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HomeMy WebLinkAbout042-1004-70-300•'��"°�°""�°F^'^�® PRIVATE SEWAGE SYSTEM w^b sl OIOIX 9.bry�eiM'9u.aen INSPECTION REPORT s.nverromi. 617131 GENERAL INFORMATION (ATTACH TO PERMIT) Beer, oxa mro xgPniwD,, cir �+.w Shane FIUIsou TOWN OF WARREN 042-1004-70300 �n /EO "�a�RUEw s.mavra.nu.va+�o CST" 03.29.18.38A40 TANK INFORMATION ELEVATION DATA TYPE MM'UFACTURER A 5 C PACITV STATION BE HE F6 ELEV R.Wa wF�VL— kip. A' 1760 315/63.z 5 /40 Al. emF.IL. /y. 95 Eaffitim RMS poor 2 —7 /4. IRS MnI Km nM y 3 AES TANK SETBACK INFORMATION MO M iPNKTO �1K WELL 6L0G a UB ROAD 1 CI not s.Px >1S a AIA it So, _ °'Rona" N.aeau>n A.rtnan Rui Pip sewn, 8 PUMPISIPHON INFORMATION S: Z 1 111 Menoaaxra, Raw>ae GPM sl coaher F:T4>.. u MM.I Number I 4. i 94. TRN L Rwla�Loaa sPi.m We,94.4 Fo�ana .ne wwa ...r i-`I 94.3 SOIL ABSORPTION SYSTEM (Ala, 3 Irritate 02 No OfTweiral R.re\xn ` M iO P51 R44 IV.srRFAx AA1h "F'.I �VakRn. JEJETRU n 6 Fw e 4 nJA. xNn 4^. EM COMMENTS: Ilnmx<meaw.wwas. Paza+spaeeni <I<I Lmnan-rz031IRTx AVE I IIAn RMU«<nor" 66JAA, 21RIep�rl,Atn- 78' Lee 'va; o," e lnna'�,, )(14,W 19 Rxoa710oRpR R.,. maRaaon x1 ImPMen M CG.l. F- / - 1 e.., •1D14-349 z ' fix. OCT 14 2019 I N1W Wvw�hpl]tbt yprypmw�N (mh®mmgG) • M M707_OBu (01774 y A[ l Sanitary Permit Appiwoon .asps„ a�� "�,.-,., �md. ����.� ems..,, � �Zo$ //yN, q•�c. ' f - iw —7LI— �Nw.,r .ww.um. nwmr 011Y it. JEN Y(J 5 wu i cn.zm zm�n em:n... v ¢ pweo�� la.t �yyyl ❑rnw ❑wm��Rw-�me.i4 E ]vuyw LS �.,�m.„s,.® o,,..®mm.um.,m.am.,.,m,wr ❑um �w.m.rya.s,��.ww d em•®m � TxF: .m .. < .�m..�lil snwmw.e mw.e.exm ^nw.= N o'- - u� O /S 5) w eW �' /�I64,Y1'✓� GnY. YL � N'+ 1 M �,�•maRw .4 76 D.1 System PLOT PLAN PROJECT Shane Fiblspn ADDRE551414l3 AVe New Richmond M15401T NN 114 SAN T4s 3 /T 29 NUR 18 w TOWN WanAI COUNTY ST CROIX SYSTEM ELEVATION 93(131829 Ybelow prNes 10/12119 BEDROOM4 DATE CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1255 gallons LOT TANK SIZE. DOSE TAKE SVP MOLDING TANK SIZE LOAD KATE 4 ABSORPTION AREA 1516 N of Caron nTS BP.NCBMARK V R P Top of &4' pipe ASSUME ELEVATION IN' Filter lafebme Floes ❑DORENOLB (Doi "R.R.P. aameaebarchmark 119W Ave Scale = 1/4" = 10' 3-a' X 102' cells with>3' spacing 100, 98 5' Pro 4 2i A 45' B-3 Vents Bedroom House 10to' 20' ST 85 15' 20' 4%slope 9] 5' B-1 B M." Vent >6.. Qumk4 Standard Of Cover lApplung Chamber wIN 20 0 fit of Area 5 611 Of end caps 4'l ng 12" 4 Grede at Sysmm Elevation 120111 St ( All piping shall be ASTM Swithin AS IU' of tank, piping shall he ASTNI M F8 F891 Cover Page Shaun Bid Bid Plumbing Inc 1432 1201h St New Richmond Wi 54017 715-246-4516 Date. 10/12/19 Owner Shane Fibison Location NW1/4 NW1/4 S3 T29 N,R18W Lot 3119th Ave Warren Manuals Used! In -ground absorbbon system (version 2 0) Page# 1. Cover Page 2. Plot Plan 3 Chemins Cross Section Main 4-8. Maniance a ConLP18o Cross8 n Signature License number 226900 System PLOT PLAN PROJECT Shane Fibleon ADDRFS51414138h Avalb"FacbmoMWi W17 MN IR MV 114s 3 /T 29 WE 18 W TOWN Wants COUNTY ST CRUD( SYSTEM ELEVATION 9361933929 5'helow grade 10/12119 BEDROOM 4 DATE CONVp.NOONAL XXK CONVENTIONAL LIFT HOLDING TANK MOUND _ SEPTIC TANK SIZE 1255 gallons 1,I17 TANK SIZE DOSE TANK SIZE: HOLDING TANK SIZE LOAD RATE 4 ABSORPTION AREA 1516 4 of [hampers 76 I, BENCHMARK V.R.P. Top of Ton pope ASSUME ELEVATION IN' Filter LI(etc= Flhef ❑BOREHOLE 0WELL -lCk,p 6ancoa9[600Mnalk 119th Ave Scale = 1/4" = 10' 3-3 R102'cells with >3'spicing 1�. 