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HomeMy WebLinkAbout008-1096-80-050a° PRIVATE SEWAGE SYSTEM Coun " S1. Croix sxm.Yllish yaa.o. INSPECTION REPORT StageParl xe. 617726 GENERAL INFORMATION (ATTACH TO PERMIT) l. nenGeCalherine entslame.v Lea os°e 11 ltmtl aBatlxJtlHoeksira VillageTcangap e... x> McOl�yE�!p OF EAU OALLE 006-1086-80-050 aN rI., eM EL.. 0. s`"n6man ,'•34.28 A/ Nn:.\ area— 16,5201 TANK INFORMATION ELEVATION DATA TIES MANUFACTURER ..d.y$ CAPAC1Y STATION Z.7 i H 7 AS 5 ELEV an t Assensnaring Z. Z. 142 ica Freda�Ca.V.b (I Alta: U... [a '% a'T.Y Grassi. SItlq. Sever q9.3 HaNln9 SeLt Intel age—) alialS TANK SETBACK INFORMATION SNII Outlet 'A,,\ gApG1 x 41� L ROAD Mlmy v SeptA > 25 7L Coal Z5, All 7 -71 nanMan. 3.-7 49. o u U15C Plpa 3.7 ", Hi CUT Asom 4315 PUMPISIPHON INFORMATION A Z east deep, e�\ oP� OVeel ze Ni'PE !1Z.Manufactur, 9(e CR u%,j mlan ala ro/u eme, Len CI,Z .,E1 SOIL ABSORPTION SYSTEM BT rENam e OG BEtATT m .N. >Z5 C Hesd.mnan.elaUARd_ at L.;I:I�`3 3.5 K�3 ito AI. p,.l.zS a/.Z65a,rA, SOIL COVER A Preal Syliginn, Cary .. der ma Or APGpI Stan oaN age .ern came, 1(a5 peas wen Oil uNN1 an a [I A. v - BE COMMENTED (Inauna wa° elerep ri persona pral at,) 1)Altemce'uplell FBI �OJ" a,alameamretint os „ 'INSN�a w+/ 2 Plan all Rapllnaav -Yaa IZ 0.1 l4 ,a ee to Allmarl N Sao.NoeO197) In,pemanxr. /I/7/"1 illgpla. FlWMM— Pow 6i to I CalNa selry Ande Rees. on 9mimry PmntNvm[a0exfillaawoy fu.) � 301 W.W M19bA P.0 O. Box 7182 [CI 102019 Madeon WI5B]U]-]162 -77Z —SatCAry--Ptn t Application felt,mem."Ige,lbowm. iowlsv. wY pre; Am.mafamrema.am.iM9warao Piew.vl kammJ p meY to fo ry We fee, fS�Nry"dN in, II,Wy Ix,a 15.N I I, not, A TnMvl„fvemvrbv-PIaa PJv[... .Oema Yvn _ PvyyO prawn .lw mP pbPrmr la•. 34r 28. 1b: S.i7Ml D J cm,fm= �Zn/.. A. Smtim �# any. Sm PFmeNonto, &b "U C- WI ✓` 6z6 Tz,$N: 91&E®) LL.TYPeafBUJtluy (ehsk JleM1etapPly) Lott "J L lvbyN... Nemv QI m3FmntlYBM111N-Numkr MBedw Blake � ` ❑Cl',y v! � ❑gwiJGnwmW-IXaMeNae eJ1i. ❑V Par CSMNvm�.p ❑sw.a.J-wrrmeu„ @d I? J/ ILLT " Coakonlyvve Em oo in, A. Complelelint 6 Vvpplinblej QNew SYvm ❑A,Pn,o^msynom ❑footnote daigB. ivnk RePlvwomt Jnry ❑OAV MaYN.etimwi,Wvegmm�(eµlev.) ❑PwmltkevewN ❑pWwtuvuim ❑OimPafP"w ❑pmnirTmolwrvw emn Nambvma Pou 17 Berme�PMm 9 TI, p, fpoW S9 r¢mlCom a rM,vic, CE¢kvllrbau ❑NamPeauedmgaare onvra��M M1.arramw o:bmm. oMaavw_ m� le RMa,w eirvOPreve ❑9a qKT o, ❑ OlIDual CmnpmmrUrvlJnl ia(Wlaw / V. mvNlnr It Am.fafetmvXvm Fl ion aw lIDil Saa ApPW Barema.o nul biae,J;,7e. k� BkPmJ ea SyalemE i levetim 4 .1 veklvfa vpavoym STowaof ffl e Mma6m,RrContent ni tl ,y TIvit mat /b rli'.� . b OD l C=Tr f lvuM1Wblet W shoot an e• MY w WL Re. vulbili Statement -A in ... d.nofa.a, m rizlnt PlvmMt, w(From) r,Si1.@i1M®N Bannv PbmeNipnhr v Y �y az nsz>3 b (96m4 C:eg two LP CNv) 6G s a(� n C..e me elm tU"o' "°°""` D r Ann ' 650 °� ro rb l9 p ke„wfmNmw Iz co.mHY1BI,}1WY o.aDo, U pp f / �JyQ Levf wp`rut In...nr f 9� Lekfl:lno"'4 4 / pe•.+a.em. Pl a.f� A ' 2 MvaNVYreSti+'am muYu Te. �prp{ivavrend:wrno-ae SBPF999x IUIn �7 �� ADVANCED �°°"o w , ea XALr 20'**well W be dabbed >50R 0' 40' from ry4em mmponenta** A �ooQo �0�0 Nail in 16- haNwmd OO ' l tree 3' above grade �lvQ —92,00 q tza•z• 04r4 Bs VsUt 40 VJC _ d91..,ri lQ-- — _ I—sa.00 Grade at 1- GVC pipe \ Q) 9l f50'4" _ House slab _ grade o 101.50 i New 3BR Home Garage L__---------LI --- 1340' breast V.L nF �tosojdl Top 0 nail in to- narawood o-ea 3' above grade 1096 4 n nSNi •.55 ec� October2, 2019 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 2021-10-02 Plan Review: PWTS-101902072C RYAN GARY BECHEL 371 CANNON VIEW DR RED WING Minnesota 55066 SITE: Halt Hockstrv/Deve Lee 26250TIIST Baldsvin, WI54002 Town of Eno Care Saint Croix County 'total Amount: $250.00 PRO: Dassomfion; 450 GPD Maimorame Examined )PLASSON OF INDUSTRY SERVICES =S, SAN LUIS adult 1 Obtain Death coil help :na:p:.