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HomeMy WebLinkAbout040-1104-80-000AS..eal A. v PRIVATE SEWAGE SYSTEM Feet St. Croix .m�o+..�o.peammiacom INSPECTION REPORTFannieIi Na. 81 T14B GENERAL INFORMATION (ATTACH TO PERMIT) eme,pun axe Feel lHiLmatan An Prawill Hater ww IF m+w c.•. cxa. n I(, I pPaIT&J�Murphy antle5ummer M, Si we vul,e. TOWN OF TROY TIN. xo. 040-1104-80-000 eni a.. eM e... ^. AnOAvwpplegi N28.19.413B TANKONFORMATION ELEVATION DATA TYPR MANUFACTURER CAPACITY STATION SIR HI FS ELE/ tests �Xll� Doing As SHIA Huhl NOR Intel TANK SETBACK INFORMATION SLHftOl TALK TO PST VOLL I SUCG Vieselaaarintak. ROAD on Test Dosing HF,l D,I Al pact Symns, PUMMISSIPRION INFORMATION GPIA PH I UP Fri Less Ai Hand LOU pt DIMMSIMS P7F4 Ill K La IN Ol Face DISTRIBUTION SYSTEM xmpeucla coavin. usp. Apli 10A,tInew, Length. pe— Anne, 01.1 Pell On. um..,r r...AAStee. Edge.aoIII COMMENTS: pnawe cme eumprclee. Pascal pi etc) Irate lmn xi xuL air,#2 for ma. 143 RADIO Ru i) At aw oe,cniI iJ Ill sewer Innel= eaaR=.ee No Use LJ L LJ ep gree„e,Nl,ea, Nep„dn,Ioa,Ilap,m,epp. ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF EXISTING SEPTIC TANK(S) This is to certify that I have inspected the existing septic and/or dose Tank presently serving the following residence: (Street address) located at Yb Y, Section _, Town N, Range W, Town of , St. Croix County Wisconsin. Upon inspection, I certify that I have found the radials), to the best of my knowledge, will conform to the requirement of SPS. 384.25, and it (they) appear(s) to be functioning properly. Most recent date of inspection or service Did flow back occur from absorption system? Yes_ No (if no, skip next line) Approximate volume or length of time: gallons minutes Tank Capacity: Construction: Prefab Concrete Steel Other Manufacturer (if known): Age of Tank (if known): Permit number (if known) (Licensed Plumber Signature) (Print Name) (License Number) MRMPRS (Date) Form to be completed by licensed plumber (Dept of Safety and Professional Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer (Mt 113 Wisconsin Administrative Code) Rev.2/2012 SRry a019 _ z7 blemll\tl� B i Y ST.e& 'l9u TA.am.'IIYAw �F1\er>I OCTOCi S42019I-7-74 - 1pp lcati 1 08 � 143 L lubm•.-.1..,.nrtM40r_Xx ,_Cs1M= RiR i�K'J'Al .fr4r Sommer /i, Sia f� y3 JZnpiD RD- C.2{�. U n.ul u._K sam.� rpra. �IUFJ2 P�nn(Ls U4 x.. ,$yD2.Z T �f(°� rt'np.f6.�=•(hh.P1Yr.Vpb1 x atwlyom®-x�.mme�s —�' ®mom ❑wwt'aanui-�xn. � — ❑ct. - mm.w..mclaua A.impw.lm.e iiw•,aq e-.ly_ ❑�,n ❑la..oa,.p, ❑mPw.m o ❑re�.a®.,�r.wwm ❑x�:°,gym o W' _ ow...uaw ❑xpmsnw ❑ouewp,mc°mwe.lw+.r.. c /m bW 4/D m��mavau..el-l.ur `..wu.wwrowrere..mr�ne e u.�.s�maq e y EWWALD %3/3SY 7r54zs-G,ce "+�uo.+nn.s.er$mm wa 'bSL. o• Oy/9 IX• �RY1PM^rJ npr.nv�ayemeY. p6n?°east 2 MnArwk rgJrr'mma mu.Au.-x. r4.0 e: / YMHibMtu✓.:::M'Ar:[� .. .. vi �� 1 i Op seoemlaovul i GP9/aer/ttY>AQt �:9'SY$ V6 ."^'� -exR,M �pw i'NPi c9rvTi~ r�a✓90Y1 ,: J� r sT' /ppT/eN wu vim✓ W� vales. k&bi,�5�'nv :a„ssi �J w•=x aa/ � q'$u yw vjMS *WA st< annaw wmA,p9< �sn .s..sz / 1/alr7 c way' rod dfj is qt.o; 59 pull ca-of-no//- �✓d� /NCB A / �4z V a, j rmj wellowsk �u DIVISION OFNDOSWY SERVICES 3]T SPNLNS PL W GREEN fl9Y5a,1ca-5I1111 iii Conact mo9n Relay .g\ trip: leave .wlgoepcan idult"Cawlms wavev vacation Saw A To"Even- Gommor Dawn Chad -Gxmmry August 21, 2019 CONDITIONAL APPROVAL Conditionally APPROVED PLAN APPROVAL EXPIRES: 202 1 .08-2 Plan Review: PWT"Sl901536-C DEPT. OF SAFETY AND PROFESSIONAL SERVICES MARY TO HOPPERT DIVISION OF INDUSTRY SERVICES 28497 KingAndun Ct Danbury W154830 SITE: DAVID C. CHRISTIANSON 143 RADIO ROAD Town of TROY Saint Croix County Total Amoum: $250 00 SEE CORRESPONDENCE FOR: Gecmat Mound Component Manual —Edition 1 Pressure Dlstnbutior Component Manual —Ver.2 0, SBD10906-P 11,01, R 10112) Deco itrol 450 GPD-keylacemen/ Fesidm0al tieoMal mound Maintenance Required