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Flow Monitoring Results <br />Sewer <br />District <br />2017 <br />P/A <br />2018 <br />P/A <br />2019 <br />P/A <br />1 <br />na <br />2.0 <br />na <br />2A <br />6.7 <br />3.0 <br />32 <br />4B <br />3.5 <br />2.6 <br />4.0 <br />5A <br />5.5 <br />3.4 <br />3.0 <br />6 <br />7.5 <br />4.9 <br />1.3 <br />8 <br />4.2 <br />31 <br />2.0 <br />10 <br />3.5 <br />0.8 <br />na <br />11 <br />7.3 <br />5.0 <br />1.4 <br />13A <br />3.3 <br />3.8 <br />3.2 <br />16A <br />7.6 <br />7.7 <br />5.2 <br />17 <br />28.5 <br />3.1 <br />1.3 <br />N. <br />I <br />_h:F-Lawa <br />; I <br />Maw <br />!,' <br />f14 <br />it t <br />`,2 <br />10 <br />7 W <br />wrr <br />... <br />e <br />w� <br />w <br />.aam <br />rr <br />We <br />8 t <br />i 1 <br />15 <br />i i 13 <br />r" �-'� j <br /># <br />f <br />t 1 <br />1 �...r. <br />`�• <br />4 <br />i <br />,3A <br />s ..... . <br />J <br />`4 <br />nam• <br />48 '� <br />rrr <br />_ <br />wrN <br />w <br />.+ wrN wN <br />ws. <br />jj <br />l0 SSMH me1333 .r�r <br />IDSSMH94M <br />N <br />rM <br />q <br />1PA <br />SSMH B-0SB <br />tl53 f P <br />/ <br />II IMMHMH meI-05$ <br />] me 5 1 <br />B MSSMH me1545 ■ <br />■ <br />�~ ){ <br />�,m `A <br />..m 2A <br />5A SSMH SSMH 12-050 N' <br />4B <br />• <br />!d <br />rNN <br />ro �" <br />Y <br />�j <br />2WWW A <br />SSMH 14193 <br />■ <br />0 I= 2.000 <br />�•s• �•wo 1�� <br />I M103 •rya <br />Ayy1 aM1YY <br />EsnVRE.G 0 <br />Fe <br />/ <br />R wM ROT, <br />RW 1111�19 <br />} Ran Gape Peak <br />FkwMmM Lo a5m <br />MCESFMIEstip) <br />vs. Average Flow Rate <br />Gmater M1an].0 <br />DwTO <br />INFLOW17NFILTRATION RESULTS MAP <br />Figure <br />2.4w4O <br />24ro.G <br />2019 Flow Monitoring Results <br />2 <br />SEH <br />-'.��' <br />w.,_.a_ <br />Less Vwn 2.4 <br />Roseville, MN <br />