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026-1168-41-000
PRIVATE SEWAGE SYSTEM $I Croix "Ity n=n 8.1419 o wdw. INSPECTION REPORT Newsawea ND 616664 GENERAL INFORMATION (ATTACH TO PERMIT) ahem N. Pelan mN ees PP.ie.evrw...ai.,.wawwmw rp u..,sw lrx s"IftH deru Nade v a..N. WC LandHoldings LLC OF RICHMOND TOWN OF 026-1166i1-Ogg ,e.li]o�o a mwe,..ee ]2.6016.1G6] TANK INFORMATION ELEVATION DATA ®mum�j�® ®m®®® ""FFE' s ml u rmcm�s �s�Enn �MMMM F s �mmpm= emu►-�tr�� ��s?er.� SOIL ABSORPTION SYSTEM va NamNo 0 TMOdN Nk me r,i aF. . oc lw✓.E51nEIM us ru F N.me. DIS1 N lOse—Ik-6 d. P: P'� o,l s...ea A S/3L.....>w=e, ZF N A SOILOOVER Pm,,mftN, PnM 11 malind or storage srmwa only Center :maw 17,dr IL�I oN COMMENTS (1,MNL,�emeu.Pelpedidwmal M) �nn eI rule iwP,m�nnM B—Iz—I ,IAlI-.oeaa-NenH934 r eo.Kr6 _pDty.L�W g..1 coil - amN.moww. 741. 1)40- POWIVOIRMUse PwW.,.N,M„esel nM, : Al AIIIIK adlIN"l SHVu_ao19-11 G - (ow N Bu d /i rK s.+n m eo� �l f C o a ;1 syi.o, w ssmr-r\az ,irs Smeary Permit Appilcavou 07 mxm,r.O2Z xs Im.w..m ce<,m4®m�mw amm K C :�x�msewmm\...m.�a,mm x�npP�rman,..mo+,�rowrs �\a me�am®) n uP.mm wsm.ae�ws="m vem 2 /H L I.t..m.Y..-P1wePiv��\YI.f.�a.M1m PigayGvrFmrc G /t/ cro. z,P ua. row. -.7e n')YP.Pux•�emelv.�.o nu vrhl V. ssa.®,xm Vim. mrumoa-x�re.memk �/ , ❑cma ova.d O.Typ he.1®Iya.e Lea a. lmeA Cmpl.le WeBY.pplu6lej N.r Syam ❑PMmaSaam GLmMNEq TN¢g1mvCYy O mPorbp Sy�ecgiyl 0 (Yp MP�vLa Im Pn®Im.NrLa MDrt «mP®T�mMw ry r. erPowns mmaem .sw..� rt ❑xe.-ik..mm mare ❑na..mm ,�n�ar _ w ❑w+.me�vm ammu..a umenm�rmwmmcm�.m) ❑I�w�rw ❑ommwp.wraepmmi�.�em ne°t ) �sm�� am...x. prv®mlm usm�.,�nwmim s>sa..� BtJ 2a-c'7 ,j \R 1.4 �m iml .tl N�mme vbm E Tm 6mTm �fi s� ➢ B3 3 I.I emszxmyim W/G� �-. mY. L¢Zp WI LL !Q-f f/ Ltl .mm aomop R Cee JrslshNum i plV6ps!�Yi AIA.^vPp`^v*.Lm wr.rv. 44 rn i u\u.... w^�pW.wee)artv SBU6)9t(0.1V11) ��ADVANCED�."..M ,�, oFM...,n�.,.���. o rm\-r N T"r 4,1 " w.o / 1 to north v L .r...�e.. i959" �m.ww._oAPR New 5N 90 V✓C i wve�+ koe PM UP wNe Of T O g 8 > 8 — ' los it Iw ,F ,b F- $ vXAN,, RAF Pe.r N AL s E (9 tma<�Y,to,m > f -- p �� 10' m / of )Ibo oo "u. i ]! _ NOR New �M I.1copY 6 HAVE/MK - .�"atom; m«-.• _. ll4 g t= L� 3uL 2t19 i July 3, 2019 I— - - CONDITIONAL APPROVAL r� (sk, PLAN APPROVAL EXPIRES ID31-07-03 Plan Review: PWTS 071901033{ RYAN WRY R371 YACannon View New Or Red Wing MN 55066 SrE: WCLandholdings eet LL< 1t Croix County St woof County Town of Richmond NW %-NE'/.-533-T30N-R18W FOR Warn* Description At Grade Component Manual-Ver IO,SRD- a4tlroom AtGrade-EOOGPD 1O85a INx(StriR 1/12) New- 88"to m7tng faetor-ENlumt Filter vreswra Distribution Component Manual -Ver. Maintenance required 20, SBD-10706-P IN 01/01.R 10/12) 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 rs to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 10101(10), Wisconsin Statutes, is responsible for compliance with all code requirements No per may engage in or work at plumbing in the state unless licensed to do so by the Department per s 145nO6, stats The following conditions shall be met during construction or installation and prior to occupancy or use Reminders • Install/Insulate building sewer per 5P5382.30111f1c1 • [mull cleamuts per SP5382.35 • A sanitary permR must be obtained from the county where this project is located in accordance with the requirements of Sec 145.19, Win Stats Inspection of the private sewage system installation is required Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.201 WIS. State. • A state approved effluent filler is required Maintenance information must b"oven to the owner of the lank explaining that Tribe lc cleaning of the filters required A cow of the approved plans, specifications and this letter shall be on site during construction and en to inspection by authorized representatives of the Dees nmentwhich may include local Owner Responsibilities • The currentowner, and each subsequent owner, shall receive a copy of this letter Ownersshallalio receive a ropy of the appropriate operation and maintenance mi and be responsible for ensuring that POWT3 is operated and maintained In accordance with this chapter and the approved management plan under s SM303 Sall), • In the event this soil absorption system or any of its component pans malfunctions so as to cream health hazard, the property owner must follow the contingency plan as described in the approved plans • The owners responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports Shall be submitted at intervals appropriate for the comppnent)s) utilised in the POWTS In granting this approval the Owismn of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance As per state hats 10113)3). nothing in this review shall relieve the designer of the responsibility for designing a safe budding, 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 POWR management plan to the