The wbmlttel described above lots Upon revlewed Ercmmmmnce with appNcable Wisconsin Administrative Codes anti Wisconsin Stalulw. The su andual has been CONDITIONALLY APPROVED. This system is to be constructed and Eased in accordance with the enclosed approved plans and wah am Component manuals) referenced above. To owner. as defined In chapter 10 ITth)), Wbwusin Stories, Is responsible for convenience with all code rtquir meals. No person may engage in or work at plumbing in the muse unless Ideal to do so by The Department Per 5145.06, suits The following conditions shall be and during constrommn or installation and prior to Occupancy or use'. Key Items-POWTS Design Approval This system is to be constructed and maintained to accordance with the approved plans. and Ne"Geioll Mound Component Manual (Edition L 2017),(N. WILT Table 1, Geomal Mound Manual requires a gravity effluent filter In the opium lank and an inlinefilter in The pump tank. • Table 3, Geomni Mound Manual rest orifice shields on a ditributionlatenl. • The plans do not have instructions rota s meni of the existing failing mound system dispersal Component The fallon'ing must be compktM to addition to any comments made form the County Inspector: Remove excewsovergorn'n supposition from mound, me" and remove ellppin¢f, / b. Pump out any standing wastewater through Observation pipes. ✓/ e. Permitdismossumbigtodry Dut d. Pump out septic and dine trnks. as Remove and stockpile mpsoil from the mound system. P. Remove cap sail antl stockpile. 1 g. Remove aggregate hem abemption area(s). It cannot be eluded Dispose common at area landfill. in Remove distribution pipes and observation pipes. Dispose of properly. Remove and cap markers if present and aispne of properly. j. Remov a C1099M sand plus an adaitboal 3 inches of clean sand. This send cannot be reusM. D' material at area lanafin. k. Sample remaining sand at useful locations to assure it meets ASTN Specification C33 for fine aggregate. If the sand does not meet ASTM Specification C-33 for Me aggregate, it most be removed tlaw'n to the natural soil. I Any tall grasses, leaves and shruhs shall be cut short and removed prior o tilling the surface Intermediation prevent mating under the discussant area. i Prior to construction or the dispersal area, check the moisture content Of M1e unit W a depth of 8 inches. Smearing and compecbng of Pat well will spent In reducing the indicated, capacity of the soil. Proper toll moisture content ca n be determined by rolling soil sample between the hand, Ifit tolls into a IPo- inch wire, the she is too wet to prtparc. IfI[burbles. site preparation can proceed. IRM1c silclstoo can to prepate, do not proceedthe w it dries. me wars tightness and structural integrity of the treatment looks mbe renaeiff Verify existing tank vi lames. Provide suffice water abemion around the treatment bass and mound disperse aomponene r Theresponsible for the operation maintenanceand ofthe Privateim wastewater treatment system (PO WTS) in accordance with SPS 383 and the approved management plan o0 • The owner of a POWTS shall bs rests le for coming that access nearing covers remain linked or cures except for e imps ,al"imi. nenac i"c'm Plus"• Owners shall receive a copy ofthe appropriate operation and maintenance manual and/or owner's manual for the POWTS descried LR this approval. Provide a raps of the appm'W POWTS plans and this letter to the owner. A copy of the approved plans, specifications and this letter shall be on site during covwulon and open to impechom by authorized representatives of the Department, which may include local inspectors. All porous ®gdred pre the state or the local mumialpelty sand be obtained prim to commencement of wnstmcuovmslallationioperation. In emoting this approval me Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary bercede compliance. As per state state 