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HomeMy WebLinkAbout026-1035-95-000PRIVATE SEWAGE SYSTEM ci St. Croix s�nhry^w e ewmm m..H. INSPECTION REPORT SaidemyPwnt No 615383 GENERAL INFORMATION (ATTACH TO PERMIT) gp Pon m No Les IPn•rnwid, e16 m 1pNnl Bematlene Lallrer TOWN pOF RICHMOND P p 026-103595-000 .11" wee, euexv woe.rrotn<. nmm.rv.erww 160 1 CST 1130,18.1628 TANK INFORMATION ELEVATION DATA npE MANUFACTURER k,.1 wi STAri AS Be He ELEV $epd` Ott!) eeAdinuM D Pt lad, L; Cch.,A— 2.4 /05.3 Unt -- Est Sorer 44 1613 waing Smn I,W & .0 t9. '5 TANK SETBACK INFORMATION SNX COM (.SS 95.9 TANK M Pn VVELL BLDG VmliRnnoDi I,IM _ me.g H..dmen 'T Ao 98 3 _ AererlmDist pipe 9,4S 9 ' Holing MSyPrem /,0 ql PUMPBIPHON INFORMATION r�nn Grme 4 V /AO. L M.nme.wr oemem GPM St eo `114. Ga xn /o].S r4unLw DOIm ioH n Le.0n ue ewe 3 Lwpm x, Z._7...L.In.re p 0fP,, Ed, pwx NxA MTO wwo 'aes. . Ph BLW >p 9G w£LL NR— LAxF/SIHFMe >/ro UNIT ,IH DISTRIBUTION SYSTEM r Pit 25+L3=1146 �✓� erPLedidel& q o wmwms �s IL n\ Gsw \ \ xs \ Se SOIL COVER u awn door w, 3.9 1nmM wYM COMMENTS' p14We code Eleaependee, persons proem, etc) LccNon No Nddreee AeelLble / i ( An III GePopllpn• FICA Werti 21 OWN It mngin• '7dl .n mw e ..r• ! A A/1 4L e✓.— a1[x Plannaddooliti L Yee )(No 11 19 UA6 �i MMo�nennbmuom — Inspection At Impadcl b 1 WSaM/Y 1= WWegl8Aw PO Bm)1 k FBI Nyvn W !.1'A) )1W uia9 G/S3Ss3 j $aryifaty P�rm�i Applwazio� � ' � �_—~ NO L YWnkfa�6Y-PYU M1Ir.V kw.e.o� M1J. _ _ IigatOw,tle l\ Q/ o.�.o..n I csvx� ❑xa..m_ awm C awe+�»w �..m..mww.a*d'wrs®wm. 'ewewamn.muLa.®asr�.w...� ahem _lllftl.ppllp Al .u,�sakoer rvaww.w =m.m Cnm+>:. kv.++u Cuw� 4lxueu ri..yr ow .ap®.iycn Lw.w+.mYwr�- —YTr -maim zi 17 �K ca.Yi AMvo..e 3� bra seovwa n w SYE1em PLOT PL.4i PROJECT fiamaUetlC Later ADDRES5135d 15M aVe New Rcbmmtl An 5M17 SE III SW IHS 11 IT 30 AIR 18 W TOWN Richmond COUNTY ST CRUX SYSTEM ELEVATION 100&990 _'below grade 7MI19 BEDROOM 3 DATE CONVENTIONAL 1X CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIST TANK SIZE DOSE USE SIZE HOLDING TANK SIZE LAND RATE 5 ABSORPTION AREA 933 B of chambers 46 kils BENCHMARK AH P. Top of fUC pipe ASSLME ELEVATION IN' Alter Llfenmen FlIon ❑BOREHOLE 'DWELL -II R.P SAME as NnChrri Line Scale = 1/4" = 1( Area or poorer xod, All piping shall be ASTM SDR 30o4, widen 10' of bank, piping shell be ASTM F991 2-3'% 94 Cells wine >3spacing +a i 2640' Prcpeny Line B-3 bens 11% Slope >6 Qmck_Standard of Cover Leadung Chalnler B, wM 200 fit of Area 5,6102lpvr or end caps _'Long 12 Grade at Svstem Elmauon IOq Vents 100' 14 10?' driveway located to the very west end of the property 15TIh ave Cover Page Shaun Bird Bid Plumbing Inc 1432 120th St New Richmond Wi 54017 715-246-4516 Date. 719/19 Owner Bernadette Lather LocationSE1/4 SW 114 S11 T30N,R13W 157th eve Richmond Manuals Used In -ground absorbtion system (version 2.0) Pages 1 Cover Page 2. Plot Plan 3 Chamber Cross Section 4 Maintance akcyPlan7. F#er Cross SeSignatureLicense number System PLOT PLAN PROJECT Bemadettai icir ADDRESS 1354157m ace Now Richmond Wl 54017 SE 1/4 SW 114S 11 /T 30 NIB 18 W TOWN Richmond COUNTY ST CROIX SYSTEM ELEVATION 1002/9904' below grade 7/9/19 BEDROOM 3 DATE CONVENTIONAL PAN CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gailkins LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE 5 ADSORPTION AREA 933 R of chambers 46 be BENCHMARK V RP Top o13/4'pipe ASSUME FIRVA110N IOU' Filter Lifetime Filter ❑BOREHOLE O WELL WH, UP, same as banchmaM = 1/411 = Area of poorer sods All piping shall be ASTM SDR 30/34, within 10' of and, piping shall be ASTM F891 2-3' X 94' cells with>3' spacing 264W Property Line B-3 Vent 11'%Slope