owner and any others who are responsible for the mStallabon, operation or maintenance of the POW6 Sincerely, CeC� Rudru'ckb Ci (Elizabeth) Rudmckl Wastewater Spenabst/POW6 Plan Reviewer, Division of Industry Services (608) Me 3186 elizabeth rudircKfAw x P4ADVANCED ENVIRONMENTAL PrcpeMO ner WCLencholEinga LLO Phone Site AJtlress 1491125th ST, NeeiRchmOnd, W15401] INDEX r Page: 2 Site Plan b� Pose: 3 Man g rnent Plan Poge4 Management Plan Page: 5 System Design Summary Page: 6 At -Grade Design Page: ] At -Grade Design Page: 8 At -Grade Design Pope: 9 Pressure Distribution Design Page: 10 Pressure Distribution Design Page: 11 Pomp Design „ LON Page: R Dose lank •o•••`�\e4 ,$/N �O", Page: /2 Tank Specifications * RYAN G. SECHEL = Poge: 14 Soil Test 3 D-2263-7 E Page: 15 Soil Test = RED WING MN Page: 16 Soil Test p ESIGN Page. 17 PIOI Map r)11110E„s Component MOnu0ls: SBD 10854 P At Grade(N 03107, ROf/ 12) 580.107%P P¢nure NsbiWtiw of 01/01, R to/ 12) //I Dale: 1 ADVANCED.m.�� oa^ao,� ..Em.o.o a���, sao...., to north P.L. *99'/" 3 SN 4o We so If 08 ws.ea too a �UM1 pM /e" / i30 H) lOS.t� sd,W PVC /~ / 8 F—o• � / / tap a caaya PM / a 401 of t pp v.� L� v 146TH AVE/ 4" r000, mOiam Management Plan w �n ., pnlw.rom.myn mmlm.laan en,xa,e ,earn ym b, Mal elautl6.p.M.m.0 by me Nm.awm,.re rbnnfiq GmN,vmol marapmxnl raSYxmaL a. p.rl iris by a O�cennrM'eprk mMvcrbfervupereM speaker nix lM mTawre/5 rewnnvOmery to ensure &l icks yelxm+WFYeOin a amsvmww, Is Keep sea Management Plan was your Septc System Owner s Guide is Keep wpsse of all pumping records, maintenance activities and repair ward this document is Review my document yard your maintenance professional at each visit E %cuss any changes In product use, activities , or water -use appliances Management Frequency My sptem needs to be checked OeppewerewporrepuercP Chlyllem 36 monrM every 36 monms. SrarNlmal Geed try retailer Check every 36 m td [Resign Parameters Strarterat S ecificatiom Number of Empirical a Septa Tank Manufacturer Wall _ Design Flow)gpd) 600 - Septic Tank Capacity 1200 Sol Loading Rate igpolfl°) _ 05 _ Effluent Filter Manufacturer Standard EMuenl Quallfp - Estates ISMWel Bast GFdO eo_pval fewer parent leool :M miss Pump Tank Manufacturer Weser _ sa(rssl'somar T mendeeex(FODI t Pump Tank Capaury M Fees ress 30 MO _ Pump Manufacturer Parinshsler Troaled Effluent Qualify BModel _ Ovym,(s mwdlS0c1_ _ MO Dlapereal Call Type _ pt4rade Tmal rgrMp solid, peel -us,-pb, mmi(aood raw__ - Pretreatment Unit Dimension - fU Mai EMuent Parade Srei its R¢peiady Clink ly tmBfRagXy am$ brwal service rsarel demunXyodsdl Idmnpptama anmaiervoser'sgmer ussues aria Km May whaper, malslpopmerx,ymundmcpa. eh) Neap tikes. remrtlas xwwmo0rk5 are dose, lml6c off lawmakers Alump Bhmu-Coned your mrvrmrestructured tlany alarm signals. Lid FibercheckMe my sources and clean when deceased, 1/you to rMneve one. kdme aRerweaninBmecmme EflWml Fryer supper end clean Mime per keen ale Caps - Make sad Mal an caps and lNx an matt ape on Nam Inspect M dradma d caps often Fox or debate Recnmmtal If tank(,) should Ce pooped Fame an amens every 36 nmlms at a minimum I(ank vast won ways heavy (it appaatus) dremfieM elTuem havers (it applicable) pump and alarm system Amenons aX advanced f wrnlre lm corrosion and Nllccan (if bedroom) oremndd laterals shoved A'e) vent caunlerldrapsed ame miler and evaluate wafer rare comment m system design Oow dsaMeef oxygen sad address lemparma rom tour M submarine oromaem or off sans of payment; mspmfion pipes en capped also safe e a m Wneowmer wen list arheadqumers mass and any to m taken chary system site from their compaction, etc hake 3 MAINTENANCE INSTRUCTIONS Inspadons monks and dispersal cells shall be made by an appopnatery licensee m lkedual or euuneO Tank Mementoes must mccude a visual inspection at line lankah to iifi lily any missing or broken hardware identify any cracks or leaks measure the volume of Cmbined sludge end scum, and to check far any backup or Pending of effluent on the ground surtem Access menengs used for semce and aeHssm tshall by sealed watemght upon compromon of served act nitres Any uosouMleelMere.croer openings must be rep immediately TM deapersal cases) Shall be visually inspected to cell five effluent Iev sin the oMervabon pipes and to check to, any gendirg of amuant on Ise gmsM sudece Pond," of efikdW an the ground sedans mar iMrate a taurp common that r res Immediate attend by a licensed Septa proveswored Tanks must M rumored wl Sludge accumulator Is mlMn lynched, of the Whom at the ounke made Is, wMoever the Scum LiRrmwMein Jlnches of the bottom of the puled taRie In mcase shall man sludge and scum voume Cordon greater than 25%of Me tanks III capaley The eMumt filial hall be ckaned as recesaary to ensure pope' afternoon The firer should net be mmm' unless promsms are made to retain golden the bank