985' 45' B3 Vents 4%Slope 9] 5' B-1 Vent >b.. Qwck4 Standard o>over I-eachmg Chamber 1rr wnh 200 fY2 of Aria 5 bRA2lpnrof end caps 4' Long 12" Grade at System Elevation 34" 120th St All piping shall he ASTM SDR 30134E within 10' of tank, piping shall he ASTM F891 Cross Section of Quick 4 Standard Leaching Chamber Typical cross section for 2 of 3 cells Quick 4 Standard Leaching Chamber with 20.0 f12 of Area per Chamber 5.W2 pair of end plates To be >1' above grade Finish grade elevation / Typical Installation 98 6' V`"� i Gratle Vein 4 i 30/34 Sepilc Tank 4 4' Long I 5 4 Lo"g t Gmde m System Elcvmicn Grade at System Elevation 3 Spacing_ 5' 3-3X 102' Celle Observation tube/Vent Same on other and To \\To be\located on end of Calls 25 chambers per call \/ A B System elevations' C A_93.6' B_93 3' C 92 9' SF. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM [Pm�AyAd�dl Bmym. Slime. F. tis vg Aadlve/5/ /38'f^ e. cJ Rlci2marfc/ — O :=r.— �j4t1 ✓e. 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NveeMx Neoww(goNu ampere httrihd above, by vitae cr w11gM1aey dad recorded N Reaum ofOee]a ORa. Number of bedranmas 1 �ae VejLtaTLfL SIGNATURE OF APPLICANTS) "'Any Infmneian Wu le mivepnwuMmeymultln Ne unlWy pemtit beieg nve4etl y the PlennieBA)nniry Oryenmern. "a Noted, were NY appllmllon a recokedwmenry dad 0mn W ReBhler, of CmNOQke and wpy of eeeNOW nnrry Mare If uhrpm h atle F Ne wmrmry deed. AyY I: .: IU Aa..UI[ I:1u P ownermuwf / ' i a k I.RCAI. DESCRIPTION PropmtY luca4o�1!�C/Y.Nw'/., Sw.� T ZfN 1 ZLW, Town of 1✓9/1/'A,, Su Amara Lot #- Cerawl Surv%Msp#-7 Vultum 2.1/ P.# clod 6. WY ty Deed# /Osoa01 ,Volume Pegeli Spxhmve Yw C Iothe,m IV®m SySTEMMAmTVNANCE AND OWNERCERTMT TION 1�mo®de®¢mrce of ym¢wpM.ry:m6Wd:Am111m Ya O�®Yvefvhvebhmdl<wMrs. PmPm mmub^f PmmPW wllb=mOhe Ockn'mYtl¢ee Yemweoam. titmkd bla.. .PimWv. 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TYtY�Y�31Y.Ym10Y.Ib.iXaMMIY1YAYMlMQ.Y YYN63Yp W i W YMV W /rM.YYGL 2014C 0 4 8 A SECTION A -A C Din hill�9 Y P i z u i a • fTF 4ENH2C SH:,MTI vu. w.vq • fd110AtION LP163 STAIR e XDI01i00W8 � �f i F / / m EE �. f�fir, I, pIIj a� j ;sr tion-acz tayeed�cvsKv RIVED SOIL EVA TI REr T w, -"- ,.. QidY71!� i oa��®�000�i ©�n±rutorue�aa�r.�ras�ra,��� ���manwutlr�rszrr�r ���►,� ©�nr�vrrv�v�I��►ar±a��rra���� ucaans�r/.�s�■ulF.�a���r�ras�in F AaYry�Y., PYWIR. PR.—,_ RPRr.a.YY.bYW. "I D� b.. 44Yb WR,.YW�W OB����o000 ivM PIMMARMZMMW41Wn OB����ooO o 'gpelW app�>R<}p�Yblffi>y<1RIpL 'F1r.R.Bb�<ReplNl88$R�ryl tEe UepmNofCa®vre 4 m [ryY mpvmmry mla WoeIEW mEempb)m. Ifyoo vW ..JYmm bm.� evvim[ar rcei wmitl in m tl�We>Y famu4 pM.a aeon IM1e hpmavl Y 60&N6JI51 W TfY fM360.i]Il System PLOT PLAN PROJECT Shane FINIBOn ADDRESS 14141361h Ave New RUhmond WI 54017 NW In NN 1/4s 3 iT 29 NIB 16 W TOWN Warren COUNTY ST. OB01X SYSTEM ELEVATION 936M3 W929 5'helow cede 10/12/19 4 DATE BEDROOM CONVENTIONAL XXX CONVENTIONAL LRT HOLDING TANK MOUND SEPTIC TANK SI2E 1255 gallons LOT TANK SIZE DOSE TANK SIZE IDING TANK SIZE. LOAD KATE 4 ADSORPTION AREA 1516 a of Chambers 75 I, DENCHMARK V.R.P. Top nl&a' pipe ASSUME ELEVATION IN' Filter Lifetime Filler ❑BORHOLE `DWELL CH.RP semeaspenMmaM I lisp Ave Scale = 1/4" = 10' 3-3' X 101' cells with spacing 100' 985' Pm4 45' B-3 Vents B room House 10_� Il 20' y o IN BM* 97 5' M. 4%Slope Vent >6.. Qmck4 Standard ofcover Leaching Chamber v 200f12 of Atee 5 6ftAVpwr of and caps 4' Long 12" T4„I G..de at System Elnvaim IFUp?Yi All piping shall be ASTM SDR 30134, within 10' of yank, piping shall be ASTM F891