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HomeMy WebLinkAbout026-1126-32-000sanp.m euliem,nl olU "n'de PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) cuu'M St. Croix Sdn,evF.mu re. 631201 Pled, 10m pu pmm nw Be used, mr .vpsoo P,,oy uv r 15 R(I Nm11 camm�p Hcry Nike Marvin &CRaPd Boucher TOWN OF RICHMOND % ToN• 02&1126-32-000 eu [k. MEN SJ/'NF Sht Seuvnrte.auN+Mo 12.30.1 6.793 TANK INFORMATION s ELEVATXIN DATA MWOF.LCTU GAI STAT" BS me FS ELEV CBM �5o ALA 1,6 4.9 F 1-�n.Lc BW S, 71 ff.7 »aa�re dVxNMe 12.9 0. 8 1 TANK SETBACK INFORMATION GBeess Y NSA Sv111 oxide iANKTO Pq WELL delsaps`y9,DI BpAemDmmN 4?, aV.11�j.� eepe.gnen zd wz.(/ Deosee �nGPlem ro T PUMPISIPHONINFORMATION /IV ✓.+P' Zp nmioreee .3 VRW MenuleMm De r G r Low- L „1 &.1 G.e 102. /OZ.7L Mukl �O StAl81 ioH LyI raM 10. 4 F 1. Emdw, Rol i0ry 1.% /F� 'l 1� .m E/cr �ed IE Tt 10I. B axial LrynO. a.Z..E&I JVh Ti i. 401.L SOILASSORPRONSYSTEM 2 ZO } B 4 LB&lZ 7D T 3 A.M wK;7:a� on Moc a n��l .Bin 12 Die N ` does)Led p - Vl�ox+aH.Y SOIL COVER •per uMo.v BdGI H 5' Dpm D.. >Iz.,TEE COMMENTS. (mawe.noeeeBo.p.na... pa.one p,ee.m.ew) mcpenimxi mepeuuo aT L><Ml,n 1,,3,6E —Jcvv�s c,, wcs+ FJ ABBMGeee.pud Rlkr(DW.r -JB well or la4-Ca ',n( ecfon 2)Mdg,e,.l m.ne.=N'I' - TanY o-'FrLv.LLys ..d-,Sw, drA,00,'e inrew 0-}. n �� :ate A.l 2 3 21 EBD,,,OIRE 71 kold"L. serve, 14003 s 1 .AN doao D a oMs,M ry S� k Dr `syayvyPvmnNmtr�mM6WmryG1 y and . FsF IS�LS� V LS R01W �]ib? ppal A" Me R 63� Z o 1 DEC-oa ZGZO tl at$4UMlaTe rtApPtwa' Yame Teal NMW NIA all, e.ae,.mal � ... ce�momw..mmr mein-wwmm����ww`rs>am o'a.,- pone,a,Mernurora.m.� r,�ypmpraffi �'m Yl ease® fi ��. 1 �Jx—AAuAPere,12- c%sue >s,,,pmot, 1 50 1 e:3 0 v, Ran m lylp,'I padanan f.eutPwu oeUl mmwmxw oanm as � Z oNE X e�nre�® oae�.uei�w ��.en.�ek. cens.oum.oON c ��� � a�. ❑eao.wezao:rem=em,oe N.c � a,wmm }� as Per management plan Pro,aea ev plumber fl doSy*^ �- z as permareaooremaasmences; be anap) e. setback (ec, weo-ommonees No Paw} of fork I _ v, S" lovpo,,cm{ steel ^� dMv-..."ismw3°Nw �'•m l.� I>w.kl it.+iinag �m N.s.w.^d'� lobo Ha�F^ r....�ali4 bdy/ Sik vis-i- Iz/]7/7or v"td soil kskd ct�r of swu.lrr, 1lfoweuv, J -,5 r„ts'r� r%ainayc ESseM1^e+,+ (need di3d.rr�uu.ce is 1c5S -W«« � ur bee pa`. LJP wok rct J�...d. System PLOT PLAN PROJECT Marvin Boucher A on nuns 1411 160m ave New Rmhmon l AS 54017 SW 114 NW 1/4S 12 /T 30 vR 16 W TOWm Richmond COONfv ST CROIX SYSTEM ELEVATION HX5/101 5/100.5 5 belOw 12/7/20 REOHOOM 4 DATE CONVENTIONAL CONVENTIONAL LIFT XXX HOLDING TAKE MOUND _ SEPTIC TANK SIZE 1255 LET TANK Sill DOSE TAKE SIZE HOLDING TANK SIZE LOAD RATE 5 ABSORPTION AREA 1216 p of chambers 60 hIBCWHI ARK V.B.P. Baseel O.UerYSGh9 ASSUME ELEVATION 100' PRINT IdfAme PII@r ❑BOmmOLE (DWELL I.R.P. Sam a5benchmme Scale = 1/4" = 10' FIra:Lr.