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HomeMy WebLinkAbout030-2113-20-000frour °T° PRIVATE SEWAGE SYSTEM Ali eullm gM..�nn elm INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Elfwal InTrm,al red clear mor he used for steel Inman, Erraer U, 1 15 wUNmll LAI $I. Cf01% lanlrwypmmxe 6,24996 pla to It, David p T JOSEPH 8Sheila Inman TOWNOF pSAIN P 030E2113-20-000 suety Ire, au Elw So D..°epees aF SUrr..l i(Df. nn7arvwreuMepHe 313019929 TANK INFORMATION , ELEVATION DATA rvpB MnuuFAc 4 0 A Iry sTAnou �I Es 00 Dif bMbo 75D 7AT AN BICL Sewer 3./_ /ns. 1 Hnlolnn .�/,, .Me H,InIH is 162. 1' TANK SETBAC K IN FORMACTI.ON SL BVHi wtlet TANKTI •JTLI Y/�WELLBLDG Inch ro Al, Ir I ROAD ce inlet Ib' °""" D.o 98.75 Dean F e Nea,.,l .2 M4. I. oy. ft%7 I I e, syaem PUMPIGIPHON INFORMATION Ft. nelDreoe Iman AIGN�Nd�nee I% a., •Fkk— 2. IOb.YJ �s I ZST 3.z 10i TDH Lif ll 1,,I,nZ seal ral TTDj, t re,cence Le , DIe 2,1 han mWar NFT SOIL ABSORPTION SYSTEM V-k M-BUD _ DIMa lo, msrl, No a 3 "70"N a7 �yif PBSADK SYSTEM TO IPI p LDG WELL LAKE5W ENA uM1cur INFORxai '"l `4371 NF} 1 *06 UNIT UTIO STEM r�w�sTts. e 'Da �s/spe.z" �I : I Vp�x, SOIL COVER Only fthei I heah of D.w.D^e,Ere6 )/2." �I If referral p Y.. �x° - Hill MI COaM, MBMENTS aRgw-IIIepdo„CtlMJd9�pVils am) "pen"wPuW I l� InspealoY n ooelon3wNrtEEAGLERD f p`.„e fe^ ))W*n- 2) RIJD sewer IspIM1 = {{ SF Nof )47,I' 1( CCee r let plu 91riI, Life re.lsien Reraddr Lve9 No Ito L__.II I.LiInr1 ,4/,J u.eaneslOern,wmmuna Mm�vlan �iiUi/_r MM rSlr�rar a 1rP0✓"L.1 SED&NOR3rn) mt. puasa Jbm B Yy�Bo ro . Sij, pg roi v, MAS', WA.. oe. y,Bz 2020 Madison vn. >oy-nm mx®J.n rPa B e13 cnen,. 5,T3 4dgg76—t u„�' Permit AppIwatl° j{JjE-Il ZtbooB3-Wl� Jvm mm W.Au a aem..de, �w., �w rmm.wma a...mi m m�m J_ 33 wl ` F Ihcollt �Myen 030 q0 3k.so.19.9zy NwN M.91&p N//p •�ia+N /Y�Y� �Bj TJPeMBdJlggdtl�M.PHI l� BOWe r�ny`PaN®.W-Ruin .�On✓ �� Osyse, 2oN£X 0 Tyq JPvmB. ICLct.JyxeO.a..IYeA C.mp1.tr WeB O.ppMUMe1 ❑aµ..®�ss�me ❑i�.Mwreis Pp�..idry �WeMetiba.mnPW4y0y.mlvpsJ o xxaaermy coe„owm.=omomm�c.p�®i o-.mlmoweZ S,wl L',%F+ 12•� - e m.J..a..lm..... V.,, re`�� c�ms.a+m � °'omx °°rd.�m w s... v..Mm UU o. lSw r,.o 3. r<n.tw �'^em wm Wrlfkll.wF.1 kr g *� .� €� l 8a sew. wr. r va � sm«mm- adMBMzz seusess,Zeeysmm" w • A u� m .mm.mu..o ao ❑rs.mm�-A .r: vm. II y/7.e �.. s curnem Ie,BJ.pprm'e 3 All 6onJ1 JS row < r q 5i be seu`byt I mxlmE Ae{{!Li as oa m�a�we�m01 pmn p d.aeo ov pwmner. anaauw �eom�Mdennm.si e. mLwnea '1)�Iv.m Bt le pr�evlt�e. sYrkn nwl.+eF..anee jn✓.r s xe dpp, .C..,,,ap,ams.ZnSs io P/Zsxr owwrsl �A 4h„ 7�5 1 5'/. �SiuI 4Y 5 All 5{Pw.