that may Slough off Me finer during removal Ilthe finer i i pnacked vAh an imrm, Me finer shall W sentmd Fite alarm is x waled codenuousry mtermleent finer dorms may IndiDos te surge s or an pending co umous alarm Pre treatment mmponenle shall be maintained and Sensed by a licensed septic professional according to the manufacturers recommendations START-UP B OPERATION Formyruingfighfifin prior to system operationec chkaeptUwmPlanksmnreeendo heppamlmmemta gporomer chemidluhat marempeder the heatmem process and/or damage the dispersal tulle U high Concentrations are dissected, have the conlear s of tank removed by a towhead eeptic professional prior to as System shall Shall net Occur when soils are frozen at mfiflamve surface During r hall pump tanks may fin wa Scum normal high ter levels formtung r system upumps When power Is restored ghee wastewater online macharged to Me elspemal cell In one large dose pdemlely resulting In ovaeoedmg Me cells it may excess resin In backup or surface discharge of effluent To arole MIS modern. n IS Mehl rawmmended to have the mmeris of pump pink removel by a licensed septic prMesslsmal or have a made professional manually dose Me system to return the mop tank to normal operating levels poor to resmnng peer 0o not drive or park vehicles over any Septic system Channe ins Do lie dare, part over, or aomese dlawT or Wmp tale area ImMen Is bet downeloM of any mound or at Made soHm or secmeary septic system site CONTINGENCYP"N IMew tank, oranyoel mmW Ala tonsommay, dispersal Me tank OrWmtrated If beimm ra y reprived or repkmd according to Ise oymal system design speufiduons It coxing Link Aral pump centrals alarms. w rellW wrong pecomea defeane, they Shall be ImmeeatO y repmed or ap a ed man wmponenb of the same or emal nsdmmance II IM1e sal treatment comPenent )ails to Dccept wastewasler or discharges wastewater to IM1e 9touna sedans, It dull be repaerMorrelNawdby mcceressfig Waal area fit led kakage occurs) rebNlding Mewmg entat Mesecandar systemsde, or rm PN add r oil bglgiplh degM absorption and dispersal medw and abWat¢tl pipng ABANDONEMENT If the septa s ns eel fails All is pormaneelr taken out of Service Me antem shall be abandoned accdding to approved asincMmem ragul6lcnS Theu'mcmM All peon to tanks shell be disconnected and abandoned pipe openings sealed • The contents Of $11 hase Shall be removed and disposed of by a licensed septic professional • Tanks shell be crushed& f11W or removed • A septa system a andonmanl nolilcatiern shell be submitted to the appmpnala local governmental unit WARNINGII SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANOIOR INSUFFICIENT OXYGEN CO NOT ENTER A SEPTIC TANK. PUMP TANK. OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES DEATH MAY RESULT RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE GOING ANY WORK Pale System Design Summary Enron Filler, &GO GPD Cannor AEG Hall No Mae Mail No samage ejecWrW�r Crogner General Win Eastman Geller Mant, Tank 2 Depper Dog I No GI Pump 32 A GM Tall lif 13 0 IF Pump 2 (Rok Treat Hod It f ... FORS, anoem call —I.LL.nr an Forks HaUnjonk"Gh Smoot'. oll DMM�ION AREA Enross an Final Lear 9767 311 get, GNP At �IC LOADING RANNE AN lell At -Grade Design DESIGN PPItAMETERS Parcel ID: 026.1168.41.000 Design Flow. GPD land Slope. 4.0 % Shc lnadny WW. 050 GPD/f1 Loading Linar lding Rate: 5 WM=BM GPD/ft A. WRIIII fLaadirg Rafe+ Soil Loading Rate La.0 rnwd is Me 5 GpD/R' + 050 GPD/ft 100 ft B. Absorption Bed Length - Design Flow - Linear Loading Rate 600 GPD 1 5 GPD/ft 120 It Mumal Bed Area• Design Flaw+ Soil Loading Rate PRO god+ 0.50 GPDIItr 12M fll Type of Uslnbution Media: Rock BERM SLOW Delemnre System Height - depth LNaw prince +Bume+ media above pipe 0.301a 13'cover) 0.5 it + 0.30 ft +1ft - 1.8 it D1. Determine Upslope Berm WI@M1 I Upslope Multiplier based on percent slope (Per slave mrlupfer Table) 3.45 2. On Slopes+l% Upslope Width= Upslope Multiplier System Height lmimmum s LLl 3 45 X 1 a IF - 6.2 It 3. On51©es<I% Upslope WldN= 105XARwmp6onged Width)+5ft (05 X 10.0 fll+Sit - 100 h 4 p2 or p3 depending on slope 62 ft D3. Determine Downslope Berm Width 1 Downslope Multiplier based an percent slope Iwar TmM). 4 76 2 Downe we Width • Downslope Multiplier X System Height 4.26 X LB 11 86 1t 3 Absaptlm &E Width • 5 fret 10.0 R+ 5 - 150 ft 4 On slopes .)%, Downslace Bern Width equals greater of R2 a N3 - 15 0 ft 5 On slopes qI Downslope Berm Wr@L equals 0.5 X Absorption Bed Width + 5 feel (05X 10.0 it+ Sir- 100 it 6 M U AS depending an slWe15.0 ft Noe Designed Endsiope AWltlplier is or 41 1 D2. EMLeper Moth - LWslope MUlUpber x System Neigh l x s.8 it 54 n wren wav"a") W Tdal Systvn Width Upslcpe Widtb.N tope Width+2ft IaNnvui,W gqe wlarerah 6.2 ft . 1i0 it + 2 it 23.2 it L. System Length - Endslace pt Width . Absorption Bed Length. EMsboad Nt WIEN 54 ft . 1200 It . 