jLong Qun:k4 Standard Leschmg Chamber 6- web 200 ft2 of Area 5 6fN9pav of end cape " Cmde m System Elevation 104'Vents IN, in 102' driveway located to the very west end of the property 15]th are Cross Section of Infiltrator Quick 4 Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard Leaching Chamber with 200 ft2 of Area per Chamber S 6fiA2 pair of end plates To be>1' above grade Finish grade elevation Typical Installation \ Vrnt v* 104 0' vam Al Grade 3 �30/34 Septic Tank 3 5' Long 1 5' S' Long 1 _, Grade at System Elevation Grate at System Elevation Spacing s' 2 3X94' Cells Same an other end Observation tube/Vent At end of cell A 23 Mambers per mil S System elevations: A_100 2' B 99 0' POWTS OWNER'S MANUAL B MANAGEMENT PLAN aaa._m_ Pma 6T6lp6pEgFlGTgXB 891¢iank Cemyly pNq Pvmlltl 5mme Tank Wnuhtlume UNA JE61GN PgggMEfEPB EMueM Fees WnuMumr 00 p NA Number of Beld�mms pNA EIAYYnFNI M.Ny GILL _ Number of qLE FetlWy Usest Flrmp Tat C;ayy NA EsMi lbx la'21ape) 3 ytle Pump Tank Manufamnr NA Deegn flow deadd NMMaadej IGI D Pr^nP MenufNus all A Sad APPleatim Rele sS Pump MWN eY /Pr NA Moment brflueWEMwN away Mimi arwage• Pmbmnna" Fees. 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U�ce.m. uyyotde mwmswey®elt ¢�mmde mde.oalmrdeed ( W� Sarah Sorrell TO Ryan Farrington Subject: pW site plan Attachments: 1MG 2019oeP_09a93882Stpg Sarah Sorrell I Land Use Specialist ST. CR UNTY t From El Lalner<el@somersetamphltheatercom> Sent: Friday, April 19, 20191109 AM To: Sarah Borrell<Sarah Borreli@sccwrgsi Subject' Re' Site plan Thank you Sarah Gat Outlook for Andrestl From: Sarah Sorrell<Smah Borrel(dittw eo Sent: Friday, April 19, 2019 818 59 AM To:'EJ Lollar' Subject. RE Site plan Good morning El, Based on the proposed location of the house, at this time I do not believe a land use Permit will be required as the location is greater than 300'from the water Aland use permit would needed if you disturb greater than 10,000 sq fithat drains directly to the w rterbody your driveway is not too concerning as it doesn't no appear to drain directly to the waterbody Please include this email and the site plan with your Building and Sanitary Permit submittals Thank you, Sarah Sorrell I Lana Use Specialist ST. CRO LINTY From: Ef Lallier <Uarsomersetampatheader com> Sent: Wednesday, April 17.2019953 AM Gl„ APR 29 2019 � vnamwn C.oapnmi a cmm.� C v`nmsuryemaulpye S& EVALUATION REPORT ' csr=ao,s_ 0 3a naagnmxaxm u+nnM ..0 run uw •a"n"a" le M. pndn"I" am a$C a I I inmem me Pmal .m Ynii and M�xunul mai Mini led) Onarvi mMiMm e PIWSG ennl all In/Fmmm" w Liz amy o S_ iiMMu pi'mr.,. s lea 3aN Ri El Pmryµa....awYNa — w Naw"� lvlzls`if—SYd1 ❑ w 7 NW W Fm @,T s mm w _rm P...mrW vu:t naafi-o..mw rma wi.w.oy— u.m.0 . 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Iso:.µ •Em:.vn.eao..w nov.:erss<w::�x rn.o-e.an•o�ercon,n,orI.forvwao.nr+•llw fro.morom.mviox. irroo o..e wmW.26.o......rvm..m Ana m.m:,.i ::: �.e..,:.n ronnn. vi•..= _�•�t a" e.v.�.t at aw-xm-aisi or m aoe.xm-em P w r Pa�®x Pw _n_ [s nm ©�IG�7L�©r.�Aer�►�ir����� .:. . n.oepammm,oreonne,aa�aan ew.lwwmu,ny,e.�,a ep�•�e melon. vno ona.mamaua<aaa mrvlua<� neW meunJ in an al,vwe (pmaV Plea¢ moon de hpXnw.n, e, 60836i]I51 m TiY E08�260.8P1 Soil Test Plot Plan Project Name Bemadettala@er Shaun Address 1354 157th Ave New Richmontl Wi 54017 CSTU #226900 Lot Subdivision - Date 4/26119 SE 114 S W 114S 11 T 30 NIR18 W Township Richmond Boring ()Well PL Property Line County ST CROIX , BM or VRP Assume Elevation 100 f . Top of 3l4" pipe System Elevation TED •NRPSameas Benchmark Scale is 1" = 40' unless otherwise noted Ili 11% Slope Area of poorer soils 04 I 107 102. Property Line