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HomeMy WebLinkAbout026-1168-40-000All s.ny..e e.wmenit Af . . PRIVATE SEWAGE SYSTEM m" St. Croix INSPECTION REPORT ll Wrie N.. GENERAL INFORMATION (ATTACH TO PERMIT) al.ao N. 617727 h(91m11 T ide, NK Jemes and Mirantla M.pROn ON vIIw.TOWNpOF RICHMONO Poi To. Na 026-1168-40-000 eM EL.. au N.. ....pe.. ....m.mw.p•ru. �2.30.18.1346 TANK INFORMATION ELEVATION DATA TYPE MFNIFA.: 04EP CPPACIIY STATION PS HI FS ELEV. Scene aenenmeM noting All MIaon altlg Sece. aoldn SVHI off TANK SETBACK INFORMATION Sl Of rvNTO AL OdBLL BLDG Indu.ev 1.ed of Inly Dist here figning Sol sider, PUMP/SIPHON INFORMATION Get (of uretlmer cempM St CeveL Mode, Nume" Ton nn on m.e Sirshim, Lead ILL Ft a I ...giM1 wrveu FEM urgmnda iillm 11,41 u. I'd Ali V.,.A.mm. Length D. ,ndh_ SOIL login Ode.pea E°'0... a .I�0 ...e chi hi Eee.. I �N. .. cn. COMMENTS: (naluee code dleompenom. ce,emup,eeentelc) Irnpeobnxa. 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CPD Mw'mance Required The aobmitlnl dewnFw1 chose hnah rtviewMfor eonf:mm" with appllwhle Wisconsin AdmmiLretive Code, mtl Wiwotimson,los The sWmilmlE been CONDI'HONALLY"PROVED 11,ey,emisbbe bersenry'd and Ieenled In wbablenm with the cndasal SNPNIRd plum and wiW mn, component mvnwl(e) mfcmua d dbove,'ITeownq as definN m Aeplp I01.01(10], Wiswnsin Stnlnlc, is nopomible In. compliance with all oodcm9oimmenls No person may,mgnge to of Rod, Y plmtbing iu 0c dome uNns lleetucd to do m by the Department per, W 06, I he softwood mMitiol ll be met d.nng computation u,m clion o,o lLmn Rod poor min to secondary come. Thiesyae Inbee Wumidlncaledoin mtce mdwith Negprovcd ply ffie"AI-Grede Compnuem Mooed for P:rvep O],IR Wastewater sysickol I he pmswre mtwatk is to be eomtmmed inecwNmnue with pWGCAiom SBD-10706 WNOIN I) "Pmswre Oilorbmmn Compmtan Mwwl far PrI U,,t, Goidwacer Troamlsyem -Venom 20 "&On the ,ring methods of publication "SVVEW PWli ascol96Ih ign of Rmsme Distribution Networks be STRIA (01/91)". A copy of tie tppmrcd plans epeCT..6ty and this logcrslmll be.maim dinner avmgm low and npesto wpoulion by eulhnnsd mpnttntedvee ohhe Dep®Ime wlticM1 mayinclude Ionlinryetln¢Alrpmmics 2gduN by the mood, or heel mmidpmh'ly hW1 be oburned ptio to ,I .... mem of omutmbilm"WlaguNopw6ou In prating this rogw,o the Division of l ndmare Some"r,l the Night to color, Amid, or additions Mould looditoll mud making them nary for wdo etmpoimr_ As purl m 10112(2), nothing In tire m ,ball relieve the drip... of the m1pomr,111 sr id designing a mbuddln&amw mmmo orwmiSk kd 4quinmmmv mam"emresp "" mey be made m me at telWhom numb,, Imambelow, or at Ne vddt on Il ia""head, The above left addrceeoo eMI1 pmvidea copy of lhie leneranl the PoWTS m magemell plm lO me owntt and any others W11 we resmm,ible mr lbe inemllmin, opmew m mainleomamfine POWI S. 