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HomeMy WebLinkAbout006-1054-20-000 (2)sod ryemDwameemevwmmewe PRIVATE SEWAGE SYSTEM BullIgon INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT( cn.my Bl cmix smrklwtl Pwmu No 831228 MAE No, Io la osanal MrrnMrwu y Law i.15. w y)mll Brandon Perry ONW NWTOWN OF CVLON Auld T. H 006-1054-20-000 EN B.. eu El.. WIRwe nrrw.w. rc 243116367B TANKINFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION Bs Hi FS ELEV sex Bel,hrrao, m^8 NI BM ewg s.wv Holding SoM We TANK SETBACK INFORMATION SIMtONMI TANK70 P& µELL I BLB6 Von n.xruuk. ROAD Mills) seK DI Brown rm�9 M n IN PVe Ndf^3 Ad BW ^ PUMPISIPHON INFORMATON 1nNGrodur wnuredww Ben„od GPM M1acn UMS I SAV^IMPo Lego OR Dow. FORMER OR UNT DISTRIBUTION! SYSTEM SOIL COVER APnnun snmme OeN eSyeNne Ony w neI m �`LL_ m .nu Dom. ,.n,„Ee .. .I IM 1:1 Y.. AN. COMMENTS. (Include code ubmpendv lreno^e gnaenl xel RoAndion 41 Leutlm 203T 250TH ST I )M Ed OemArdon— 2) WAR svwwlnpin= emoun)olmuer= PYn nulelm emeoulnEgn Yes [M No for ewmal w pn sBM710(+TflTl Dole m. pme, sx^.Ln Inepeplan 02 ❑cma os....o„m,-wmYu. cv.a n osa.m W�_ZoNE K 'YIM1�d-Oes °� .mpLp We µPkaDkl a+x A -Ps• o,,.mm,„m,., rm...l�� Dan. umxmmmwmga>v PmPW� ❑�Wam..Y ❑P,m„ar w ❑m.�.�an� ❑P.mnrm� n a.„,m..m.a..m..eWW., mew o,om m - Y , ']Iwmmm mraw �oar.,.b owm,- w ❑Y.ma.uma eE su mm.e�. am. >i.r m,Wm..k.wm.wwss m...mb..m..Y i m�ml bnmb.® loo..m.ma�. N o,.,w sSco eo 19 ZI 9Affi pperWr and b.UWPWwY� t sePeclenM enmeibeleai W, [mP�Li#luni mn V -znz —ee arc in a,p wo I11,ln nos N�cVned bnlemo w"%1^41aiY fer.x: �-! I2An Pkllar'w �ln���Inel.aowa nmA,nW�m�H�Usn3 P.;�.i aF D�e.e.l C.u.{wan+ r', 6e$ "n° ' ° d- 4F —1 N. eAr+ 9 POW75 7q •rJy .r»a. w.+e.r�n.�mre..Y u..m 4W 14 i.41�I .,(O+.+e.d�i. Qyhk.s4..{4bh A{'er;hwZ� l.sLrw�.l�<A wZ17A +P '.bQ`..",. 11i%1 wM NskLic�R 54 ewu.Ts♦S_ ✓S{nSki 4w01'i� �r( System PLOT PLAN PROJECT Brandon Pam ADDRESS 70 End Sa Hammond Wl 54015 SW 114 NW 1145 24 /T 31 NIB 16 W TOWN Cy10n COUI TY ST. Cl SYSTEM ELEVATION 94 WIN S941 45'below made 12/28/20 BEDROOM 6 DATE CONVENTIONAL %YY. CONVENT IONAI, LIFT HOLDING TANK MOUND_ SEPTIC TANK SIZE 1250/750 LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE T ABSORPTION AREA 1336 N of Chambers 66 I, BENCHMARK V.R.P. Bodoni of gal siding ASSUME ELEVATION 10' Filter Dfe= Filler ❑BOREHOLE O WELL -H.R.P. swere as benchmark Pmmrry l inn n� _ /� Scale = 1/4" = 10' �C pP y 75' All pprng shelf be ASTM SDR 31V34, within 10' of tank, piping shall he ASTM R91 h