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<br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Table 3,2 Inventory of Existing Drainage Facilities for the Tri- Town Basin. <br /> <br /> Maximum Maximum <br />Facility Name Location Condition Storage Discharge <br />and/or Type [UDSWMM lD] Volume Capacity! <br /> (acre- ft) (cfs) <br /> MAIN CHANNEL <br />WCR 24 Arch CMP Between WCR 11 and WCR 13 N/A 60 <br />[252] poor <br />WCR 22 Arch CMP Between WCR 11 and WCR 13 good N/A 80 <br />[253] <br />WCR 20 Arch CMP Between WCR 11 and WCR 13 good N/A 40 <br />[254] <br />Milavec Lake Arch CMP Access Road to Milavec Lake from good N/A 190 <br />WCR 13 [N/A] <br />WCR 18 Bridge West of WCR 13 [255] good N/A 750 <br />WCR 13 Bridge South ofWCR 18 [256] good I N/A 1,500 <br />WCR 16 RCB East ofWCR 13 [760] good I N/A 710 <br />Main St RCB Corner of 8th and Main St in SW good N/A 520 <br />Frederick [761] <br />SHW 52, 4 CMP's East of WCR 13 [262] good N/A N/A2 <br /> OTHER TRIBUTARY STRUCFURES <br />WCR 13 CMP Between WCR 20 and WCR 18, good N/A 30 <br />Sewage Plant Outfall [275] <br />UPRR Embankment Ponds Between WCR 22 and WCR 24 fair 67 190 <br />Ir372] <br /> <br />1 Maximum discharge capacity prior to overtopping, assuming no obstructions <br />2 Assumed to be ineffective due to potential debris loading <br /> <br />T:IOPEMCoweldOJ\coweldOJ rev Inl rpt.wpd <br /> <br />3.3 <br /> <br />January /8, 2000 <br />