmite top aimpahwak alnleam)M the ommndee m.kil wmp ion may hinder not Me efim . Nrl;m the Mound xM bampacl will pmmMaooalce ratm. Ie Weather Tema ni(Oc1n Febmay)dMHe that the Mal IF health Mi UP plot Man framad Pia link into seldom othemound Sem may not u330 nigh BOD, 160 nigh TSSand 30 Mal FOG 1°r Wmic tank eTueM or no nalInfluent SOD, he IWL TS5, 10 nigh FCG and 16' PaulI for Mary tWa 'Sunni. I°numtthat may not ex a mavlmum all rosesPovend In the permit for lMa lnMallenon. e to elalneubn rySttmis prm reOeflushing polnletlheeM obaM leleral M,ts nc°mmended that much all M1eehe wtaea v veo 1@mo notation theinstalled btlHemmned fi Moggirg had o¢wretl anewoMm cleaning is ipulree to meiMenequa taanldma ipnpelm alithe d1m d p6,n Mi Netl151emalmllpallbeohoM, far enluenlPending ga FOMing I oFea not ,n,MFNo Ibenmer,a anyb¢IS above6lnMm wnslderee tie an mpentllnp hydmuliclallore mpuinng aedlnonal, morehpuenl mombny. comma ov Re If the uaddemnk or per Ml6 wmpyrome became de &IM the lank or until Shall be mpatre] or wlsI to keep Me system mpr r'p FSIq wNlFon. the dmbq all pump, pump c°nWM alum or Whaed vaingbemmes dekUtve Fee dNeHlw courallUl pall be lmmetlfflad market akpm fl oFollbye xenb akageaa'rg'w by parmrlolnegmund prkx,n aw mmpHtedm .¢eM°IMl m= dmll,r pi by Ire dating maid anm...nth leakage � m g�mwln0 Sao the yHwgee maim e and meals, an m. pipes. an re a�ng said wmpmnen. a nip m.rvl rune =5r �,to pmwrommma aolSeeP. See ace mnmi plan for the name and mlepnem e.mb.rorSam Mall Powrs r=gmnwand Proper prpMem. anem am attached sim wpm. ana. mn.�elana mom prd°mao m the oaHan mace=meat Mal for thISS lmr al moil minim n le .wmh am=n6 e p nkrml PrD)eci. Page 60f 11 MGOULDS PUMPS Specifically designed for the LETTER Ed user. •Homes •Farms •Trailer courts Motels Schools Indusspita try Industry Effluent systems SPECIFICA1FPON5 Pump • Solids handling Deal maximum • Discharge size: TNAT. • Capi'. up to IDD GPM. • Tom l heads'. up to 138 feet TDH • 104 Fo lContnuous 14(chlIimermment •See order numbers on whe f again HP, g.phase and RPM s avagabe. FEATURES oImpeller cast iron, unry, ten non g with pump out I protection WI for moo operation Silicon amoption impeller available IN Cr Cast IronOF type form mefrcnc•. r' NPT d marge. 0Mechanical Seal SILICON UWBIDE VS. SILICON CARBIDE sealing faces. $rd inleII steel metal ports, BL'WAG elastomers. E POS Funds Pumps cases Submersible Effluent Pump 3885 PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. •Shalt: Co poseresistant Single phase'. • Dearingm Upperapd stainless Steel Threaded •BuilFio overload wrtb lower heavy duty ball bearing design. WtknW on three phase autor FORT commi models to quad against • All single phase models 0 Power GMe: Severe do) component damageon feature apactor sort rated, oil and water resistant accidental reverse rotation. moors ini for mmum dral All on motor end • Fasteners'. FOR series Owning torque- provides seontlary moisture yourfleas weft. •Sand R, HP— 16ESITOW barrier in rase outer of l&PEt •thoou bdamag nog tlry "Ah ns zos and 230 Volt µamen¢ and prevent ed witM1 itlamagem prong Plug. Stanto Rion. Standard do. components •'hlleads 530W wish AD lends Optional lengths any rvailable. bare leads. 