101.I2(2), nothing in this review shall believe the desippe[Ofthe responsibility for designing a safe bulldiog, attnGure, recommended. Inqufnes concerning this correspondence may be made to me a[the telephone part lined Mow, or Dow address on this lmerhead. The dove leftaddr ssee shall Whole I Copy orchid letter and the POW IS management plan to the ownsrmd any others who we responsible for the installation, operation orms inenance of[M1e POW IS Sincerely, oei 7'Ww+ Mark S Finger x0i Wastewater Specialist Division of Industry Services (60fil 1189 mabkfngertely e0 GeDYat HOUND AND PRESSURE DISTRRUi10NCOMPONENTDESIGN Resiaen(1al 40,,a0on INDEEANDTITEEPAGE .,Der Info >. - Pmle2Name. DAMD C. CHRISTIANSON Owners Name (SAIWE1 Owners Address: 143 RRGIG ROAD RNER FALLS, WI 54022 Legal Descriptor: NW SE S 26 T 28 N R 19 W Township TROY COWN ST, CROIX Subdirtion Name: NA Lot Number: NA Block Number NA CSMS: NA Parcel LD. Number: 040-1104-81_000 Plan Transaction No.'. Index Pages - '- Paget Indexanittle Page TOWtff'- ayagn /JA Paget Dale entry Page 10 Plot Plan Page 3 GeroMat mound dnawings Page 11 Soil lest Page tdeml and dose Rnk Page 12 Smltest Page 5 DisNbution media Page 13 Aenal Page System maintenance specificatons Page 14 Cry form Page] Management and contingency Plan No t5 Consursomen caroms Page Pump curve and ae9cdlfAltvlc...... .... . Gata'. o]N1tl9 n pp�n aNumber 105&0W ....w .n' a s Number: ]15i231]]5 Stamp. Swwoor Systems LL G, GeOMW Mwntl Component Manual (JRCiton 1, 201]), (N.4/1N, SSWMP Publkaton 96Design 0 Plowum Dislnbuton NMmMa for ST SOrPal)and Pressure DiSMt tl COmP nt Manual Ve..20SOD-10]CBP(N.01Nt R. IW12) GeoMat Mound Edlton 1, 2017 Page 1 Of 15 MourW Mean Pressnn Distribution CompOrrent Design Shut ln(ormMbon _ R Realaenllal or Comfo at Dealen �_ Iso egmrea'r 10000 EaumabO Waalewalm Fkelgd) Peal Fegw (a of 15- jeol i500J Earn, rew(alatl 1100 site slodPO %]s ma(allaam Col fine elartmom Mh _. sw Death m emmre Fader (m) O.CO InsOu SetAPoLcatlm Rate (apaIT) 95 00 Conmur LIl Amllzde(9) Distribution Cell Infoemabon Can Call WW1 IT) 000 p Input Out lenaP(N) 2A00paneCell Crag n kpe00egheatale hea 6E000put ICell Loon, Required(4) 2 Influanl Waalewater pue0r(1 or 2) Pressun OLstriblNon IIr10 tan 2 E or End Mannold {veld laterah Me M1gMe1 an z fewdo Nnmradgipw of the mou0on �� gM)erms LaloN 9pWrp(m Mayl nahgrk'/ t 9]fi Folumaln DrLnNO(gal) If ael va,tlw aYnOm� ___ am Fwwmnln Elie, lcn let Mhe Kenn at zao Formal Dlamemr (In) _ 115.a0 Formmnn teegh(n) Coact Cut tmwmtln dean ack? z:.ww; out Pumo Tenk EkMlm m) 00.1551 Gdflq Diameter ld (a ; 0 eld _ _ 2.0o Err or,, ones swulre OR- 660 dumMre T,Inlai3 9]5 VnEUI UP III) ViF 255 Lwsfq ss T alloy TWaI ornamm xem (nt 5322 5, Voia Volumm(gaI) 7180 Minim Ek"Volume(gal) 31 tal Demand (good %UOn 075 wn I do nuf sir Irving, on TrosimmmCankilemmarl Effluent Flier In 25DW 5a m Tank t ( ) poi Flkr Manuhdunr Wean Gum'rele Pmtucp Into WnuhcN A __. ter MWn Number Was Tanklnlcmuxen GallonWlncM1 Calalator 12M D] Wm Taw G'gacYr(ea0 -Tout Tena Capaup (0eh 3481 WpTenk Velure klnread Term On) �IWrcr�eb PmtuN,lm OMenll rer I Ma Totl W broad s m DmeTawVMure) Real DAVID W. CRAIN Pal 2 W 19 Mound Plan View L Mound Component Dimensions D 1800 in G 1050fl J 1SUft W 89e 39000 ifl) O6persal Cell Area 1125.M (� Pawl Area Available 55019pi Linear Rate 89 N1/1080Ua Flpeplecement Mound Cross Section View GeoMat Dispersal pares ObservationPlpe 12• Anm C 33 send as Genma[ banned for Gen Mat Distribution cell component Certain. 