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2900 - Site Mitigation Program
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PR0518459
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Entry Properties
Last modified
12/6/2018 4:16:23 PM
Creation date
12/6/2018 4:13:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0518459
PE
2950
FACILITY_ID
FA0013913
FACILITY_NAME
HERITAGE SQUARE
STREET_NUMBER
640
Direction
N
STREET_NAME
SAN JOAQUIN
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13916110
CURRENT_STATUS
01
SITE_LOCATION
640 N SAN JOAQUIN ST
QC Status
Approved
Scanner
TMorelli
Tags
EHD - Public
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Soil Investigation Work Plan <br /> Heritage Square <br /> Page 2 <br /> Lr <br /> Table 1 --Soil Sample Analytical Results <br /> * ample ID Date K 1 1) MO Ne G n-BB n-1113 TB T I IT E X <br /> 160 278B-B1-2.0 2/7/2002 <150 1 9,300 7,900 31 700' L2 1.3 16.5 T-1 —F 1.9 1.1 1 8.2 <br /> All units are in mg/kg. <br /> 1. Gasoline chromatograph does not match typical gas pattern. <br /> Analytical: <br /> Lo T_Toluene E=Ethyl Benzene X=Total Xylenes G—Gasoline <br /> D—Diesel K=Kerosene MO=Motor Oil N—Napthalene <br /> n-BB=n-Butyl Benzene n-PB=n-Propyl Benzene TB=Trimethyl Benzenes IT=Isopropyl Toluene <br /> Following evaluation of the laboratory analyses,the extent of the pierced fuel line was investigated using <br /> a backhoe and Cruz Brothers line locating service. During the backhoe work, additional fuel lines were <br /> located south of the B-I borehole. These lines were traced to a fuel tank located near the east side of the <br /> LN Heritage Square building. The backhoe was used to expose the top of the fuel tank, which measured three <br /> feet wide by ten feet long and is approximately 500-gallons in volume. A shovel handle was lowered <br /> inside the tank, and the contents appeared to be a diesel-type of fuel and not a black viscous fluid. <br /> The line locating service was used to trace the fuel lines north of B-1 to inside the Heritage Square <br /> building and back outside to a second UST located north of the building. A black viscous fluid was <br /> +..� present on the stick used to check the contents of the tank. The dimensions of the tank were not <br /> investigated. The fuel lines were also traced to an old natural gas-fired boiler located inside the Heritage <br /> Square building. <br /> On May 22 and 23, 2002, Condor collected one soil sample from beneath the UST located on the east <br /> side of the building and eight soil samples from beneath the fuel line outside of the building. The <br /> L" samples were analyzed for total lead, kerosene, diesel, and motor oil, and for the same volatile <br /> hydrocarbons as sample 3278B-B1-2.0. The sample from beneath the tank was also analyzed for semi- <br /> volatile hydrocarbons by EPA Method 8270D. The laboratory analyses of the soil sample front beneath <br /> the tank detected diesel at a concentration of 3,800 mglkg. Volatile hydrocarbons were detected at <br /> concentrations similar to those detected in soil sample 3278B-B1-2.0. Total lead was detected in each <br /> soil sample collected from beneath the piping and UST at concentrations below the PRG for residential <br /> � sites and the TTLC. The results of the laboratory testing are forthcoming in a report by Condor. Based on <br /> the results from the laboratory analysis, the viscosity of the product present in the pipe, the proximity of <br /> the underground piping to both an existing boiler and two USTs, and the apparent age of the boiler, <br /> Condor suspected that the former tanks stored bunker or diesel type hydrocarbon fuel. <br /> During the course of performing field work at the site, Condor located an abandoned water well on the <br /> east side of the Heritage Square building. One water sample was collected from the groundwater surface <br /> at a depth of 34 feet and analyzed for gasoline, diesel and volatile hydrocarbons. No constituents of <br /> concern were detected in the groundwater sample. A sensitive receptor survey performed by Condor for <br /> an adjacent site indicates no state or county records exists for the well. The construction details of the <br /> well are not known. The estimated total well depth based on a field measurement is approximately <br /> 300 feet. <br /> 3.0 SCOPE OF WORK <br /> The purpose of the site work is to evaluate the lateral and vertical extent of soil contamination associated <br /> with the two existing tanks and related underground piping to the extent feasible. The field work will <br /> i CONDOR <br /> Lw <br />
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