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1.• <br />LS <br />t. <br />L <br />i <br />L <br />to <br />r <br />1 <br />1 <br />I� <br />t <br />LL -15C9 <br />LL -15C10 <br />LL -2481 <br />LL -24R2 <br />LL -2483 <br />LL -2484 <br />LL-30R5 <br />79 <br />size /type: 15" CMP <br />location: crosses Holly Dr. <br />flow: S to N <br />sediment load: clear <br />conditions good <br />size /type: 15" CMP <br />location: crosses Holly Dr. <br />flow: N to S <br />sediment load: clear <br />condition: good <br />size /type: 24" RCP <br />location : crosses Centerville Rd. just S of Holly Dr. <br />flow: W to E <br />sediment load: mostly clear <br />conditions OK <br />size /type: 24" RCP <br />location: crosses Centerville Rd. N of Ash St. - <br />flow: E to W <br />sediment load: seriously obstructed on E by sticks /mud(beaver dam); <br />mostly clear on W <br />condition: OK <br />size /type:_--24" -RCP <br />location: crosses near E base of Ash St. at Centerville Rd. <br />flow: S to N <br />sediment loads 2/3 full on N /clear on S <br />condition: fair - deteriorating(esp. on edges - steel support rods <br />exposed); aging <br />size /type: 24" RCP <br />location: crosses Ash St. W of Centerville Rd. <br />flow: N to S <br />sediment loads i full on S /clear on N <br />condition: OK - beginning to deteriorate around edges <br />size /types 30" RCP <br />locations crosses Ash St. W of Centerville Rd. <br />flow: N to S • <br />