5.4 ft - 110.8 It If using a registered product, enter the Component Length: ft If using a registered product, enter the Component Width: ft Number of Components per Raw = Bed Length divided by Component Length (Round upi R+ At - compowenstrow Number of Rows - Bed Width .2(t tlMKd by Component Width (Round up) wmr i"ai Wny Moen over iummnw WF anu ten mnNn e. MaM narrow, ft v it opens Total NU~ of Cornpmmfs - Number of Components M Row, x Number of Ri x - (bmparemis Di A mDft M wp.c B 1200ft c ofC 2.0 it �0 A�i 0 DI 621[ i� it D2 5.4 T D3 S O lc L U0d It D W 21.2 ft Obs. pipes 20 D it -m mipeCtmn pipe 10580 , e, ..I ananwvl ^^^ c� �105oo I _D2 _..I paper 4 AT-GWE MATERIAL ESTIMATES 1/AM"Isr is usM as the lutrlWtim mMra Rabic Area • Abswphm Reu IcngN X (Ackhtlmal rock uglaps of Wkml • Absaptlm W WW[b 120.0 it X 1 2 It . ICA it) 1M0A fit Rak Volunre In CUDi[Fre[-Rock Area XCdrho/MeMa 14n wo.' xnw pcel-2 1XX0 0 fa' X Total Rock Depth 0.75 2 = 560.0 fts Rack Volume In Cubic Yards - Vdume In Cubic Feet s n 560.0 it, + 27 20.0 yei Add 2M for cOnIIructebillty[ 20.0 01 x 1 2 - 24.0 yd] Loomy, or Sandy Lamm Cover Material Volume Volume In CubicFeet- System Width A System Le"th X L 5 r 2 rock volume 232 II x 1k1.8 it X1.5 e2- N0.0 ki - I736.9 LMMY w Sandy Loam Cover Vdume in Cubic Yards -Volume In Cubic Feet - n I2M.9 fti . 27 "A 41 Add 2M for mnstrumbllily, 69l yd' x 1.2 - 77.2 Yd, Topidl Volume in Cubic Feet - System wldN X System LeTgN x 0 5 23.2 fl X 110A it X 05 - 15179 rli Toosall Vdume In Cubic Yards - Volume In Cubic Feet ♦ 27 15179 fir - 27 - 56 2 yd° Add 2M for mnstructablifty56.2 ydi x 1.2 67.5 yd) 5 Comments HE PWI MWMGS 'Matnbl estimates for rough estimation Wramses may Final estimates should be mode by tM Installer Pressure Distribution Design Made Bee Wlam m it Manifold cmnection Tope End Minimum Number of Iarmala m rynnNxme{IIMM1a W WMth 4)13] 1]% k of mres)Bound up) 11 10 4)131.1= 3 1 all NA laterals Designer Belated N of TateN, Paul I It"as ere Re un uat al•+aPosn Pram Min Lateral Spacing it designer Lateral Spacing monmN it Min Mmllold Length It Dmlgner MAR aimed, bee us, se S in S,(,R Onea spacing 20 it (T am, Air. ending mr.wMzv Grant OnNs mameter size' a a. ma ae a a aapmm mu cal Lateral Length -(Media Bed Length 4 eet)r M of amtt ISO 4p I 1 1160 it Number of Of C, Spaces= lateral Margin. 00 fire spR (round den to the nearest Mole number) 116 it S if 58 Spaces Ommaa Per Ulerat - Number of Orrice Spaces ,1 5e spaces , I - 59 Om,hrs Per Lateral Total Number or 0nrtee-Number of orli per titers[ r%mbernf Lathei 59 Ontaa Per laborm A 1 Laterals - 59 Total (ndus eamunmded Struck, @meRy lea 11 R' per amnia, cons en„d rl iP crime Oenmty- BM Ned a Total Number of OrNces ff",.1 aqua to At Small Ilan it - 59 Odnces - 20 3 ft'r Orifice lateral Near15ee Table 6) S in Mmimnm>mase Head 3 s it On4a Drschsge Rate 0 54 GPM yer Onfce lame As rme i) L A ARM MR AM 1 as I to Page Pressure Distribution Design Lateral 0iConcin (GPM)•onncea per retired r orifice D6marge gate Brae rich.: he m.we w., none,...n a,.aa lam, i, are exceeded 59 01 Per ra@al 1 0 54 GPM par Oade= In GPM Our lateral System Flaw Rate . raced Imi of Onficec x Orifice DrsTar¢ Re1e 59 Otlrre: x 0154 GPM Per Orifice- 32 GPM Unnau c Penn Liquid Volume Per Fear nednl 0165 dealons/It Volume of Distribution Piping =Ip of lEera6%Lateral demand X Lord Volume Fair Font of Namg1 % 116 0 A % 0163 gal Rt - 18 9 Gallons hamm m, CebveM Volume - Volume of WtnWnon Piping X 5 189 ei % 5 . or5 Galleon PRESSURE DISTRIBUTION LATERAL LAYOUT P 116.0 ft X 2 0 it 5 It P/2 R X/2 it Y 5/32 in Manifold Lengto NA it Manifold Diameter 2 in Pump Selection KMP CAPACITY lGPM1 n "'ON m ve✓lv(nter the seam oe, "'"A be, o GRAL no +ssa+,i M...... yaor, lbw Mt, 320 GNA totalcethad Lowered Town 3ai rreeMem DYNAMICTOTAL o TEL) mm<.aEwra en<e wanwnerxem .weat aw.etc ..� ro,«„am )IMt 20 �ilmmon ror<e,aa,nmmoioa-- Wainleea¢Prye Pnnnioaem„n wornTable e x Poaeenee, u.,su, 0 it Por<eme,n „ra,on be,- nai.o<no<�sm r oG mPaxmgem�nnaaaei ere, ee a<oonr mr Grnns ne,n dam- totalim�mer xw ma�F zss m,�a�R remm mrnaMs soave vo�amem <.,am razz w�.M� oe srn� u. ioro„mnaoe,r: an, 20 o« ft x I G« ft eiewanom mff.ran<a. man - Aelt Heated Low .Pa<aaaa rn<mn Loa =Total GP,.,nm Moaa rrs� TDH Pump *m. 32.0 GwA at a Miliffial, 13.0 TDH Plate Model op[bnr Decide PE41 3 C�xrID eatee. \u P,,p Moan ogle„: Lowell EP04 eal C T Demand Dose Pump Tank Disks nw IS Mr) cmz wn,m.m wal, n. M,.u, at k.,m.m spirits n...w,i wn�ran m...nwa, n ss,..,f LISSIdIIIof..dsknn,..m,P.,r Colill W.to Cont PUMP, (Th, Skills a in, Plain Pit ce.t lost < �,� �,iki,'n. mLM a N, wmP ask 12 .PIM a Mu..kME thewnn i. ,. PUMP .b PUMP dkD,T..Andlia,.Tank o,i ..k.,,...,,„o.,,,..,n .. w x nmw Dean Voitionin- 5 1 Va. of DiarmWim PIMP ('11 Ponto„t„naw. kiwwmRn -95 GAMMAl"Imun It Dee, PA, PUMP, D,Ust.0 sodan 5 MAPSa. o., VIUM,nu a LIMA Air LotD„k. nW � o .