•�`. a,all r ,r5 p Pro 4 Bedroom fL House Lc � zzo• d— TI HuffcuR Combo Tank ' W47 looddedsnot to be drvnage earroment Dramage Easement 60 B MY Clearly staked by surveyor 45' 15� sa 85• 11%aSlope 15' oa e-1 B-2 �,,,If bnoft 106' WE@ 40' B-3 ]OB' 574' Properly Lme Vent >6,. Qumk4 Standard of Cover Leaching Chamber All v shall be ASTM STIR 30/34, within piping With9A0 rof Area Daps DO' piping shell be ASTM P891 4 Long 12, a (3rpJpmrot to Glide at System Elevation 34" Cover Page Shaun Bird Butl Plumbing Inc. 1432 120th St New Richmond Wi 54011 715-246-4516 Date 1217/20 Owner Marvin Boucher Location SW114 NW 1/4 S12 T30 N,818W 1413166th aver Richmond System type In -ground absorbtion system(conventional) Manuals Used: In -ground absorbtion system (version 2.0) Pressure Distribution Manual (version 2 0) Page# 1 Cover Page 2, Plot Plan 3. Chamber Cross Section 4-6. Maintenance and Contingency Plan 7 Fitter Specdi bons Sheet 6. Dose Tank Cros Section 9 Pump Curve Signature —_ License er #226900 System PLOT PLAN PROJECT Marvin Boucher ADDRESS 14111601h ave New Richmond WI M017 SW 1/4 NW 114s 12 /T 30 NIB 18 W TOWN RIOhmOnd COUNTY ST. CROIX SYSTEM ELEVATION 102 51101 5/100 5 5'below 12/7/20 4 DATE. BEDROOM CONVENTIONAL CONVENTIONAL LIFT PAY HOLDING TANK MOUND _ SEPTIC TAKE SIZE 1255 LIFT TANK MzE765 DOSE TANK SIZE HOLDING TANK SIZE. LOAD KATE 5 ABSORPTION AREA 1216 A of chasms 560 Ilk BENCHMARK V.R.P. Base of survey Slake ASSUME ELEVATION IN' HIM Lifetime Filter ❑ BOREHOLE O AVID" vH R P SameaSbenChmeM Scale = 1/4" = 10' A45' Pro 4 BedroomHouseHoffcott Combo Tank 30' Tank rs not to be ocated rn dtmnage omen[ Drainage EasementBM' Clearly staked by surveyor 90, Es' til%Slope 15',^., 106' Vents 40' B-3 108, /574'Property Line Vent >6.. Qmck4 Standard ofCover LBanhmg Chamber All piping shall be ASTM SDR 30/34, within 5.6ftA2/pmr of end caps 10' of tank, piping shall be ASTM P891 4' Long 12 Dade at System Elevation 34" Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 3 cells Quick 4 Standard Leaclang Chamber with 20.0 ft2 of Area per Chamber3-Bf A2 pair of end plates To be >1' above grade 47.6 Finish grade elevation Typical Installahan \ 107 5' VeraGratle y Venl — 4 �30/34 Septic Tank 4 4' Lon6 1 5 4' Long 1 . 4 Grade n Sysrem Elevation Gmde at 5ysicm Elevation Spacing 5' 3-3% 82' Celle Observation tube/Vent Same on other end To be located on end of Cells 20 Chambers per cell \� A B System elevations C A_102.5' B_101.5' C 100 5' SNP'rIC'I'ANKMAI NI' FNANCV.,,GRF£MI,'N! AND 0"'IRSHIP CPF(71PIC'A'I ICN I obbb % Omns/Wym �fj' ae__— mew z mevi F1uImB A:44pas./%/.I/LL"1Y/NG/p �//I ��'�/ PmPUIYAtlM:ns_ &J-32� �PN/(A 4i4'- (VCJmua m•louea on:n un p t u:ue uy.n.:v:::m:ev rmanei nn LCGAI DFCCR ) pp praW YW.. SC_U.:.fi��.