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HomeMy WebLinkAbout034-1024-80-050v.y�+a.ugarem GENERAL INFORMATION PUMP/SIPHON INFORMATION PRNATE SEWAGE SYSTEM INSPECTION REPORT (ATTACH TO PERMIT) .A l03' b' I qy r u„E, TR af.�_ 1.2S a' 10 1,01 V, 11;4cha4 0.15 SOIL COVER A<1 Pnou.. III wily 11 RINI Or III III Onq � { Our DIAM0i.r r mpnn^n Eee .BIZ" �inm11Z� .eeea vev nNo aAlwII, JW lo OMME S: (ircydemb etrvepenor wel perm ale.) I-MR111, rW]RNSTIC ROAD I)An eM oeAnol ADF III {"Nv--*k EOYV- 2)e�earwe,len9le- 2'¢' BTen e,> IB'•f (.Wl ITAAlq rolnerslEeforaddItenm•rormetion -� ?,q aao dad o+dl97) oaR lrpN,Rom -112y12o JKy D dx.��y, c"Vselplwa poAyeaic.NsM.li •. bill Werty and Suiiairres oiredr i.�l �LSI�i L�0\%��.V o _ 201 w wxmrrglon Ave P O Box 184 m �rt vmmr(NumO%rm arm m or C nl _ MAY 1 B 2020 Madayll Ad 5370T-716$ "�Rer rtApplicanon '°`T1Y4ee1g1 Needed, en mderne Yn.e,.mRme nr aSzoo 2 C ranee+ Aden. IIFMFI nYmr aurae amAme m.romwmNpowrs..eramrmao 'o1. r'rneulmMv . w Penal mare b rttn on, e v,MnA doo rava, 11. 1 �^c ne bbrmlbe- Pkw Pr1Y, All lnlwn ran al PearO3y Kv.F.- .ner .rF - mom l..,o-m/5 IW -• 1p89p2rfne ,P.oaa%3 Le � ,. it alepaready�/�/ forw.. GL.wued Clef -.�__6�z-y?7.✓y�g a inn RLk, 11 )peofeml n8lelrtt4 An lid dral �Iw: kamrl.aHknY-N.mker..r nee...n _s r,m^r enBI ❑mdnKw,mmnl pe..rtM f1Q ❑sneo..n. wmrttu owLYe„rziT,«w.nf�Spr,.ry III Type of Per ml,: ICkny'� on Lna deal Complete hol ISlappenallel ❑an. n.a y^.P ) IJ lrternrenUHdtlrn{iW Re0laoemenr CNa ❑OJm Mrdrlenrw an kmumYfyaen lanpinnl rRnun. vennn summw welmm� B ❑pour Il mmrr Re.r..w flonnseoaermnn ❑Pemm TnmmmNe. deal In If 1111 N.T pe orpol SystuyWC,napeommol Chl all adds Idol a new ❑firer punb - vn m I l nna..n wou.rnumr..re> r 1]n.e Drf3an of an .nwnr enable .r. ❑ Hal fW1]aM noal umm�, 1 ❑Pmument leml V.ou mvrrnmen lAre, nferm -f _ am.rmw�Aea Andy u u wwwun �"r Wall✓ 4 l Sok 75am, VI. Took Info [pnnn "'i`"'m/!y4E r u,mnua, F1. SLi yo g fW ni_a, xna�° p 3 S E Pv sm•vra-uyiw OB IW f.re GJIp - PIT scandalIle Pon Ympm Am I do,nl areal ranee numb ✓/ ,er ZG 7y891e Aeen.ls„w, f m wn2.m rra an's "no" VIIL Cnun /Dz tl eni Ln Al i x Appealed `'darn'''/ pl Ins f10A� 130, plane I r Adder r% we G 04al Tn rr,rknnl rr%�?sLo J'I r�1111 EL Col.... of Apprnlarofe mfor anpOronl 3) S W S'•lm^Tpro°al ]) S C4 JP^T�,NE W. w,t,y w BYSTEMOAVI J\ I Sel Ynk, eRruenl PAxnM ,/�— SFIS " �)'� rlinde:ol ads must 08 PQl INE I MCnWingg Al Yt/y�!f /A as per menpemnm pled pleaded by sunder Ill mYa{p('.0 _a' 2 All nroep,wulremenle mrnl w manurnrd 1 as par radical ertlMalrYwsBm Ndea,e,nma..e..e�nmre,c...v rrv.reye6u..,ye�- /�m '{/1 ti N S l ehku 1 p� MI seat ox lR 11.1p ebal �• n/pvnN`C,vr\ l,�a p$ DIVISION OF DUORV SEMICES DREENfl1yser WoN533P11 CUTxlIDmyn Raav nt�.rrmpa.d9e.miegmmwdaciation Gov saw Tor"Evens (overly E.em.r May le, NEW CONDITIONAL APPROVAL Conditionally PIANAPPROVALEXPIRES 303E-05,I4 Plan Renew PWTS-053000835C APPROVED MICHAELI MYERS DEPT. OF SAFETY AND PROFESSIONAL 394313M Av, SERVICES mmwood City WI 54013 DIVISION OF INDUSTRY SERVICES SITE. rd3 Groh 1 E. kuancFoRoodi �•,e 07"all w Town of Springfield Sant CYOix County Tom Annual $35000 SEE CORRESPONDENCE FOR. Mound Componmt Mound -Ver 30, SBD I0691-P IN OIN I, R IN12) Pressure Distributors Gmpmleni Manuel - Via 30. SBD- 1(Doll M O1101, R I0011) CPU Memutlence RerytrN The submtiml drmhN good hu Mev reviewed fun verbalistic, with applicable Wisconsin Atlmlmmmvc Codes and Wncomin 5iamta The mbrrund has been CONDITIONALLY APPROVED no system is to be constructed On l� in accordance with the enclosed approved plans mad with any component All renae ceiebwa Hie ewnu, ax dGmm metal 101 dqm). Wisconsin Scambo, sleep, ble Wcomphance with all ci reylilremer s No person may engage in or work at plumbing in the saes morn licensed to be m by the Depulment per 1.14506, seats, The following roMmms shell be met during cinwucnan or...random and prior m ompanry or un. • Any tall grocers, lions and shrubs shall be cut shod and removed poor to tilling the cut for mslallamm to mi,vmt moving Met Is dispeiail me • Prior to eomttoctioo of the dispersal area, chak the mobtvre moment of line wd to a depth of Is Socha 9mearWg and commaing of wet Sol will result in name oeg F, oduation mpaaty of the on Piopa soil n bedmm mad by rolling Soil wnple hsween the hands ]fit rolls into a 1r0. inch wee, these onotoprepare ifti cnmbley erte ptrymaton can pm,eM tribe sin umow bprcpere, de val prae¢duntJ lin,, It Is raommended to cut as Sbon, as possible and remove ground cover prior to tilling the gourd Author for the dwpmrisl mm, Remove and maWYm woody vegebhon on or rear the dvpenal component So mrmmve ism iMlumtw ism the mxvmml c,lla PAGE 1 OF 6 Mound Plan Index & Cover Sheet Component Manuel Cane References Version 2 0. S8P10B91-P (N 01)01. R 1W12) 4 VenuM 2 0, SBD-1070&P (N 01)01, R.1W12) Pg 1 of 6 Pg 2 of 6 Pg 3 of 6 Conditionally Index & Cover Page APPROVED Plot Plan EP . OFSAF ETY AND PROFESSIONAL Mound Cross-gecTion & PIaQ6WEs Pg 4 of 6 Distribution Neh%WMS06CMC b=TRY SERVICES Pg 5 of 6 Pg 6 of 6 Pump Tank Spa ifil tlog,� Management Plan A h ent En Pum Curve POWTSA Ilcabor6ra6GAIWaPONDENCE Soil Evaluation Re oft & Site Ma Project Name / Description owner Nams(s1: Karohne Gross Phons:612 -499 -1408 Owner Address. 