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of Van at the greenway- bikepath area and an additional catch basin in a low point near the west end of the proposed new curb section and connect to the proposed new manhole. • Status: No change since `97 CIP List • Date identified as a CIP: (Nov. `97, Mar.'98, July `98) 8 of 23 Cherry Drive - South off Harlow o PWM Contact: Brian Elliott o PWE Contact: Gale Mills Current Problem: Large amount of standing water on both sides of unimproved street. There is currently minimal positive drainage in this section. • Recommended Solution: Replacement of the standpipe inlet on the West side of the intersection with a City standard catchbasin. Construct a drain line North from a new and existing catch basin to extend service. Install area drains along the storm line extensions, and re -grade the parking strip. • Status: Submitted to Engineering July `98. • Date identified as a CIP: (July `98) 9 of 23- Old Dillard Road o PWM Contact: Dave Ritter o PWE Contact: Bob Terrel Current Problem: Heavy runoff washes gravel and rocks from the un improved half of the street into the improved section. This section of street is very steep. The side slope of the improved half does not appear to be adequate to direct all of the runoff to the curb. Higher flows traverse across the improved section and travel down the unimproved side. These high flows wash the gravel and sediment down the street and ultimately into the travel lane of the improved section. Secondly, the single curb inlet at the bottom of the improved side does not appear to be adequate in size and location to manage the high velocities and flows, field inspections have determined that a substantial amount of runoff flows past this catch basin during large events. • Recommended Solution: An accurate topographic survey of the street section to determine the current drainage patterns. Construction of some type of drainage facilities along the edge of the existing paving to pick up the flows from the improvements and route them to the existing swale. Installing a catch basin at the bottom of every driveway crossing on the unimproved side may be necessary. • Status: Submitted to Engineering July `98. • Date identified as a CIP: (July `98) 10 of 23 - Buck Street - @ 15 Ave. o PWM Contact: Jack Long o PWE Contact: Sharlett Rice Current Problem: Approximately 400 feet of curb and gutter street surface drains east off 15 Ave. onto the unimproved intersection of Buck Street and then on to City park property. There are some low points in the intersection which create ponding problems • Recommended Solution: Extension or reconfiguration of existing storm system to capture drainage. • Status: Submitted to Engineering July `98. • Date identified as a CIP: (July `98) 98 CIP 11/98 bne