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2013-05-02_PERMIT FILE - M2013026 (10)
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2013-05-02_PERMIT FILE - M2013026 (10)
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Last modified
8/24/2016 5:20:08 PM
Creation date
5/8/2013 11:11:22 AM
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Template:
DRMS Permit Index
Permit No
M2013026
IBM Index Class Name
Permit File
Doc Date
5/2/2013
Doc Name
New 110(2) Application, Part 1
From
Lockland, LLC
To
DRMS
Media Type
D
Archive
No
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�'�,� <br />END SECTION DETAIL (PLAN VIEW) <br />GEOTEXTILE SHALL BE FADED AROUND TWO POSTS <br />ONE FULL TURN-SECURE GEOIEXTILE TO POST <br />WITH THREE STAPLES MUrIMUM. <br />POST B /GEOTEXTILE SECTION B <br />GEOTEXTILE SECC\ A <br />POST A <br />JOINING SECTION DETAIL (PLAN VIEW <br />FOLD GEUTEXTILE AROUND EACH POST ONE FULL <br />TURN.SECURE GEOTEXTILE TO POST WITH THREE <br />STAPLES MINIMUM. <br />POSTS SHALL BE TIGHTLY ABUTTED WITH W <br />GAPS TO PREVENT POTENTIAL FLOW - THROUGH <br />OF SEDIMENT AT JOINT. <br />ISOMETRIC VIEW <br />BMP DETAILS - SILT FENCE <br />LOCKLAND, LLC - HOPEMORE SHAFT <br />LEADVILLE, COLORADO <br />SECTION A -A <br />TOE OF SLOPE PROTECTION <br />FIGURE: <br />BMP -3 <br />Prepared by: DJM <br />Reviewed by: DJM <br />Revision Date: 07 -28 -2011 <br />NOTES <br />1. 51LT FENCE SHALL HAVE A MAXIMUM DRAINAGE AREA OF M- WARTER <br />ACRE PER IDO FEET Ff SILT FENCE LENGTH;MAXIMUM SLOPE LENGTH <br />BEHIND BARRIER IS IDO FEET; MAXIVU1A GRADIENT BEHIND THE BARRIER <br />GEOTEXTILE- <br />IS 2.1. <br />J I2" BURIED IN TRENCH <br />AND FiRYLY ATTACHED <br />TO <br />IO" I TD POST <br />2.50.T FENCE USED AT TOE OF SLOPE SHALL DE PLACED 5 TO 10 FEET <br />✓ "4" 6" 6" <br />BEYOND TOE OF SLOPE TO PROVIDE STORAGE CAPACITY. <br />GEOTEXTILE <br />STAPLED TO <br />YIN. 2A" TWNCH <br />1. SILT FENCE SHALL BE PLACED ON THE CONTOUR,WITH ENDS FLARED <br />POSTS (TYP.) <br />MIN. FLOW <br />UP SLOE. <br />MiN. <br />M- <br />t COMPACT <br />iii BACXFP L <br />IE <br />CH <br />IPEN "H <br />SILT FENCE <br />°`D <br />GEOTE XTILE STALL BE ATTACHED TO W= POSTS WITH THREE OR � <br />9 <br />SILT FENCE <br />UORE STAPLES PER POST. <br />STAPLES SHALL BE <br />WOOD POST 54ALL BE I' %d' X 1' /," NOMINAL. <br />�'�,� <br />END SECTION DETAIL (PLAN VIEW) <br />GEOTEXTILE SHALL BE FADED AROUND TWO POSTS <br />ONE FULL TURN-SECURE GEOIEXTILE TO POST <br />WITH THREE STAPLES MUrIMUM. <br />POST B /GEOTEXTILE SECTION B <br />GEOTEXTILE SECC\ A <br />POST A <br />JOINING SECTION DETAIL (PLAN VIEW <br />FOLD GEUTEXTILE AROUND EACH POST ONE FULL <br />TURN.SECURE GEOTEXTILE TO POST WITH THREE <br />STAPLES MINIMUM. <br />POSTS SHALL BE TIGHTLY ABUTTED WITH W <br />GAPS TO PREVENT POTENTIAL FLOW - THROUGH <br />OF SEDIMENT AT JOINT. <br />ISOMETRIC VIEW <br />BMP DETAILS - SILT FENCE <br />LOCKLAND, LLC - HOPEMORE SHAFT <br />LEADVILLE, COLORADO <br />SECTION A -A <br />TOE OF SLOPE PROTECTION <br />FIGURE: <br />BMP -3 <br />Prepared by: DJM <br />Reviewed by: DJM <br />Revision Date: 07 -28 -2011 <br />
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