Acs"We" Building BO' Vent With septic system Co Qo1c In Chain d of Cover Leaching Chamber wish 200Id of Ares 56RM/pmrofcndceps 4' Long l Gmdc at Syvem Eleveaon IN, 99, B-3 Ven s 25' >I0' 5%Slope 98, George 4 Bedroom 15 M B g- 97' House 0' 25' 50, HuffcuH Combo ST To be>5' from garage 45 gl 3-3' A 90' cells wHh>3' spacing Willow River 250h St Cover Page Shaun Bird Butl Plumbing Inc. 1432 1201h St. New Richmond Wi 54017 715-246-4516 Date: 12126/20 Owner:Brandon Perry Location SW1/4 NW 1/4 S 24 T31 N,R 16W 2037250th at. Cylon Manuals Used: In -ground absorbtlon system (version 2.0) Page# 1 Cover Page 2. Plot Plan 3 Chamber CrossVn 4-6. Manlance and7. Filter Cross Set Signature License number 2690 System PLOT PLAN PROJECT B2ndon PBrtV ADDRESS 763 said St Hammon Wl 54015 SW 1/4 NW 1/45 24 /T 31 NIB 16 W TOWN Cy nn COUNTY ST EFR IN SYSTEM ELEVATION 949/945/941 45'below undo 12/28/20 BEDROOM 6 I CONVENTIONAL. SON CONVLNTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SU,P. 1250/750 LIFT TAKE SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE ) ABSORPTION AREA 1336 p of chambers 66 Ills BENCHMARK VALE. ScUmn of garage siding ASSUME ELEVATION IGW Filter L.forno Fllrer ❑BOREHOLE D WELL ql. µ.P. SameasbanMmafk Scale = 1/4" = 10' 75' All piping shall be ASTM SDR 30,54, within 10' of tank, piping shall be ASTM F891 heNAwe adding sso el 80' Vent With septic system Qmck4 Standard >6 leaching Chamber Of Cnver with 200 ft2 of Area 5I fvA2pam of end caps 4'Long 34" Dade at System Elevation 34" GIG too, 99' B-3 Vents 25' >1W 5% Slope 98, Bedroom LY M B / B- 99' House 4 L 0' 50' Huffeun Combo ST To be>5' from garage 45 B-1 3-3' x 90' cells wlth>3'spacmg Willow lever Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 3 cells Quick 4 Standard Leaching Chamber with 20 0 ffd of Area per Chamber 5:. f A2 part of end plates To be >1' above grade �.9 / Finish grade elevation Typical Installation 99.4' van Grade vein 4 �30/34 Septic Tank 4 4' Long t.. 5' 4 Lon& 1" Grade at System Elevation 34" Gede at System Elevation 34" Spacing S 3-3' X 90Cells Observation tubeNent Same on other end To be located on end of Cells 22 chambers per cell �� A B System elevations C A_94 9' 6 94 S' C 941' F -(RVIXI,WUN9'{ S4P1'IC I A&K MAIM 17NAN(:¢ npµµpMl N1 AND (1WN Illl'CIJt 111q('A I'k.NPONM ()wn"uwr r"Ja errs JCss; U err Mvling AJJrws {63,- `g P Pnnr Anals oZ03-] 2.Sp �'^ c�1r"(ueV'�14L �4"De�ICC11er horMail p� aF Gy o (Y r ,vyu >I l wr l)gnn wT- 5407 oc)6i 05�a0000 —Y 1W2. I`nIu114knbGulrou Nel rb., _. _ LEGIION/ III Yroperir I.lecawa��rr -IJ 1;, y Sa a� . 