�IFMind w n<ki,w.a n 20 x 0 163 yavrz . TMAUDUMUMMAAAAMM=DeiKu„AV. �,. ck ME gat3 3 gat Ink At .,.AnnF .�- wmm Msh It k.w �, „r, o, nuke. S+nm, w In X 22 1 gain, - Par G,Maak vw...,.wnn..k...,..okov..n, Tw NAME vuwk♦ wonsceMCI III An 2 .. Dw„k. to M PUMPFk,t. wm Mark 12 .mn tPaPpIFFAM,-Pittances,mUnin ce^,l..a T.. �-1, �t in is IM, 10 5.0 ',: Fort to n tokta ndP mI �DrItarknewy omo DfD— u.e TANK SPECIFICATIONS Min l mum ewer =6inch e; Main mumcOver=&RI(unless spec6leE by man ufactur l All manhole covers Star l Extend 0 inches a Cove final grade If the rank a within 2 feet of file grade, ins l ate the lid to an R- Value of 10 Quick disconnect Cam -Lock) reachable from final grade (24 inches marl regmred for pump )nstallatlons If forremen will have a "hrvook" assembly, drill a weep hole in the'hook- Bull sewer No 90e, keep 3 feet between 05' S. maintain 11nch In 0 feet11%l slope, install cleanouts at the III connection and every 100 fact at a minimum InsulaR stall sewer If less than 2 feet from final grade and under all high traffic areas(driveways etc( 109 OD wnniMInwuham was wzm. > — mace iw' .im ie shero<um en n mzask '. o l 101 25 \ l a'_ vl 1i Q Z IGI Q(\lE I1 z wrrm q PP r{ I I xi HIGG e,mr 1,ake Ib r➢i h theyrvw. ISI Escape --- ail 9 rt 95' 1l I h ig viinee al 200/800—MR TANK 5PECIFICATIONS at�s3•o sn CONCRETE niva IT he stall IIa. CIS'... gAE III 4 CAST,A-Caus Seek MEET 41 GO UQUAD LEVEL asy Ins cospor use atr n ;I ull Islas orke Oscar ry xn .saws LL (1 euz y nrTE II yy txuu g a we 'Alki MIS laki Zw 0 sass If Eorvc o[sw erecessivesrecessivesuu5rrto wr = wS 81 we, b ofn vi Cal axis was Sam view Or Come SO areas 0 frwan warty ruvwe rw m�rec�i wmert Y g: i C 8 pRAWIN 5 sueraxrrER IA FOR APPROVAL Fri 13 w.�nno+wnn.mat RECEIVEg01L EVALUATION REPORT 1 ) wn.aasmrv.wewa��_._, NU%?"TW TM-...." i. - ,.., ,..m IUOsn B 112111 OW4<irrmw s1 Ld. d 50 p mNme nrebmaml J Fludi pi all In/OnnnOOn a•' O mmrv+nwmnrvamm�ocnno. ,udpLml mwWalYLrmn f 6 E,m.n/Wmm RieFUNRaMii it Ucm<k jj _ q,<d NW 14NI, 1N 5 22 i 30 N R Is Eal jj El nwwM1PmfYSY<Feemu<LON Wi sua wnwc5w nlouwYNS JI °mml v,,,MvtIf? me mme+wce. Dvm wd New NwhmwN WI 5415 CMG cmnn..m 1 QIYw, umQ Re<gmlal nl MEmam< CaNanmJMag^^�'•me 4501u W0 no c R.q ❑ ° _ UhwdanOmlm miPYn<kreNni zoWm<b did!mwWww lMye `irt nu nib xnn mi xwl ms uvwm'Ir,,um.uummn lnlmwno rlw yyldm WO OW LS nn, n mulling enno-a<m1 My red,imurd,daddinwould to hinsmnrapretsnneeilry�em.�ehe emircnl lidJn.wl i W.f.vm Ji. �m Nyuy( w, 111 , s smluFlu fix, Fan renu opRE �m�naw.laa<. 1J�55 �malnlm,M,,.an, -9J e i+'i Mnnnl Cn R.Om C<wm4n 9 CmLCM Tn.., EdOm< a CnmMNnu 8111 PON. 'EEYt° I M1I2 Igdb yl 2119, JSF w 2r 5 8 2 1215 111 w4 W 2mnhk Jnn 1[ k ) 5 ULR ](yN/fi - 1kn1J1 12 5 n-w TTmI< .I IIm nnh 711❑m Bdtt E °1 10525 E OWl1, llm di 'NX Nwimn _ I CM. n LLIO Out Cm Munmll IJY,J)..wl tdW oim ym did m1.Cm y51, 2m4 ..N Jah ed,mdi ... w ReA L Ci011 'EMI 5 •EM _ _b .. — _ _ I0-24 10 14 nl 2m,hk &h if 5 P 244x 7 iyr*4 M N, Jsh 4i�w 75yW6 I, CutJ, It,5 ] Wbtl SyrV. sl Imr Jffi 5 A' Ott >m< zm myt em iaR>m.lwngq <,nmptae Tss:nigt CET same 6Mes Pvtl Span,< " Csrxas Thom, C N,l... 127397 MYu. OaNE Tepl'vw Meta 143212UIh Suxl, New NrtFlnnnJ. W1 1031 U3 115-20,UM a.w 14 ■ • :. �a®�amt®®®aoa �am�amtom.®aaa m�®amt©®am�mt WOOS MRRooO® C�aea�• .-SID^NNi66 �W a ISO ryl 'EAwrn I1.0(IO_]4nNNR5. L^K me nrv.l nppnn ,e rnmm� ua amrN)a Inn ae.ln rv.N muenalnnn elumue lun irlv,1 omw M Agnnwa Y Nitl:bl U l m l l Y alL2W0177 Page 16 *I Noo BLPLE 1•=3 But TOP Of BM] TOP Of B1100.M Bi 1"n 8310515' POND VIEW MEADOWS LOT 41 OM 17TNNS NELSON T27387 OM I UWK KUAU 100' Pa 16 u t ) r I t � I I I V ,3a1 d I mw j 41 42 190,M! M f'f.l C (g4�118Q FT.) r lq.11 — — —PUBLIC STREET - — 1•rrs-- Page 17 CA wl_�„Iq pc— m cin.wwny JN uldl >oylm w-mfn"nrmeCn(wlt>aelwl>n< 6y [el 301WWS5nAV. OBmo,. ]183 .Wdwn,K 5370i7J62 !6 5t c( r emit Pppit on mpimm.rw.r�1 I. Id"` ePu+urW ml=� Nttermt NurmJp y/I llblllgl=L« .ce. N IX�uumlof�JmNNPptamWiServrm hfwmJwnYou puvrae Nle wef ra,,«u� «IIn11.n �Pleue 1`A IN 0.mJlvv P„ml AY lntv.mJlvn Lc 000 MIXm Pwprna..m..wL.w.,aN®,'D P,m w, 3.7.3^. 18. 13Y7 �j m dllSLf.�l�xs«om 22 on. aJJ :p r5FoI vl�xrmm 1 M ttj W1 z 7/5--30 —0/91 .fin .LBO, IF, ✓B.w,.. (n«Ir.0 w,.venl a3 Fmi P.11r -Nn NBe1®r.—j1-- BIMk ❑aNmama-w„rn. o,. $�.,em.lT_G /17B � cs Ill,❑.,Iw<of 11 � 3 A e l W 20 G ..lmrl' IILiypt hedvvl a.ehvavvll.e A. CvmplelellveBJ.p I j{Nnayum RT Ll IMV MAf w 4u119 Spsm(Moll) ❑evmr, h.vm o ❑..m.T.mf,,Ns L,Me.rw.wrll.rmm.JB.. I,W B6n F.9mam o..m IV wI Cvrvr<uwi.m xanP..wvl terowa uw:,= ❑ucme'Ohxwa o le,zl Ouwm <xaw w.rrw.rl IM — �oo BNe.B.p,rmlBmrp�.,m(e.pl.m rw(eglun) JB BB m rc Flw(ma),r ryrr9ml n..m(�.p OupnNmP JNuepwrcap9 v�N•.nlwruee p9 un Hs.nwn0 .L ��DO .00Sar a. N. r..kmm m..rnm uJ «w xmwmw.. ggyro �✓ GF/ F '^• 00 zeo ro ,emu.