«i go toted case "News, am Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES zaacal &;iMaG/ Mound Component Manual —Ver 2.0, SBD-10691-P IN_01101, R 10/12) Pretax Distribution Component Manual —Ver. 20, and)�10l06 P (N.)INI, R 10/12) life submittal described above has bell related for persona race with applicable Wisconsin Adminiai Codes and Wlscomin Statures The submhtel has been CONDITIONALLY APPROVED. This system Is m M constructed and located in accordance with No enclosed approved plans and with any component manuals) refinanced above The owner, as defined in chapter 10 In 1(10), Wisconsin Statutes, is responsible for wmpllanm with an code requirements No person may engage in or work at plumbing In the state unless licensed to do so by the Department per S.1 Cari al The following conditions shall be met during construction o,installation and prior to occupwax or uW A copy of the approved plans, specifications and this lever shall be ocks, during connrmtioo and open to Inspection by authorlad representatives of the Department, which may Include local Inspectors All pmmits required by the state or the local municipality shall be oMaewd prior to commencement f constmniominimilation'uperation. In granting this approval the Division of Industry Services reserves me right to require changes or additions should conditions arise making them meessary for ecM compliance. As Per state slab 10 l EQL nothing In this review shall relieve the all of the responclu dy for denial a safe bundle& structure, or component Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at address an this lsaximead. The above left addressee shall provide a copy of this Ionic and the Pose TS management planet the owner and any others who are responsible for the instillation, operation orcancer ance of the PoWTS. Sincerely, Travis Wagner POWTS Wastewater Specialist, Division of Industry Services (608(598-0715 lapis waenerfwi.gov, ADVANCED ENVIRONMENTAL Property Owner: Bart HoekatralOave Lee Phone'. Dale'. 09108119 Site Address'. 26 250TH ST, Baldwin, W154002 INDEX Coadeacta,liv Page:2 Site Plan APPROVED PROFESSIONAL Page: 3 Management Plan SERVICES Page: 4 Management Plan DIVISION OF INDUSTRY SERVICES Page: 5 System Design Summary wr eiq Page: 6 Mound Design Worksheet •�aD� Page: ] Mound Design Worksheet Page: 8 Mound Design Worksheet SEE CORRESPONDENCE Page: 9 Pressure Distribution Design Page: 10 Pressure Distribution Design Page: I I Pump Design r r Page: 12 Dose rank N Page: 13 Tank Specifications RYA N G. BECHEL c Page: 14 Mound Material Estimates - D-2263-7 RED WING 5' Page: 15 Soil Test = MN Page: 16 Soil Test "�ESIGME o Page: i] Soil Test r Component Manuals: SBD- IN91 P Mound m0N01; R. 10/12) San 10206 P Prohwre Distribution of 01/01; R. 10/12) NE �sO�A yoelmom��o>mMw.wlImSNTNNS ; ADVANCED '°�Ill at,mh�,. a zzm' mmM B s«.; mmml mml Sal A awl SCALE o' tr av w° o° 00 S� Q� �w a20.2" scb as PVC �v 83 = 9259 --. Grade at 1• WC Plpe EE50' sh 90 PVC *'Well to be Ircated >50R from system components" Nall In 16' hardwood wee T aWve grade _9700 all OO 9106 4 low 91.}9 jl—Si.00 rD 1do.od House stab grader 101.50 New 38R Home Garage �- 1340' A [o east P L N w D'MWay- If < ro Sol P.L. x Top or Will In l0" - - hardwood tree 2- all grade NIPTAI. �grtrs om&CEl vl E l °" 1,1110 all � ,ful 1 MOV LAWSW sMISS ae '...I. m.vadm=nimm ESEElPM, aw.io+o.pltlmq =.e..�amrw�eo.wwm m.: aR wd =mww� lorn - - w l leme nwr nav o earEnrao�e xo All Of SAME w«.. Lem, Lot 2 Cad 9-492SE. SE N4 TONS aaw iew If M. Wib Management Plan m"10 a"oiilr Tasks Iaat SM1Cnd pan e perldmao Gdiscuss, rare Mmao 2natianRR�era�VMathematicalmarr�.m rut M �iM bye ea xwic mama,ne, m xhmce rynwmrl nowava,, it11 ma calculi mxpnnseRonsmre Tar adds act achhrramleam a emery manor ar Keep this Management Plan was your Septic System Owner's Guide. in Keep copies of all pumping records, maintenance Reaches and repair Invoices with this document. IF Review this document with your maintenance professional at each visit', discuss any changes In product use, federal or water -use appliances. Management Frequency My Fystem me`'ato be check, Designer Required Frequency: Check event 36Months every 36 months. State/Loral Goat keq 9equen,y Check every 36 months Design Flow (go) 4M SJ1tic Tank Capatify, __- 1000 Effluent Filter Manufacturer East GF-10 &Model Pump Tank Manufacturer _ Winer Pump Tank Capacity 646 Pump Manufacturer Par hydrogen &Model Dispcal Cell Type Mound Pretreatment Unit Description NA - Soil Legal Rate(Sol 0.4 Standard Effluent Quality Effluent aiukglul Ough, oemane(aom 2m marl Tound eMep Salm Slid, pas) 1W g/1 SLpl d, OIk, Gromy(FOG) 30 mes Treated Effluent Quality Olarglul system named (DOD) -mall Trial careful Solids p6G) .no Pe4. Olb, Greawe(FO(E ought Max Effluent Particle Size in 1M Homeowner Management Tasks broadcast