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ARCHIVED REPORTS XR0007595
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3500 - Local Oversight Program
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PR0544650
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ARCHIVED REPORTS XR0007595
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Entry Properties
Last modified
7/11/2019 3:47:14 PM
Creation date
7/11/2019 1:10:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007595
RECORD_ID
PR0544650
PE
3528
FACILITY_ID
FA0003520
FACILITY_NAME
DENS AUTO REPAIR INC
STREET_NUMBER
308
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
149063301
CURRENT_STATUS
02
SITE_LOCATION
308 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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. os rune 2003 <br /> AGE-NC Project No 95-0135 <br /> Page 2 of 7 <br /> Utilizing the soil parameters, the Ho ento ter Co coin ute,r program interpreted general litholo <br /> gY <br /> types based on the CPT Soil Behavior Classification System (Robertson, P K , Campanella, R G, <br /> ,Gillespie, D, and Greig, J , 1986) and displayed the interpreted llthologles on a continuous CPT <br /> boring log The CPT interpretive logs are presented in Appendix A <br /> Rinseate generated during dnlling activities was containerized in properly labeled DOT-approved <br /> 55-gallon drums and was stored on-site in an area lacking public access The CPT soil borings were <br /> backfilled over their entire depth range with a bentonite/portland cement grout mix <br /> 2 2 GROUND WATER AND SOIL SAMPLE COLLECTION <br /> Grab ground water and soil samples were collected in a twin soil boring advanced immediately <br /> adjacent to the mitral CPT boring The samples were collected utilizing the 25-tan truck-mounted , <br /> CPT drill ng equipped with 1 75-inch diameter hollow-stem rods fitted with a HydroPunch ground <br />' water or a piston soil sampling assembly, which was pushed to specified sampling depths in each <br /> soil boring <br /> , N <br />�. Ground water or soil samples were collected from specified depth intervals (zones) based on the <br /> acquired CPT-lithology data indicating favorable conditions for sampling For ground water, a <br />' HydroPunch sampling tool was pushed into the specified zone,then withdrawn approximately four <br /> feet to expose an inlet screen, the interior of the sampling tool filled with water and a 1-inch outer <br /> diameter(O D )stainless steel bailer was lowered and utilized to extract a ground water sample For <br /> 'soil, a steel-tipped soil sampler was pushed into the specified zone, then the tip was withdrawn to <br /> expose a core barrel, the soil sampler was pushed down again to retrieve a 1-foot soil sample <br />' Ground water sample was collected from CPT boring locations at the following intervals <br /> O CPT-1 was sampled between 84 feet and 88 feet bsg and between 111 feet and 115 feet bsg, <br />' 0 CPT-2 was sampled between 76 feet and 80 feet bsg and between 111 feet and 115 feet bsg, <br /> CPT-3 was'sampled between 51 feet and 55 feet bsg, between 71 feet and 75 feet bsg, <br />' between 96 feet and 100 feet bsg and between 118 feet and 122 feet bsg, and <br /> CPT-4 was sampled between 78 feet and 82 feet bsg and between 121 feet and 125 feet bsg, <br /> Soil samples were collected from boring CPT-4 at 60 and 75 feet bsg , <br />' Following sample collection, the samples were placed In laboratory-supplied containers, properly <br /> . labeled and transported under chain-of-custody to to Cal Tech Environmental Laboratories, Inc <br /> Advanced GeoEnvironmental,Inc <br />
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