1089 Rushc Road 3, Glemvood CM. WI pp: 54013 Protect Address: SAME Govt. Lot: _NW il40f NW 114,Secrion1l ,T29 N-R15 E❑crWZ Township: Springfield County: StCroix Protect Parcel ID M Designer Information Designer Name: Michael Myers Phone:715 .265 _4116 Designer Address: 2933130th Ave. Glenwood Coy, WI Mp: 54013 Eanell: mcmyers@cenluytel net License Number: MP 267985 Remarks' Signature: A. G /1�=��.✓ Date. SP12020 oa•x.o�.o.. ae� .w.a.a min ❑ SOIL EVALUATION $p1j 1w m [Z]SYSTEM PAGE20F4 SITE MAP PLOT PLAN PROJECTW a ° asp Karoline Gro a Ai.mmcen°,+�®lmniw,. ra•mm.wmaq.n. w Crr 1M Rw R°.°). Gb cb.'M VI°eweM /r3Tu 8vgaJ avd w.1Ye Ww ) eusv^xr'y � r°oo f N z..wu,... we IAS m nw Pc ASW CM wm. sttl °m to oumg w I�w ?IV l nv.u. I r 9EY4` eel I � 9�si � SINGLE -CELL MOUND DISPERSAL AREA O 125 n 05'i0 t.5'WP511EG PGGREGPIE Ian.eveewmeYowmn{¢e-nL.i.V' µN aP OF TOPSOIL R E= 166 R va Jwhirtn {je mJ maM wN sy"'^°oE meal nr, loft system Elevaae= 9520 n Lamia inrn Emvaflon- 9588 n wsTv cn sun FnL t,054 T- GROSS SECTION VIEW _ I—n= 8 X—i (No Scale) E sweoermm�a 9 Exvaum= 9395 X Is mve aid flush"" mnebns on omn claw. PLAN VIEW (No Style) e sxlao y. 6�n 125 X PVL LYaral �a INpol -- --. — — - -- — —�� e. l5 n --- _� 1= 1L3 n N• BB n Bdd ®ns:mMry b M19vwcenWv r- 906 n PMM aNwm.ana am ..N>,r u.fln wMF 151ee1dGcwnliPo ba. 6acM v.p.' DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) ? 0:a40 PVC Ran, Van (^I+W b WmV wN FLUSH VALVE DETAIL Im.,ow ro,anRa.d) (M 9ap1 ,Nbrell Om,am _ Lal"a sp.a�a Cam" d Tn,aaaaa Gap vela eta s- s na Rasa Taes lnwpme oNmmap Fla env � � a / 'o 5atlf0 � IiMe 11 lodnnll \ g mmm omoa la / 1 ,..la,e.vd�iaoa / S can vela— I � m.r me. pa lovinnall 1 c a �S,WlwwcLaleraie= 1112 In ` _ � I�IIY71��J"111V//\,i� Lwerw LammlP)= Td n NummrdO,m"a per uere. d$ Icfe�d alaa 6l Laeal `y` 1\`/— pinw Dpalalga Rate= 41 grm aI IJ--I_ad9 amm,dYN FLN VPnJ - �1LmmeWn1Y 4 elyLtlaytm Mlax. Ae �ae9 wtam"paml Numeard Lela ffi= 2 vN e,eryInIW a Ipst wepawll ea"i teuVls, lslvY DbNupe Rale= 185d 9pn LATERAL INVERT ELEVATION = 9588 n NPcal) 1i 0'^a 0rt a sIaNVI- 2018 �n It„nl' In»n OBSERVATION PIPE DETAIL lNosupl SIP Fpmlea cmea Cap l001"1 InaY„AManeemr 4V NC lye Ti Top d am to lanmem 1"n nuame M1YneEpme prlp'-vlxesm A W NNNy tkwx IMtl"Wi salNm Dunce Dwmet"= 125 n INI,,x1 R,ma IIyFt+n� _ TOTAL DISCHARGE RATE = 708 cRat END MANIFOLD NamCONNECTION Check � applicable box avalm IaeB, µr adbiell 70 Fla atM1s D Itpkell G) IT —}—xrz—F—x-4 A O }'I ❑ CENTER MANIFOLD T maam CONNECTION m (n.a.ILa opd+all PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) IMPT arvalto l•Ir 4ka)(y pwalunlb SPS 3&1 <3,'9M8) CAPACITIES® 17 geVln IxPln lln) vaumelael) A 209 31471 B 2.0 34 (CI 54 