Management Tasks Check (listen .MM)far ceps in loikle and dripping leucels. Reark Scmen- CheckandeManpermanummurer Repair oaks pmrrlptly rommentlafions. Reaveadycheck Mwaf or spongy foil humid your toil Lusi levels. Check Srudg"cum Muenl keels in all system Manufacture. Co nlacrservlcepmvlderglssuesanse. ranks Recwnmena Hlank(s)shouMbepamped. Ponrpall ConfMlhurmwinganimalx (yhphers. guundhogx. etc) CempaCmnts every 36 months at a minimum. Keep hikes vehicles snowmobiles and other ra/fic off Inspect tank inlet and scale( baffles (if applicable) heatmenl area. Check dwnAd effluent Nre@ (if moscarad Alarms -Contact roar service pmcssrooal Rany are" Verify pump and arum system luncpms(of applicable) cgnars. Inspect mi for consumer and chamber but applicaele) Clean drveiral beyons(irecrackers Lint FHhr-check for llnlddme and necessary Leek ¢vent[aunta /elapsed Roue mebrandemlueR welsh washho ing I/you tlonNhave one, atltl one eRerwasM1ing mecM1ine. usage Me oomparetl to system design NOW Effluent Filler- sudden and clean twice per year as a Check di9olvea oxygen and effluent temperature in tank check for apRatirg of eMuenf or other sages W problems. miniCaps Gpe-Make m llufflessgecko ashadisoften are accord in Verify ed peace ummary am e saps often Fix o, replace management Changes ietlromtaken with list of managemem resarcs and any e compempon antoet of lcaclMdamagae eamayv. ar ser Tads lakes. Sepfic syaRm enhancement after Prolec[secontlary system site from lmlfiq comps[lion, etc. Second Page MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an appropriately licensed lane idual or business Tank inspections must include visual Inspection of the tanktst to identify any missing or broken hardware, itlendfy any cracks or leaks, measure the volume of combined sludge and scum, and to clmd for any backup or pending of SXluent on the ground surface. Acce s openings used As a and assessment shall be sealed war "N upon mmplebon of service accuffles. Any wndrdefecbve access openings mustsUp placed immediately. The dispersal sear$f shall e viarbsymapenetl to Check the emuem levels In the observation pipes and to Check for any pending of effluent on the ground surface. Pending of effluent on me ground smhm may indicate a killing Condition mat repo uirea lmmedmfe attention by a licensed Asked professional. Tanks must be pumped when sludge accumulation is within 12 inches of me bottom of the outlet baffle, or whenever the scum layer is will 3 inches of the bottom M the outlet baffle . In no cook Shall totel 9udge and scum volume occupy greater than 25% of the tanks liquid capatity. Theeflloent filter shall be cleaned as necessary to ensure pmperoperation. Re filter should not be removed unless pressure are roads to retain Solids,, the tank that may slough off the filter during removal if the filter is equipped with an seem, the filter a hall be senlcetl g the starts Activated Continuously_ Intermittent filter alarms may indicate some flows ar ao Impending continuous alarm Preutreaun rut cum pa rents shall be maintained and servicer by a licensed septicprofessional according t0 the mmufatlmeYs recommendations. START-UP & OPERATION For near constructionprior to system operation, check electrical tan" for the presence of painting preduccs or other chemtula that may Impede the treatment becomes and/or damage the dispersal cell if high concentrations are deleded, have the contents of 0e tank removed by a licensed septic Pascal prior to use. System mar up snag net incur when sees are edged at the lnfiltrmige surface. Doh" maker damage, pump tanks may fill above normal high water levels for system All pumps. When maker is reetons. the eamcs wastewater well be discharged to the dispersal cell in one large slaw potentially resulting in overloading Me cells. It may also result In backup or Solace discharge of AMued. To avoid this situation, it Is highly recommended A have Me contents of the pump tank removed by a licensed septic professional or have a septic professional manually dose the system to return the pump tank to normal operating levels prior to motoring power. Do net May Or park wild s WO any Septic System Components. Do not drive, park over, or otherwise disturb or CAnpael the area within 15 Met downslope of any mound or at grade system or secondary septic system site. CONTINGENCY PLAN If the