12"ASTM C-33 stop N 100.46 Final Grade - Crver Mada 99331rteraumert nevanon F 9825 Dispersal Cell sops Elam[ion E Conran ElMlirn mlmaea an Foreman Otl Shading Key I Topsail Cap p subsoil Cap 0 ASTM C 33 sand (e) J 1­1 ASTM C 33 sand (0) 0 Tilled Layer e o Gen Mat sce aeldl5 on penes taw purser, now and spacing or great 10 Prospect DAVID W. CRAIN page 30Is L Mbun V omponen en Down m¢ extens� �ft A 656 ft E 1$11 t H de K All ft b 6000ft F 14501n t225ft L D 5000 in G 050In J 034ft W 2009fl _ 39000(fl) Dispersal Cell Area 1126nO d) Basal Area Avallable Z50(gpdind Linear Loading Rats 000(ft) 1110 B Ons Pipe Placement Mound Cross Section View GeoMat DlspersaiArea ObHrvation pipe 12"ASTM C33pond as GeoMat required for Gro Mal MountainousCell mmponm[ GLolil iT ASTMC-! 10046 ReghGratle- 99.33 Literal Invert 9825 Dispersal Cell 10 - �edArea nmur Elevation 98.75 �r TilledArea Fott¢Tain \— In set n site art Shading I T won Cap 2sabsml Cap 30 ASTM C 33 sand(F) a o ASTM C 33 sand (D) s O TRI LaTar n 1­71 as, Mar Si wells on p9paa krmant Sao, and sprang or lelaal:. Project DAVID W. CFAM Page3Nt8 ' FAt �,oaNt6 —' r — —, ,,WWrwtant, fabreloymelar Lath arei Lerpm lPl maul Spacllry131 End 1Zl Lebral Flnu Russ Syskm Flow Pale z Olifi®oumear In Q15¢speyne lx) of par laWal n Onfim Oenslry MantloM lnn91'I Mmdoltl taspasininer gqn MmemamIm V¢ly a6lsem In kiss is0 z.Wn sa22n pp t spK/pp 333R dz6fl 25R 16.16111 N 33,31 3X OOSe Tank lnfomration 2 in 5illato via Mw TOW May wat Fltler Menu4pury Svnl F 14p VI6 IMGfi FIprNWelNunar ST Nenn Menulyc�ar As" at May=rgSJE RHOMBUS T O? R} Pump ManuMMM, CnWd puma Moral Mummy PEST PIMP Must E,sver Oawn aOnmN Pianist pgmD C OMRISTW.l6ox n+E may not he may,sarylem Pyea wls WaYrt ObblEWbn Call Yeda layml C,ll wimn lM OSMewall m tarsal IN OMnOems tlon CNI Caaectlon Mrannemenb a fompaleM Legentl Pnuure Laurel M[e SFieM umUpE omml nn - RmuWe ml doMala¢ aW Na aWm g"t"We Caw M M tw 1n 1P,NM aWm 1. OWbWon CNI Plan Vkw layout-ryplul 65o CeYYMM-LMI Boro c Ilmpn-Blp Typlul Olspersal Cell Observatlon Pl Shading Key y IO T^pawn Can smsna Cap !� NSTM C 335and(F) JO a6TM C33 sand (0) c 0 T ld LaVee a oG" mat mNd a p µaa4ftWl a. aMlMapdnw,, q ,m,e GeaMa[ObtrWWWn CaI(Wdb h60 CNI WWNQp ®BltlawallblWmllll) OlaOfbutlon Call Cemaseation Anangemenls C) Conponent Legend Q OIn�IEution Pipa WMb Preawnlele�el y afro 6uied Tunup Entlown _ ?rt um Enka Galen a sense eila pPMaad gndetllG labm as p MO Mi gosuct apgoval. Distribution Call Plan saw lryoul-T 1"l ©CmwNu-Agb eo.ro Cwllengsa and sn Gnmcwn brerar isywl waprem Typled DMpennal Cap assal OEservaOon Plpea SbaEing Key _•s� IQ Topsoil Cap 3 SuGsolf Cap _ s lASTM C 33 sand(f) _ JASTM C33 sand (DI Till"l yee ,'� i. jy • 61� Gel a 5 Sea Mue w wm a m rum W . Lm. aw Mvlre a tamer. project MND C. CXRISTOMON Ppa5w16 _ YPMM system Ma'ntenanpe attp Oparatlorl specix tl Sanvx pM~s xYna CARRELL S GEf'ilcsERVICE - — Phone ]15-0zS1025 POWTS Fegfaraft am. 9c - W-nNSP Barrel . _ PhOne Pl 27s6]a] Sanford Flow D&tiyn Flovi peek OSo 9Pa Maumum influent Persons Sper ES1Ain UmMea Time Avem9a SCO 9W MWmwn 0005 W m L Bonds Tank Cepaoty 10.T I mA Sal xKwptim Component Sze 3B] tle Mavvnum FOG 10 most. Tykdd Wastewamr DOmeMk Meet Fenl COHmn 10H ,fW100mL S8M SepHCana Pump Tank In elWo, feryin orceB 3 Effluent FIXer In ant tl¢enffinegeN e118BBImW 3 Us PUMP and Coal Tee otre ere ae�tn snealdteat eriWlcelre P,eeanre yrytem Lelenaenomd be maned Brea rtw218akd a MWna msltepa WWm9 and aeea ere aam oma, M 1. DbarmapM Plan am eb11W and materials ¢nlgm to Tape BPS 98f.ad-1. nand a wakenight Cep and M eadate M R 8nwm M Me SynaSy Syateme GeoMat Mount Comparmar Mem el Veryon 1, 2017. No"2 Manuel Vemlon 1ei201T M@a"n re=`m=.uawn apWor@n W uaa w h andSyMIN Bppma Settled Mount Com"w em 1 At 9ter9Y ant Precwt@ PipingCWMe mand 9@otepde Mom, reqin <. T9lpe at the panel area is atmm�p enwan mold branduor Mike l pbasPS W. Wb.Ntlm. Con@. 