91 3 D 10 170 *Pump Tank Liquid Level = 362 In Force Main Diameter = 2 In Force Main Length • 75 R Force Main Vold Volume = 156 gal ICI Total Dose Volume TDV = 913 gakdose (v bout aural vde wiurre< Tw. XmGAn mill . (mbe Mao a,•be.a vaem) MIN PUMP DISCHARGE RATE - 37 1 gpn van PUMP'" —w ELEVATION • fie B R INSIDE BOTTOM so- FLEVATON • 86 R Vertical Head= 5.17 R . Min. Supply Head • 65 R FM Friction Loss = 2.15 R . Fimng Lose 10 R '(Y, •P)h head .pn = TOTAL DYNAMIC HEAD • 15 77 R PUMP TANK: SEPTIC TANKl51: Volume 650 gal Total Volume = 1000 gal Manufacturer Wieser Conctrete Menuiamnams): Vyieser Concrete Pump Manu%cWter Goulds install approved effluent fifter atm tic tankoutlet Pump Mode: PE41P1 a'ewv ostre mama pLmp L•nk lnleL Controls/Alaw l Menulxaurer SJE Rhombus M Filter Manufatlurec PoMok ConedslNarm Model PSP120V6H1WP17A Flloef Modal 525 Fba SRetl PAGE 6 OF 6 Mound Management Plan IMPORTANT. The owner of this mound system shall be national for its perpetual pMrannon and maiMbarce summer d requirements W SPS 382 380. Wx Armin Cape Pursuant to SPS 383 52 (2), Wlec Admen Code, this Brown Mall M nsidered a human bath Maard if not monitored in WCOmance wth this Mprwee management pan. Furthermore leInspection and maintenance acrvmas shall M Worthen!by a reglnered POWrS MSlydaber in accordance with SPS a 52 (3). Wlw Admm Cape ManxImitin Disforequal Am Operal Wants Design Flow, 450 gpdr SODr5220r r; TSSS160mgL4; FOG S30 mgUl Inspection Chill INSPECT EVERY 3 YEARS me a use • pe of System • urce feaon p e News, user Complaint etc) nman maYuni (1e pumMvei wirchM, Ms Wi material fatigue Ir e. Wine. b(eake, Wmn bun, Me e sild; vdumem anaerobic treaMem dri and any dgnbmion elqurlenenM(a)(I e. distribution l dreq poses) neglect or mproper uM 0 e, emetlma dekgn Mpentin. pronroiWJ MninM. 6a ) extent of oommg In diembuhon cell prinrto.Ming o dosing negulartiee pe, pump reayamg, coat switch setting, ism) eleMra' comporpri p e, wring Connections. swltchM, Connote, bmtc timers alae, e) odembubon lateral or lateral mfice plugging (measure lateral distal pit m— compare to decal WeCiflical o suriae dinnorge W eMuenra Whirl pack -up into rNCWre WNW Melnianance Chitral MAINTAIN EVERY 3 YEARS (or Mean neneeeaty) o Septic and does rinklel shall W pumped by a burden Mprag Mrvming operator IIMneM under B 28148 We Slats Mlan me volume of solids In me tanday exweds onePthird (ltl) the liquid volume of Ms Ynki or as required by twat ordinance DlspoMl of wnrents shall be pursuant to NR 113, Win AGbin CWe o Effluent final shall be msMclW awry 3 yen and shall be cleanse when nww q to mmwe any mulewwiiidsa oM,NtomanJa umes6 ffi=ions. AMNIOng WWW1la'MrrbagfeN t' 12 mwhM1r o Datnbudon ala smallWflR on"e 3yMmor`ManneC System maintenance nMds shall be submitted tatM Mopes Iwel government unit In ecwNanc s with BPS Bill Wisc. Atlmin Cede Repart any comPoeent Mllure or malfunorlon to' Namaof individual or Company. Northland Plumbing Inc Phone 715-2654115 Local gpacnment unit St Croix County phone. 