septic park, oany of Ws commel become el active me tank or wmponenta a Immediately repaired or replaced Sombre to the original System design mardedhom. If dosing pink, pump, pump controls, alarms, or related wiring becomes detectivel they shall Mimmediately repaired or replmed whin components of Me same or equal performance. If the soil tma ent component failS to accept wastewaster or discharges wastewater to the ground surface,A shall be repaired or replaced by; increasing basal area (If toe leakage obma, rebuilding the component at Me secondary system site or boundary; and replacing hiclogtrally clogged ansorpron and dispersal media and responded piping. ABANDONEMENT N Me more system fans and/or is permanently taken on of service, the system shall be abandoned wording to approved abandonment regmarons These muude: -An piping to ranks shall be dlmonnected and abandoned pipe awnings sealed. -The contents of all tanks Shall be removed and disposed of by a licensed septic professional. -Tanks Shall day crushed S filled, or removed -A septic system abandonment notincabon shell be suin cred to the appropriate loml governmental unit. WARNINGII SEPTIC. PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. GO 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 DOING ANY WORK. Pagel W. Sipes O ------------------- A. WI B p 1 ---y 7 A 10.0 It P 9.3 in 3 TB It B 45.0 It L 6.0 in K os It D 36.0 In H 120 in L 71,9 It E 393 1n 1 20.3 R W 38.1 It OM. PIM 11110t6 OI B) 4.5 It A6mrptlon Width (All) 30,3 R OKTRIBOTION AREA CROSS SECTION w &SEEDre- T -r W1a LOAMY BACTIOLL OBSERVATION PIPE DETAIL DONE, nPew IrvmWerma mmdwr 4 SCr40AAEPe It iw emnrtmaMe A'eh ww"p6EIfili WObrez System Design Summary DERNIA, If": ISO LED Cornmenin How SIR Home NO Memo OPWIURNIE No reprope ejectiongummir TER, Minimum HOME Tank Coppoly 94) ALLES. In I TIMA, I Orkelftere,N) C, pulp AN TANK, Airline, "Welly- Hour GAINS, Pump Tank 2 proudeMinfork H, GMUck, DISTRITHETION AREA SITE EVALUATION DATA ARE COSMIC LOADING KATE Mound Design Worksheet SYSTEM SIZING: Parcel lDo 008.I096.80.050 Design Flow: ut) GPD SOLI L6aalnn Rate: Depth to Limiting Condithom 0-8 it Percent Wna Storpec 11 % Difign Media Loading Rate: I o GP0/rd DISPERSAL MEDIA SIZING Dispersal Bed Area (A A N - Design Flow: Design Media loading Rate 4W GPD a 1.0 GPD/ft° 450 111 It a Larger dispersal media area is retired, enter size: (t= A. Select Dispersal Bed WmN(AC 10.0 it cony wwor ro ra= Linear Leading Rate - Bed Width x Design Media Wading Rate 10 it LO GPD/tt== 10.0 gal/it Cwt11amiabW1 B. Minimum Dispersal Bed Length Np -Dispersal Bed Area z Bed Width ASSO fe 100 it 45.0 f1 DISTRIBUTION MEDIA: ROCK Rock Middle Depth Below Distribution Pipe 0.50 it (infrared runew,11 qlaltiftsetwn en M111d Materials men DISTRIBUTION MEDIA: APPROVED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW I. select Dispersal Merle: 11. Enter the Component Length: it Wmm: N Depth: ft n1. number of Components Per Row. Bed length: Component length (Round up) it « it components per now N. Actual Bed Length - Number of Components per row A Component Length - perrow % it it Y. Number of Rows =Bed Width «Component Width it r it Rows a A. Total Number of Components - Component: Per New x Number of Rows - - Components one D. Fill Depth Be1W Upstate Edge BED .3 feetDepthto limiting Condition as Min.) 3.0 it 0.8 ft - zz it Design sand Lift (optional): in E. Fill Depth Below oownslope Edge C) - [Bee Width x Lana store' 100] . -G' 10.0 it x tvo % , 103, 26m In - 39.2 in F. Distribution Celt Depth IF) -8". Nominal pipe site of distribution lateral jr! In, nrercvm pMu l 8.00 in . 1.25 1n - 9.25 in uunlml now site MJPMW m rnerne snnnl G. Cancer Material Depth at Cell Edges IGg 6.00 in Rv Msn.l in. Corer Material Depth at Cell Center Bill 12.00 In lz rz"Mini I. Downstate Width IU= (E. F. G) x (horizontal gradient x Dewnslope Correction Factor 4.5i[ ft x 3.00 x 1.49 - 2032 it Or it J. Upalow Width 13i `l0. F. G) x horizontal gradient) x Upsmpe Correction Factor 1" it x 3.00 it x 0.75 it = ]]5 it Downstate Correction Factor 1.49 Upstate Correction Factor: 0.75 EndiHorizontal Gradient 3m W1wify in 114.W M. End in Width DD -110, Ei, a . F. N x Endslope Horizontal radient 65.20 in , 2. 9.25 12,00 in , 12 x 30 It . 