0 Designed tar continuous phase 0Ormng'. Seal RaDve operation when fully -Overload must sealing against contaminants submerged be provided In starer unit and oil leakage. -&3 HP-14/4 STOW Sam MOTORS bare leads. AGENCY LISTINGS • Full' Submerged in high • Designed for Continuous ode turbine oil for lubrication Operation: Pump ratings are and efficient within the motor manufaaurus ren,mundend wornlimitsSA canSp • Class S Insulation ran le operated continuouslytinuously us wlmo0 damage when Ngy rwaveriar a submerged. eves, Sun.I, Iwo Pool raparr refMETER FEET 1 an _ F120 Ever... SERIES 3885 SIZE E, SOLIDS 1. {I I 0T7L� 51 30 Of IS 30 ED Pop h, Val J4EEZ J.'tH. ryg( Goulds Pumps yY ITT Industries Pn.?,eu m � Spo�%�t�A♦6t6'mP:d Stx4Ja N.e�pyt. ' 4 3 T CHY ° rN•1i. j Q � � e4 Au. V✓ i NAr.G. -- Fain r ltv.- d es rd wJib'S'm-NQ Wb.'.0 d4. <iaa,rro.m�Cuzs1 qg� Al�pMpss /�.aEy.d<az i'{ A�eri s�ii(.Je RK4 ( ➢dYn �<pArtaozb a F .w Al .lwce f)o' ..' Pro➢eaW r�u e e 4 S4P 4.800 �mJl� �NW EO STORMWAT BAlOANG ^' VV / N Exl&D�G SIG I� aG� �e n, WELL . IANOSCAPING PRODUCTS �SO BUILDING SETBACK ,STORM WATER SEPTIC TANKS �l- - 7 DRAINFIELD TANKS aYn' 6c � \ ... .... �I : v . L007 2 Project Overview, Daily Flow & Septic Tank Sizing Calculations IOBDESCRIPTION. Proposed Sane&Leaf Landscaniminsulity. BuslntssplunlndlcmauplolOwlltimevid4 and time employees, with I miled,mall estimated at 5 wmmeNday. Facility will amlam nvo floor mount, one must, bortroom with shower and no klmM1en facilities. A postage flaw drain will receive only steaming water and wlI not he plumbed ins me POWTS Effluent quality consonantal to comply with 9andards enumerated in Mvi 383 44 (2)(d. See Management Plan for initial testing of effluent quality. ABSORPTION AREA SIZING. I. Toseldailywaauwaterflow-3000OG (10 employees, all shlfis)(13 gall employe)- I30Wod (45howen)(I0 Strabismic) - 4000gpd (S rein customers)( I)- 500gpd (I nardoms)(25galldmin)= 25COcipd Total deny estimated viscounts, flow- 2000Ogpd Total day design flow -(200 Mail 5 container factor)- 30000end SEPTIC TANK CAPACrrv= I. Design wasuwmer flow -30O00Gled 30000 gpd75 gild -2.56 did person equivalency 2 Minimum moimd currency w 43535Gallon s (300 W)+(I161 x 31 x 256)-(46 YJ x2.56)-4a A'I yRequires a three year maintenance cycle) (30000 1088 "nmglc same, )-626,40 gallon country merited on year malneanwryde 3 Proposed septic tank Copse* &Manufacturer. mtine a4TPC 4. PolyLak PLRS efiluentritertoheinselledatsephcunko tlec Pgl0 of 11 Stone & Leaf Landscaping - Commercial Mound POWTS Index & Title Sheet Pm]em Name'. Slam& Leaf Landscaping- Commercial Mound Owners Name: Brooks Lockwood & Bob BoswonM1 Ownele Mound 645 Co Rd V V, S,,L W154025 Site address Same project 14cur", 6ubtllvlslon'. Na Legal Description: SWva NEvq red 05,f30N.,B. 19W., Lear of Somerset St, Crude Co., So PamelIDp: 0322017-95-100 Page 1--MEexmmE Ithe Sheet ei Smte A"I'd tlM tllksign Page3 S", Codes Pagel nt Pllter Cross Seel Page Septic Tank Maintenance Agreement page Warranty Deed Maier Plumber Restricted Serviw: Bill Schumaker, Dept. of Salhry&Pro6usional Services Cretleulial 4229990 Signature Dale: Page I of 6 Grain wvvmt w In -Ground Scu Amomnon