715-3864680 lowllweamemuodapd 1101 Carmichael Rd,Hudson, WI ZIP 54016 Any detective pert m this system Shan be M IW rhdIWwI or mowed pursuant W SPS UG 51(1), Mw Admm. Cape aeces w replacement M fired «maHundlcning Components shall Comply with SPS 383, wom Admm Cents No product for chemical on Moo ill restoration of rhy POWTS may be used unless apppMd by the eapertmenr in apparel with SPS 380, Wac Admm Code Gangnoal Plan In the event met any hnM"eMent arnpmenl of to POINTS pennon be reor it spell be remained pursuant It a plan sugm to me MprryrWe agency for rew>w and alproval Aeded meal dsMrsalM MWI may rsmn&ruaM within the ongina llr approrap area after removal of all Wrap cdnMrlenrs System Abandonment If use mine POWTS 4 discontinue., a shall per abandons m accordance wet BPS 38333, NBC Atlmin Code SOIL EVALUATION REPORT Eer Depl N 8daly and PrVeaNena 3elnwe Dlriam& Sanely and Bddirg9 In n wad Can,0 Wall Man (' e A124 pqe 1 d 3 N wm pMy'M.Im I Co+mY All ec4n anoawr aumanl Panawcn41, mIt BI Conch peldlD adhad,lan 145r to n5•oyo nNn ��BM�m pe2n151perU4r Simenn5 rorm w o Ior4yeymM o pleeve Pant ell lrl/ormltlon Iewnd BY py m imvan aw ngPm wllllmn ev wdo.m Pmpmlr w..rn� ana" [Gomm G w "114 RW1N,S11,128F1 R16W Nerdew LMIO SWe BUNNUIIeaF Prgnt/QnMe MnFry lNm� 1MB Rue11C Rqd 3 _ Clh 81eb 21pCMe Pnone Numder Clry Well Tmm Neeny RS Glenwn:d Clry WIU013 6124SLlgm 3prl ek Rushc Rcl3 hew0anlrymn w Rr[ermlrrvuroudubam5 3._ CNenemmlm9n M1r rey 48D 60 P4kwmmnlxal.pauA _ PollRepeu^4m l Gledel Till. _ __. _ _ FloadgemelmeuonJlopNukle S Gehl mmmmy had xwmmnbne �Psn'9e Mlor 32 Gmundwrleme4r _ 9395 R Mla mlmnup n BylµpFa4m Sp 4aym Cepn em Goior RMoa Oeevlggn Wun BlrWun iComlOna untlery OW 0P n W u Com Ceyr Gr S 3.1 In all411n 'Enl I 413 LUM12 sll 2dr -. mNr C5 If 6_ .8 $ 1}22 10YR5/4 91 $ddk mNr CS if 6 8 3 1 2233 10YR5/6 I ttl 2zbk mh A 6 .. _Ds 9 5 I011 ].SY Mld Wts G 23(dk _ mfi _ Os 4 6 F2 W� GwrowrM1aew _93W a RgNIDW rvrpa 3l ^ 64ltpulm Rwe WRmn 0.m DPllnenlCda RWUCeeon Invanun eN ery Rxtl _ OpDAY__ iTWIM allOu 8, Cam Color Gr gt 9� E.6 1 62 10MI2 III __$s[k ml_0 Sm .8 $ 721 1% 14 91 252k mAr a If 6 e 3 $1 m 10YR5/6 m 25M mh q 4 6 q 58. ICYRUB 251 fldS C $zM mh y q b 'EMunl01-E op M-220 mykI'd T88 Nn-150 mpM1 'lall02-ElSX mgIead CMSM]NeeNmJe lIPM4eeeecnMl F. hall, WeErtlubr 53SM , m]9B6 for -- e4gnre N~ ]12gn>w G4mcrG CM'F1s l2 SIYN10 ]1SMM118 7 R+rMe phnnp Orouna mrlewabv 9123 11 Ge{Nwllmnlnp Odor 30_ nRe[a Il PpplluXon Reu Nylon ptP Wrcwnlf w FnId Nugl imWw 9rmaon LmMuervs gOmuW GPoT' W Sx Cwn CeKK Gr Ss Sn I 08 IM/2 w 25G m+h a Im 6 0 2 617 10YRSl9 III 25Ek I muh C If .6 .B 3 I7.3g I0YR5/6 atl 29H _mF _.. 