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ARCHIVED REPORTS XR0007000
EnvironmentalHealth
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EIGHT MILE
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15135
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2900 - Site Mitigation Program
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PR0518132
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ARCHIVED REPORTS XR0007000
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Entry Properties
Last modified
7/10/2019 6:23:32 PM
Creation date
7/10/2019 11:51:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007000
RECORD_ID
PR0518132
PE
2960
FACILITY_ID
FA0013716
FACILITY_NAME
H & H MARINA
STREET_NUMBER
15135
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06908021
CURRENT_STATUS
01
SITE_LOCATION
15135 EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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RI NIRI-Adaional `uJ and(,a.nni,.m. I,n.,nXmi.m <br /> I l:rni.�A II.1. ,til:u m.i \u.Ati1-A <br /> over the channel and slough. The grotmdwaler gradient, discussed in Section 1.3 of this report, was <br /> estimated using the survey information and the depth to x\ater measurement in the v.,ells and to the <br /> channel and slough water surface. <br /> I <br /> 3.6 Groundwater Sampling <br /> (irounckNater samples were collected at least �3 hours follc»�ing development of the monitor <br /> \�clls. Prior to sample collection, the static \tater leycl in each \yell %vas measured to the nearest 0.01- <br /> foot \lith a batten-operated, water-level meter. A disposable bailer was lowered into each Nell to <br /> check for floating product, petroleum odors and/or sheen. <br />' The monitor wells were purged using a clean bailer until the temperature, electrical <br /> conductivity and pH of the water stabilized. At least three casing volumes of water were purged from <br /> each monitor \\ell. The purged water from each well was containerized in a 55-gallon drum and left <br /> on site pending analytical results. Groundwater monitoring and measurement field forms are included <br />` in Appendi\ C. <br />' Lach well was alloyed to recover to at least RO`io of its pre-purge water level before sampling. <br /> The groundwater samples were collected with clean, disposable bailers. Each Nvater sample was gently <br />' drained from the bailer to three (3) 40-m1 Glass, volatile organic analyses (VOA) vials, and hyo (2) <br /> amber glass liters, using a bottom-emptying: device. Each vial and bottle was labeled for sample <br />' identification and placed in a cooler chilled with ice. Upon completion of the fieldwork, the water <br /> samples were delivered tinder chain-of-custody procedures to GeoAnalylical Laboratories, Inc., in <br />' Modesto, California. <br /> 1 3.7 Laboratory Analysis <br /> The soil and groundwater samples collected from the monitor wells were analyzed for BTEX <br />' and gasoline add itivesloxygenates by EPA Method 8260, TPH-G by Method 5030/LUFT, and TEPH <br /> by EPA Method 3550/LUFT (EPA Method 3510/LOFT for %later). The gasoline oxygenates/additives <br />' include methyl tcrtiary-hutyl ether (MTBE), ethanol, tertiary-butanol. di-isopropyl ether (DIPS), ethyl <br /> tertiary-butyl ether (ETBE). and tertiary-amyl methyl ether (TAME). The analytical methods and <br /> analytical detection limits arc presented in Table 3.1, on the next page. <br />' {�J CONDOR <br />
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