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REP02887
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Last modified
8/24/2016 11:33:46 PM
Creation date
11/26/2007 10:22:26 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1986104
IBM Index Class Name
Report
Doc Date
2/2/1999
Doc Name
AMENDMENT TO SAMPLING AND ANALYSIS PLAN MONTGOMERY PIT EAGLE CNTY COLO
Media Type
D
Archive
No
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Summary of Addendum to SAP -Montgomery Pit <br />A summary of the revised SAP and subsequent excavation and remediation is given below: <br />1 February Sampling <br />It is now planned that samples from the minus'/: inch road base pile will be obtained in February of <br />1999. The purpose of this sampling will be to build a correlation between the field-capable photo- <br />ionization detector (PID) and the laboratory analysis. In this way, PID readings can hopefully be used <br />to estimate Diesel, Dicamba, Bromacil and 2,4-D when the actual excavation and disposal is <br />conducted, which is planned for May of 1999. Samples of varying PID readings will be collected in <br />order to provide this correlation. A minimum of eight samples will be made overall, and some will be <br />l made deep into the minus 'h pile, in order to determine if material of higher concentration exists as <br />J compared to that already tested. <br />J These samples will be collected by shovel, carefully removing upper material from the pile without <br />mixing it with lower material. The exact location of the samples will be recorded by photos and by <br />tape measurements in order to continue to build information on the pile prior to excavation. The <br />1 depth of each sample will also be recorded. A plan view map of the pile with sample information will <br />J later be compiled and supplied to the Division prior to excavation. A front end loader may dig deep <br />into the pile after sampling to determine if there are any zones of higher concentration. Samples will <br />first be tested in the field using the PID. Portions of the same sample will be preserved for later lab <br />analysis. <br />l During the planned February 1999 sampling, water samples will also be taken in the Eagle River <br />upstream and downstream of the area of concern. A shallow auger hole will also be drilled to <br />groundwater between the original minus 3/4 inch road base pile and the Eagle River. Special care <br />will be taken in drilling this well to prevent any potential soil contamination from entering the <br />groundwater in the drill hole itself. A PVC pipe with a lower slotted section will be inserted into the <br />1 hole for the collection of the samples. Pure sand will be placed on the outside of the slotted section <br />and clay will be used to fill the remaining outside voids to the ground surface. Ground water is <br />1 expected to be encountered 5 to 10 feet from the surface. <br />1 As part of the February 1999 sampling, samples will also be made of the soil below the original <br />minus 3/4 inch road base stockpile. Three samples will be collected from a depth of 18 inches to 28 <br />inches and held for laboratory analysis. Sample locations are shown on Figure 1. <br />Laboratory sampling of both liquid and solid media will consist of the tests and methods described at <br />1 the top of page 22 of the Dames and Moore SAP Report dated December 17, 1998. <br />
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