{+ y &wv* M ci- S4c..,io. se.46y,ek and mbel IZp"4. rlBedt d s r en recook2 f1fth Ow 4,o e, y"e �33w` fr... oliwM. fSd;mA.,Ie� IBrI/ Jisi.PMau.e by d„I�Jer #m be �Iq m.e-C{� SyStern PLOT PLAN PROJECT Dwelnman ADDRESS 1474 MO famV CouR Stillwater Mn SW82 NE 114 NN 1I46 31 IT 30 NOR 19 µ TOµN St, Joel COUNTY U. CIEW BTSTBM ELEVATION 103 P 1113120 4 DATE BEDROOM CONVENTIONAL ATORADB CONVENTIONAL LIFT HOLDING TANK MOUND IW( SEPTIC TANK EIZE 1 M OaIIMe MET TANK SIZE DOSE TAW SIZEMS ROWING TANK SIZE LOAD RATE 1 0 ABSORPT'ON AREA 600 0 of ohamben none ,BENCHMARK V.R.P. Top Of SUN" Ron MIDDLE ELEVATION 10' "Her LfCOma FIIM ❑ B A BEROLE DIVELL'H.R.P. 9Wie YLe111TmeM Property Llne 3 Acre Lot Area of o20% Slope to nmeln untllStuNM to0'IOt' 102' Q B 1103' I ]✓ 8%31ope SCSIG 1/4u = 10' H.M.3 �� cOPa.', Gracing IS to be done to NEAR EO' moll away Rom System All tlbturbed ereY on Mb of are bee than 1M HuflouB Combo Tank Area 15' below iC . MemAW zMmaln 00' matumed, W611 Is to meet all WONR eaWaccb 1M11e Eagle Rcea aoF� DIVISION ICES 5211 !�) Nm„mmw1SWANN,Relay .,.°�uomm6,, rare El - Gay,mar November 9, 2020 CONDITIONAL APPROVAL PLAIN APPROVAL EXPIRES EOEl I109 Plan Renw PWTS-I190,00i SHAUN R BIRO I43E INS, St New Btdunwe WI51Bv SITE David Inman JJi White EI Roml Town ofSalRf JOSEPH St Cmtx Counq Taal Amount: SRN Op tRcawom FOR 60 Meimrnma Regm,d The mbmmtl eexnMd abol by, Lmt rtnewed forommainul with applicable Wimona.n Admmmol COJn aMWivamin5Utun5 lMvubmnulIm (ONOITIONAIIYAPPROV[:O. Thuayalemntobe rtTrvatad.ne IrcaN In ueaevme.nn mernJnaea appm,eJ pLmaml will nits aompon..I m•m.Ral meed aWrc Theo vJenmd maMP, lot ol0oe lunamas. aannn llis bilateral for conspiracy, ,,th,t] mi ewn,m,t No person may mgegem orxaUs, nl p lumbmg mthe acme unlm LemarJ 1, 1 by the Oepenmenl per a 14506 1111, Tm P01101mg,wil'hall me met earths nal.ml tin wmlkuon and Prior lu recentlyor use • Prc ne alapentl ari papor and dul WIMMULILA,l oid dulutbwa comoctionammecoffli • Wnh n rUnmoral not IS evuv mME PIMP raw,a n the dotalk ul the Wks nit pumPcd poor be homwn,c mmtupnm) • wastewater Sian saleu g of eyuEms l and lw one/cr tell uv pmetmvi ma be Jva cal mcathe Grow Jnaharymg m the M watlle t it ya nl system (POWTS) WastewMarawJrhJl b, pidisposed u[oi ,QT,o, e • Any OR gneaea. leneaand Mmba shell be'It 'hen and mme'N poet m ITEMS metal funnstallaponW Pmenl maumg Ml the dria lm, All lwvmehuma m umna l lu be rtme.N Mir FOWT50mpti Area • Ntvertam(nee wet„ firm Up POW IS Ateaa • Prior b eomtrutllon of the dill l area. check the memory content of themll to a depth of g ,,he, Rmearma ntl0 compacting