Component product tar In1d Soo. 2u SewmoSv Va AiroLa I ale) ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owncr/Duy�erI. Stone & Leaf Landscaping - Brooks Lockwood Mailing Add1t'�Ssa Co. Rd. V V, Somerset, WI 54025 Properly Addle Co. Rd. V V, Somerset, WI 54025 �? . (Venfiuetion required Rom Planning & Zoning Oepan ear for new mmwudon.) city/state SOMFfZ Parcel Identification Number 032-2017-95-100 LEGAL DESCRIPTION Property Location SW C NE ,A, Sec 05 T30 N R19 W,TpW11 of Somerset Subdivision Plat: Na ,Lot4 Na Certified Survey Map a Na ,Volwne Na Page Na Warranty Deed (before 2009)Volume , Page # Spec bouu Dyes[Zhm Lee Hoes identifiable DoeE]w Improper use and maintenance of your septic system Could result in its premature failure to handle wastes. Proper the con sists afpumping out septic tank every three years or sooner, ifneeded, by a beamed pumper. Whmyeuputinm system c the system can offict the specs ed in § of the septicdarkmesa Chapter 12 St. inoix warm tllSpwal tsystem mob[ Owner maiotenanae rospomibllldes are specified in 4SPS.383S2(I) eiln Geprzr I]-Sl Croix Comfy genitary ONinence. The property owner agrees to submit to Sr Croix Count) Planning & Zoning Department aanlRwnon force signed by the owner and by a master plumber, Joumeyman plumber, restricted plumber ore Ilfensed pumper v,olylo tdid( I) the mnsim wastewater disposal system is in pamper operating condition andbor(2) are,in spection and pumpmg(Ifnecessarythe ), theptictank Is less than IH lull of sludge Vwa, the undersigned have e®d the above requirements and agree w maiailn the private sewage disposal system with the standards set froth, herein as so by the Deportment of Safety And Professional Services and the Department ofl aturvl Resources. Seen of Wisconsin. Carmine, nmmg (her no, septic system has been ..... least must be compiled and rearmed to the Sr Coax County Planning be Zoning Department Within 30 days If the three year expiration date. 1/we certify that all statemeuson this SAInve fileethe best ofon, "ur knowledge .[/weam/me IM1e ownetfs) or the property dsselbed above, by.. sure of a wamoty d..... civil I her to of Deed, Office Number of bedrooms Na u _y"e��'Q�• � J, SIGNATURE OF A' IS) DATE ^^^Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning DCPmmOnt ^^ Include with this application a recorded warrant) dwd turn the Register of Deeds Office and a copy of the crested survey map if reference is mad, in the Primary race, (REV. 04/12) nJ ZoFb w9dxiay.e'd�VEID SOIL EVALUATION REPORT X1994 pOp ��11��i099'Ne'' n Ilry Comm es, wle. AEm.LMe P� 1 a 4 • 1'1018Sbndl �rn[ei �J1• UL Al wrwmel"ap.",umk"orrei "` � EVADQJJ8NN72W--1 �5 •r\pinl ell lrl/amlBWn. w n wu PwvX-- IW%+Irmn'apuv,a ufnlmD ••.•••••••"••••••s•.•. Cnumy Slcmx Pants 1. 032- iT tao Rev BY Me vmpeMo rermn SIme B Leaf smiw aPln9 nsn a Wn C Go,n v W1M, tl Sl!. µR18WrJ PmpeM Cr.TaIa MVMvq MEnu P.O. BOS 506 L X mW5, BMJIX ,W Wma csN C1ry - 6Nb zycoee Pnone NlMnF HW n WI W16 [cry 'u vilw.JTwn ReamXXw^ 6cmereel C RtlW Una, W4 :�FeMm'0 SM _ CM kn eNHim "We wm GPO P1 l Pna w1-o® sa mmam clalru lanes Seri ) Flans o Iveabn, 6 sailin a kLB n. Mm q bmJMxero ne pima. saw assa ' 102 V Used Off la 1 nslaUMW 1015]. slnle N aedle remmme O a 6% C ro" 91afa' 3P. ✓ !