5. TM moue 1TUCWM and dbm dlatuN@d are $ MI be Meant and mukMd b Weekend Roll erosion and help reduce Most PeMhln. Latml Tum.up 0.pll So. m p ser skh Pelaaed Threaded Cleanout do, Pnnkk, � raEe Plus or gall Valve uttn�EMeatun PKa wTert Lotµ Sweep 90 or Two w\ 45 Degree Belo Same Diameter as tatend USmbutlon laterz�atenlCl�nWt 2.5 FM Proper Cal CXR1STIANSON Palte6 of 15 Mound Syalem Management Plan %MUMMb an W3.54, W¢. Porn. Cafe Gm l T4MlemaFall EeapermN P acwmansxnF SP$]9381 Wk. Mm. CWx. vq anall malMahM InytuuaallmwYn b'mn{aeM vueY l6Ymr9Y 6yNema LLL.. CC»o McomWrwW Manuel sanlon l.i0f],Precwre MkENun CmmpnMlYnuelVx.2.0 al Mou 986107WPIXDfIOtpM SSW%CPubllotbn A6 (Of IBt)I ma par oranbrvba RMmmp Io s3rsMnmYnYnyxxaM maMWim SepncaM pump bank aaanaonmeM sM1ellte Y avnaanmwlm SIPS 383 33. WY Mm. Caere when the hnb an no longer uaWaPoWISm Sepls nxM1outl Ins�nNfor eaMwdmil . Aacessapinlry¢ �uMbrxrvlmario essessmenlsnallpe wke wale pMupan meow,gMlm daerviaaA wane OebgM.or rrwammp eeema on came, puma ml,nmu oacee. � am,aea tooka, mamma ne.lnan.amal.m,ie.wum.emxne byv, enwx.Y¢xle mvn-„maanaen ran, a mn'mm.l.marmmwn.nl. E cTao-R Me youps. took shall entaurnal an un6 mservom c mnk¢ under. 2810, SledM Me Of luthe bank MIN ber elap daraw onm iwYm XR ff],aM,Itlm.Cade.lM Cg(2" mMA'mi d me, MOM bank aM outlet hear OFF aw 0 Met ones eren 3"am by,ma ulkl6Ner neA ae cba rtproaeroperel n. inufi@ru Nngb nmorW unbs¢prohbn¢ in mah m r W In aoltla m me drenkdmalnmay ¢loyn M pe Mx wMn remrvM non Id enGmu e. II IFe Ndr Y epulpge wlm an aYrm. me mm¢n.v ce ¢.turbo ape aYm X arn.mee mnanamxy. mYMlmmnn.raYm. marlm�rdb earpenYa. man Imv.nelre mmk.xa. n Tn wpKfankShall nave FamnmMsremwai Wen mevclumeolalWge aM ssuminmeOak er¢aea fAthe Ipup volume peso Pink talk e d,NNmedto ere ngremoves alineVres thanYnnYl aauasme ad 1, harm ueroniaMeYook®Inevxarolo ahead �� to maintain vMnvn mu'mumicumana xlueg apes In Me took �]roaeeAlenoeaoplal orgcna�nlulmetll.e¢mennewweednkp.noimanredgerenMaN repmree. xenver.11wMprnaim .re aesa myin.n ce aroreaae mr aegM dnR sae Xr ma vyima:al Lew prep pl eammmm. E3 MOM k Our le If9, mpldfunny Ee lrepMUCAksslmttall W J3<an. al¢wA¢Ile.alasn. Mgmpenance XYMm 0 MOM Mer sh Ml Me If nlnaMM55Min me lankilnditMlnµx.M and Mcrealdmnemury. I11MM¢main nv¢eveap Mb,A ¢nwkM noiW nulimnnonalbuny pomp epwation, one it Met IlShould aech yal --xopne¢rrowfe:..enw,,.Paaaaee.. r.,k w,a. m„yxaaa aaxam.rnewxanrMet awaaam.ea.n.— m. PNnlbq¢mryM xe..uMiM1e momeB paFmger..,m in. poem an.nm saMM EprOmm MpuabewandemulMmaa nam„anm pr.wm.m.wnammwnama saes ananncmrrvalpanroa4nn. namc(mnerimnM nM) W me mmune b nor reanm glass Sall mm�m Y haler xmoM1 a amplitudes wham wqN he wM heI pox rmudim of Manuel as ce baaay mNgxe a osier �mayrv.e:lna. ualryrMomammnal- Gaa may M em.M ML mall.IfiW mAm b. halCaIDndm FOG bramnclmFiamear 3C nq. BOOs had MA M"Ino 10 rnM,Mal ana ICCWIW mLittngnly neakaaeuaM. IneuaMPmvmaynm axcxa meamumamgnM e(em In rmilbrmk in 11pn. x prortlo] MF a nusnlnq paM tl the ens of eeN bleml, aM do rx'mmmeMea that eaM la W al be rim erery Jyean. NTmawmwe kNl¢esname iareamtM lnitialdNnnan MamMmmesioAe aonre aYy.myna¢onprmaam lrora�xanNe�aerro�laeF mmmaM1 epax ewmalbnaamq the d�al rvm,naGupipes wham the eliesul WI Mal M1e&e mfile a "It month losmur dvCY.ral oa rrywrmf to Me Carer, and any Mnb MOM 4InM.¢ mnadmi as an lawn npF"Faapc failure anal Addhonalmore fm,umf mwAc ConX m Plain If to, segllCmnk or any of l6 component; nemme deMilve talk talk or mnpenenl Shall be repaired or raplecea m M dual nln preferred ,w cal ekm me dabcWa mmwmnms Mae M lmna0W N raamrea orrt lI :'m Mt of aw�oc an '!Nilmound moup knyom,tMe m modem wwlysiGer 11 Wine m me ardwexufau, ewlll IF repalrea or to rage wasrexaxr apacesIn II¢'pyeMYatlm Mond WO caulvrm Him bakapa omrsaeby ban; OpN "UYinto prM@r Mo ddym,m l Mee qpy, and leplame al mkhMw nuaseeemM npauryladdnpl system Imoq oMM'egmre9br.. sr: vw• a d pro oYn m the name al dYwmes number If had r Mall Povns mpmamr one e,mm pmear. prial OAVIO C CHMSTIANSON Page 7 of 16 Mound System Management Plan PuMMM W age 303,54, Wien. Mm. Cade Tm¢¢y¢km ml be gaga In sx,mi nce mN ma teroa 1 Wi¢. Vim.Cue.. anamaumdmtinae inamamanwveln a5mn4wnml seoiµa P(N. rI IO� enY III d ssN P Publlulom ee(01ASH)l IIII