of wet wT w.It Sent m mdeemg IS ly wpum ty oI the r,I P"Itel mT moumm content can be eew,,,ed by col Wg I I'd ramPle baboom tM Lamb Ifu rate or a bS 1 ww Cover Page Shaun Bird Bird Plumte g Inc. 143E 1201h St. New Richmontl Wi 54017 715-246-4516 Date: 11/3120 Ownerl Inman Revision to plan s 082001897-C Location. NE1/4 NW 1M S31 T30 N,R19W 333 White Eage Rd St. Joseph Manuals Usetl Mound Component Manual Version 2.0 (N.01/01, R 10112) Pressure DislnbWim Mama)Vere 20(N.OIMIR.16r12) Pages 1 Cover Page 2 Mound! Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6, Pump Curve Reer Spepficaecns arq puss sec9ori 8-9 Marsance and mr9rrgency plan Attachments: suit test Shaun BirdSignature License number 6900 Page 1 019 System PLOT PLAN PROJECT case ADDRESS 1474 MgBerev Coun SEERealer Mn 55052 NE 114 MN 114s 31 /T 30 NUR 19 IS TOWN 51 Joseph COUNTY ST CIKAX SYSTEM ELEVATION 103011/3/20 BEDROOM4 OATS CONVENTIONAL ADCRAOE CONVENTIONAL LIFT HOLDING TANK MOUND " SEPTIC TANK SIZE 12M gistons LIST TANK SIZE DOSE TANK SIZE 795 HOLDING TANK SIZE LOAD RATE 1 0 ABSORPTION AREA 600 R of cb Wn none BENCHMARK V.R.P. Top W suIVBY IrM ASSUME ELEVATION IW' Filter bfim1R Filter REHOLE (DWELL eH RP. sel aB barrohmark Properly Line 3 Acre Lot Area of .2096 $lopes to nmeln urMlaturbetl 100'101'102' 03' B-t 9%SSIM Scale 1/4" = 10' aM' H-3 Grading is W be OOne W Ulven 0, 4 BW naN away from system P All d1sturbed areas On this lot are less than 12% B- Pro rom 0 XUNcuB Carl Tank Betlo INXAN Area 15'below system Is to -1 :1 200' aaurbed, Well IS to mrot all WONR mibacks White Eager Road d-O 17 Mound System Cross Section and Plan View 3 I� ----------------------------------- t t w j I� t n as t I a i K E—y Dlmwebp Feel A E 6d D E t, 6 .8 % O xv 3 K L w Z s 1-1 =Topwtl =ASTM C-33-Cleenegirregere-amxb.i0prc Cap Mm end 1:1 seMfill oao2#in.dnob . xrvuioo pipe e Fabric Febnc /01 Ft Contoos Slope Direction /p3v_n GENERAL INSTALLATION: The mound mca IS smkM Got along the design conmw. Exteti a vegdsdon is mowed mid raked off the site. The mown basal men (L x w) is plowM with a moldboard or churl plow. Plowing now, not proceed if the sail is wet enough at the plow depth m form e''A inch soil when whin a sample ie rolled between the pales of the hands. ASTM C-33 quality swd is placed hamedintely Other plowing SasW is plscaL with a tracked machine keeping 12 or mare Inches of send undo the tracks or is placed overhead by a bunce Special care moat he used when placing send of less then can foot tbiclmees m mmimiu wmpacuon of Nc plowed surface After the topsoil cap Is placed, the wtue moved as ceded and mulched to promote vegeutive growth, IIm1t "OSWEL end protect from Reemag. The obsmation pipes me sloncel in the lower 6 inches vW a rand inplace with rebm or a closet feign1"t", lgl Page 3 e.n.n .ones �O Ch.