13I N N ` 6W, lawn ul SubNnamn ---� CerllRetl Survey map A_ .Yi Nel, ,Priap,ll _ l Wurtumly Heed# `II19 Y_�_ _ Vole, ,Paged _ Yh mrs vY. le fimr nknunNJe nn SYSTEM MAINTN'NAN('E AN l \4Y512(TRUM A'1' ION IIp 9'mnrivlla'I the rurtYun ImNo xNMnukarn vuMl�mIDaMn nrry I.oesloanw. s �.txw u. blw �xln n..w. r.,l..0 sr (..... le, pal ...... w,'.a m wlnnn lu.sll n.n(...., mry lle ^ " , mn. n nalev the nwmmor LePwel rYtlem¢.n ProPw uPmra�..6mmhlrm. n'nN�'(2) Jb gym, Myw xym JrxW llio,mry, unwlle Iw Yun l II fill of tluJlry 1 n LlrrvvamrVl,lk saga[ leihn Jul•mu.. M. mniey.l.au •. m1h 14.. =na l'a1W UMMMM! M1ma.wa lhvmw. nvlm.mnaure.. •Vnmo mg MMIClhm.ww.n MkI.... ..Mae lepamrmi n....... nuv Cm(4tmW.lW.xoean 'nr.fiueW.nruuwyrheryouraelV' A aWIl.Im)IM mm�rvn1e,el h.my.lelnlanJ mnuruJ nr IL..M (run LunnlY Plmm�n4R Luowg �peN.®I willon lOJrvn vI JnlM1wymrny,.m.L.. iM1i. 'I'll' thil I'll WwmrJeeWde Am., M1y�•���vara mr M'1a0 w IM m m.11),V wwlnrlAe I/nr'enwre lMnx sl(u)nl the .. J... n..u..a uuun Im•h al r. Nul (be it erne 6 SI(1NATlMA APPI A, l UATF nr.NM.u..wn nwl n wLogvcuilM My nall.n the zr.nuir "m hn T nvmaa I.r.le Iryu..IAI @ 1pr..rvl lnlmvunm ("aa Malllw' IWImtoX wrrdW w caul le Ue mmvaevl n•lyn.nvl rre..uw xere u. mlhlr uL,.v..nl Ir'If me.x alrllM.ru yry ry9.rt IIIM.v IIWns POWTS OWNER'S MANUAL S MANAGEMENT PUN pgs_.f_ 9..=k,) 8elv)o.Fgl.ncy grandma¢a2m nof Mk(:) At edge once oven �' mami e) (MWMI.n3y ) DW PUMP ola mrllmeM1 db (s) atcentered sidepe One seam equal oroNY01'ti of large wMg OW Inspq Madamer ooll(e) At leyr mw every' 3 ;a„(s) (Mcalmumarrn) ❑W 'uYSlafwnMu 'Nbtmrsagv). II OmmN s) OHA ngpMpuaP. plMP eantrde a.l.rm NIeM mCB every', 0mRIM(9 0 NA .IIM W6atl P..sls.YN NkYrav+.aY OmmElls) � gllW wxa %iarY omdhele) o W g _ W. r 10 1911ARGE INSTRUCTIONS pvMCEen. of ynlu ane oiaaenal uI. 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Da na mwa ar o-n aw, «anwea aNmm or wmP«.t ma amwmm 15 hd9w'megpea Mtl mood «a181Me aa9 elvp6un ew. 8MR*Y n«amn.mnmtl. fdlPalq e«n tlm NvrYv«m..m mae p�paveme p.s,m�®.d weans a.wamo povrts •ltlMmW o wbee. ftRM W4 wmmm, F wa g OWtmare. emM MR N'+pue: ahMwwe: MA7&Q X+ bWn (au�w Wm) vnM M1UM ud vNCeh18 Ya1619e: 9udYn: 9reeHe: MMMea. mM ¢aew: m5 d: wLiN9 watlu[m, paetlWecersery n4mlla: bmpulu: entlwls nAnror Gee ABFNDONLENT � m rwrts we eras m pumenently wm «a a ¢enau He ml� aew eI W I IM Iran m imum cove ewlan G PmwM eneamyeLa�m.oYw muam..andwGrcan.n es.sv.w�namennmlm.tlae