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2900 - Site Mitigation Program
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PR0515453
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
12/11/2019 5:02:52 PM
Creation date
12/11/2019 4:21:31 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0515453
PE
2950
FACILITY_ID
FA0012156
FACILITY_NAME
NORTH SHORE PARCEL
STREET_NUMBER
0
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
FREMONT ST
QC Status
Approved
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EHD - Public
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Jerry Lile <br /> February 20, 2004 <br /> Page 2 <br /> COMMENT AND RECOMMENDATIONS <br /> 1) The Remedial Design and Implementation Plan (RDIP) is not signed by an <br /> appropriate professional (i.e. Registered Geologist or Professional Civil Engineer). <br /> RECOMMENDATION <br /> The RDIP should be signed by an appropriate professional. <br /> 2) Pages 5 through 6, Section 4.2.1, Sidewall Sampling: Sidewall samples will be <br /> collected from each side wall that corresponds to the middle of the side wall. The initial <br /> depths of excavations will be one foot below the depth of samples that had <br /> concentrations of contaminants that exceeded the remedial action objectives. In the <br /> example given at the top of page 6 the side wall sample would be collected at a depth <br /> of 2 feet bgs. The sample that contained elevated concentrations of contaminants was <br /> collected from a depth of three feet bgs. The depth of two feet would be most <br /> appropriate if samples from the boring with contamination had a sample from two feet <br /> with higher concentrations of contaminants than the three foot sample. The presence <br /> of contaminants may be the result of the lateral spreading of sand blast grit material. It <br /> also may be possible that contaminants were released at the surface by other means <br /> followed by an adjustment in the grade. <br /> RECOMMENDATION <br /> Collect sidewall confirmation samples from the same depth of samples that had <br /> the highest concentrations of contaminants. <br /> 3) Pages 7 through 9, Section 4.2.2, Bottom Sampling: Confirmation samples from the <br /> bottom of the excavation are not proposed to be collected if a previous sample within <br /> three feet from the bottom depth of the excavation Is clean. Since the presence of <br /> contaminants may be the result of lateral spreading of sand blast grit it is possible that <br /> elevated levels will be present at the bottom of the excavation even if a clean sample <br /> was collected within three feet of the bottom of the excavation. It also may be possible <br /> that contaminants were released at the surface by other means followed by an <br /> adjustment in the grade. <br /> RECOMMENDATION <br /> Collect samples from the bottom of all excavations. <br /> 4) Page 8, second paragraph: It is indicated that excavated soil from an area where a <br /> clean sample was collected will be stockpiled for reuse. This soil will consist of material <br />
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