mWen t WI T, Rmun GW npb mnl Mutual Van za npomna. )Imno ,I a¢mm mine Inlne 1,to mma,M mAm marmmnm Seem and pump bank anamonment She be In acm,dance Arm SPSM 33, Wom Arm CWa v.Ten We banks am alter uue as POMS mlry nb ��UPUMPa,kManh6eMm�mflsem and PIAMPS Greek! Inel far asymbe am mbmmMShmIl be eaeleewdeNaM umn the mmPleenn of Panama Anyonnerie tlemaged jandon amseco ,or aevmm pbaalwwla ag�enV u pin bAPdMmOVIS PdSdg ten Insurer in III that M avwnd bran deedw human TlrawplmF.m en.e ee mamnlnmb SIOPKI Tank bmt Mama ran lmiryualmmfiMro xrvlm xpltnnqunder:. ]H1 ae, slam. TMaMeMaa Ne xpda mwddkamal onroetgn]yeersm Mn NR lls, tun. nem. Gee. Thomso tins mMabn Mln.aapeUM and ueoNMnMretnuM Than at Weer WbS masers n:Wea np Mwmpr oto Melteopenm We barFMI mareNnAnartue00er�Namemniovaeanus may idis� eIf N 1nM(Ie an wroa wM xp xiarninlo11p gig", au bemrNma xue alarm NaavaNemnanuany Imemrammfixrdama momeimMeurmnnwapren lmp.narm mnagege saw. Tn mpdcdµenvll new bmnlmlenmwetlwnen MavoMne uFawaye ane¢cum lnlM pnkemde l9meaputivdume N)ne uemnMn INFm nnxam �ar.moyadxueallm Nar.ennl.la...aemammaimenan®pemontul anaued,neme nwre.mm �il..aaLmmbumrcae�y®i or�nnemn �iaeanrsame�ona�rm�nuKKaeiMm.nmuarerelNrmF�Ompuirta No :ear. rcaom olaaim .m .._. m.v Manm appm„e Nr¢mbebaokmeM Ise Wemnda GmparWnaxa�mmerm. The awHanWmp)rankmmcerapaee at least Dome n I'my OF Samoan elnme and pramµ Mall be Fast he sandy prcRr opens" Nan I41fammo alnur wryMn Netlnkn MallM'vgpecpe aM servlcedmmm¢m ry, IFga Nrmmainha¢axrat anbutl4now R2s Nngiuneldonna pump augam and d not It farad a fammed "'NooneMaW]esvMMa a agram"WkSudan Wnyerow Pam may be present Pont coW®raw dyp,— Notreeaaepnbe Yquldbeplenbd on are mound Pantlnasme"m made an ouna'epeFnStar am memound MellM wMM and mulygd avmno¢e�ry bdpleveINnFnmeion aM We aneemmepmraaicnfmmB µFµmwPon . T Inc NMarllanhr rFsF an"Mast an bammagon In a2wmlaknwyll mmmMem m me mere mINthol Ptlylvasu waaln In rmn mrlro pa n Me moundM Pub" uMe]asproIe on om heming.M1mFµmtalo. COltlswtMlln uatlora (C toter-FMmaM dicMeth the" rt�LWm o] m' TI fro ridavwm may net exml]xo sago- .,An p1LTSS. ante ngyL FOG For aepua hands Nuantm 3b aµdMOe tl30M Stefana mPhy W MeiaaNNW ml NrngnrytrealeaeMupm. IrMnemnow m.rnaeweman'nrrumdazgnnew TM premun aiYnItI wnbm a goods tl wen a push Is poim A Na amuFeaN laeul,aM 0is mmnmende Fkleach Ifanl be m eMd ofacuman ulvW wNdeMnW onmevery 3 Mom . W " Pardsaure FevFkµRamM llahoWa bemmWneb Me ireealnaFrAen rtPC' rug ml mll�aballmm Wemrire eolXim cloaglnBhasssurretlerq Mwifim dmnon as rp"Prom makNinpryvldWDNian wlhln Obxrvaaµ Wyse Wassm Ne dlepeor M Post hP eMna Fw aaum porous a mom s pasyna l"uy¢enva hampuNdbrpownar, nntl an Issuedabomoms mrypend as .n vrrapdialnp nphaunc ant rpnnry aaeeume, mom targets momentum. If Fln¢pli[bnk or any of to cbnaMmbeaoec"bro"pat wPotmat Warne, m the bankOfbran their I Pat or reph¢d to k ned 0e rytem in eras ark pump pump brawn, abrm or "I wane demmea Immune, the aeFnvre mmonenpM Maa he anm mpMrW Or Fe wlm a amponem Of Me same or duel penormands, r Pam mound com punnet he Fo cudwe drag¢wa,M r to Pam grouts aupm, I IPla �d "dPln' pressmpmaon by "out head ana A tW Wkpe om or br mmwem brl Won andq Ia,atl ml.pl pyN9, am repacne eaklmnparema as ewmb mawary m lump We armed mb Wasp gam eso,mmaIdmerwl m Sam Page o N Nla man put tM Pam and ttkphune number or your lean PO'MS"I am wa ,ploriw.. Project'. DAVID C CHRISiIANSON Faage 7 of 15 PAU Wastewater METERS FE 40/ PE51 MOpE6: PE31, RRI, PE51 33. A0. 