13.5 i L. Mound Length ly - Porticos Berm Width, Bed Length , Endslope Berm Moth 9.5 R I fit 13.5 ft 71M At W. Mound Width Get - Oawnsiore Berm Width , Read Width, Upslote Berm Width 20.3 it , DO it , 7.8 ft - 381 ft Verification of Minimum Required Brsal Area '._-... ---- ........... ............. ........ .-.-.-... -_.-.- ...._-.-.-...-.-. "Sloping Sites -BxIA,1J MINIMUM- 1125 fill (MinranI I'MIN RAM 45.0 it 10.0 it , 203 ftI- 1364 fit° "Ieve1Sites =BxW MINIMUM = - fl° IM1n.<Lro. Lou" Pee) a x it - rt' Page Pressure Distribution Design MMia Bed Mum: 10 it Manfall cmnxron paper End Minimum Number of Ldaas in ynemMne.QlMem, &d Width 4) a)1• 11 Se a olzmcIRand up) 11 10-4191•p' I - of - 5 laterals; oervinr Selected N of ,ti ua w.,c):� laterals meet m in, wn'z l.seer innlMed On. lateral Amen4: 3.5 it CMEME lateral 5panno mauraid_fit Mn. Msmmm transit: Lo it miner Manilm Oiareater A. awe An Iva in Select Ondme Spatlns: 3.0 it R Mai Draw Arnim ter a v+Ml G Orifice th"Imr She'. 3/16 n0rppo s i mar ae z e e /.nmml"p Lateral Ler- IMeaia Marc LenRtd - E Fast) eM of _ Ile I i 430 it Nurri Of Odllce spaces • r,tere math s Ondce Sm,ins Mund down to us, latest wide Marini 43 - Iit- 14 �spaaL Omias per EmmetM1 resume a Odrace Spam 1 14 Seems . 1- 15 etlnces per lateral Total dumper a Onficn-xanper of Onncas per lateral x Number hared: IS (Anlica Per lateaal % 5 lariats 45 petal Onlias EmemmenNd Odlia trnslry is 411 It per wlesa, Mint exceed 131r2 Chi anSty eea area, Indeed minim. a Gras in ME matt, to At Once') 450 It, 45 orifices 10.0 Id/Onra lateal Diameter (see Tabu, 6)'. I V4 in Miami Mcrae Near: 2.5 it Odlke Psrlarpe Rali 0.66 GPM per Orillce Eased 11 mice 13 0.1 %9e9 Pressure Distribution Design final D...rarye Pate(GPM)- lima Per fatcal r Donee M:rnane Rate our tO 11 no et IS 5 Orifpes Perbteral a lemn0" GPM per Orifice= 9 I GPM per Lateral SSsµm Flux Pate - TOUI HumMr M Orifices %On4¢ Decimae Pane 45 Oriners P o" GPMcerDMee- 3D GPM Dnmputlm PiPmgupuievaumelirFORIImi=lr 0064 GaumLn vowmeat OiNmufm Plping= Ia M Laterats x Lateral Length xLiaum volume Perlmtut Piping] I 43,0 ft N Oni gal/Lt e�3 Gallnn Minimum DetivvMVdume= vowrl,IXPstnLutim Piping %5 93 gals x 5 • 413 Gallms PRESSURE DISTRIBUTION LATERAL LAYOUT P 43,0 R X 3,0 it S 3.5 R P/2 1t %R R Y 3116 In Manifold Length 7.0 it Manifold Diameter 1 1/4 in P 4 Page 10 Pump Selection MP cuAcm r4PMr H.mdmmn Memnd:r� Thai If pumplrg to Harlpenbr the yllm nor mrnme of the pump'. OW IIO-a5 gnnl Minimum system llw rare: GPM n g."IDlRrear... I TOTAL DyMAM¢ HEAD(TDH) Interim ODlercnce. 10 It den WEI ddItiLar Loss 3,0 uwm�iwxmmr, atie MIC r. F11Al Length 20 it F Furrsmin Fri fit. Frcuon rcas In PHI More Par FT of Folamam Omm Tage 5L E Foreenni Length Furteimin Frii lens- 0.39 it Add Terni Phe Length few `addxa lEs�lmarexpy WJlnE iSE Wa supply pip leryHi rard Me sll�b g Area eli�bxmunt lorlxln9 Her It Length), Us, I Chrr,hoddwthre, ElevaMn gXemsve. DHNLmim Head Lem. additional Head Lou. Frama. F@Mn mss. Teal Dpark Head(mxr low A 3.E5 136 Of I PUMP LERIDH 30.0 wte at a engineer 13.6 TICH {mod) .umyatOJeljgian amp ALI Odin x: Goulds PE41 Z .•.w.M wem, .mewI he r. m \\ ...a.e p.a. 11 Demand Dose Pump Tank Pat .1Dse.a.Da De.g, am« ing) OLD cmx Minima, P..m Lai a ,. Minimum na .<M Lamnnmmmamma.x,: ...Irn wlaa Pm an fignd manwn,..._ n,m.D naa„n,mn. affma, w.lM lre.:°.,,..Ra*w. Lorin mmh m unlI. manut ...Par: �^m= ry tmmP+nne imanru,ePDnomMaa,aer«im,a,mm,mewl,m.d�re w,o anwn: mmanmmax, me„M D,ewmPn �, Par .m I=an...ean. Pump a.d Ra OPEN n..PUMP IIn% n,.,mn... ... Pa, imn OR N � Up DDm:wna,Pnm' M,.„,D mm mq„an _ anaaminam, der 41 Dorn Per n Vdume �wl 87 gal DaY u,.gnnaa,amam- Optima Of Lgme rtrtmem am Or nt Dri - p011arran Lanith X Maimman ORgUdLquIate, imal lima)ora 20 it x nor Dann .ma.®nei�Dw.me. ,.n aaaita_ 87 Main, , am, n, ,mrenxrllm P=.Imnnro`u nk rLAMT SETTINGS PULL apfulthan OPIUM, dif III Tlll wmn adjaw n Gualpff,pm me ytlim- na 14 naIn.m, Flat Pat Senthada pauumpand PULP, OPIUM at Lin, Deana Of Pit t-Pump Oa pdrad VivandistancePu �. yy,m ,un.¢ 30 In 3 ' 11 Pn DMene=emm 2 a, I P m on Dn Piano 12 TANK SPECIFICATIONS • Minimum cover = 6 Inches; Maximum cover. 