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REV89689
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REV89689
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Entry Properties
Last modified
8/25/2016 3:11:34 AM
Creation date
11/21/2007 10:54:21 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1984065
IBM Index Class Name
Revision
Doc Date
12/12/1994
Doc Name
PERMANENT DIVERSION DITCHES NCIG COAL RIDGE 1 ALL CHANNELS AR 2% SLOPE
Type & Sequence
TR10
Media Type
D
Archive
No
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• -17- . <br />' Cut and fill slopes should be revegetated or protected <br />against erosion by other means. In general, revegetation of <br />slopes steeper than about 1 1/2 horizontal to 1 vertical will be <br />difficult. To help revegetate very steep cut and fill slopes a <br />geogrid or mesh to help the root system of the vegetation begin <br />can be used. In addition to revegetation to help prevent <br />erosion, surface water should not be allowed to discharge uncon- <br />trolled onto the cut and fill slopes. Uncontrolled runoff can be <br />prevented by use of ditches at the tops of slopes and lined or <br />riprap ditches on the slopes to handle discharge down the slopes, <br />Surface water should not be allowed to pond within 10 feet of <br />buildings or structures. Moisture imfiltration could adversely <br />impact foundation and floor slat: members. Perimeter backfill <br />should be compacted to the job specifications and have a surface <br />slope of at least 5~ (non-paved areas) away from structures, <br />Vegetation requiring regular watering should not be located <br />within 10 feet of the building perimeter. <br />BUILDING AND SITE MAINTENANCE <br />Proper building and site maintenance becomes the owner's <br />responsibility after completion of the construction. A preven- <br />five maintenance program should be established for certain <br />geotechnical aspects of the surface facility site. The mainte- <br />nance program should identify and correct problems related to; <br />1) Poor surface drainage; 2) Swelling or setCling soils; 3) Slope <br />erosion and 4) Instability of graded slopes. <br />Chen & Associates <br />
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