50 35 HE 10 2GPM 30 PE41 - - TTTLLLLLL 1 � S !15 PE31 ZF > O 0 20 30 40 50 60 70 GPM 80 0 5 R t0 15 m3/h A CAPACITY PERFORMANCE PATMGS PE31 GPM 10 11 M55 15 20 2 TIME H.d GPM 59 30 26 �tAnMN Sb�� MYW �p�., E' fK i rrrT rN dN�l a oh - as -r�- a � �•fh ,.owx1 � I ,yrca:*WTI v r lv sc i > Ksr, I L YF Liar � r.9.r�' /� �• X = 2 aJ F axnaw waYl ras'< 9c.,s .5:' p/, _ Eh� 7 fa rcm r o4b -//oY-Ba-na � �/ iSsre: D4,. nr n33 .ss�rF, h r"s va x J / es is WPIi / r� Nr� FL •ree o N':evrJ 'c F zw. . e Jo-r... ]II iSO FRNT MOUND M;"u 1 N >15'/,epM Svfre w✓k. r_ �x.sy Lns<2 ur.so/sae kro � e yrd � °1a -anhow nmWoodland a Sinn and I'vimowiM samod, awsNwm SOIL EVALUATION REPORT Rya I at- NlaCiwartMa»cb+ an wMnut+Wn B IQ X11 now, in we Loan m CCMI ST CROLY Im'ab, d4 no Writ b,Valli and na¢onlam reMana on11BM1. addow, and Lv¢nlib{e.aobwalmanaunS.nmNarrox,aMbpM1matlpyn® rcamlmy. RyuILO OW-Ila4-80{00 FHB9¢ qMf aw m damunion, RRAvea4 an pµ wnaneemevwuury mina', n+wa, pa, ywa. Ino Wamn0.bv PrtpdY aaaan DAVID C. CHRISTIANSON Gaa Lid REV 114 SE Ins 36 28 19 OO R�4nbMinhMaingMBrm T N R LNi B'c�i &1G. A4mvG4M 143 Ratlia RoW mName,ro River Fall; WI 54022 YRa9• w.n 19..®IRam I I 1 RWURwE n tMQ. xRulaIR"aminni /HuiAn 3 450 ❑�. Co]edai�uaddmlTnr✓rab rpp Raeawo,lwt cami : S.Mvmimtill Ftcd Wh amibn 9 padoob �nml�nN remmmenpgana: TOTAL MOUND TO BE REPLACED. TO BE CAREFULLY REMOVED AND LOCATON ALLOWED iO M DRY .gCEOMAT SYSTEM WILL BE INSTALLED. ❑MNi ❑admi 11 Ed c mv und8whim . W,23 a capNbmne nnmr 27 in ❑Rai QPPt Gv GmuMiurkuebv. 9316 Hwtr[w CAN MsieMQbe IteM1¢ Marti.+. Ou.4 COM. Cabe TpLre WaoibimAlM le4ar 28n Saudi Cwn®Wiq window Ay. On SN Mai Mp (Ii .HUR 1 "14 IOYRL2 - ail 21 N Is 2vf 06 0.8 2 loan I0Y0.O4 — sl 2L-mebk d 0.6 LO 3 22-28 51lR516 A If abk dim _ 04 07 4 2830 5YR5/6 fil on di 02 06 •Eeuamn.Bto >b �2IDiryt wTss �30<IW mM C8l lYne lPkeb Riq MARYIOHIIPVORT HOIIiGm'e Soil Tes wmtz=gco <waW MlsS�]0ngl C6r HnOf 28497 King Artni Cou4 Danbury, WI $4830 Wan. C[Mtm1 01 208 ia411wryunAr 215426-1775 Y pe �a ql 4,8 X a( i'0yt- -�eIrpP`� oS1 a°s w�i 7a a� � i�p gnPoro, pnn CHRLSifAN56N.Oeritl Pum ID A, 040-1101-80-OCO 2 4 Paw W 3 eoNgY ❑ PR P¢ OmMwRxeeW 90�50 ft24 In. N MnPb Xovm p In. OpMmMLo Munnll pn OnS, font Cciar Texture !n,,=rt Gr LxS. FYl ggp2 1 0-6 7.5Y .52 _ sit 2f-mank de 0.6 0.13 2 6-24 10tt 6 W 2f-msbk mR 116 1.0 24-(01 1 is ahwry$1 PitPB GwMauRvaebv. R 0.MbFi149knbIn. ®®mm OEM 'E Wlt Y1-I3 -336720rt and M 1301150m i EI = EI ann andl <w 1gM1 i �S" d ots —olr. M W Nt 9 y 71 /�l sgs ro,/ary EFL%S ;r�G .nossr �J y/ a,dS wOdd ,SiC ENtlOW WMi>OSG way Ma Yr:Bz1 9:>as '5; /e7/ 0w-cv--69/1- vbo % - � � 1 � � � � � ��� I ���� ���� � �� ( i � � � `�' � �i i � i � � 1 �� � , ,� , ���i� �� �-- � �: ��� �i . � '� � � � ` � ,�, A�� i -, r' ./ _ �, ". ��\ A ,� � � \ � � ( � \ � ,:- �..., ��_ �_ `\ � ,,� 4, eA9 _, � / .. �� 4 ?..i �� �. �� r- q ^� ;�T St Croix County Planning and Zoning /w, •lt Mull SYniury Inlmmliam a eusm mm.eaaema. uaNn. n 0nw-INIV rearm MunMpVp' T ,T CBM: NIN NWIMMWIX .f'mmYNUemI "mF IVR3ONTB vul. MnaM Cpyip.Rm� InNYM MV&IM pmwrts N> NRMuawn: ^. l �(uM FOWTB NR W. L O IWmdm[ wum,mIN KEY➢ YN NNeaul Tun "tl SSal08. M Biigduleq m wyl,� ONe ta Gau M1vn mWaN-Etfil~h`N M..Wl BAW reMe ^ �Jrei W w YmawmmNmL R imasl artlflw,.� Construiton Details DAVIDGCHAMANKIN lAa aADlo gonD, avtx BALLS, wI oaa—uoa—w-DDo The aggregate who PIPe, will be removed carefully along with the sand bed. This wMamLu¢d mat¢nai wN to du➢gcd of a®Nir�gto State regulrtionz l// All the ASTM 03 tend will be renewed The site will be albwed to compleWy dry. TheCunty ArningS diht will mmPlete an anand visit dive, LR remmed and to aaaet the MT, 03 saM hebre sand is mplae d and curing the Plowinl;, iwelle iMto oe viw Arai C33 saM v d he who Thin, h on the vte. aeyb¢n¢n[ mahna(s vJl be N a®rda�[o the WQRdev. face 5P53a3abnBwith NePnathaPPrwad_ low' i6 ,5 ".��U� SHHX SANK XADC DLA ®AGgEM4 dp AND Fyn OwN�4D@(�'1lFICASIONAORtd oam- 2sg0 AapvlyA�m__J_Y1_! aty/&ie K UER FALLS u:l p®�•�.... - Nivobv hvn-aay-sawa P'OY°nY .IDLw.�w,5ec. �L ,'f_�:LNx_L wW 2T .ud_ ?ROX wo— soadiaiwaPlac cati"Sb %pa — Vokm — I4YeY — wanahbur«_/O6'6` q5 _lu�+amo�)vd®e _ftp# nar®amiYat �m�NOM�9aYmONritliitP�eblNlb ASAe Iid.da�i.f�Y'aY! ••�m[ea916v)sass.B�I. YI�i�vLPT. ARM �W�Y��ivEeYi1$'SI�}I(iJ✓s ��4 le��Y�¢ � llpbll.