8 feet unless specified by manufacturer) • All manhole rovers shall extentl 0 inches above final grade • If lank is within S feet of final grade, lnwlate the lltl to an R Value Of 10 • Quick tllsconnM(Cam -Lack) reachable from final grade f301nches max) required for pump installations • If forcemain will have a "1-Nook" assemblg di a weep hole in the "hook" euilEing sewer'. No 9Ps, Neep 3feet bHween 95'5, maintain I inch In 8 feH(1%) slope, Install ales no uts at the bulltling Connection and every lW feet at minlmum • Insulate building sewer if and than 3feet from final grade and under all high traffic areas) driveways etc.) ow wiv IO1.50 \IY� wmypgO 97.00 ° c un'es.mT nivw N sovt pip. Chad 99.50 93 93 vraumM1•[Q� r z qhN m avy C m"a rare ON or Was AD w:r we. we crow 010 tn°iicr P L From CU�l� Max Can cusmu rwxa xrvrnn ncesn cwgert J Frw°x° OKAWWIIN65 508MITT1 F Cl vrN 11 GOR APPROVAL Page 13 Mound Materials Estimate A, Reek Belvx PlPe.paxro toter OW me e,02 �r..n'IF& omelhl 1 q-¢X 0 nxs orvme rP p n (Pryd w wlauert mmc nwn z] it' clan xoxp um[wxneulrya 9d'x 12 _ M' Using xowwa Pmzerx: Vqume = Preonr lmlanrx ew tenth xtrdM bv�m Preeu[c pmcompmmn ndk, I. Mrve waly. wr M derexef awmoes q emgmmn veardl B. Su]iE Vdume voume llker Po[F bhhd. Aoe,nt, SenJCegp xBed Mdth xBM tenth � cuhc feet, fe IMrope vqume augrve tmdrler9u xU gedMLewd rae[ dtAx Lho"he", veto,,'. Ipe ehion Seed H119K I Ooxrsldpp Abontlm wldrn rt tied tenth l'-euMefiet rl 33 ft 11 L M y. EMNv'e iten"tbv tel 1Bed Moth -[,be het �f3 3 it-11 x 3.0rr x 1010 ft__ ed Clem Srvd Vqume: Witte olome - M1V "'0222h to 3191,8 om@ fit Ey n r['ly8 weelapte ,We Vewv, iin a fitr i] edit WY/m emn co,hliry; 1182 Y x 1,2 141.9 ' Thool on" ume (ggwl'. IIPyy.Wmd.Oh �I1lxu tenet 4MrM ,0=udclrer rX 65 11tth'i iy. x� iold MwMVgome (lean ire rol .conk lent y iapwl fCepvolume: ]INaI Month Wlden X imgM tenth x 5 it M 1 it x 71 9 it x 05 it 1369A (t' Mvw R' by p Vlw' to oageM the Yards: 3Z99 2 ft3 n 122.2 W Add 10x for cmnreetIbOlty: 122 2 lyrrt W' Phitio 14 ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION PORM owner/Dnyer MailiDBAddras oZ6B6 Zm;+zot kd Property Address .i4 iS0'La 5yt •Sw.lCW;.t {dl/ Ur#sgzsa (Venfi®tim rtquiretlfiom Plmnin&ka,ineDTadmentior new commear V City/SIe4. a/�w:n W/ Pazcel ldentificafion Nwobv bJ8-/o94- 80 -050 LEGAL DESCRIPTION Property LOcetion SE t/., 5E /e, Sec. 3q( T stO N R /6 W, Town of E w Caro(/o Subdivision Plat: •/9ao-Cs. /9-Alf ao oea_z�— loot# 2 . Cartifad Survey Map# 79 lJo'/ volume 19 Page# Jill 9zo Warranty Deed (before 2007ferdume_J Page# Sw M1oux OymGa Wlin«WemifiabkpYu�no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Impmpmue mM¢mimenanu ofyourrzptc sys4m mould real! in itaprememrefuluremM1andlewssies. Proper 'sV of PnmPinB oa[Ihe eepde Wdenery three ymre or r, ifomled�bYalicmvdpumPer Whaz Yougninto re sYentnkiesm ,suaditlonafNeeeptic)=dbCeatmmr emginthewaemdi¢parel sY di Ownameinttnenee rarynsibilYiee xeptifietl w §$P5. J83 S2(I) eadm ChapPs 12-$[ (3orc Couvty $animry gtlir,ance. Th<pmpeM owneragraewmbmit eo St Ctou Ceunry Ple agg& aging Deperunmt a cesait utiw form,simen bytle entl bYam«t«Plmnbm,loumeymmplumber�reNicb]Plumbvmalicensal Pmpn VerifyinBd�ar(Ij the on -site wassentrom 6epaml sysam isinPmPerope,tling conditionmd/a,(2)afts imRetion and Pumping(Ifaemss )' the sePtic fork is Imaging lO full ofsludge Net Ne, hlow, shave tad Ne above eequieemenLsandagtecm mainryin Ne private uwuge dispoul systemwin Me goMvd¢setkrN1 M1nvga¢sm to gi Depatnnmtof$aferymon,I isml$wimaM the Department ofNeMattheat Co goneOfRisuisin. gingD patmengNgin 30 septic¢pramgebunraimain dens the compleb]udtWtned to the at Cmix Couory Plamin&g YuuineOyvaneotwiNi/n 30 Nysofthe three you «pintien dare. Vw<eMiy Nm WI vblemmY an is her, are mss b the hest ofMY/Ow 4nowlNge. Uwe+Mare elsemange) of the foolery denoted Wevq by suite, W d¢tl noticed is Register of Does Offire. Number of bedrooms 3 ATURE (CANTS Q' DATE eeeNtY infoemMon Nat i¢ misrepraentM meYresWtm Oesutitery Pvm06eing mTketlpYtMPlannin8 fi 7unin8 DepNrcne aaa ,elude, is game the nummaemrde'I wvmnrytlealfiom Ne Regis¢rOfDceds OfficeandawpY ofNecenified suevry mapif rtoenm is made in Ne wenutY dad. (REV.dVl2) lllll� I'll �L V mOZ A,f m > _. :,® A t / DD® \\ Z Z v � J ` - m^il� dnSOIL AXDI Of wom. deals and i/r�} eaneewan mmen_ DS Amup =tepin n�pwnmtle m than gF., II IwM1¢In eba' @.M61N 1 z 2oa5 Comm, gl. Goiv not limited toand hoemGa ntm u.rnmisel (I dhe'atm and modem m,w. tsiiaolxunu' m,m e�,ow, n��n atm lama,. one Etm,ne Under In 20NINGOFFICE 2^y. q6_ C APPLICANT INFORMATION- Please print all almost ian Ravish ByU:VE ome. w0ant