�Y.cc ix1^"P 11 T4.A-4Pr.r S[9ME: License Number: Date: a ae.. 1. Ce... F...a. p 5 7., xt. A 3 FA. s 30 InFMs r �� IneMs Hole Uteaatar 5/3zinch Laura] lncn(a) NAntIola Z Inch" Force Mtn ' Z Inass fof holes/pip iz Invert Elevetton of laterels�/OK t. LMWWWW". mgff e �Qdr>i E�s� inRM� I J; 2 omw wmml. e¢..- AGas aad. wm I lio{Deulm. Wsblaebob < d- Blow a.de Bsbd waastldn �—F.. Ge -1 1— s..neel. ew. IQObI Pdu r� bW Ba®e ;� 2? YY - � B w^ wsp Hob Bamm FI 8a+a88 mBaasra Ts Vo a� 7 OPI Dimsais. IOeM Vehm Oal. .A elm B. dos) C 7-r 7•r GENERAL INSTALLATION: Tin sWr/aue ink le baddad .od bmt NW b ccadmce wiw roe wva6rneela Min aF4.eeV Mmbob wrm mOcdop&db MwuW�Bsuevc IW®Y byreIMY h cxcedd wimow Rma appwm. btlalled. PiPm{ 4 db bbl em1 aYl%ia O(MWvd Ir�Ymial. co®ecW b We uW wM ^+unoI filmy. W Wd o. mbb mil m P^'mt mv1'vy m.ep�a. lie forte mw b.leeved whG6^ Sc110 PVC m baNP• Yw wk mwv.Ym ad:6e Yww Y.aldwVN�I. PJecaW� viI6 NEC )e0�Cmun 163x. 02M U Page J oP 280=SERIES 112 hp Submersible Effluent/Sump Pumps m. uwrry)eo-senes Nr�.iea. a car enecary -mio- ra^0+" W^V lwm-silo wastewefNeMeme.IpuM waNeaNwiaena ��TTeM1;Nnee yemrwmpp�To nMammea eapirW wummmaewmen,,ne.el-O row. m uMry'a unpae-wi-eoay mina. naasasaiW win emaiaev�er.dMiadapenwmerx. All Models FeetUm. • wax•MW%'efaimpNkrmmimrq weceea Dramas • al a NNnxwa m.m mrm mien • pNr^ei+nnr iemicNea eFMwa rower mi eeenrq •FYo<YWwMmN men •AxroeN.n-mrmsan,wiea,amNnms rose •Ix•oemwea • amsaeea eleN Mmm mean - aemN mmmwme • MT9Tum Iluq Wnyepa9:1 W F. Aloaai la ai- �•� eu ei m sWre.a opow m a.u.y mw m sa.ma omw= WA 'dl &xgva�rwW WA WA le w.f IvgJ. yyyua m.0 r�.aG. y gYey yyyw, E•wra✓sd bmv�ti��9s n+N.aYa1J Pe)/on)IUILY Curve: 280-$roles o M n Ili lee 1@ S m l JwN DlmeaulonellMd: wN MI= Ilalplrtl]- xlMwwram:lo-InwaNmn -� MMlmum sump D/eme - A M,m..ia• Y MWF... IO- Fskryawlpyi ypyN pl.ftl OWN MF YYF Tunm MVN 1Y B$ )rww Ne W..r r av m.,.. mlxr.�.wNaNNwNr..d.a:or.r Yao"vaanviMr.vN hwavAV bAvwnr [pvm�im.aa N>vvwwnwvwm AlnCeI YBO VBf MpaN ffi1 MOblle) AunuN, Wdo flaaarroa viw..r�y. vnrerr m wild n ` VNll qultcn weM1aeicM- "JIWIN wwy M mtw tlluwrrem / apey.peea wMwpb- 101- prre wnii a� p e � Cenln,.ri ICarb H/np. )OeO Appleim Aron N.w Vwk lMfe•p/prr. epDMi-]A[O /v lMe/W.itL www.11e.ppump.xnr .nm.