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R. 1 d12) v.w,10(11112) Pagel of 9 PRESSURIZED AT -GRADE DESIGN At -grade Design Wowlemeet- Sloping Site Fwwe and sake gala Entry (r or c)40.1 Fssitlenlal or commgcbl? :: aletl wasamatelbw(lma) Design x-esmrelerfiw glixg %Site sgpeC maur opens. union a1621(ft) Depth b fmk'ng factor (in)Msiw son appllrelun ma guam"112) Dia4lmrrllon Call Information (1 or 2) Innuenl waebxapx9uapiry o 4.W bnearbetling mte gpdN T.50 n (0) 8.00 Men. effectivewNM permilmtl (ft) ram aggregate 18g.00 P�regeta length (R) Pmaum Distribution Date EMry as Me) c Coner or aM lateral sonMtLbn 2 Nu ptr of easrals 0.135 Orifice tlamHc(in)e9-025 �rne „i.w113M Estimgetl orifice apacing(ft) Forcemain dimNor(in) Frccemnin lbw velMty(IVam) Forcemeat Mngin(D yun$30 Wes lorcemeindain Lark? Pump rank ukrelbn (ft) yunPfe leNrale al M1kjust point? S]�ern hearlp1 a 13 Nair Vertical an Fwmnain dr inlaack(gal) Friction lass(R) 5a lateral void volume (gal) IMM Filler Was (a) Minimum dome volume (FI) Total Eynamic Mai gD System 0emand glpml taaral Diameter selection wilonLlnch calculatar(ogiona0 Wm. pluses tz00 Total Tank capecay(get) Oesi9ner t 30 Taint Working Lqukp Depth(in) must select a In 333 (2tallin(eMer result In suit G46) one lateral 1.Sn par 2n 1 TreMnent Tanka(wmalion 1200 stank cacaNy(gel) Wlux Menideclure Wall Filter lnlwmatlon Dwe Tank Impamallan plorellostFltamarnrlacwrer 8011.00we tank capenly lgag N. szs Filter mount mummer m:lLs— lanx wamelgaVn) waver Manufacturer Pmiea: .tames-Ricmarems n Transaction NumLe' Papal 9 AT -GRADE PLAN VIEW �° 1 p a pp 1} �- ImB e:ueno�ppa(xMoil B 160.00d T 15B 28.ba W C B.SH -} o b.BH n E 2Wfl III+ L 170.o0 fl B W 0000 fl AxB 12W.00fl^2 T ��w =Tod aggregate ceoaxe mmndwvm* O-PmwaaareaLxw w.na.a.°' 4 T AT -GRADE CROSS SECTION SmNetc fabric Syoflnlmourownabon anal =12Is lopsoll and subsoil over awregale and tapered to Ices. = 6 im apgmgabo bassm pipe(s), and 2 n. above pipe. Pried Jemss-Ricnanhon Trensaagon Number' c FNiabatlHMa eleveNn Obaervatlon PW at aggrawle toe o-j \ Pinw sl ba below L x W Page3ot 9 PRESSURE DISTRIBUTION AND DOSE TANK Lffirtl Manse - caller Conn sctlmn P Ft�nM,otlpdesmMaeithoINeYwM flo •=TurbeMbnomxo j"MdW Laleral9Ps,'lRs.lbm O.125 OM damelw(N) Lmmal connection punt X 2.00 Q1f apatl,g (ll) aNumnalamms I (%) Laisal clamNer(in) Rmcemee diameter(in) Sys. msunespe see(epm) Fmvmae Length(n) 13.88 MH(ft) Tyq[al Pump Chamber Layout y,Wlerpwd FI emnalaawd:�aaMm Haelaa pa WC=aep