Property ow Ad �SE 77771 Bl1HEeRt (htlalWS¢a Cast] Nll1 Sit 34 T28N.RI6 E(o©KOM1Bld Persons m iah mailing oJew N1elA 877 Barney Road 1 NA Nor Cev/Sww/Gotnec PLn^^wwM - Voting I'llHudson ® Faced annual / Wisconsin /54016 715-386-6340 Eau Galls zsv^ Street m New C0o9rv0l11 rise I Residential Former of bodrom, Lehman, Addilonlo mentgboiltling NA ❑ Inconomenl ❑ PubLmraommnmlel.Caves: Code Umlgn %nlIfor Unknown. must be appropratslo, for the contour and soil mmWlons Ma erial. Glacial'I O1-momd m. ess.. (Sgut eml Comments and Recummem, ions Sails are temporarily well trained dembonlfs asserted by very Emu grnely hotly team. Deem features e the ready of perishing above the dense sandy Imam luyen A long name, mound SAS is nmmmendell for site with 2.00 out of.mud fill. SOIL DESCRIPTION REPORT plane Hkw, Depth Wmimnl RMovFew .... mrn a 9trvnum sane u Rise, Sea A(pp&nman Sam aft MillOu. Se con. m SZS I Pnl Y� fTpl E02 A 0-9 IOYR22 NA of lm&F�A 2f Ob 0% (nodded L 9-II IOYR4l3 NA I IFIif 04 06 Bt II-I3 IOYRN4 NA gyll ImsbkIf 04 OR Depthto 2C 13-18 IOYR5/3 mW9SYR5/8 gt-sf 160kNA 02 03 duration fist 131n Remmks 2C mry dwact ith file and lmvehr Mass, DoongX A 0.5 IOYR2/2 NA 3mg[ mfi au 2f O.6 08 plt2 E 5-II IOYR 4/3 NA Idepl draft low If 0.4r06 Ground 2Bw II-Ifi IOYR 4/4 n2P75)(I 6 Ifibk off If 04 ]81 PIc fO1 2C 1620 an ]5YR5lePro 97.11O Train m Ilan tong CST Numn E In M.(Cnfied, IMF III V Emipons Sienmme �1`- m d.., s/ Td. No 71H 811.1400 1 Address 124-1/2 Grvbam Avs Pau cif a 1 54701 nva 4 Nwembm 2001 CST #ID981 1 SOIL DESCRIPTION REPORT Ao cM BoringPnn AL Christensen eHmtro p n A Cin 0�6 Wmiueolo IIC I I0YR 12 roiUkll Cube NA Toll, "A ]e�SM1 .eu ..J Ing ho�l oo 61 BI 6-12 10YR4l NA sit EI<v 0L1 97.12 2B, 1219 1QYR414 111➢5YRSit got Di or int II in 12 Sri hood bi i 1i into, in I)oonw Muni Coil Rldnoti in i LIMA COY 11.1.11 Soni J, S, C1.111troll tn,i groin Sol ApSoIngin Rogo FMI EM2 nR,rnS4 TF7 M��Op�� horning firi In Boring nJ EIwff1 DW1h11 ing Blinn ne Boring 4 HIS,.. koh 011 Fill' Qu S, CSn Loll rcoure SIMCIUM Cr, S, B go, ... r Brutal nor, Sri APPIUMUM Sol rlpi TM Ot W%Iunldi�,A. Di to hr Si 11 'BOIL DESCRIPTION REPORT 40 a Cheislm ttn p IIL Boringwft2B, to Th Rector De"erlpe0n TnW, "men Booneery Rwls Soil Appliwlm Rote n umtll Col Qu 4c Gm. fmlor L!L BI&1 OP2 0.6 1)YRBR NA all Gmune6-12 10YRT3 NA sit Blev(m) 91.1E12.18 IOYR 414 mop, 5YR 5/6 gral Depth 10 limiting 0a1 'n 12 BoeinEM ❑ K&12pl DeMM1 o Durninent waell Col totem p Q, OC CwtCobr 0e 9a. Sh Gnrialmu pm,d,D ma Sell Rme GPDM' EMI RffQ Gmnne BlevP,) Depth to limiting 0nor to Remaeka: BoeingW Gmune ue.(R) Do* m limiting raae".m Remmka: BorvigpH,,,m, ❑ DYAh unroll Cola" Ri S' CMLCba M SZ Cwe Color St,=, R. Sa Sh osn uoe Soil AGPDTrt Nw GPD/Pi Gmune El"Lfl) DepNm imitOg rur.. marks: waterway _ --- Kurt and Elizabeth Christensen NE _______------_-------�-�_ NE SE 342816W,lot1 Eau Galle, St Cmix mailing address: _ 877 Benoy Road , { Hudson, WI. 54016 11%slope 1. Pit1 715-386-6340 31 9i 12' -. BM= nail In base of tree '.I proposed 11 Ell =100.0'on nail residence proposed ganage Ell M (d=1iR m,C Eli IrLeomNeq ILS. C9M, Iktunm Ew,maun. mu �, a;Ut Emnnma,ds,.ncnai Di 4 e,,, w Slwatu% Pii—° 9780" 96.96' 97,93 98.96' I 6%slope SwleV -40' onwnn ere gaid eailnmy 6OIL AND de veer or e r, aai.:� �a E.m pp m it, oos z Ieen... seemz ph, on rost,,nos the, 0) L Insrze Pl.e mud ,11, N chumOkCjpix pac am,..�„,. mm„no�., end menn.n mm m�u"nor limited I %crical and hI slurry aei lane. el,wa,..ee B.an�n n`•_.o�rLyyElxeoUrvr' Ohl Rem a nNINGOffICE ralo .mo _� iz ..�. vmµnr ownm Kim and Elizabeth Christensen conchs entire, so, tn1 14k4 Scv4 S34 125N.R16 Elut PmpuvY owneka me11ln8 aaamsr 877 Bent Road m Ese cal -- ounce ® i��Hudson/Wisconsin/54016 7awlm.mivpaa. 