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HYDRO27635
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HYDRO27635
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Entry Properties
Last modified
8/24/2016 8:47:04 PM
Creation date
11/20/2007 8:15:25 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1982055
IBM Index Class Name
Hydrology
Doc Date
12/9/2005
Doc Name
2005 Sedimentation Pond Certification
From
Peak Project Management LLC
To
DMG
Permit Index Doc Type
Sediment Pond Inspections
Media Type
D
Archive
No
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RATON CREEK SEDIMENTATION POND <br />Certification of Primary and Emergency Spillway Modifications <br />A survey of the Raton Creek Pond was conducted on November 22, 2005 to verify and <br />confirm that recent modifications to the Primary Discharge Inlet and Emergency <br />Spillway were constructed In substantial accordance with the approved plan as detailed in <br />the Raton Creek mining permit. <br />Survey Methodology <br />N4 survey monuments were readily available. Therefore, the crest of the emergency= ~_~-- <br />- spillway outlet was assurried-to be the design e levation of 6346 feet. The survey level <br />was set-up on the south interior side-slope of the embankment and rod level readings <br />were taken along the emergency spillway, pond embankment, water level, and primazy <br />dischazge inlet. Emergency spillway dimensions were measured with a survey tape. <br />Survey Data <br /> As Constructed Design Criteria <br />Elevation of Pond Embankment <br />Crest South of Emergency Spillway 6355 Not Specified <br />Crest North of Emergency Spillway 6352 Not Specified <br />Emergency Spillway <br />Inlet 6345.9 Not Specified <br />Outlet 6346 6346 <br />Slope % 0.1% 1-5 <br />Bottom Width 10 ft. 10 ft. <br />Sideslopes (H:V) 3:1 3:1 <br />Shape Trapezoidal Trapezoidal <br />Freeboard 5 ft. 1 ft. <br />Spillway Channel Riprap Gravel Gravel <br />Primary Spillway <br />Invert Elevation 6345 6345 <br />Invert Diameter 4 in. 4 in. <br />Water Elevation 6340 6340 <br />Sediment Elevation (Estimated Average) 6339 6341 <br />Evaluation of Construction <br />The structure, as modified, substantial conforms to the design criteria. The reduced slope of <br />the emergency spillway (0.1 % vs. 1-5%) and increase freeboard (5 ft vs. 1 ft) will not <br />adversely affect the functionality of the structure. <br />Page 1 of 2 <br />
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