�w, wvoormn CO ®,`77 20740048A 0 m 0 T V N 7� SECTION A -A PO'NlS OWNER'S MANUAL S MANAGEMENT PLAN ,u— panar SeFHCTenk Opxaly el µk pamR. SKECTmkMw(a9Fer NA DESIGN PMAMEiEIiS �wair llu.l� °� WmM oI0o4«ms O!U B11kmMfOrW.atl _ � °N0. NmpLerIX Wmvael UnN Pump Tenk Cepadly b � M OHA FatlnpM(yH(C.yye) Pump Tenk MenulxNrer HA owbnlMu(MM�. (Pa6aube •+•s) 6 PUmpwnd.ren.r °NA Sp)Aa8'sbm Item Pump MNal SO am InMrenLE wtauwq Mornuf Anpe Pmhu6redUN1 oswdGmuel FID« oPaM Flew Feb, OIt S Grease(FCG) s30m9'E EM�wkalAvehkl B'vlwnbl Oman Elmalu(BGGJ 4 mY'E °Otllr Tchl SusPSAN scads PES) nm M nane" « IXspndCea(n PmVaal�ElCUent GualRy DNA M«.W/eymape� Blwremmal o.ygen 0cmane(B00.) sMna2 omymune (pmlryl oln9muad(gmauNee) TWlsuap«MM soles (1551 9U natal. °Ngnea 611wnE Foal Ldll«m na aWtO]na °on - oo0bf. Madlxm ERuenl pwmM She AYdleillabwaae.s.w l.am•e�am�aaa�ea ycService Event Service Fmpuanry Impmmawneffam(s) Nbwmv evxy 3 omwema RW NI (ma•knumll mj Pump we nnl«ts or hd(S) MAnn mndnle skmae wo scan eauae u+eu+a(q a tNac volume Impact 6apyyl MRS) Nmselprw a'ery ,Z °monms JN l) (MSX[FaIM re) Loan Nflum(nler Nbemanmwaq / Omonlns the) ImMap .Punp=We n alum GNP qeq Mllrye wyPmne uel NbMwae wvy GmvCu Eyelet) N NA L Nb Shelf EmpnC.s °yea(s) NA NMMmzewy Omonlns Eyear(s) NA MAWIENA110E gIST1UCT1ON3 b lankseNrnbav tlpR sluAM nlab LyNMHMEahT5 Mmedtlw IdMMna I'VINBLIX �vaacnt. Mauer Fkurdr. M+ata" Plum[er P Gaar. NN'IS eupesa". POWts ManhMs sty4le seNerq Openlw TW mepecema mus(b.1ae..iw Hpatlbname mrt(gmaoneN any MaNp«halm nvavmq aany«xta «leaks. mess n me rdumebmnmma alUWv em sam any m rn«k M en) e«x up «panLM ovlaM,llluonl on Ne pmuna iwlam.UThe 09parsel wtl(e) elyA be WUtlly InapMla] b dl%k tlu eMUen(Mele hyg MervMn pose ale to Gx}MaM pmmammumnmmenn end ha UtbemWekMntlmu ¢pmmomM a an ndTmheemaal Mutwom maaumtmoeNn VINCL the maamulacndsFnpeand SCUM In Bear Week eyuab nwm(gwmare athe mail emeant. thin e. MlyemlWlb Uf tlq mM elan n InWM M e Sepbae $ealYlq OperzM ale arspsM do am/aawB NCI al' NB t t; kM®ll.m Aammepalae cme rm Mmdre d.mned ml.re meWnlcal w «.wrs oe Paves mnponm,bwmmly . pmbTmenmnenm, anaw ammwmwlm w nlwmnlN wld•.•Ie pt rz Imam «w. m.0 ce PrA«mm m a warm. Pavrs Mamuln.r. Aaavy,ep«l y,u to poW.0 m x tool leawmly wm«ry xm:l to acre of mmp.tio^ d am aariso mm STAKE UP ME oVEmMll F«awnnnat may. n e m use ace vovrts mrx veeonwe mrlk(s) m$W «men®a ml Od vvaem «dw aremkwull mecont"U.uaemwntpamse Of a aampemealsreeave enter the mn wnoMU+lb+e ere .acmes n..e me mllanb ame wNatmmovea ma npma..emamw«tmrelmrman PM._d_ STARr UP AND OPE MN For Iw' mwuNn. W m ue of Me POA?S awk fMnrn W(al ea No pnae"u N paYNY Ponca a AIM cGURRI aN mn B mKorm De nnwnnn pcve GQ NnaY tw NYpYW OMa) x MA mvleMl a'e budw lw Na vM4 d Na