15-386fi340 tau Oalle 250h Shrret © Nov Cnrum..ow, Vu ❑ RmiacalWMumbvofbed.00me Bnknown Aeaili.n loo.ise.g1m1Id geNA ❑ Replazement ❑ rUs, .enntmehrod deenbn Caeluen Fl.w H&a. Lnkm "'It be so rm m. mnm., and ma mention Parcu mwvlphaec, lTlll. g e,na mmdnn "meet C.mman IRa.mmad at 0"sulk...moa..nnr wm a.,m Ielw.bo..n:nna.a,in by v..r dense g..velr+,ner In.m. Redo, R.m.n am the rtmu nrpertnlne.nnv. me den.e sandy l.,m enter. A lung n....Or m" SAS k.aommemm mr mL.Xe wllnzm rm.n.ne All. SOIL UESCftIPTION REPORT Lbminem Redo, R¢npoon slmn.m tin kwnavy Soil Applloaan mat 644) meRk. vn a�Um �nl ,.nflA Enj 0-) MYR3/3 NA sit 2my. mh 2f 06 08 BII 9-11 IOYR4l3 NA zll 2mebk tin 06Bg !B,,r,ngH B12 IL15 IOYR a'4 Cf1.5YR 5:6 sit Impl mh NA 04 06 C IS! 10YR4/4 ml a].S Lfl -aiel Imv'bk mfr NA 02 OJ ` FJ3 12 Pit '5' NA Is trio R 5118 as Tend in — 12 Rem," nOIL RLSCRIPf ION RIPORT It 'o RnM5 Nwn R� rl [Mo. LA a) D.Pra n i uvnl co Reba Lku pa 3z cam plan lu h. nmm1 unb I nti Roll If A 0.5 IOYR]l2 NA rJ Gmund RI 5-II IOYR 40 NA sil IIR1 9104 B12 11-13 IOYR44 fir 5YRS/b gt all Depth to IDu' 11-15 IOYR L4 m1,175YR5/8 grA limin fan In 11 Radial'. hand boring. BOMgg 01 Ilomu pa Si q �" 0-5 °�;�nnnta Ilcol IIIYR ]/1 ra+lphon Q, of ant calm NA i CCS nm¢ wa lAppdolRvn GRwP nil all nano BI 5-13 IOYR413 tit IJev (11) di I Ii.In 10YR 4, tIL 5YR 516 Ill Oepthm 2Bw 1618 IOYR 4I4 m1a15YR 518 oral nF fill in D Itunml u ME Rt z ih L isunaellW _ on o Q. So mo uM Srd Appllovian Roll Gi I Chvknxeo SOIL DESCRIPTION REPORT Pum1IOX Boring Hal AA IR)On Rod" Grsmpnion IS ant Color d st.O' ' G. SC Yh. ..R Soil Apppl�ip(rcn RIM FP Coil 01 A NA z11 Gour Blw (R) Bn NA sit 97.04 Bit hIt-1310YR414 025YR 516 gr o Copt to limiting 2Bw mld7,5YR5/8 Errol Moto 'n 11 Bming6 B2 ono ��11 ln RNon onorgllon Pr So Cow.rolm pu Stmt'mrc Go So Sh, ne¢ rornry Rwu nor A piit'won Rol FISH B02 NA Al Oroond B[ NA sRPAW (R)96.48 Bp V51310YR413 A OV,5YR5/6 gr sit Depth to limning 2Bw 0 no l d].SYR 5/8 gr-sl Rotor -or 13 Boringp Ground PIm (ft) Ocpth to Rmoing two,m Boring Y n MBh 11, Dglont Ur C'M Roni d"mixion SaMot Coll' Toone stri orAto YffilltMft6wnNry Ron Soil Appl'oMon RIM nplro' [RI EflN3 Gmontl Re,(R) raptm limiting Mtlon mwks' ' e =nail in base of tree 98486%slope Elevation=10011'on nail � A7.48' � no } 9648' Pit Pitt B1 9748970' 9640' 82'� 6%slope 98 48 .,proposed re6itlence I proposed garage B2 9648' waterway 'm mod EnVINIMnnnj Joh M. CmvfilM. RS.. CSTµ 1 ign¢r Eelmmm San us CIinK ElhW hma Kw Chia,,,, Dow No, A Rlg^mm. Kurt and Elizabeth Christensen NE SE 342816W, lot Eau Gallo, St. Croix mailing address. 877 Bendy Road Hudson, WI. 54016 715-3866340 7/ 500 ft'L— NORTH 1 Scale: t"=40' S I III U 9 E 1 0*, IOb ll -do csc-20i9-a42 C-, OB 2019 o°allCronardioffsar¢IYane Pmrnawfialsaldmi Pll SOIL EVALUATION REGORT or sees >ea.wxP c Cel edutl¢oe Nlxn¢mpme emepanun a ernonna,nenen,rz n,at mmntlinslu. Plen W�IQIIq,ons IoanddpSM^MI, reeTmose nl9oye rc@10 send Silver and Verde a meneima, send r oo n eareaboal. OFe.+ Pi"" Wilt all lM0,n on om w m.cem. uueae Ld M /L mPoMovineradon FonRyNxi of can noelrelrery..n.p Sao net SE a se Its v i R,o do Pro�eM QrneYa MCAIns Ppereu Late Y SUW. me or C3W xST 20 CBM,R1°20 M Eq CWe Phone Number CIon Now Dimm Children all M None ConalMlo" Vee. RRes naal/NumMrMMemoma Cola cemM enlpn Mu nle Du GPO Replacement ❑Pu I —Pal _ Yetlpaeo/w lonaowr oWWem 1laPoliwple NA M1 Z e�nra eemm.ma ana reeemmmdsmRr S. nd.nnm,m.m 04,�M.. -� 1❑ BMnP, Opft GrwnpauRnceelknI X. OeWp,uhmltii6 ktlm ,_ in Ift "I Food p on 2❑B0""°Y Opplfire Corona nrbae Sao.. ev_ ft. wpnwlannwe rxwr l_ In, I Sli ANSI Role Handed pe GaEM Inan�Cdor ampuon ml. color OSns ure s.. eenavlenre Boundary (I , 1 w 1013C an 3r0, mm 30l 0.6 08 2 4PO IDYRara Clark mrr °e 3aN 00 00 1020 IOYRara oral mlr 1oN 08 08 201 10YR S6 no Om mM 1N 02 00 wM ei=BGp 130z II0m x15II '� ,>30x120 IyE}BS>]O51$Om L CS]rvamelabne Pnml 8arfa2veM s3 rve r s m donalox oR, Rae WlIS, SAN Choss emmnaen comdded oRrow,s TeaWmna small IBs113zr.oma Bona« �.p one Gmune.wlMeW 97u ft. wom mimMre fwol v m __ pto - Sh 11 is 1 MOYR 514 mld7"&8& WREI2 E�� 01 2Mbk 2 is, JOYFUV4 ,j I IfR 888 0 om Wig "a� elev .1 o,M,ob" ❑5 O sonde ❑ it emuie I'Sam oft n. SIMS W Rion Apw_In. � p emu.m 91 eoo.> 30: 220 MyL Wd rss> ao: 150 mgn Ems,emn-eoo.>a0:MIPLWess.3oasomy. ❑j Bonner ❑Borne 'n BPit GrcuM lIffni elev. 975e R WplXbemNrgkgo�ll Te,tIm Someone Sh Contaminate do I'm GPIII�t MBOUWW�s BenRP ❑PInn9 fi ❑ I Clown aurym ek¢_. pgblo llmNne lMw_in, omg# ❑Bona ❑pi Golld Valid, ad, B Poom 1oL aloe wor_In. Ems 'EMueMP1 m BO0,> 50 a]91 mOM1 and RS>]BV 150 mgR EPIuaM#2- BO0,> M S 220 rylL and TSS>Md 150 me1L Po/ DVANECED ••well0 be located >30R rmm ostem cwnFOne rts" Nall In IT haNxwtl / Ira 3' abrade race 92.00 0 O' 99.09 S29� ja � _ -9tt.Po �0 BI Gfd'JP at-6-9100 V PV &IB FP W par NTop � 1in . 10 - (•) sflW olipow t390' 2aMwacJ trade ll grade _ to ead P.L. -"" Hwee slabl _ NewD_ _ _ _ _ grade = 101M r I -M muN F.L. L Nex 3BR Home-I1Garage