•.S'¢ 2 I.h7 W</JW f I Saba — otN 3 CeNDW burteY U.P N_ V,l,:mc_ Warrinqv lbeea k _ _ l V Inm,. `—Payu P SY51'EM MAIN'IENpNCE AND W(145 NGD CFRTIIDCgT10N ory, by I". h.:w....,,�,. nat aw�mtrc.(rRiw.move""orme"r,:ar aopb.. wwu,e"rm�„mir, CySban•Y,� Ir>:w„ m�v"m:.'c r'u":" i:r.,.a.pmnmeo Sln":::.e)szm.",1w,aoa". Ia.vl ow. e""",re.wo.Y.nm.. "w"..bar ly.,:..,o,rm..w...buo¢n:.o nlwma. Rn,ussaia"mno:.. L".,u'ea fUlno, uv m"�o fill! vAwow"e:m"g"wnm"„uw," 21 wm: e"I.."b"":w a" w."wt ".w� vraywc `aqu boo pa"r m, ,,.,rl. m. a , a,.1" .boron,,bo lw.".r.aa1 b"r<.w"•,""w,w""� rnhe:' o,.b.wo: a:. p,i.on, ,„,eenew.v,n:":".:,I: m" cvll&.a",n am lu:w l�aPlorynamby"' r"�" "Uwwc":"r nnobo ho momelxwrv, ILr)aa.Yx"I ne we"by"Y"".".1p"bo 6ouim.o:"Plnul old mb:ani on'ra G" bo"'VlmuL:ga nwmb'dba by yon,rnu ""ai.r wow u:"n",:"r":Ym:"1""wlny. v..�""aveWo ".nmomrmy M"W:Ydbwibed.L"re. hYri,lue u(awn"":Y4W,,,,lea m l<vylA": Of U,a6 Dfli%, Nowber Of hearoour _ S7CMA'LY➢ . FO' p1+yL1CgMI'(y� GWGfUTGCi (mil �3 /�Q DATE: **.Any m(onu.uw lwlumnuveV::.een¢a Y rbeollw,hvawmwY P•'<nm Ln:C' I,j,d by by b`r& Zwi"g D"p000l'^ haybod,o Waw'vPPYo Nw,aWw uniYamlfrrvn Nu v" -made Im w.rdL:YdmN itrgin "I IIad�Clfin'ml"wYY"fi J¢""tliG"a bwv"Y:wp:r (ROV. Dun) POW45 OWNER'S MANUAL B MANAGEMENT PLAN P 11NIFU MAuon mecca rm.. —... der Y1'lpidir�/ �O [i` 4 J Gaplle Tank GaudilyA S M IU PemY[IF f I Befall Tank ManN&Lmr ir ONA DESIGN PAINfig E FAuaM Flat MUMwbmr wQ ONA N=WdDeEmame ( OIU EMUMIFIXSM w ONA Nm dOMmmembt Units Puna TwMi WsdAypawsmNam .j a rx PumpM InfluvNEMuatl Ouakry ManNy ge- Pre Iradrnt UnX qVA Face. Cil8 Grease (FOG) 9DmgS. ORarWC Bvel Face OPeet Ftl4v EiixtawbiCal Oxygen DnnaM iflODa) 42on42 ❑Mxlimikal Paw OWetleM Trial BuspeMM Soaks Nss) 515o ODismlxtiOn OONer Manufacturer due _ Dbpenal CeA(s) PrvLedrtl Elfluere Duality ry MmNry seer' a BOTerrvml Oxygen DevrN NOW flg MA 241h1round SraNry) ❑ In9mms] (MesSurtral) Toil Su5lsor dM SAAS RBB) sal mgyL Tr Nyaee oMwm Fran welam lgemMtire 1 :tg-awl(Mnml PDn nne oONar Maurrum Effluent Ferrol sue %kMaiarreter u..rµuwm.`.krw.mrsenlapvaswruar — vr.�en.eer•a......s Service Event BeMce Fspu airy Inflect manned of tank(S) Nkst axi•every OmarPs jififear(s) (MUMum 3M.) Pump oar dermas of hands) Wlmn mnened Abega an]acm equals one -dual (y) of lank WlMM Inspect nrs[eodu A(,) Nlwlarm awry l ne+`ma r(sl lkleMnxvn]Yn.) Dmanemuedmmf NbMdrrroemy ❑mdnme EI Irripxf pmnp, Pump donates d ammr Meat veAMrY �P mmpsS 6) ONA Fugh lebarreas ark pressure mA Meat m'nere'y Onwas Orleans) ONA Off At loll on¢every or ms Plains) OIU a'Y Al least once every ❑ aims O MIAMI) O NA