coat • MgpYG mlaNaeM qG alwl hetlbmna2e uq qe ab«q«reepq op«vnw eaYw • Tee renlanG mwmw.ne pxarmmnnwaea Md pmwM eYWeulmMe9eplye s.nkrgoP.rem.. • Ab W�nPGB. eY b11k6 eM Pi4 seep pe mBYBI¢E eM Im�va4 «tlNv maa �«mHeO vM Vq raN 9pN fiAM wM WiI 9lsetl u'eudurinMBddmMeal CONIING@KY Pum ' N ne POINTS Mla vtl mmm pe npeYaE tle blm.Nry mmsulaa ryy nxn, ar muI ea Ybn. m pmtle a mtle mnpNam �mGamNnerman: m:lre�YP�.�.. awuN�eeeeen rawmetl.d n.r m wo-etl mrue Y®mn a. �w+.mm.x.au am«gdn aamn. wdel4a fiwn mWMBTH YW 0nPe51an uW Yn9E M Ee Irkrd Fan hr iWUVpe bma�tllentl eim mauare abll¢u ad wlr Frunm woltltln �epbmmlw Wlmup FtlYmtl ¢R¢tl tlNdtlm. apl«anmla�u WgvenaNaYerre mwl m^FIYxN Ne mlep In � RWRsem �nmm sYYnN aWYNe Csm mWak vdM MIINnMtlmw Bamip eluvaxa In FOWLS RtlmdegYe naagq Yr met G+ moron¢ as a lea mpn m regain m. Ynm Powrs o Tnawwrel n.h awluammdNNNeeaeHa mmewnanem. upW mNwanN POwTsamn ad eiY ewmaEan moon¢ wN«nae m pmaa a sumGe nq.mnenlaree. lrm ml.®m«N ere. Y ¢area.¢ Imwne bkmry a hWIIeAw e MrBawib RWm nre (aYf] POINTS O Yvue vq eF®a1e eoJ apmrytim ayauna mY ee �emriputlM in PY® IaYaMrq remwel m Ua timel a tlm Yflp21Na RBW. ReauG«2«nmwme>:Ym¢muaoa.NYwY�Xq mYfmaRafffim4 Wie «WARNING» S�OENTER SEPUMP ANDoTNGROTHEREMTANNSTAN MAY CUNTAM CIIL W89E8 pNdOp INSUFFHNENT THMAYUESOXYGEN.DO UENOT ENTERAFROMT WYPOROOFATREATMENFTANNUNDER AM'WMWMSTAHCFB. DEATH YAY gEBULT. REBWE DPA PEpBOX FROM THE INTERIM OF A TANK MAY BE of FIgILi OR IYPo641BLE jPGM,Te 1N jtt�ALLM POINTS W SITAWER Nora f p PM1om� ilJ — ril %wna %/J' // HEPrNiEBERVICIHO ME1GMft UYPEM LLGRL gCGULATORYAII}HpgOy Hems pplly Plmne '1 Peale Z/J — TNe eaerme s EMd In wnpino xM dielm 8P8 mxx('II(eltlyelMp w ]q nytl M e PI. M2mun seneib Wa CPaa 2 0 1 4 0 0 4 a A SECTION A -A St. CMU County n AnnmrY Summon� AAmvil U'Myn Pnvl IKSXY Ur Neme-(Owen) TYRA er Prnn hlryJulymam,w�mµemh Wi lw mst See 1E W- - A- P L t Tx:4841914 1121298 REGISTER OF DEEDS ST CROIX CO., WI RECEIVED MR RECORD O111912021 I3:M PH COPY FEE 3.00 0 LT file Na K3639 IXHIBRF P parcel of land handed in ON NORAwest Quarter of the SoNhwest Quarter INW %of SW of &Section 24, Township 31 hi Ridge 16 West, Town of Mcn, 5t com County, Warrantor, described a$ follows. Commentlng at the West quarter (W III career Of and Rolm 24; thence South 86' ST V-East(true bearing)33.01 fed along the North toe OE wid NW Is 0the 5W Is of Rttlon 24 to the point of meaning Luna South WST lY Dart 12R.84 feet along mid North line, thence South 2' W West fi41A0feet along the East An of