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Phase II AND III High volume transducer # 4 was recorded at 17.4 # 5 was at <br />12.5 and # 6 was at 17.9. Low Volume transducer #1 was at .8 and # 2 was at <br />.31. <br />Phase IV high volume solution collection transducer # 7 was at 18.7 # 8 was <br />at 14.0 #9 and 10 read out meters were under going repairs at the time of <br />the inspection. Low volume collection transducer #1 was recorded at 15.4 <br />and # 2 was at 6.6 inches of hydro - static head. <br />Inspected the External pond it was holding more water than was noted during <br />July 3~d inspection, reflection of how much rain the area received since <br />that time. <br />Inspected the under drain area, the upper pond and the upper storm water <br />diversion sump along the west side were holding water. Both the 4-inch pipe <br />and the South under drain were discharging at the time of the inspection. <br />According to Tim the South under drain was measured at 19gpm on 7/10/06, <br />which is also a reflection of the rain fall the area received since <br />July3rd. <br />Note: all hydrostatic readings unless otherwise noted are in feet of <br />hydrostatic head. <br />I & E Contact Address <br />NAME: TIM COMER <br />OPERATOR: _ CCB.V <br />STREET: <br />CITY/STATE/ZIP: vlcmR rn RnR~n <br />CC: <br />cc. r CE <br />r BL <br />r FS <br />T HW <br />r HMWMD NCH) <br />r <br />r SE <br />r WQCD NCH) <br />r OTHER <br />