WS316eW WAc TmLm names I Gallons A ° A 't22 082,5 PMnnm H 2 e 20 ae oc J 9 MS D 8.0 1]].e 152.1] ft G Tools MA 800.0 wmpm D [Goulds Pump mMmecMm SJE RI,ombua Nam manulacLxa 1PE81 Pump model numb iMHW gla,m nrdel number project James-Rlcbmdeon Transaction Number. Pape q M g Iw OMMIOn SDOGMca#on Served Pawners Name had A OconreY phase 715-Ml-T91T Pows Regumdues Name ST [Atl Zan Ptime ]1S388dO8D Design Flaw - Peek 803 go fAmimu inflanlPen'Je 8'¢e 12 F Btimaled Flaw - Averege 400 gpd Mavimun D0D5 220 aryl SsgAr Tank CspM= 120D pal Manmum T88 150 MWL SMI Addsh ll n Cnmpunent5lxe 1200.0 Its Mmomum FOG 3D mqY TipeMWaslexalre Wm C Maximum Fed C Ilfivn chuM00 mL panic and Pump Tank Eflluenl Filter Pump and Centds A aml Reasons, Slash lAcuna Other Savlce Freou cv M eMlw service onm eve 9 Ins cl an a clean at least once away aLm re Teai ancdown 3 Gnoummiews talealasl14e nusNeaam aM rebslea 15 depend I parprIN2 arM 3 mieweneous Construction dM ma als 8landvda 1. Obrervallw pipes are wool mar materiels wMmm be Table SPS W 30-1, have a watertight cap, and are secured In as shown to the at -graft component manwl. 2. Dispersal mil aggregate enchants to SPS 38l (e)(i), Wis. Man Care. 3, ob greet, and pressure piping materials deadening to the requirements In SPS 381, Wls. Adm. Code. p. Tilage Nlhe Nasal area is accmnptlsMd with a mold Mard ar cannot FAI 5. The at -grade almcture and other assumed areas will the ssetlea and molchetl io pman w8 droned am hold reduce boat penstral. 6_Areas thin 151eN of the downstage new will be prolecled from compoGm. ). All either mnslmcWn dowls are as per the signore mmpureM normal MD-1085 P(N. 8310]). Langral Tum-ud DMI1 Finished .... � .............. Grace —WDlamelerlaw... mreeaed cleanoN Spdn air valve Bcw PNg Lr l3al valve Dletnbu on `e La1p5m W affvo 10]5e it ang ang Sameewn f88DL fthral Project James-ftkileNwn Transaction Numbm: page 5 of 9 Atgrada System Management Plan immu inl to Mal 3l Who. aearl Goal Tom ryalmmyell pamaramtl In xiwpenowM1ry sp5.'WR39a9iYr�5. 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IU d. 11 5 CH5 5p 4 Y Om Sh O. .3 S s- >y<yp _t®,ryl 51Xn%sIYS.EM Qfxm M15�FY4 WM %(� ®IMY 3mm.eCNVLn ]3B] .Ws pb E,Ybifm Tay71 M 2 IO31LXh SF¢S.NevpW1 IWILW i15.]X6]AH gro.ba.i. �'^'�' hwn� We � a � o®���©omom®a omr�a�s om�aaooea�® Te0.p�m�N Poul�ppeNuuymv PwNVWe^iF�%e. Ifvw evd Wauvemm<v vrvlwv �.a A.n+am,�„.� n.,,w, pig m�a�.eR.o�i a euzesns o.m maswnrr. POND VIEW MEADOWS II * LOT 40 �)/ 1 ,B Nol 5� i �r� MI TOPOFH MPEIWW BWTWOC UITlw BM3T MMp PIP[ (w.W Bt 1w iw �6T (o M B]lw / m imw 1A •OMES 4% ...... - ..- ..-.._-.