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SE22-000020 - septic design
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3505 Watertown Road - 32-118-23-43-0007
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SE22-000020 - septic design
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Last modified
8/22/2023 4:41:34 PM
Creation date
6/22/2023 8:55:46 AM
Metadata
Fields
Template:
x Address Old
House Number
3505
Street Name
Watertown
Street Type
Road
Address
3505 Watertown Road
Document Type
Septic
PIN
3211823430007
Supplemental fields
ProcessedPID
Updated
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WELL rdEsoks: 20 Wtouwerllneregs MONpeswretnlform f5miforl5min) <br />Wroessam q Iarto GraLRkld wM sblWw well <br />PROPERTYLINES ares[ 1PNettry[Mrg <br />Roadanback: platrM: tri prep fear, Mater ft DYM: Out of road comment, or wtn floor. <br />FAKE I BLUFF rdrazk: Wolf NUN. IaMn:GO_,RO_,NE_ Pmtactcdwxtlanf_, <br />BuldirrgsdMtks: IOlwe'rtryti 213lcrdescertalarea. <br />WATER LIMB UMn pawn IOWLed,renk@masher lend. mue sorter line a 12" rNnw) <br />Sewar line E tax connection mo NN SPS, Iongswrep W or 2J5's, seopu mimmum t"In 6.1%1 <br />Ino deprM1 rtps, clean auterxry I W, Xr,100prl <br />Septk rnrikand rhtts Partes tight rears, haters, Invea4tl, properdepol, existing r'admist by WmplMl <br />MN_ 22W Reform none <br />Bear over outlet, Hear over lnat or rental, and R.Insµ¢tlon pipe over any remaining banded. <br />No emitters fllttt E alum <br />Merenk, risers and Film3 (watrr tight dors, Instated, proper dept, Shensi <br />mfg_ 12W Sent <br />Is .6 mi1IN 8.4 hrO <br />holm pump 9 Ran 28 head VEFIIFYPUNPCURVE 0.6 on 0x BA vert <br />verity that Borrowed Y Mlcallxtfrcm pumpblahrah re thanfnlgn value 32 het <br />float Setting drop 3.0 Inches at 75.5 JBm'Bf51GNEW 2.5 Inchn dppaaNut [e1M @ngN <br />no Raldx dMdMEY Rpl'INSTALUEDT. Inches Neat crop Bleed carrectM <br />IAPEL Wmp rttylremenrs abs drawhmn m fwn paMl <br />�2.lock reachade Iran grade' 3Pmix. J.rakaaep Mh. SurTYY llrc azcess Iw NrO N'sl <br />En Iaz11 ontrotpipe: YIMO,slopedmenth SUppahre b) Amer sleeveacwnpctetl, abs burxN 6'�. <br />ficav tees r orales: pend a elttreralcmrrectkns 1 m level Naim <br />Trail maasuremenl. Cf. ETM, nese tlosetl, Mmea.hr meter <br />mound rock di on arta muga up <br />Round rock 10.0 x n.0 <br />Sand let depth rs IrcFesu�r lert:rvm maer. vFntarcerWmmS <br />Absorption Sand beamd rock 0_0 ualepe 17.0 MvrnA;e <br />Bemed topnt berme rosined 10 union, 10 domain 21 doNnrltpe <br />robs depth a 1216, MIT <br />3 Merl 0Tfrom eery of rock) <br />2.W Ruan pipe sin (Sow PIKa Rttngr) <br />3_0 ftlimemiswing <br />e w^ hishwoarwm <br />3_0 ftpertaatkny¢ceng <br />AAir later at end of Idem1h, and at top Sand manifold if re[emry. VERIF! <br />Dean ons Ino hard90x3 <br />f inspection PIK to WtNm of rock, arcMad VEWFY <br />Andndon exis Wrtem- If Kornai =Re use existing tank certification <br />monitoring pan and BK <br />wellabaMrnmmtform Ifnecarmry <br />
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