Ymut NUMupMIran eam6gU McMrn.'b uM. ou'DuSoonepoem Up Melt rmoaw on en adl rmNtlw nn pamn N Ion, Mal. Mad. oiamagb ro OR MONpeYPal lCIA')XIn emY" NUB ov"canfln0 me caltet Mal.Man neon in fin. mmP a"ING uaMuw d Au" To wo NN wuatlm Moe Me mma'M W W poop WF lemovea M a Sape pe 5nrvlary 0MANX pM m moral Mean m IN unl mere n"B'd a PIwnM n, MYNI's Ma ,non to "an N MUMMY opnunp Me Pump anPda In IWva Hood IMn ,nUll, Me wlro Wk - Do lw a.re or pan wuea won wrol w maYm l macew nd, eMa or pw PRr, W eM•MMIN eur+m W o nmaL Me am "Mon 15 Mn man Wpe a" Mum or dyAm nu Memo We, Rwxtldi w anmineon or No IWwiN Mn Me weals. tw Mmm MY ovem Na MhnnYFa am pWV Na w N Me P s alalEee, mM W!a dPron. GM', mhbne, anon anE0. eNURMU ace, eaW lbs. Game, MM UUm, la WrdeMn Grain (were "MP) wdar, Not aml r•DeMfN BUNNG@ MACAU% Moms. neRHaea, mYl an", m•ebMm: NI. PNIIM WUEUCR. p.enaM., sMIUV MedlMe, Ymponal smwroraMrlYl brine. PMANDONMENT WMn Ne Pb 8lisle enNor la permwMybXn Mol aNNu tte blbMy alePo emll Ae man WIpNn xW Ve MI®nNpopelM am aalYy BDYgLVN M mmpllarce w Wp'a Cunn A&M, Mlvnwn MmInnM1M CMm • appNp bmM.w pn wlmaWnln.eM.d Nam..mMPba npa-mpe wNa. Tn.mimn aml unX..na Pn.enmmnlw.e.d plaMy mepMp woyasmuw SarvtLMOw•a•' Feel Manor an Yp AIMpManw MaVYadaO Yp lmrsea xMw amn nra.M.m Ne wY apace nMe NN Mull. • pnwl arnoNxlnM anllO maWnd Cme po s PLRN " Me POWrS title eon mlmN M npaa•u tlw IdbMy muwlu Ilona Men, or mutl be bkan, b pm1Ee a ¢tle NmNAd ,wl.0 Asunmm. O n 6 m iw a m ana w m.n., Man nw BY SUN! IN w Nnwn of a nNvn.el anY eNupMn emov. iTu lYUna'.I .ru MwW M adlOa Non e14uEYYe ad mryY!'m me dvtl M M IMn Neon F sMi b a w vY w lWM ehuea b MadW aUiubra �ia[hnlvnlxm. Radwsl�uu enyeFMro am�U vMle"allYe Mash eI1W tlNel tlme 0 PamNYok MYW nl walanN orearn EubmtrYY aMbdIMMna Berry ePn�✓ea MpGW15 MhNYpV �}/TTAltlydnp WIX lnrym Madllw ae a lw yenb npbmlMmdo POVVlrS. / rMMPMm�nCbluvY aultlWa nplasmanlamlaNMmrortdaamnlPowlye e+eYeW elwWp W.nW MIreWWun 'p�/bllmMd rtP'w lAe blW PGWfS / b�ma Fnero.wMm.a.w,aYadma nMw mnpMMM»w..FwuNA�M�n,,nlw+dww mmmd No wanalNe e MEMO, Plane BRIG MIR TREATIFNT TAME! IMY CONTAIN I HAL D/J!G ANDOR WBUPPICIENT OXVMEM1 ON If IA RA WERMC, PUMP OR MM TRFAIMIMT TUIN UNDER ANY CIM MRTMN . GRATM MAY RESULT. I URO A PERRON FROM TWO INTERIOR OF A TANK MAY BC OGT WLT OR IMPO 19M POWflMttulET1 POINTS "WAGNER Wllc ' 11YlY ' • AOIBIRNCING OPGRAMR nPUMPEIRIAICALESOVLATOPV AVfHORf1Y-�� MPM Nana nN e.PF.a a draa n m.wmn.F Yw., en .., uexaKlKYYn w mw.I. m a m. F..m.. arYeRw. c.a hr' ST. CROM COUNTY SEPTIC TANKMARFO NANCE AGREEMENT AND Mwh4AEdrms 1+�4 0ay,. <. t-_e C011- SSt.9Z �I--LN Property Aaarese 3 h 4 lc dhe�Nz 7eto 16 ianl sama edro&R 'l"l cmol tale &cASCr'a W, Parse) LECALDESCMPTION Propmty Locatma,�'/•4•w'6^�/0-�,al/I-'A,SC3) T3zNR W, Town of SD StateaUvirion Plat WAAMYC�2.