---.... wwr � ®iYL IP] _WRJpp4u® '-gip I `— O.WYfC WM1}81 Tda � � - - ::to ' w b F I I 1 No 6 = IN m. j 4 _ Cr anrr-_- e i . .......... as.............. uq._ ...................................... . I e_ I 4 r�+wm y zv f N � aim 1 I lifo�u'W \ I � bfl p NTY $ K nww.l ! IiRL�JiM.MM T� a A. Arl ®G 9E1R'87�� I 1 rzvu�e ST. CROIX COUNTY SEPTIC TANK MAPITENANCE AGREEMENT AND OWNERSH@ CERTIPICATIONFORM O m/Buyer—a114=a Mating Ad&ess Rapelty Addmss �'f95—u-5�foeA (Veal mwmgwed Som Plmial&IDomg fkp� ) ,,,�,...-� Pazcelldeofifice0o¢Ntmber - z�-/ -O%J LEGALDQ99glLON Location l/ J/j_'/e,Sec. ,TiL R1e' W,Toumof�X. L.n Subdivisio¢Plat Certified Survey Map ,Volume Pege6 Wa ty DeedN (Wm 200T)VolP PW specduseDmxno Lx lmc idmd9abWkY ow SYSTEMM RMOAN['F ANOOWNER CERTIFICATION ImryoPerux vW munmmmo(Yoiv eePoc+Ysremmultl mWtiv in P[�°o°'6Jwewbmtll<wssar. Ayv mawmmwm ewdsn ofPampmg wt me mPde maewrymmeyema e<�, snaede4 M a uamm Pamper. whm>aePmmm me ry4em eao affect me fwctim of me xpuc Imk ss a twmiml Sorge m me wazre diryavl sy.Gm. Owoer,oaio W iaace �esp�n 3Jmuue zpeci5M io 4SPS.38i.P_(1)mWmChap�e+12-3[Cmu ComrySeovuy ONmmce. Tpe pvpMY owopbu, j mmbm pj sG . 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VJ Redo lNv,N, MW=n 3w4 DWebwedM flm b 450to W Goo ❑. ❑ a mftI.ceeawerwlwssn:Oa ma au� _ ae vaAnn A.9glrtkb a �wt Min Vie, Theee uemutive roil, with 0e need fm enh ly cu,ulMi"blution tth*q of Ne sye MU'wd by We in mg oon9e ,my to ammm wa would also beb wnsidef u eflll Tm be Laal arts NM rtq bW fecon�N�eWed. �r aMWe mublefbudon 'Nisilb ksulmble Geu Wowgrsdowmen ❑eM F1Y 4 ON Gmundwr olw. 106.15 A, Po Wlmmv9Hv n84 Shc RMa Dwm RasesD..aMAa s Met Gn Ra+baa R WON S m. MMM au GnA.umt Or se. sn. 1 69 1O 3O - ,J 2m r deb 2f 5 Etl 2 9-23 1 14 "I 2m,bk 1f 5 e 3 23-29 ]SyN/9 ,1 Im,bk 4 29; 25y 4 Ie Imsbk 55 4 sl Om !d,h V41 Sand/ ElSatlC _ 102.40 CaMM1 m FWNM14t 191 h Sti Nb IMsn MIn omN mcC , NebaPowlfWn Tm SNAaeCNMare swMMl Rob WON 4M 1 P9 1y313 ml LogN dsh cw 2f 55 8 2 9-23 1 4 e0 2mebk doh cw If .5 8 3 U-30 7.51414 m tm k dNcw .4 6 4 3" 4 H Imsbk tiv k2 5 45-81 5y 4 al set Nh Q' J 'S W >10.}AngLertli86>]0�15pnpL I[. BDD <yr�M{aMT33591np1 Csf Wre U'bee Prm9SQYNnM ThomaaC Nelm t 22]38] Ions DN Ei Caduekp Tigga NafM 143212M Sv NW, Wl 1MIN3 New Rk ]I534624N b Mrr_�emh Noe a 3 .t.IPXs�,W.� �.ss,W,rWmd lTz �pesenmt or Commerce ia.n equal opporenin smite WT'IeerenEemplaree. if you need esseweer, euessurvices or ooe mNc iel in en alsoue No, pierce emmct tie lessons[ or W8.2 S3151 or IlY 698.2 8)7]. POND VIEW MEADOWS II * LOT 40 �N) 1 Nod HALE 1•=30• Bill TOP OF IRON PIPE t00.0P 31112 TOP O CONDUIT 102.35 81,13 TOP OF IRON PIP 10SOP al ISO LbT rnp ' B2102A0 BS 108M 16 ACRES 4% SLOPE \ 1W' Imp imp 10V TNOMAS NELSON THOM