Add NW%ofthe War %; tM1erce North 89' IT W West 327122 feet; thence North t'50'East 7P.44feet along the Grtey III way line of an we act town road W the pnnM1 of heBlml ng AND P anal of kM funded In the Norther Quarter Of the SoNhwest Courser (NW% Of SIN A) Of Section 24, Township 31 North, Range 16 West, Town a Call on, 5t Cro4 County, W ismmm, described as follows COmmennng at the Wen Quarter (W %) wmer of add Section 24, thence Saulh 86' 53' 12" East Drue hearings n 01 kn along the Martin IN2 of red MN %af the We %Of Semen 24 to the point of beglnmldg;tence buN 96'53'SY East1250.34 fen along said Such line, thence N 2' 29'2V West 49.N feat along an a "N tube line, thence Ned Mr'2V IV West 31056 kd along an earstlrp fence line, Manse North SV 23' 30' West 93269 feel glory an edstnelmm line to Lu board Of Mglmin8. AND Part Of Me NW %Of the SW %al Rtllon 24,133N. 0.16W, Town of C/bn, 5t trdh(nunly. Wisconsin, desecredlasf)lbws Nothing a the Want % borne r Of sold Servo n 24, thence 186-53' 12' E(true bearing) a costa me of 33Al feet along the harth line MSald NW as of the SW %to the beaters, night Of way line Of the crustal town road; thence along add egot Mway line, S OV Sri W a distance Of y02 W heart thence N 69' 5V 45'W33,01 test bthe West IIne of mdr NW%of the SW as, thence along cast dN West line, N OP 50'E a dlarenn OET01 feel to the ca,nr Of beginning ¢i corn. counts 111 di Press 2 w2 61 Crux norms 1121298 Pape 2 of Willow aver Front EleMion I B`HE B B Ell] El ❑❑❑ a e B �00 e Willow River Msement Level Floor Plan Willow River Main Level Flaw Ran W Willow Rlver Intl Level Floor Plan RA awn F-VFH PAI I 1) � � r • ai . I Now i � . f1 n .. cl .,.-, uumesie©©�ra�r;,rr�r��a�m �■�r�.�rr��rnrr���� u:�rnmriemrut��+�caour�� uu����u■�mu�m uu��m��mu�m 0 •. �u►s�m�o©�r.�rramr..�a�m s�irirt■�■mr.���■��m uu��u!�ss*m�mu�m uu��m��mu�m VORa,,. Aw.riwmm pmmiox c��71G'«ram©Fir.©�mi'e��ns- --_—_—_____ F�T^'Rn •xmmxn.eao,>m<m,m�miss>x<�saxYn •aem+n•ooy.aew.Y,ss<m,�„p. Tee UegNoml Mcommveeumegoal oppamniH�^+apmYtlmand eoglaym IfryumWemumee muuuttmaem rrsa mLmY in an aMemY (Nmat, plevee mnVq ILe depvpiuN N 6LB-}E5.3151 or TfY 6'�$fi0.9P1 Soil Test Plot Plan Project Name Brandon Perry Sk vd Address 7632ntl St �f_ Hammond Wi 54015 M #226900 Lot -- Subdivision ------- Date 12/28/20 S W 1/4 N W 1/4S 24 T 31 N/R16 W Township Cylon ❑ Boring Q Well PL Property Line County ST CROIX BM or V Assume Elevation too f . Bosom of shed siding System Elevation 949/94. 5/94.1 •HRPSarna as Benchmark