� .Idp 1Z CerRRea Survey Map X Volume ^— PagtX TKO D .p wwny Deer x I l�6'f3 roer a zomlvomme, P.xe a — Spmbowe0 Lnr lwwlemnfi&le v no lmpmpum, and Fen eofyow eglna eyerem muW ruull in ¢Prem rtfa,IwemM1UWlew s Proper Yofvunpwg"I the eeptle myth "try mart Free Of sconer, Oustedo by a btevel Pumper Wlul you par rote iM rymm.n.mprntinrc wEvlv.mnk wcnra,tv®.I rytem ovn m.wltn.nre mpvm,wmt. nmwa,ena io osPS ps seDe see •ne ,,ea.vana.e%Cr... cn,m,r saut'ryo�re,tma e The Pmm'M own"'Fuu, mbw ro Sr Cma County Plummet A Zwm Du rNfiaw from, heated by We abotCr Wby0 OFFIF Plumber la^^Fr'r^t Plumbn, resNnN PIunM Or a b¢mai Pumper vcnfpne'M1al(I) ac onsne mwNi almaul eytmm,t my ets, ommme mna w,waVor(2) Mer mabsonen eta p'wema 6f mnn."ery), rpe apes Feel is leas the, Vl Wll Of.wue' Nw. ueunam. m me by the lee abve of Foutmnem'e^camaSam," Sa , me d am uw'6t m or Nu,vem wm u, medeawi omm lrzre,n.ven by Int Oemelmtnl nrseRry qM Pvrevaml xrvreaWWe Cepnmtnr her M.mN Rennmq smenrwraa..w. Cma',m,mmmme uernwdays of ftheethee eam,p,,tmm,mmroa=tepee e,a aammmuea eel. Counry PhnnmBA Z'ninµ peWmrcm wlWln In days ofrbt rlva YntexPueYw Jea Vice ttMfy YulellsWemenuan Jus brm ertuue to ele blofmy/ow knowletge Vwee„vm Jeow„alel olJe pryvey a,acribaebow, byrvt([e �/oft wemvry errs rtrortlW ,n ReB,MrofO¢as Omtt. N my her olbexroo Z E )49) 20 SIGNATURE OF APPLICANT(S) DATE "'My ubms ay,but1,mmom"Fea may mmall to the umuy permit OF m"ud by the Plateaus A Zomryfhgn®m"' Include wIM1 rM1i' sPPbtel'wn a rtewaat wmmN aeei fine rM1e 0.ep/vmr o! pest 010te eta a mpr of rM tm,ls awvry Oep rf mmmmo®errmwe wmmracme AIZV nMO) fSO i INN 0 _ 6 T wwww, cm.:PNmcdd a"62020 SOIL EVA& eas—n_ gwmdSMyrbBWrgs ,.,ws»+m, met ,asYAM � code r�r eae>,mnq+e Nn."/t.naloFeb Rn mun /DI L o-rw,em �m,r.>e�ae s waeur� wmu�l Me Ba'°03a '3//3—Dn�C1.t0 e.ma.ew mmed .mode �F,....rm. Please Min an mromanon. ...a..d,,,..,w�.....F,...�.�..n..oe.. Ism I„.)) MA .. ...... ...: ..... ...... ... ... .. 7 ... •... ., •... ... .. ..... n.... a oe����000 MOM MI M� MWAFWA i7dJFZAMWAI uursrrur�ruu�■uuuuu u���uu■uuuuu uuu.�u�uuuuu uuu.�u�uuuuu umsr�oia�r.