-1 W..a«.k.,4.u.rm,M.,MNnbIuu4LL. ka W.. Namerynrv) PIwnW', ayrywe MPp1YRHw,v< mm Mw.NUNv pimtobl ee P,, ,,v zz /s z73 4Y o- d(awJ, cnsm, vpIXan - EG� �o Nrt[vuv Ne. ntl6e Ovl rvvy 'emr W blull 9r Y mamr.mlw.w a) Ix C"dkt I'I 120 e J A r Jvpprar. �MraP�l(.un r:.J:awer I � rp_.. BBB 639S(0.1 V11) POND VIEW MEADOWS *84 LOT 41 g�,ryc \5i9> 1kvtiE I Nnrttl aE a BMi TOP OF CONDUIT 10000' 81 IN 55' V / BZ .05 25 03 10515 � 601/.1FI/ftKt � I% s' 2 A.L+.IYREFl ,s S/�, I 209 , Si IM% °s TOWN ROAD 102 f°ICpp�, 01 CONVENTIONAL COMPONENT DESIGN Reeldential ApplUtlon ' INDEX AND TITLE PAGE Pm)ex Name /'//9/ /z.Se 0{' owners Name /r/C (, XVZ //ac Nn,.r GLc Owners Address //3 5 mal.✓ 5f ^,Q/JL�yG. L.Wwr u / .syoPz Legal Descrlpton. _ A G.l_ NE 5 zZ f 32941 g/S'L✓ Township ,P/cs/i JWs> - County S'f L Ro/X SubdnNlon Name 4//.AfD 2#e5460UJ Lot Number Pffittl ID Number rT Paget index and tine /0 fA-dK Paget Plat Plan Page 3 System Slzing & Cross -Section I pN MQ Pages Filter Slxcs Page 5 MalnlenancesMame4on Pogo Management Plan Page] St Groh C(w 863c Tank Maintenance Form Page 6 Warrants Dead e Page CSM or Plat Adschments Soll Testt& House Plans �/ Desl9ner/Plumber /(0)�IL i(%�Lfi//Lloense Number A�7 Data Phone Number J/SZ73 S�X�ff/ Signature � J� naalpnae Punuanl le M In-0muaa 5911 AAbaoptlon Component MCWaI br POWTa Veslan i D ae0107WP IN 911m) Page 1 POND VIEW MEADOWS LOT 41 gnµ9E 1 /�i • li*45E 9a0E 110 1�, 5� i SCALE 1-=30' BM TOP OF CONDUIT IBO OB' umz IUY VY LVNVVII PIP!, lubdu Bi 100.B52 Bz ll E zs' 8316515' � � p i-�1 \SLOPE X ,w TOWN ROAD / �M' 3—or2—Fai ll Dwelling In -ground Sall Absor 'on System 3-cell Conventional oairywaIIewater Flaw lDwFJ = —O of bedrooms x 150ea1/dayi'asel om = boo pl/d" Dealtoidlry Rate IDIRI or soil appliance Rite= eZ bol(per 5FS Table 3e3.aa—a, x, or 31 Re4ubad wswWnM cal area =Thai gal/day 440 [Tn gpd/h'' /200 k x Chambers = Required olatiibubon cal area 2D 0 RL4.+ 20 Pursued Ell 4S LChambers Chamber Manufacturer and Mail - A4 I A 0.I e r< ✓ & u5 �.� ��� Actual 015RIbutdon ah cell area cell area Z00 '+ /0.2 R'/UnR EISA End Cap Par= yysyk C od -S ctl In -ground Soil Absorption System I3- eIIP 4' Schedule 40 PVC vent pipe with vent cap tSptemEl"Oon minimum rIIlnaM1es minimum J A�R 73 Final Grade IFGI n FG g[IT T2 FG �ircAes Sml Cover Call Jaiew- ' be4i,. / meshChamberheyRTrench eTrench 25�W�eem F7levatlon Trench 3 System Elevation / �iMillat u-= ft ��R �p inch to llmlRnghnor Trench Separation In Plan View In -around Sol] Absorption System (3-cell); I renm1 Modify �h header/ S ( design as h 1Jl leaching Chambers /' rle wd tl3 4 ma reader Son Trench 3 y hwlthendcampa Draw O for a Vent and For Observation Pipeabove. They will be located It from the end of the all Vent pipes shall be Sources 40 PVC and extend at least 12 inches above bnlsM1ed grade. Obsemtlon pipes that extend above Finished grade must ako be 4 inch schrea leAO PVC. Page Of A crest Design '..riuw�a.emm m.q aNpys � nwe tlt. M�Me �..vekn tm M1.usxv..ee.are tnr Menuaea�sa�rvtnnn u. ' v. mm.ie.iy. w�Ne��aevs'nro-,. yN. m wey.mm�ti tx wuwb� u�retl. ��e x .v m�vweu e.µrgv. 86�1g"FlUER POWTS OWNER'S MANUAL & MANAGEMENT PLAN 0 FIIE INwunAnen ._._..__ _.. DNA Owrdr e- �{J $spool Tank Capeclty Ilan eel Pw t I sta lc Tank MwuM1rnrw W IESF(1 D NA Effluent Flter Manufacturer DNA DESIGN MEiFBS Effluent Filter Model DNA DNA Number ad&tlmwns Num oI PuMc Model enhe Al NA pump Tank CapacM 8o u al D NA Estimated flow lavabgal Paul Wds Pump Tank Manufacturer WIPiER DNA Design flow debts, lErtlmavd I, L81 -- (off in Pomp Manufamerar $OULD, DNA Soil Application Rate all /Xc Pump Model age 4f DNA Standard lnfluenVE(Ouent Quality Monthly aryoul Pretreatment Unit DNA Fete. 0116 Grease IFOGI S50 mel D $wd/Grevol "ter O Pan illbr MOCINWkel Oryped Oamwtl BOD61 5330 me& DNA 0 Mechanical Aamticn ❑Welland Total Suspended Soil tle ITSSI at 60 mplL DDisinfection OOtha: Pretested Effluent Guilty hicel average Diepann CollDNA BivoemlN Orypan Demand l0ODs1 AO mul D mGround (goavhyl D ImGmund (PeuvrhW) TWO Buependw Soil da 1TMU AG mp/L D NA D AIGwds D Mound FOCn C011lorm 1peomeWC meant 510'cN/IOpN 0Ddo la 0ONw M"l EIIWwt PW is Size X An did DNA �O DNA Dolan: DNA (iWr: DNA Valens typical Im demand, wastewater and sank tank nnwR. MAIN I Will e 810100 Event Servles Frequency Inspect aentllllen of twkltl At least once every: 3 g sent a IMMlmum 3 wood ❑ NA Pump cat <M[snb of Iwklel When combined studage end serum equals on thlN IXi of tank volume DNA Interest do pvM celllD At but Onceovery: 3 ® yew mon ei IMsnmum 9 psnl DNA DNA Clew Mllumt Mar At lean pens eery: ®rfdeals) 3 ummmtei ❑ NA Inspect pump. pump can this to alarm A[ Ism one svwy:,r B yaylal Film lnarna end Pleasure ten A[ bsst wCar 3 D manMlsl ll DNA (Al At once wat 0ydNW l ONA Oman ❑ NA MAINTENANCE INSTRUCTIONS IWpanlons of tanks and dispersal cello shall be made by an Individual carrying one of the following licensee or