InsPuSans AT irk and duperaal calls still Me mane by an indidual®gang AS, of Os lab/in] Ikanses or rarer Wrs. Maier Plumber header PlumEm Restricted Saar, POINTS ImpeN POINTS MabmirreF SPubge tteruiLq Operator Tankmsperalnns meet include a Audi lnaprctlm of de Wes) Io kenda, any massing or asked IenNare. Identify arty sacks or leaks, measure the fume of wmNnen swage and scam and to lock, foram lack up uPq Jkq d e11Yxm an Ind ground surface The Msjxmval celgal anal bu Visuallyinsleded In rTert I)a emuenl hRR bmecMen2rpngpaandno Ue fJ anypandkgofeMwnlonmegr Msurfa's TMWWINWOMuentm Me ground surface may Indicate a fading mMNor, and requires Ire Immediate mOfgWn on me Yxal regumbry euthi NTen me mnbmed a¢umulabad d slWge and sadm In any ink equals cneNdN (K) or more an Ad bank whine, tie ended sun end YI tie bank gall be removed by a Sepmge SerNdng OPoaW and drsposM IN n a®mance year ch NN 113,W nsm Admm¢naWe Code The waung of effluent hMrs in avoid orpassuKed POINTS components.Ixeueagmen ent compinm, and any often melnteanxeiv nonvotingaI drlervala of 12 months ahv MAI he parlwdrq] by a certifie] POWTS Ma mainer Ai ervkg report shall he Wooden to My kcal reguafwy aumodN stare 10 days of completion of any serve event STARTDPANDOPERATION For nea CmsWdion, prof to use Of me POINTS deock DaaMent mnk(s) he Me persuade at Wlnb(q prMURs or Omer chemlcah that may dmpede the weaManl budded archor damage Me dispersal call(s). II high cmmnhations em detaCted have Me comers of Me tank(s)removed by a sepmgs servEhr; operator ptln 10 Me hall START UP AND OPERATION qlw pwrNfW Wlr For mw contretemps, Pre*m cee or W PCWTS W] OPalmem Mnt(q for me pnamm of pelr•89 prim n lanky l pice,+he Ly a mWt e�oMalnP W de Prior a use wills) It high wnW nBbws ad MauM was Ne o*rlenM d me Sylm som up Snell not mcW wh for adl card i To M1vmn line list@mW surlem Nd2d Jae�swNlsBnya dllM Uwner q fewopmes pump leeks may 911 added Impel morel AI Man power • clummupetl m may moral msh11n vc lam@ Me. oWrbtllnR the mn(di andmayreedy In me maap or sumor, dm1Mn9�vwa b To ems mh aWnm NSA the mmeme rrl Ne dome I lamred M a mad" $dungym Ili r cartel yO whom rmnel Ww e •yPmm who ar formed a Plumber or POWTS NelnRlla b e K U rmnuallY Sams xeura• yo worm the pump rank Do w ddue or pe ohM o runM and disp wYe nd dMe yr peM1 over. M OIMMae duNN m Wnpecl. Ne aMa xlmm 15 bat faun Mod dmy mound a al -Best evil eMvrylbn Buse Hetwom yr elimination a(Ins"WIN ham he enMl wstM mW meow Mel, Mm�n�!"ida �fdurMdlo reN "'mr, Iu. M) wwives t an vbms. (makers, eass�Im gr�. M •NtlEB mmeN •vAmr maduuvm. ul, MmdmP prock pRan weer. mar and WperabN p•Mm• p persuaded, ssnitW napkins Is'n0.wi end wererwlbRr Date AOMN EM When No PCWTS halls mayor I