��r,�r�usst ©� ovsr�e�r�r�rr�®ra uu�a�a�r»coos®�©nrB�n�� uursu��uu��uuuu !uuu■�u�uuuuu 'uu��u�uuuuu - Ewt91- Bb a b_, ?m met arm sin. ' ETM Q- Boo. Wmet W Tea • m mil CST Name (PIBne Prim) CST Number Bid Plumbing, Inc Shaun Bird— 226500 I4 1200 St, New Richmond, WI 54 m2�um 715-2464516 Soil Test Plot Plan Pro/eat Name Damdlnman Shau d Address 1474 Monterey Court Stilhvater Mn 55082 M #22690O Lot 12 Subdivision White Eagle Da a 11/3/20 NE 1/4 N W 1/4S 31 T 30 N/R19 W Township SI. Joseph n Boring Q Well PL Property tine County ST CROIX , BVI or VRP Assume Elevation 100 tL Topof survey iron Sy ore Elevation 1W0' •11RPSerlleasl3anchmark 3 Acre Lot Property Line 100'101' 102' Area at �20%Slopes to remain micwtur0ea B-1 03' D 8%Slope Scale 1/4" = 10' B.M - B-3 0 4P' 80 0 B- 200' white Eagie Boae SAN-1=40 _ Tt oA 2020 s.wryw eaa� aaoo 1 NIN^WW Jwi PO BU]18] _. _ / Sanitary Permit Application m. �,mp m,�m.®m�m 0 00 333 wmelm¢mnwmr.,..m. p♦ 1 omo �S%e:�a L+rs �CSo-d(�3-do _na �e.�eu 3 m T✓��u [ a ]ype.T¢ou �e.�ewhl Oniu.�rs.au-ra :Gna i pl TypeotPvmlc (Clu4eely om mpleU�On�^e�•Bal •pp lmple( O xy..rus¢ pfi pyvoau wr nmar�mu.¢.e. spm aw:wl j3p P O[m Om �m D1 T Pnry PaelrLWPelm IV.i IPDMSA�Cem v®upne¢ C vp qu '��-�m�m�m.c�.e ❑].a,.,,,m,vaam ❑.,� .m o�<n. xm�w.a: V OU eNAnelolo.metlev �wws..L gy� am 9w mAw w+.m I- a nd �IL�+yyR+±TI�Dfd�iwi�4`� 6e �lo(ppDt�. Cover Page Shaun Batl Bit Numbing In 14321201h St New Richmond Wi 715-246-4516 Owner Dave Inman Location: NE1/4NW1/4S31T30Y=Mhe�gSt.JosephManualsUsed At -Grade ComponU IN 0W07) Pressure Distraubo6-P(N 01/01 R. 10/12) Pago 1. Cover Page 2. At -Grade Plot Plan 3. At-GmCe Cross Section 4. Pipe Cross SectioNPlpe Layout 5. Pump Chamber Cross Secion 6 Pump Curve 7 Fitter SpenaceCwa 8-9.Melmariceand Conti envy Plan Attachments Shc Teat Shaun Bit License Page 1 of 9 System PLOT PLAN TROJEC OIN Inmet ADDRESS 1424 MJnterBV COm1$WMMBr Mn 55092 WE IN ii4s 31 IT 30 ON 19 WTO" St JWB[0 COUNTY 5T CfltHA SYSIRM ELEVATION 101 081 BEDROOM 4 DATE CONVENTIONAL AT -GRADE %YJ( CONVENTIONAL LIFT MOLDING TANK MOUND SEMIC TANK SIZE 125598IIW LIFT TANK SIZE DOSE TANK SIZE 785 HOLDING TANK LOAD KATE 5 ABSOBMION AKEA 1000 F of [hemhe[[nOnB BENCHMARK VC TSp of We Ups ASSUME ELEVATION IW' F'i11EPl m Filter ❑ BOMKOLE O 'H KP SEMO IS MnMTVk �VI XI% rop•M une Well Ie to meal all wDNR Bet ke 0' Ha' Getting H to be Hall • 1/4' - 10' dive" en-o" sw from system 102' HYHCutt "1 10 Pro 4 cam enk BetlroOm 100' Haw 99, B,M.- B-3 9%Slope B-2 Area 15' below system Is to remain undisturbed 3 Acre Lot At -grade System Sloping Site Cross Section and Plan View f 'is"• angtn;t% M.1 ? 1 I rrsr�rz:ri.7 I M6 sm ©m o� orb om � rm Pressure Lateral Layout One Lateral — End Manifold r clearo d clemam Force Mmv Loteml Tme-ap —� Plug X Duhdbufion mork Snoeffintfiew Grad Dienc¢r In Orifice Diameter Iv. 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