cTlncatlone: Master Plumber: Master Plumber Nmtrlcted Sower; POINTS Inspxtm; POINTS Mainland, Demand Sewhoing opaumr. Tank Inspecflona must Include a visual Inspection of Me tall l to Itlentlfy any missing or broken hardware, Canal any cracks of leaks, measure the volume of combined nudge and scum and to chock for any back up or ponding of effluent on the ground eul. The dispersal WIN shall be Nsually Inspected to check ma affluent levels In Me observation pipes and tocheck for any pending of effluent on the ground surface. The pending of effluent ON Me ground surface may Indicate a falling condition and nouirae the Immediate'Indent" of the man tendency authority. When Me ccmmned eaumulatlon of sludge end scum In any tank equals onotord lXl or more Of Me tank volume, the entire contents of Ow tank shell be removed by a Septage Servicag Operator and disposed of InaaoNmce will Chapter NR 113, unn Monsoonal Col Au Omer "Plow, Including but net genie] t0 me earvkmg of eMumi Model mechanmtl of Prauumed components, weueRment unib, a^A any a log at Ntwne of Sit months, shin be perfomxd by a colt POINTS Maintained. A awka npm NYI be pmvWed to me loud regul"ory a cm within tO data of Wrolsoon of any al avant START UP AND OPERATION For mw canmuNon, pear a use of Me POINTS check resonant mklsl for Me praeenm of planing Products or other cn that may hnal Me vestment process and/or damage Ne dil l Calllsl. If high concentrations are notable] have Me contents of the writs; removed by a eep4Pe servicing operator prior to Use. System a= up shall not occur when soil oondltlone are Iromn at the NIIItra lve surface. During Wwu Mapes pump tanks may fill above mound hlphl levels. When power le restored Me excels wastewater will be spumago to Me dbpantl collie) N one two, coal overloading the al one may result In Me backup or smfece discharge of elllumt. To evbN Mls situation have Me contents Of Me Wmp tank removed W a Sol Servicing Operator ON to restoring power to has aNWam pump or enact a Plumber or put Mower to assist In mmudty operating Me Pump consulate m residua neutral levels wW In Me dump tank. Do not drive or perk vehicles over Mks and dispersal cello, Do not drive or park over, of bNerwbo disturb or compact the area within 15 feet dawn steps of any mound or at grace soil absorption area Reduction or elimination of Me following from the wastewater event may Improve the performance and prolong Me life of the POINTS: nWloUcc baby wipes; cigarette til wMwnc canon &webs, degreasers; del Noss; Mall dninfeaantL fat. •'foundallm been (come pump) model fruit aim vegetable psalms'. gasoMe, passe, herbicidal, meet screps. melcal cll; Paul p 'mr, "Ideal am" nal tampons, and was softener beds. ABANDONMENT When the POWT3 fells Al Is permanently taken out of service Me following slope $hall be taken to Insure that the system Is property and safety abandoned In compliance with chapter Comm 83.33, Wisconsin Administrative Code: All piping to tanks and pits Mall be disconnected and Me abandoned pipe openings seded, e The contana of all tmb and pits all be removed W preparty disputed at by a Sepaea 3arvleMg Operator. • Amer pumping, on tanks mid pits shall bar excel aim mnoved or power "von removed and One veld space filled with soil, gravel or another Inert solid ma 1, CONTINGENCY PUN If the POINTS falls and cannot be repaired the following meaune have been, at must be taken, to provide a mtla compliant replacement system. O A suitable replacement area has been evaluated and may be a ie d for the location of a replacement sail ehsorptlon "=, The replacementyex Mould be poMted Item disturbance wells.mPOl �rolxnbflat t beumeninfringed t area win follows sel from existing and proposed structure. ub result In Me note for now soli and site evaluation as establish establish a soluble replacement area. Replacement systems must comply with Me rules In&ROCt of MM M W ❑ A suitable replacement area Is not syllable due to setback end/err soil limitations. Denlnp advances In POINTS technology a holding tank may be Installed As e last melt to replace the foiled POWT3, O The ahe has not been evaluated to Identify a suitable replacement area. Upon Idwm Of the PO VIS a Sell and she evaluation must be measured to knew s SUHMIa replecament me. II no replacement area 4 available a hol ing Mk may be metalled as a Ian reset[ to toplam Me fated POINTS. 