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GENERAL51618
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Entry Properties
Last modified
8/24/2016 8:37:48 PM
Creation date
11/23/2007 6:57:45 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981038
IBM Index Class Name
General Documents
Doc Date
10/3/1986
Doc Name
FOUNDATION DESIGN CRITERIA FOR PROPOSED 200000 GALLON WATER STORAGE TANK
From
GOLDER ASSOCIATES
To
COLO WESTMORELAND INC
Permit Index Doc Type
GENERAL CORRESPONDENCE
Media Type
D
Archive
No
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P. c <br /> <br />! . .. III IIIIIIIIIIIII III <br /> 999 <br />~~ Golder Associates <br />CONSULTING GEOTECMNICAL A~jN~D^MINING ENGINEERS <br />`~' ~~~ <br />September 30, 1986 QCT ~ 986 <br />Plll~lEf] I.At~D RECL",{~,'~~ <br />CcPc. dept. et Matura! Fe<;o;,. <br />Colorado Westmoreland, Inc. <br />P.O. Box E <br />Paonia, Colorado 81428 <br />~.. <br />Cc ; ~ L ~'d~~-- ~ <br />~~"Y1 ~~ ~~~ . <br />Our Ref: 863-2032 <br />Attention: Ms. Kathleen A. Welt <br />Environmental Specialist <br />RE: FOUNDATION DESIGN CRITERIA FOR PROPOSED <br />200,000 GALLON WATER STORAGE TANK <br />Dear Kathy: <br />This letter summarizes the foundation design and drainage <br />recommendations for the proposed 200,000 gallon water tank <br />to be constructed close to the new portal of the rchard <br />Valley mine. We understand that the water storage tank wi <br />be cons ructed from steel; have a diameter of 39 feet and a <br />height of 29 feet. <br />We also understand that the tank will be constructed near <br />the boring DH-81. At this location, approximately 15 to 20 <br />feet of colluvium can be expected. The colluvium consists <br />of a stiff clay with basalt boulders. The clay underlying <br />the tank may be saturated. <br />Using the strength parameters already developed for the <br />colluvial soils at the mine bench an allowable bearing <br />capacity of 2,700 pounds per square foot was calculated. <br />The loading from the tank will be approximately 1,500 pounds <br />per square foot. Therefore, the allowable bearing capacity <br />for this soil exceeds the maximum tank loading. <br />No consolidation test data is available on the colluvial <br />soils in the vicinity of the tank. Therefore, a quantita- <br />tive estimate of the settlement beneath the tank cannot be <br />made. However because a factor of safety of three was used <br />to calculate the allowable bearing capacity and because the <br />actual loading imposed by the tank will be only approximate- <br />ly one half of the allowable bearing capacity, it is our <br />opinion that settlement beneath the tank w~~ be within <br />tolerable limits. <br />GOLUEFI ASSOCUTS$ ING ^]01 W COLFA% AvEN UE SURE 2)5 GOLDEN IGENVE RI COLORADO BOJ01 U 5 A ~ TEiE PI+ONE OOJI P8~866d <br />OI iICFS IN f.ANA NA •IIN IiFO STAiFS ~ IIN Ii FfI NINf:f1f14 AI iQ RAi ie <br />
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