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<br />Ben Urbonas - Urban Drainage and Flood Control District <br />Paula Lundquist - Jefferson County <br />Bob Deeds - City of Littleton <br />Larry Lang - Colorado Water Conservation Board <br />Bruce Buttner - Olsson Associates <br />David Krickbaum - Olsson Associates <br /> <br />6. There is an existing detention pond west of Kipling Street, between Ken Caryl <br />Avenue and Chatfield. Paula will look for plans that will identify the location of the <br />outfall for this pond. <br /> <br />7, The next meeting will be on March 31, 2004, 9:00 at Olsson Associates' office. <br />Alternatives, costs and pros and cons of the alternatives will be discusses, <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />I <br />I <br />I <br />I <br />I <br />. <br />I <br />I <br /> <br />0\. <br /> <br />Massey Draw and SJCD Update <br />Project Meeting Minutes <br />March 2, 2004 <br />Page 2 of 2 <br /> <br />OLSSON ASSOCIATES <br /> <br />EN G IN E E RS' PLAN N E RS' SClE NTIS T5' SURVEYORS <br /> <br />MEETING MINUTES <br /> <br />4. Larry Lange noted that a new bridge, downstream of C-470, has been identified in <br />the Chatfield Recreation Plan. The design flows for the new bridge have been based <br />on the size of the existing culverts under C-470. He asked what the flows will be <br />from the masterplan update. Based on the Urban Drainage and Flood Control <br />District (UDFCD) 1985 memorandum, the flows at C-470 will be about 3000 cfs. A <br />copy of the memorandum was given to Larry. <br /> <br />143 Union Blvd. Suite 700 Lakewood, CO 80228720-962-6072 <br /> <br />Massey Draw and SJCD (South) Update <br />OA Project No. 02-2003-1321 <br />March 2, 2004 <br /> <br />5. Problem areas along the study reaches were identified and discussed. Generally, <br />the problems that have been observed include channel and bank erosion. Low flow <br />grade control will be evaluated in these areas. Massey Draw and the North Tributary <br />of Massey Draw may not have adequate capacity downstream of Carr Street. <br />Opportunities for regional detention will be explored to attenuate the flows <br />downstream of Carr Street. <br /> <br />Attendees: <br /> <br />Discussion Items: <br /> <br />1. Olsson Associates (OA) received an e-mail from Larry Mugler, in response to the <br />February 18, 2004 meeting minutes, encouraging the use of the future land use map <br />currently adopted by the county. It was confirmed by the sponsors that that is the <br />intent. Although the community plan for South Jefferson County will be updated later <br />this year, the study area is essentially built out and the changes to the community <br />plan are anticipated to be minor, with insignificant impacts on the hydrology. <br /> <br />cc: Attendees via e-mail <br />Russ Clayshulte via e-mail <br />Paul Winkle <br />Kent Wiley <br />Larry Lang via e-mail <br />Gene Reetz <br />John Liou <br />Bill Kieck via e-mail <br />Melissa Chew via e-mail <br />Tim Carey via e-mail <br />Larry Mugler via e-mail <br />Rick McLoud via e-mail <br />Scott Franklin via e-mail <br />Sean Warren via e-mail <br />Justin Werdel via e-mail <br />Alecia Cope via e-mail <br /> <br />2, The discrepancies between the watershed areas from the original masterplan and <br />the areas delineated by OA for the update have been reconciled, The original <br />masterplan did not include the North Tributary for SJCD (South), whereas the update <br />does, When this is taken into account, OA's area for SJCD (South) is 3% greater <br />than that used in the original masterplan. OA's delineation of the North Tributary for <br />Massey Draw is slightly different than that used in the original masterplan, <br />Therefore, OA's area for the north tributary is 16% greater than that used in the <br />original masterplan, however, the total area for Massey Draw is 2% smaller. Ben <br />asked that these differences be noted in the report. A table was distributed <br />comparing the areas from the original masterplan and the update. <br /> <br />3. The hydrologic modeling is progressing. Ben suggested that the impervious values <br />could be reduced. Commercial and industrial area could be reduced from 95 to 85%, <br />multi-family could be reduced form 75 to 70%, and open space areas could be <br />reduced to 0%. OA and Ben will meet separately to review and discuss calibration of <br />the model to approximate the discharges from the original master plan, <br />