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2008-06-25_PERMIT FILE - M2008043
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2008-06-25_PERMIT FILE - M2008043
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Last modified
8/24/2016 3:33:33 PM
Creation date
6/25/2008 10:51:09 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M2008043
IBM Index Class Name
Permit File
Doc Date
6/25/2008
Doc Name
New 110c Appl
From
Rocky Mountain Aggregate & Construction LLC
To
DRMS
Media Type
D
Archive
No
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0 Road Plan of Development for Pinion Ridge Pit <br />1. Purpose and Need for Facility <br />A. what will be built - we plan to use an existing access road to leased private <br />property. See neap <br />B. what is use - accesi to caravel pit ,-,rid the transportation of :'nav;,I to local <br />market. <br />C. what is size - 270 LF x 50" wide <br />D. does proposal involve new construction, reconstruction, or improvement of an <br />existing road - improvement of an existing road constructed he Montrose Count-,E. is the use temporary or permanent - will be used for the life of the pit - <br />minimum of 10 years <br />F. is this ancillary to an existing right - of - way - : to <br />G. type and volume of traffic - damp. trucks. tractor trailers and li`;lit duty; <br />vehicles, _50,000 tons per year are estimated to leave the site (2.000 loads) <br />H. season of user yearly. main portion of volume will `le spnig,, thru fall <br />1. origination and destination of road - starts off of hi vlnvav and proceeds due <br />north 270 If into leased private property. <br />J. alternative routes or locations - none proposed. <br />2. Right - of - Way Location <br />A. legal description - see attached <br />• B. maps tied to section corners and drawings - see attached <br />C. road cross sections, and plans and profiles - ;ravel will be added to existing <br />road to create a stabilized entrance, road wi l l have a crown in the middle with a <br />2% cross slope goincr to a drain a(_ ; ditch on each side of the road. Drainage ditch <br />, ill have 3:1 slopes and drain into the gravel pit site. Storm water run-off will be <br />contained to within the site according the site's SWMP. <br />3. Facility Design Factors <br />A. minimum and maximum engineering standards <br />1. Construction standards of the road - I`.lontrose COU.nc? Road & Bridge - <br />Max Standard, improve ;-_xistfm, road to handle trafti,: in a safe manner - <br />mirlimurn standard. <br />2. Maximum grade & pitch of road -21X0 cross slope <br />3. Drainage ditches - each side of roadl draining into Site <br />4. If road will be surfaced, what will surfacing material be - CDOT Class <br />6 Road Base. <br />5. Length & Width - 2 70 LF x _5 0' <br />6. Cut / Fill diagrams - NA <br />B. detailed engineering plans and specifications for major structures - NA <br />C. temporary areas needed - None needed <br />4. Additional components needed- No additional components needed at this time <br />0
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