� �Ban�9M-lsnfinP ps GmuMeurlaweKv. 102.30 ft DWnw llmlllnp leave 29 EOp Paglulbn Rab 'slab fisn �1 �Plry em Cola �Munvll Rmbe Ceeu¢AnI GU Sx.Com. Lobr Timm magum Gr.an. 6a. Conwl MUMMY GFAfl' 09 IOyr3/3 Mns 9 2"r mM as V,2N 0.6 1.0 2 9-22 11 y 9/9 f asl 2f9Sr mh 9w 2f�M 0.6 1.0 3 22-29 7.5M/9 nkra IN lrre6k mh 4a — 0.4 0.7 4 29-32 5M/4 1 rt1G],w�5 sl ]m2k mh — 0.1 0.7 5 32fi "14 m3E)S u 9 Om Inq — 0.2 0.6 1 �eofilptl '. dwM jPo Gloats wllvn ebv. 101.90_11. CepM blmnlrq leaor 28 In. Sql PppaoIMRW Hohan CeaN Bomma Lobr Ranon tteollplbn lomme MwnNl Ou. 6x. Cm1. CGw slr✓Nis Cwebbn Gr.5z.6X. BounNY Room GPW _ 1 6l0 1W/ 3 flone CAI 2mpr mvh as M 0.6 _ 0.8 2 1P16 10 /4�_.lono 9r9 2hM Mir 9w lvf 0.6 1.0 3 I15-28 7.Tyro/4 nom 9ra lnn k rM' 9w — 0.4 0.7 q 28-R SUHl9 m2Eg �8 y Mn rnry — 0.2 0.6 'MmnlXl•13Mo n a 220 as L eM T55 e50s 159 mpL 'Main141= ROD e W maL eno I na_au mµ' C6TXeme lPbam PnnU SmimWn y // CSTXumler 22]429 TWMSS J.S hMM �/J`�w—�•�/iWC^—,.__ Ueu Ev.wNgn COMuaea Teb{iwrexamMr Maleae SNm516nilUMlM lx &13201] ]t6080.19 1505RM St Xm Rknmmq Wl SWq rnoPmml 1 Nv-( 6 aletmti swie&LeaflaM"png Rerw110x 0311MIM] 100 page 3 m 4 F-3-]Boring0 PonM On Gould eurla®ebr. 100.20 _fl. Ceplh blimillnBteam, _ $] inlomyn SnpgggRey von Comlewacow Musall Rwb[GHvgIIm Ou. SS Cont. cdm T BlruWn Gr. $z. SM1. ConshMnn Rttb WDIV 1 On10 IOQ3/3 name at 3mgr mM am M 0.6 0.8 2 1027 10y 114 III 9N 31msbk I mar 9w M 0.6 1.0 2732 ].5yN/4 U )Sy WB 9r9 irrNtk mh 9w Iw 0.4 0.7 4 3345 Sid4i7. N].ar fi 1 al Om mfi -- 03 0.6 5 4593 10yr5/3 m Od MyyB ]5 E sll lmsbk mh __ 0.9 0.6 //— �SOXnpk JRe Gmund Bunion 1 w. ,. --- 9 Nine to 111ladu 30. M. SopgogiWlm Reb Hown oTh I%minam Color Mwuell ebs OewlpXon Ou. Si Cone Color T SexualCons4bnm GrSe SM1. 0aundery GI 1 01l layW3 III Efidr mwr as+ wd 0.6 0.8 E 11-19 10yr5/3 none sil 3msbk mvh 9w Iw 0.6 0.8 3 19-30 7.Syr4/4 Al Nabk MITan;Iw 0.2 0.6 4 31143 5y 1/9 1EGR7.SyK/6 6 vlzl Im#k mfi 9w _ - 03 0.6 5 43w 10/6/3 m27. iM7. 1 so 1mb< m0 - 0.4 0.6 _ ❑SaXnp9 _f Fti ln9 GrauM mm P, ad, fl. CMM1b 4mlAnp letlw _. In. SdIMPiano, RW Rdlmn Capm In. OwnmantCom RxdmDauddon Ou%Cuy Coor'T Stmdure Gr. Sa. SM1. fanuWrce Eoulgey Rowe GGOr1Y mem did ... #t-KID, a 30<= wk end l55>30<_15o wgh '111 X2= EOOs 9]o rtgh and lSS �30 MI 36e nopam=m or commas 1, en �anl wpwmnlry .r.'tu om.1a<. ana.mgloy<r. Irrou n:d a�.mma b eca...wm.a ar n.m mxryl In an.lmmmo mrmm. pmsse<onw'tm.. anrmmmmtmwe-z66-3tst nrrrc bne-zsd-s]]]. *�Ix. Page 3 01 y C01,11aM M1y: Cuntlutletl 4or: Schmitt& Sons 6crveGng Inc Name: Slonr a Lear Lxnnanpl^B Thomas J. Schmitt, CST 227429 Address: nq B" 50s 5B6 Valley View Trail City. State. Zip: II wom. W154016 Somerset Wl 54025 Phone'. 715- 6 -1978 4g PIO: 032-➢11]-95-IM ��/✓�" Lot NO. Legal Description. SW 14 NI11/4 IS loWR19N' • Backhoa Pit Township, County: "I'lonch 4c Cra y fount' ♦Bench Mark El. 100.00Tap of I"threat Line R. Pipe 0 Bench Mark 2 El. 103.92 top of 2" PVC pipe Slope= 8% Scale t"= 60' Contour Lane EI. 101.60' Contour Line Length JS' NOTE: For toll view or Lot see Aerial Photo (Page 4 010) nl J /6 PT P;ox- &c& St Croix county, Wl Legend ❑mcu xmnv.=11a4 � ■a �miun 1NNSO Im ore 1 gab u