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2012-04-21_REVISION - C1980007
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2012-04-21_REVISION - C1980007
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Entry Properties
Last modified
8/24/2016 4:56:34 PM
Creation date
5/30/2012 10:44:03 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Revision
Doc Date
4/21/2012
Doc Name
Subsurface Exploration Program, Geotechnical Recommendations, Slope Evaluation and Remediation
From
Kathy Welt
To
DRMS
Type & Sequence
TR128
Email Name
JRS
DIH
Media Type
D
Archive
No
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LEGEND: <br />Landslide (recent) <br />Fill: Generally consisted of sandy clays to clayey sands with pieces of sandstone and claystone / shale bedrock <br />as well as gravel, cobbles and boulders. They were generally fine to coarse grained with gravels, cobbles, and <br />boulders, low to medium plastic, loose to very dense, dry to moist, and brown to dark brown in color. <br />Sand and Clay: Generally clayey sands to sandy clays, and contained layers and lenses of gravels. They <br />were generally fine to coarse grained with some gravels, low plastic, medium dense to very dense, dry to <br />moist, and brown to black in color. <br />Landslide (older) <br />® Landslide: Materials consisted of disarticulated claystone / shale bedrock bound by competent and <br />massively bedded sandstone bedrock that is interpreted to represent the older landslide complex. These <br />materials were fine to coarse grained, gray to dark brown or yellow to tan to red in color, medium to very hard, <br />dry to moist and low to high plasticity. These materials were derived from the Cretaceous -aged Mesaverde <br />Formation. <br />P Drive sample, 2 -inch I.D. California liner sample <br />23/12 Drive sample blow count, indicates 23 blows of a 140 -pound hammer falling 30 inches were <br />required to drive the sampler 12 inches. <br />Depth to water level and number of days after drilling that measurement was taken. <br />Rig Refusal <br />NOTES: <br />1) Test holes were drilled on 09/05/2011 with 4 -inch diameter continuous flight power augers. <br />2) Locations of the test holes were surveyed by a representative of the client and are shown on <br />the site plan provided. <br />3) Elevations of the test holes were surveyed by a representative of the client and <br />the logs of the test holes are drawn to elevation. <br />4) The test hole locations and elevations should be considered accurate only to the degree <br />implied by the method used. <br />5) The lines between materials shown on the test hole logs represent the approximate <br />boundaries between material types and the transitions may be gradual. <br />6) Groundwater level readings shown on the logs were made at the time and under the conditions <br />indicated. Fluctuations in the water level may occur with time. <br />7) The material descriptions on this legend are for general classification purposes only. <br />See the full text of this report for descriptions of the site materials and related recommendations. <br />
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