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<br />-. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br />I <br /> <br />1 <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />D A V IDE v AN SAN D ASS 0 C I ATE S, <br /> <br />II <br /> <br />INC. <br /> <br />DEA MEMORANDUM <br /> <br />m So. Wadsworth Blvd. <br /> <br />TO: <br /> <br />FROM: <br /> <br />Building4- Suite '50 <br /> <br />DATE: <br /> <br />lJJk=ood. CO 80226 <br /> <br />SUBJECT: MT-2 FORM 6 EXPLANATIONS <br /> <br />Td: 303'914-'0'9 <br /> <br />PROJ. #: <br /> <br />Fax: 303.914-1023 <br /> <br />COPIES: <br /> <br />MT -2 Form 6, Part 2 - Channel Description <br /> <br />The channel inlet and outlet, as well as a majority of the reach within this project will not be changed, A pond will be graded <br />into the chafUlel upstream of station 3580 to help reduce velocities within the creek. The channel shape and materials will be <br />the same as the existing channel. <br /> <br />MT-2 Form 6, Part 4 - Drawing Checklist <br /> <br />The details of the pond are shown in the topographic workrnap. The inlet and outlet of the channel will not change, there will <br />be no accessory structures, the channel lining will not change, and the channel cross sections will not change. <br /> <br />MT -2 Form 6, Part 5 - Hydraulic Considerations <br /> <br />The channel was not redesigned, therefore this section is not applicable. Any changes in the cross section at the location of the <br />pond are covered in the Hec-2 Hydraulic model for the proposed conditions, <br /> <br />I p:\caddproj\fahoOOO I \fema\explanation6.doc <br /> <br />OlJblillJdlJJg /lJo!t ';<;IOIllds Ollhtmllhllg QUllllt}' <br />