9 6 4 311ISI MUM 7RR5I0/IE Aas 0 2A mh gs _.4 6 aOehMe files GmuM sunea ew _0513 _R wMXmllmlllnp lemr 20._In goX PpWcIdAW Reu µHarr' ppN Mnlnwl Cobr Rpfp rwlplian iewe SVu[0im Come BounOW Ruro G0.Nr Oo 4 fcM Cnur �6 1 P2 IPUI2 41 2Yk MI lm 0 2 283 IM5l9 _-. 91 2stk I mHr a if 3 23-20 101 stl 21111( mfr in if .4 6 4 2&33 MRSl6 75YR5lifIC sp[Rs W 2b mh 0 P 6 5 101 d 2 k mh 0 P .6 y3256 _ �Emyb NM mmI(1 p&+eh^i rnu 93.95 10 _30.._ 1n Sill Mplwmn Am G n h and gIW RMpe Cnvl i Mon gtl,Ml Cana �unpery Ou Ywtl CCol Gr Sx Sh 1 OIO IWW2 al 2IDk mMm if .6 9 2 10-21 IOYRS/t 111. 21;dt mNr It 6 0 r 3 21-M IOYM/6 sad 211k mfr 9k If i .4 6 353 10 11 35Y /WIE 56c15 d 11W mh 0 4 b 'ETwnl�r•8005>]0.3A iyM1 VM i94»0�15Emµ ETUME3•BOOv<SOmyL vn0i54 <Sp myM1 The@pupmm ofWMInd Pm@ssionel Sen Ocu isan Wuel oppnnunip sma[prvnJv mJtmPlo�n IQwnW euiruncew rittSarneN mnmel in en plpme¢ lomm [mlrvl nc� Jrynmm�li m WBdE6J111 or RY Ihmugh Role PAGE 20Fj Q SOIL EVALUATION �M -••QSYSTEM SITE MAP PLOT PLAN vawecT Mw,wE. 1ovw. yr.�aw. aso m m. ,wi d.".. Kerolme Grose vn /�Il� wuw.enae a.exaAs�W0 oa�>oai nwxcT. Q M x".as cb"w C4 c al\-NJiF I Iwo va . vvc n lw mass .�.�. Mros."dr xww N`, w ow �3 GOULDS PUMPS Residential Water Systems MOTOR General Single pNse 60 Hera • 115 and 330 eo1ls • amlem memal awarded protection W16 aut mania neat • runs B insubdm • 01 Mad design. • High 50erglh unit 9M Steel Pat Morther • 33HP,3000 RPM 115 olts • Shaded pole design Eal Mohr: • 40 HP 3100 PSM • KC aM 330wM1s 51 doss 51MNor 50 HP 3JW RPM • 115antl l30 molts • pSC tleign "fall LISTINGS OCR-us reeled to uu]B and CSA 33 310 StaMards an other" Sunni advocates, regui n sun 10 all 255 20 �t�o <& ITT MPu ONS Spmuly doi for the ielp,mag +ses • Mound systems • EHluent/Donng Sysums • law Pressure Pipe Sy@cos • Basement 0mnuq • Heavy Out sump Dewatenng SKORUTIONS Pump — General •Decline IA Nor • Temperature 1 Opal (900 mavoum continuous when fuly suhmergN • WNshaMLng ' nausurnumschader •AMoTadem indeed a age semen • Mmual models available • dumping rangesee central cherfor curve PE31 Pump • Mstmum apart( 53 GPM • Minimum head E5TOH K41 wmv • Medicament novel 61 GPM • Msamum head 39' TDH Pull Pump • Model capacM 10 GPM • Manor head 31' TDH APPLICATION FOR REVIEW POvate ORSRe DEEP NeIE. 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