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2003-10-14_REVISION - M1992069
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2003-10-14_REVISION - M1992069
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Last modified
6/16/2021 6:23:47 PM
Creation date
11/22/2007 1:24:08 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1992069
IBM Index Class Name
Revision
Doc Date
10/14/2003
Doc Name
Concept Phase Report
From
Applegate
To
DMG
Type & Sequence
TR5
Media Type
D
Archive
No
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North Eagleview Oroinoge Concept Phase <br />SUMMARY <br />The table below smimortius coat differences and attempts to rmk each alternatds rebfive impact on the erdsting <br />Eagkvrew Pad, ar the bndswpe, and an the wildlife habitat that edsis presently m the #3 Ditch bodes and m the <br />cettanwood gets adjacent to the Pad. <br />Note that the costs shown for the'Pad" concept are rat estimated total project costs, but only the cost of the <br />differences betwxn the two ahuantes of ihe'Pad' mrKept. Since the difference Ls so great, are did rwt <br />consider it feasible to purge further Alternate 1- Cansfevef Regiaal Pad. The costs listed far each akermte <br />fader Caicept'Flor are told estimated project cost - oonatnxtian, rwrrtmgvxy, engineering and lad purchase - <br />ard inchde the cosT of building the brge charnel to the Gravel P-it pad. <br />Canporlaai Impact m <br />g ~ <br />s <br />• M <br />Concept Alternate Cost Lad ~ o ~ <br />(~) <br />POND Rcgian/Datenlian Pond <br />1. Construct Regioral Detention Poml rwrth of #3 Oitch with small channel 5748,000 15 <br />2. Construct Inge chamiel from #3 Ditch to Gravel Pit pond north of F St 5405,000 5.5 <br />cast difference any 5343,000 <br />FLOW Convey fagkvKet Ax'dexcessacrc~s Ae3Oitrh <br />i_ Armor existing Eajkview Pond spilAvay and build beg #3 Ditch weir 51,234,000 5.5 bw high high <br />2. Separate Larson Oitch in new channel and fhime over #3 Ditch 51,206,000 5.5 high high bw <br />3. Modify Eogkvkw Pad spilhwry and build fh.ne over #3 Ditch 5867,000 5.5 mod bw bw <br />estimated Mta/project costs rnchraus brye chmmc/ <br />DITCH Limit lf3 Ditch davrntreanr discharge <br />1. Determine size and design of spill structae and coraiection to other concepts <br />2. Determine revised storm water runoff to #3 Ditdr from new devebpments <br />3. Verify or revise Pbn recommerdation for iertermedate spill at 49th (ext) 50 0 <br />Hydrmlic modeling results at certain key points for each ottemate of the `Flow' caKept ore sanmarzed m the <br />first table in the Appendix. <br />~~ <br />~~ <br />• <br />~~ <br />~~ <br />~~ <br />
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