dmmeneaY nken M N eerelm 1st uhal Karl AMll he wen to IMon that had astern B mandarin and Sak abendmed In mmpoanw MM enapbr Cantu m.3, Wlxnnim namleklntM Code • AYgpMgWM*aandplNMA'Ibedlecmnafmmd Meebandc PWOp nPn d • Tne vnymN dl ell anFa end pX•NNmremOVlE MdpNpny slaps 1Wdy e5epbgd SavkAry Op•reoa • Aflr pumpFp, sY MFe eM pN eMN m edeAMed aM RmA'ed IX tlMr mean ren'aWd eM 8e wtl •po fib] Mm aryl. prowl o smWw InMmlq mnedW CONTINGENCY PLAN It me POWTS falls and vernal he rsPolred the Iro leer p m mmum bee dean. or must M talial to prndda a mM wml mple1Wm layatml YF- prom replacement area nag dean wY ales en ad by ullllzed for the mum IN tle Wp wl ads ebam'plbn fitert I T tip Warrant mee should M pram W has anumm ve sup, vane, and YnrM M M amended man by deal whompas impression, and proposal undestim, id'. lime and" As alunst Th e rWN®nua Palms all raN m the here Idr.m.wwl.,e.M eMueNn la YNdM aviredg rdpa'Lrr*ar situ Redamnlslt mNrl•^an'mrrvM1.Xn ore mleem mNv at That time o A wMbb Top.mmml was i• n s aesdabk Wa to .meetly mi mu torsi . Renmp adY $ m POINTS MNlpdogy e making ark may M Inhaled ee a had remit to rePme the wpm POWTS ❑ TM aM has seems ewumd to laennry a aaneae nPlammem area upon lmlun d me FOvrts a mY old eIe evaluegon manM mrtaw.emlomm..wNbe npMmmenl arch situ repbmmdm.rm a.yumbanvtlmE UMrmd Maebbae. a W rmclb rapiers tla lasts mOWTS � Mara] eM MgaOe Y rOaorpt'dn aYeWr'e nuY ce rxmelruvW m pies MlwArp nsaval or the NvrW M tlIe YMbeIM ern1YY RamelrWncv Nracm eYamTd mral mmpN oust tM rvlea in eyNJ lNel adds. aBARNINDaa EPIC, POMP AND OTHER TREATMENT TANKS MY CONTAIN LETHAL GASSES ANWOR INBUFFlCIENT DIGEN OD ENTER ASEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. OEATNNAYRWULT. RE UEO A PENSION FROM THE INTERIOR OF A TANK MAY BE U FFICULT OR IMPOSSIBLE. ADDITN)NALCCMMENTS Phone Iif Jr—Lil4 PoWi9 MAIMTAWER Name u FM1nRo c /J—T BEPTPOE BERVMA1q OPEMTOR PUYPoR IDOAL8E0UlAT'ORYAUTMORNY Name ^ r 5 Nana vnm. ,ir--� 6 /id PUme 6 TnBmaeanweedrWE In mrTllennwM.Nep•r BF6N] )SINNONlIIaMltl ad Ma N(tY DI E M Yi.ar.FPDmInNONM Cob b-V NOUI M y 8Y 0071OZ Fihm M®oficoea . PSVr Model N®6e� � Rq.... tiI _..�i [7�l M �l .. a .. ��.I _ . e ._ �ry • D.pZ i So,S lco M.ob.lemia l"Above Grade m Z Ft GENERAL INSTALLATION: Tw mPdr/hee tk� is bedded and beck filled m accedes w ds maoufusam's pta Weppsovsi spas adore. NYlmum dcpfi of -bury u specifwd by the msoufactmer MY sot be eareeEM w ut pia eppovnl. Nsohole (oeas exposed w pact have m efhcdve lxlk devlee oadWtls) iosalled. Piping as dre iuk eal nudes is of approved metesisl, cpooamd w the nsd: wuh w'wallol f tha and Ieid oo mbm soil wpmmt sarfwg or•?.fig.1 fora mein is slaved wbh C Seh. 40 PVC w bridge the tsa exmvehro sM the