0 Mound and styrads lock expunction systems may be re2nkinatM In place following remove of the blamer at the millvativa surface. Reconstructions at such systems must comply with the miss In effect at that time. «WARNING» SEPTIO PUMP AND OTHER TRUTMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. OD NOT ENTER A SMIC, PUMP OR OTHFA TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON MOM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. POWES INDTA ER •''� FOWTS MAINTAINER Name IZOg62 mC-L SON II inane Mane y — 773 u Prime SEPTAGE SERVICING OPERATOR (PUMPER) EGULATORY AUTHORITY Name ]-o H,u±oN S4w*A+ew-tf Name P S'f C/plM 704 j Phone 7/>-773-55 Phone /s•596'Y680 Me MwamMa m Commander was cNpw Comm 03.221HI1,I01all eat Ed Belli, fit Lh MI, wool Ad'eesaawe Gave ST CROIX COUNTY SEPTIC rA MAWMNANCE..AGREE,MENT AND O11WNERSIiIP CERTVICATIO/N FORM /� Owner/ uy tr W C so-mdI o�[ L C Mailmg Address ` •—"FK A Propem AdtlaecS' J�9/ t (Vppe[tucapov rtquuM11rrom PlLwug&ZoaogDcpmrcm [ mCuc[mn) IIII Ctry/Safe M 2•+.� Y�� C �..x-. n�11 PaMd [tlenSfiwuou Numoar O Z b /l6 8 Y/ hOIO LEGAL DESCAIP"�T�J�O�(N ,,yy PropmtyL ab/e Won `/.,-NE/., Stt z�T �NR�4V, Town of n 11 nn QIChw. p.�[di Subdi.,giocs--b-d0 U/£�✓-�1E.40o t✓S ll� tafa Certfeed Surveo Map A , Volume Page# Warrants Dwtl R_ / ,'r alume Page# Slow bone (9 no Lot lines Identifiable (3 w SYSTEM MAINFENANCE AND OWNER CERTIFICATION ImproPeru«avtl mamYnancc oflour[ep'vc sY[Iem cowtl reyvl:ln lts premanue fvlme to hmdl[wsstei Pxopn Camino Or pumping out Nc xcpuc lack every rose basis or sooner, tl'vicedcd, by, boomed pumper weatyoupminto We rya[e ae : the (uvc mxepnc mrh ss epee m thew Ic Gspas ryxlem Own mtevmce mponxib[Lvm no v<Spenletl tv §Covion.wa $3II(I) and in @aply tQ - St Cmu Comry Swmry, Ordman[e the mostly ownes aymees to subamt no St Qou eamry P1am41g & Z bhmg Dcp maseh a ceroficanon form stained by We o o andbyaplumba,lourrcy plumber, resm:tedphmyer ora Loomed putvpee vettfymg tbat (1)Wecum mva sanerdupOVlxrstautx mpmperuyrmng coamvuu main R)ane lespxunn ana plmtp,na ftfoeeumy), we.vepv<mku :tthm 13 GJI nr:tmee shalom, La,'the, hehrmagasset b y W«edthevb ibOblileaon snintu[You, sepucsystem has vGreemrtomfqCmuvommamueetdmnavauvtl tltabgther«ewDmeppvlemmedcammM oNfreNrebuttedpxottvwreedd to otwheaSgcaadLt,t}mpvxvCounty oCountyynettey PointNe& ZlmgDcmctwlN30dysofhevcrvexpweovtlate Use a,amy Na: all m moq.Ws loam on eveto the bat ofmyiour Itnowledyre Vwx emtue the oww(sl oftbe. pmpmy (lambed above, by •vm//e}}e�(ofa daaravry deed rtwrded m Peg¢ter o(Dmd[ Or6ce_ Ntmtbea of bedrgp@ lo" SIGNATURE OF APPLICANT(S) HATE ... Any m(utwvon that ix msaeprumted may boucle in Nc smeby rommut Game reshot try ;he Plamvg & Zomng Depaamar ••• Inelastic: antis Its apppnbov a reradod wunmv deed been the Reguw ofUa4Office and a copy of ebe caved survey4 if rcfctmee u nude an on wartao y (loony (RBV ovw 40 , W AGAM mm + a 41 42 z ,s —� as. - -PUBUC STREET- i Com'In 'OR gepGi D'Tenk and PUMP CHAMBER CRO55 SECTIDIJ ARID SPCCIFICATIOUS' ` AC4T CAI j CATNCA IFOOI uWCTIOW e6L VC [ yfllT 111E APPROVED LOCRIAIC IA On OOO M1. MANHOLE COVER ^XCTX _10' - 0.NIV< 9EL W UKOWOP FACSH y WIT "POICC 04 PIPE\ g1yINTAMt / .+/fi TPPT F4 y % I IB'AIY, AIRTIGHT SEAL ICI i Y 6 I I LPU III APFIDYCD JOIY III W/C.Il III[�s T ae,k [on�b tv[S on n 11;3 1A7.20 ILAA �151a nd II Du w< - RIS [0. GAIT PCR MI1f C0 04 LY IF TALK MAuuIAET Vft CR HAS SUCH APTROVAL —IL SEPTICDOSSPCCIFICATI OIJ$ TAW W IBFR dLJCRETE at MAUU FAC TV4CR' OF ODSC9� IEM1 My TANEC. lZ/fD' SPD OLALL D9DOSE V VOL VAC IUWU4Y FAL TV RC R. S.S.EI e4F.0 $4 TSWJ DOSE IN ELUDING OA CCfLIOW_f_(:SL�_4AL GALLONS ALARM MODEL JUABCR: 10L HUH) CAPACITIES. Az jD'JWCREI OR .Fu_ GALLOWS SWITCH TYPz: ei- ' 0= L IWCXCIDR U/•j D(LLOVS PUMP MAUFACTVRCFLP C=�iyC XE50fl NLLO VS MODEL NUADC0.. D. INLHp OR DALLD 4E SWITCH TVPCI_ 4DTC PWP AVO ALAML AKE TO OL M141gYM DISCMA RGC RATE II( WSTALLCD DO SEPARATE CIRCUITS VERTICAL DIFFCRCMI DCTWCC4 PUMP OFF ANO,OISICIBUTION PIPE.. L�uJT_ PECT +muIMUM METWORK SUPPLY (PFCSgLUUXC....... ,.&FEET h zs FEET OF FORCE MUJ % ' •+' /IpnFM1ICTWUi PACTOA... -� FEET TOTAL OYIJAMIE HEAD - LLLL FEET As per Manufacturer wf gal/in. NF-12-2 16 23 FERfIS0.4 ENT -IJ0. N [ GOULDS PUMPS APPMVONS speeairy auignea rorale Ixmeang uses: • Muuntl SyMms • M •• image Pipe Sports segment DtmMinq q ding, my Piili SPE[1FICATIONS Pump-Genenl; • Oa[tarye. I'6 NPI • iemcemure- IOa•f 110°O mace Mlywbme9etl ibraii unuowwxm • splds nanwnp3s� matlmum epaere. • AuromaN[moaex Induce floMsw to • Marinimates amiabl e k • Pumping rangefw PSI ptam nMtlNRIXmrrc A Pamp. • Mamnum MpgMy 53 GPM • Maximum ream. zs'mx PEd, Pump: • Maximum mpmly: M GM3 • Matlmum Aeetl: gg'NN P653Pomp: • Maxmum Mpatlq: )OGPM • Maviun Maa37'7dl V15 W6 61" P.01 Submersible Effluent Pump OJT PE MOTOR Gmeml: • 9ngk Phase BYxera • 715 ma 230 mles • BuxNgmWo.Nhatlpo Cam Imitation. ¢aaP • Oass BIMulao. High OU-Me reign. • xl9b Nren9le mgmn Neel a3I PSI Maar. • 1 NP,3000 xPM I1Swa • pole design PU1 Matdal MW3r. • .40 HP, 3RPM • 513 eM 230 330 w115 • Pit deign antic PSI MP w • .a00 115vd M • I�SaM230 uvgMW FFANNFs •Campion mmmm mnsw[em. As GR man gamy 0 rbemmopbue[ ampxlm and •Upperrkawmm lower Aearyeutymilleatlrp CO m ryalm. • Minor is permenervy lubrkaNdfimrati HMM ex. PMV •Ppxaigia. 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