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2000-07-14_HYDROLOGY - M1977378
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2000-07-14_HYDROLOGY - M1977378
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Last modified
3/30/2021 6:20:46 AM
Creation date
5/31/2012 8:52:43 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977378
IBM Index Class Name
HYDROLOGY
Doc Date
7/14/2000
Doc Name
Seepage Control Plan for Tailings Pond No. 4
From
Standards Metal Corp
To
CDPHE-WQCD
Permit Index Doc Type
Hydrology Report
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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- 5 <br />— /0 <br />— /5 <br />— 20 <br />111 <br />4Ri <br />— 25 <br />— 30 <br />35 <br />40 <br />45 <br />SO <br />.o <br />Z eo <br />OC <br />0 0. <br />0 <br />V? <br />- /2 <br />� 2 <br />//? <br />9? <br />- 9M <br />N R. <br />- 12 <br />NR <br />` 5 h? <br />N.R. <br />_ ?//2 <br />2/ 1 4. <br />. <br />Yl2 <br />4 �2 <br />6 /12 <br />7? <br />_ 1 /1 <br />/ /2 <br />•.4 2Y/2 <br />/Y7 <br />6 /1 <br />N.R. <br />NR. <br />7 42 <br />3 �5 <br />• Indicates water table at time of drilling. <br />• Indicates free -water level 9 days after drilling when checked on 6/3/82. <br />NR Indicates no sample recovered. <br />3 /2 <br />2 <br />N.R. <br />7 /? <br />I5 — ' <br />N.R. <br />10 <br />25 <br />30 — <br />W <br />Q <br />35 <br />40 — <br />45 — <br />50 <br />W <br />Fijure 1. <br />MAN -MADE FILL, 'mill tailings, fine to coarse grained, well graded, moderately moist, loose to medium dense <br />gray (SW) <br />SAND & GRAVEL, glacial outwash, well graded, some cobbles and small boulders, slightly clayey, medium dense, <br />to dense, slightly moist to moist (SC -GC) <br />dd. Indicates interval of difficult drilling. <br />Notes: 1. Test holes were drilled on May 26, 1982, with a 4 inch diameter, continuous flight auger. <br />2. (4/12) location of Standard Penetration Test; indicates that 4 blows with a 40 pound hammer, falling 30 <br />inches, were required to drive a 2 inch diameter sampler 12 inches. <br />3. Elevations taken from survey data supplied by Standard Metals Company. <br />4. The stratification lines represent the approximate boundary between soil type and the transition may be <br />gradual. <br />5. The location of borings were approximately determined by survey supplied by Standard Metals Company. <br />The location and elevation of the borings should be considered accurate only to the degree implied by <br />the method used. <br />6. Water le./el reaeings have been made in the test holes at times and under conditions stated on the boring <br />logs. Tnis data Lis Leen reviewed and interpretations made in the test of this report. However, it <br />must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, <br />:.rtnrc at tn- t ',n r asurements were made. <br />
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