slave u soled watatighs. Ekwisal service mmPlms with NEC M sod Cram 161 OLOSW psge_of_ Pump Specifications 250-Series Submersible Sump / Effluent Pump c GALLONSPERMINUM r 2S eEIan Dimensional Data MANUAL VERSION R 1SV CORD ., 2W SERIES DIMENSIONAL o1PI DeIE OPCEER/SE 111111"Ll M..YL*v mu Ulr, n.e.ueN.mr�.w .mnn.xmm.uyn...anmw..u.vniu.. Pumps 250,Serles Electrical Data DULL to MODEL He VOLTAGE PHARE WAR LOAD ROM A AS MP's Must "Ps TEMP CLASS Fir YES RUCAT YES FILOAT YES VERTICAL FLOAT 250Series Cob Length Options' Lbdel 10' 26(-2) 35'(-3) 50'(-5) 25G Standard Optional Optional Optional 251 Standard Optional Optional Ophonal 253 Standard Ophonal Oplaeal WA 257 Standard Ophonal lo' cord length standard on all models 3 or -F suffix W model number Example for model 250 with 35'cord NIA For optional lengths, Order 250-3 NIA ad WARNING: 'Always use a replacement power cosl assembly of the same length and type as originally rote llM on the Libedy Pumps product Using a cord of Improper gauge or length may lead to exceeding Me eaclnfal rating of the cord and could result in death, Injury. Ore or other significant failure vo_FIR 1 11.roie Cuwe@urvIH ue.,yw.m o- 1u.r14%cleF..0 YiI L I enm. m+" +.aeWmle..Lid Rffig i o� III' MET Ig Fq ° o i � ill �I AFORTR �'}7PROJECT s o �- � IiI DI o, _ i J III IL fl8 N tt�,tf. i»i ai a01 i FQUNV�Tl ON Ln EL � -t-a -XMI - Ali Eli �. a u zew�m,oen� 15,124 RE n 264 FEE enS 4 . LOT45 TOTALL0T84 +• 2i�\�J HwE9 4 m 8260 AREA %W I { 8 E 9 ACRES '2.e `�a�C, \.\ � ', s o. S. g-- 2-08_... W iI. 9 p e. Q i o !� yH•Dy .S( b BO� `q H ff@ k �. N09'52LL b4"E 194 75' 'aL� Gf EgSEM mow• - -© N09'5194 75' 9 -----. �' o ° 'g •; �� wE 99 LOT it H = a 253 E 9e97Is ----- In 0 m]O T31 3'C LOTS LOT32 a' Sir Ss.]"Ss9AL R g"TOTAL ARAER� d r RES I RE ACRES SE se ]� P EFE 9S97 EFE.9I,t FEE CC 33' IN I- EE tvx or tin 8055 "` i- 3m Insaf N89'34'56'W---- 130882------ I133 qv6 p,Y'{P' n G3f�ruM� CST-aoao-387 ate„ 082020 SOIL EV T 6.�md YM1ryN Wp. 51 role C¢ Gmmtl NY AYn QW LMY v III m .nb CIMFYkb.nMMltmYrbe'o M.IBMI6W� Psm 10 mo.. 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IfymeW eviMu m wrmwrvlma nxt wbiJ in .hvn.0 famq y� 1mm mTTY WBS60.BT9 Soil Test Plot P n Project Name Marvin Boucher haun B d Address 1411 160th Ave New Richmond Wi 54017 CSTM 0226900 Lot 32 Subdivision Water's Edge Date 12/7/20 SW 114 NW 114S 12 T 30 N/R18 W Township Richmond EJ Boring Q Well PL Property Line County ST CROIX BM or y p Assume Elevation 100 ft. Base of Survey stake System Elevation 102511015/1005 'H R PSame as Benchmark Scale = 1/4" = 10' Pro 4 Bedroom House 220' Dwnege Easement 60 BM' Clearly staked by surveyor 45' 85' 11'R Slope 15' 104' B-2 40' I06' 40' i 108' 574' Property Line