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': Ptrmirs <br /> <br /> <br />TABLE 2.04.7-Z <br />LORENCITO C.4rNYON i`ILNE <br />SURFACE STATION BASELINE FLOW DATA (CFS) <br />iVlonitoring Site 'n', number of <br />sam lin events Dfinimum iilarimum Mean <br />Lorenci[o Canyon <br />LC-1 l0 t.8 100 2.8~ <br />LC-? l0 0 105 0.95 <br />LC-3 10 0 l91 0.815 <br />LC-4 10 0 84 2 ?87 <br />Cow Canyon <br />CWGI 10 0 125 0.23 <br />CR'G2 10 0 7 0 <br />Jeff Canyon <br />JC-l 10 0 220 O.l <br />Puerteciro Canyon <br />PC-l l0 0 3d0 0.1 <br />Bonita Canvon <br />BC-I 10 0 ? 0.' <br />Chimney Canyon <br />CC-l l0 0 [?~ 0 <br />.~lamosa Canvon <br />AC-I 10 0 l00 0.015 <br />Storm flows at the site were monitored using crest gauges. De[ails of crest gauge construction are <br />included in the methodologies section of this report. These gages were monitored monthly at the <br />surface stations. Crest gauge data was interpolated to flow data utilizing the stream rating curves <br />detailed in the methodologies section. Generally, the highest flows were detected in August or <br />September. S[otm evens were not seen in these gauges in the months of January through June. <br />The highest flow de[ermined from these gauges was 240 cfs at the Li[tle Pine Canyon Station. All <br />flows are summarized in further detail in the Surface Water Technical Report (Exhibit 8). <br />Springs were also monitored monthly for flow, Spring flow ranged from 0.1 to 1?.25 g.p.m. <br />during the baseline monitoring period (Table 2.04.7-31. The springs SPBC-1. SPBC-2, SPBC-3. <br />SPBC-5. and SPCC-1 are perennial springs. The other springs exhibited months with less than <br />0.10 g.p.m. flow and are considered intermi[ten[. <br />,,:R,,,T.,. ,,,~,;~~.,~~ =.04-''_3 (revised 6/;0/971 <br />