$ppi �rYJa®VbeV s�W�i� �GtW Arik7oaf�Mrra.�fiotim%.a RW by "r�iaasriiPw+�ra�W �w.v�e �etioe��`!�5w�0)rai rruie�t.aYp W �..I�r��®riw.akrt. .m.�'iMva�r tir4.rar$brrr rairr°w..r+„�ssrab®.rr a..rrr an.a..nYx�Y m.sna+:�y�4.r�i�mYtr"a..�sq'.�mdt �'�°rrsar ar�a rsas��ab.a�ar �� ama�mdd.W.va[woeeb� µ°wi.+.o..gprr �batMbaas �J 9TGMl\�AMJCAN1yS) J / DAM '^M moo w e s�.�,ba w=..a b �i my r.+mi ems mama M roe ri+,�.ye�.t ��vmm�eevmeaanmo�.n.,ml+�m.,ry�' � �ecv.wlu P.�mYn✓I��,-.-��, - l) A i D :. CsT aD,q—asy S.OIL EVALl1AT10N REPORT Rq 1 q x JU 9 A MN .,....,...�,,....,.....�.n,, ..e....... ...2. k ST. CROIX NxNwN sae 6orFp �NLYq Iran 3l Il irMe5N5'm.PW,mel pnm llL M-1104-w0 IntluM,Mnq' �I^^�mRPbesi YNRg kre'erenm PolmfFMl.aYxMnap P.rmMelcpe,sa q a o �oaa�aam.�aroa..reumm. PMa Anne all afwn. �e / WIH,)l �m! n rr F 9 anP.Xlo D AVIDQCHRISTIANSON 1pM1 Lq—NWIN SE I43 6T 28 XR 19 E(v1�W P.;eay Qrnele YNvglhhm Ld4 BykN SUM Nm aG9.tl 143 RWioRml --ly _ _~ Aa Pba'e ramaer yyge Rive[FWk, I Wl I 54U22 1 1 RMm lla �NexCmsawJkn lbQ RevleMM/xuiMrW WYmn 3 Cofaasmf Yv9nflmrFh 45 c . R0.bareX ❑ E, wmmrm®I-pm , sennywM smayke wl Fkaa Raney K,poA plpfl al T AL MOUND TO BE REPLACED. TO BE CAREFULLY REMOVED AND LOCATION ALLOWED TO DRY. A GEOMAT SYSTEM WH-L BE MSTALLED. Zm > - �Ptnw• ❑�w vu ew �Pa 9123 R C wimitmII r 27 in. SYr'NWUen� XMmn PM Wi Ooam M,vol ReW>IXau m (A Sr. Cw CO TaGn AwNe G. Se 36 CuveMrm 4u Mtl uIti 'EMi I 0-12 10MO - s11 26msbk mW 2Hro 06 O.R 2 12-27 7,5YR14 s1 2msbk M Ivf-m 0.6 10 3 27-U 5Y a na 5YR44 sl Iwbk psry 04 0.] 4 30.37 5YR5/6 g1 qn EF 0,2 Ob W"1p' 1y Rtj 3 Gmammnameb- 91-]a R oeDmro'�m.1YgM1 r 28 . scl Haim I MM CmYw4 .U,aa Rml Ouuyxn� Oa Sz Cw Cqn A mm C.Se. Sh Cms'elerm B ,jal Eaa6 DpD 4m I -emn I 0 14 toma I sil 2tsbk as 2H<o 0.6 0.8 2 14-22 I0YRM4 A 2f-msbk as 0.6 10 3 ll-28 sl Ifcsbk Esbp 2&SOEll Om asb 0.2 0.6 its 'EIMePtI=lC9>S�2M aYl atl T55>L<t5>mQM1 -E Q=BCO CST W, (GIue RM) 3 _ G4TMn8s MARY IOHOPPERT Ho11iAn's Soil TreW RD.." � 224832 NtleY `� OI E�Xu5nCw4u]N TYWve 2869]KingAMWe COW,Ombmy, Wl 54g30 OS]IS-02&17x6-ITIS 1�E-� SBU83Yu@%/OI Piw+,b Mra, C SMSEN,bvfa paeloa W-IIN-W-M z a ■ :... o :... 1 1 ®®®®®©©® am��®�oaam�i 'EMwMMi =BCO�>b�ZAripM1atl35 »J <i50 n4'L 'EPAwM@=9W�<]OnB'EW 1S5<T mgM1 Pm cv,aer �Tu San. David FumDDY w 1104-9o-000 z a was —at— A®tea®�®se��i �--.n 8Mim�m ❑'aaeP.g� PN G2uMnlRvaeW. fl. CePmblmm9hrMIn r.� MOEN ___________ mm 'am"tAl-MD, a¢n 'enuam:c=eoq=aomati.ae rss.wa�Pn. 2 D,wr CA.r�,a✓md /'l3 Rtae RD ram,; m� ,may ,VW sE a�36 rwn�H>I ��nooM ro �yo,8 ldpe % viek ::f�'Y4H-- Z� >SE fMM ACV 4 ' >15 ff g Kl vpA n <N.,:.... Per., G iaa n/'-�ss..es-dl�ib�i799 ssn.m; ,,>f.J.2 oaF,r ve/ d 0 5 le Mai ,L P5.S 44ks M ry4WD Fp �oss�9� rl. + ,Oal646 e gfxv,6-zodb/sY i GeOMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Owner India - --- Project Name. DAVID C. CHRISTIANSON OwnMS Name_ (SAME) Owner's Address: 143 RADIO ROAD - _-- RIVER FALL$WI Gil Propery Address: (SAME) Legal Descnp5cn: NW SE S 28 T 28 N R 19 W Toemelp TROY Carl ST CROIX SubdiNsion Name'. NA Lot Number NA Brock Number NA CSMR NA Panel I D. Number: No-1104-W-OOp Plan Transaction No.'. Index Pages Page Index and title page Tie Nr Paget Data entry Page 10 Pilot Plan Page 3 GeoMat mound drawings Page 11 Soil tent Page Lateral and dare tank Page 12 aghast Page 5 Distribution media Page 13 Aenel Page System maintenance roecilcations Page 14 Cty form Page] Management ant conEnyency plan Page 15 Construbion deals Page 8 PUMP curve ant speciNwlronq.;.•pyyrr MARYJOHUPPERlr _�'c:T'V Ckgn eNumber 1859-W1 DER: WNll19 £ '-...��N Pa•�Number ]15-0 1T5 �/— i f I ...mr XX..''�r 01"WMPuiwnrb Me S MMY Sri L.L C.. Geol All Computed al l Edition 1, ]Oti), IN. Ut]I, SSWMP Pubf anion 96 Call Of Pirelli UsInbWIM NeMMB Ter bi (All and PreswreDletnbNbn Cw droadm Manual Ver. 20 SBDIT7WT (N.O1NT R.li Decide Mount Edition 1, 2017 Page I a 15