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Last modified
11/23/2009 1:21:55 PM
Creation date
10/4/2006 9:13:24 PM
Metadata
Fields
Template:
Floodplain Documents
County
Jefferson
Community
Jefferson County
Stream Name
Coon Creek, Goldsmith Gulch, Lilley Creek
Title
Floodplain Information Report
Date
10/1/1971
Prepared For
Denver Regional Council of Governments
Prepared By
US Army Corps of Engineers
Contract/PO #
&&
Floodplain - Doc Type
Floodplain Report/Masterplan
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<br /> TableS/Continued) <br /> FLOOD PLAIN REFERENCE DATA <br /> GOLDSMITH GULCH <br /> Intermediate Standard <br /> Distance Str8llm Reg 10M I Project <br /> F,~ """ flood """" <br /> Reterence SurveYII '-tooth Elevation Elevation Elevation Ileari".}! <br /> Identification Point Syrnbol- Feet Ft.M.S.L. ft.M.S.L. ft.M.S.L. <br /> > <br /> Cross Sedlon S-5 57A 23,770 5543.0 5553.8 5563.4 <br /> Proposed Interstate 23,700 5542.5 U/S 5553.8 U/S 5563.4 <br /> Highway 225 O/S 5548.6 O/S 5549.3 <br /> ITwin 12'\lx6'HConc. .", <br /> " G5S-58 23,530 5542.1 5547..> 5548.1 , "" r <br />~ 56 GSG-57 22,810 5537.7 5545.8 5546.5 , 89" . <br />. <br /> LQulncyAve. 5S G5G-56 22,600 5538.5 U/S 5545.6 u/s 5546.3 <br /> lR/CBo><l o/s 5541.7 o/S 5542.4 <br /> (26'-0"><3'-6") <br /> " G5G-5'; 22,480 5537.3 5541.2 5541.8 , ea" r <br /> 53 G5G-54 21,990 5533.5 5537.8 5538.7 9 86" r <br /> 52 GSG-53 2J.280 5527.0 5532.0 5533.6 9 "" F <br /> 51 GSr,.52 20,730 5521.8 5527.9 5528.9 . ,,' F <br /> Princeto'lAve. SM 20.650 5520.6 U/S 5527.9 U/S 5528.9 <br /> ITwin56"x28" O/S 5525.2 O/S 5526.4 <br /> Elliptic.1 Pip"') <br /> Cross Section 4-4 SO G5G-51 20,230 5516.0 5522.2 5523.3 U 72" F <br /> " GSG-50 19,110 5506.6 5512.1 5513.6 9 ,," F <br /> " G5(',-49 18,410 5500.1 5508.0 5509.0 U ,," F <br /> <br />~~- <br /> <br /> Table 8 (Continued) <br /> FLOOD PLAIN REFEREt-K:E DATA <br /> GOLDSMITH GULCH <br /> Intermediate 5tllndllrd <br /> Distance 5tr8llm Reg 10011' Project <br /> F,~ "'" """" """" <br /> Reference Survey I 1 Mouth Elevation Elevation ElevatIon Bear I n.J! <br /> Identification PoInt Symbol- Feet Ft, M.S.L. Ft.M,5.l. Ft.M.5.L. <br /> L Kenyon Ave. " G5G-48 18,280 5497.3 U/S5508.0 U.S 5500.9 <br /> tTwin54"x36"& 0/55503.9 O/S 5505.3 <br /> One 60":<41" <br /> ElllptlcalPloe) <br /> " G5G-47 18,170 5495.4 550:5.2 5504.8 U "" F <br /> " G5G-46 17,750 5494.0 5502.2 5503.7 " SS" F <br />~ " GSG-45 17,130 5488.6 5499.9 5501.2 U "" F <br />~ <br /> Cross Section 3-3 " GSG-44 16,480 5486.0 54%.5 5499.1 U 85" F <br /> F. Hamp,jenAve. " G5G-43 16,380 5484.8 u/S 5496.4 u/S 5499.0 <br /> (Twin 9'\lx8'H & 0/5 5494.8 O/S 5497.5 <br /> 0" 12'Wx8'H COne. "'"' <br /> " 15,950 5482.5 5492,3 5494.0 <br /> " GSG-41 15,000 5480.0 5484.3 5485.6 U M" F <br /> " GSG-40 13,000 5472.7 5477.8 5479.4 U no F <br /> " GSG-39 12,290 5468.3 5477.3 5478.6 U "'" F <br /> F. oartmouth"ve. " GSG-,8 12,200 5468.4 U/S 5477.3 u/S 5478.5 <br /> (31)"Conc.Pipe) 0/5 5477.2 OIS 5478.4 <br /> Highlin..C..""1 " e5G-,7 12,110 5461.6 U/S5477.1 U/S 5478.2 <br /> (42"Conc.Plpel 0/S5470.6 O/S 5472.1 <br />
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