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2900 - Site Mitigation Program
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PR0522666
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Last modified
5/13/2020 3:30:43 PM
Creation date
5/13/2020 3:03:24 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0522666
PE
2950
FACILITY_ID
FA0015447
FACILITY_NAME
STOCKTON ROYAL THEATRE
STREET_NUMBER
1825
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
13702042
CURRENT_STATUS
02
SITE_LOCATION
1825 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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Tags
EHD - Public
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11 June 2004 <br /> AGE-NC Project No. 04-1170 <br /> Page 3 of 5 <br /> 3.2. SOIL SAMPLE COLLECTION AND ANALYSIS <br /> Samples were collected from the borings at discreet 5-foot intervals using a 1.125" Geoprobe soil <br /> sampling assembly loaded with four 6-inch brass sleeves. All sampling equipment was washed in <br /> an Alconox solution and rinsed twice with water prior to each sampling run. <br /> For each soil sample collected,both ends of the second or other selected sleeve were covered with <br /> Teflon sheets,capped and sealed with tape.The samples were labeled,stored on ice and transported <br /> under chain-of-custody to Cal Tech Environmental Laboratories (CTEL) a State of California <br /> Department of Health Services (DHS)-certified analytical laboratory. Selected samples were <br /> analyzed for: <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015M; and <br /> • Benzene,toluene,ethylbenzene,xylenes(BTEX)and methyl tertiary-butyl ether(MTBE)in <br /> accordance with EPA Method 8021. <br /> 3.3. SOIL LOGGING <br /> After sample preservation,soil was extruded from the remaining sleeves and field-screened utilizing <br /> an organic vapor analyzer (OVA) equipped with a photo-ionization detector (PID: Thermo <br /> Environmental 580A, 10.0 eV, calibrated to isobutylene). The soil was also described visually in <br /> accordance with the Unified Soil Classification System. <br /> 3.4. GRAB GROUND WATER COLLECTION AND ANALYSIS <br /> After probing to a depth of 35 feet bsg,ground water was encountered at between 25 and 30 feet bsg. <br /> A`grab' ground water sample was collected from each boring,with the exception of B4.The ground <br /> water sample was extracted by lowering an inertia pump down a temporarily installed, one-inch <br /> diameter PVC casing with a 10-foot long, 0.01-slotted well screen at the lower end. Each ground <br /> water sample was transferred into three laboratory-supplied,40-m1 volatile organic analysis(VOA) <br /> vials containing 0.5 ml hydrochloric acid(18%)as sample preservative.After collection,the samples <br /> were properly labeled,placed in a chilled container and transported under chain-of-custody to CTEL. <br /> The samples were analyzed for the same petroleum hydrocarbon products listed in Section 3.2. <br /> Advanced GeoEnvironmental,Inc. <br />
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