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ARCHIVED REPORTS XR0008211
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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E
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EL DORADO
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1448
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3500 - Local Oversight Program
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PR0544673
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ARCHIVED REPORTS XR0008211
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Last modified
8/19/2020 4:16:25 AM
Creation date
7/18/2019 3:53:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008211
RECORD_ID
PR0544673
PE
3528
FACILITY_ID
FA0006182
FACILITY_NAME
REGAL STATION #604
STREET_NUMBER
1448
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
CURRENT_STATUS
02
SITE_LOCATION
1448 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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li = <br /> s <br /> depths. STEX's are above detection limits in the 25 and 30 foot <br /> samples, but below detection limits in the 40 foot depth sample, <br /> see Table 1 and Appendix B. All samples were preserved, labeled, <br /> and chain of custody hand delivered to Chemtech Laboratories for <br /> analysis using EPA methods 8015 and 8020 with 5030 extraction* <br /> s The excavated native soil produced by the borings was covered with <br /> polyethylene liners, but laboratory results show that this soil <br /> § has very law contamination levels and can be aerated and used for <br /> < back filling of depressions in the lot. <br /> WELL CONSTRUCTION <br /> e <br /> Using Hogate Drilling Cots Mobile D-40L drilling rig, 10 and 8 <br /> inch hollow stem augers were used to Ari o jr�,�®Lvat&qn a <br /> p " itoM�th <br /> ti ® soi1F � �_ep WdE <br /> a��o oqi screened tie �Var�d samples using a HNU PID and <br /> selected samples for preservation and delivery for analysis to <br /> Chemtech Laboratories. samples were obtained from areas that <br /> drill cuttings indicated likely soil contamination existed in the <br /> native soil drilled. <br /> Once the boring was completed the inner rod assembly was removed <br /> from the augers and "steam cleaned" 2 inch PVC casing was <br /> installed through the augers. The casing is BCH 40 F480 PVC pipe, <br /> with machine slotted 0.020 inch screen in 10 foot threaded joints. <br /> The interval from the base of the boring (400 depth) to the 30 <br /> foot contains the screen, the remaining casing to the surface is <br /> blank. After placing the casing through the augers to the base of <br /> h the excavation, #2/12 monterey sand was used for the sand pack of <br /> the annular space of the boring. The sand was slowly poured <br /> through the augers, as the augers were removed five feet at a <br /> time; this helped to insure a proper sand pack fill. The sand <br /> pack was brought up to the 10--12 foot depth and the remaining <br /> augers were then removed. A neat cement with 5% bentonite was <br /> then poured into the annular space of the boringto provide, the <br /> p ell. ' 4w A' �g�up� to� tl <br /> sanitar a® gv <br /> }� f ., w SNs . rim>Y <br /> mANIVOLDING THE VAPOR WELLS To THE TREATMENT AREA <br /> Once the cement seal cured in the vapor extraction wells, the <br /> wells were manifolded to the treatment area using BCH 40 PVC pipe. <br /> x The well heads were fitted with a 2 inch PVC T that will have a <br /> water-vapor tight cap. A sample port and a ball valve were placed <br /> off of the T prior to the 2 inch manifold pipe for obtaining <br /> vacuum and vapor readings, ad3usting the influence for that well <br /> k and obtaining samples from the well, see Figures 3 and 48. <br /> i <br /> page 5 <br />
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