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ARCHIVED REPORTS XR0007275
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0518132
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ARCHIVED REPORTS XR0007275
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Last modified
7/10/2019 8:18:32 PM
Creation date
7/10/2019 11:51:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007275
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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titr V <br /> • 30 January 2004 <br /> AGE-NC Project No 01-0865 <br /> Page 5 of 7 <br /> below surface grade,two borings encountered refusal at their respective total depths A total <br /> of eleven ground water samples were submitted for laboratory analysis <br /> • On 22 and 23 December 2003, AGE advanced four soil borings at the site Pilot borings <br /> MW 11 through MW 14 were completed as ground water monitoring wells using two-inch <br /> diameter PVC casing with 0 020-inch slotted screen installed from approximately 3 feet to <br /> 13 feet bsg in borings M W 12 through MW 13 and from approximately 70 feet to 80 feet bsg <br /> in boring MW11 with blank casing extended to the surface A total of 15 soil samples were <br /> submitted for laboratory analysis <br /> AGE is currently preparing a detailed investigative report further describing the assessment activities <br /> briefly described in this section <br /> 4 2 GROUND WATER MONITORING <br /> Four monitoring events took place at the site during year 2003, three utilizing 10 monitoring wells <br /> and one utilizing 14 monitoring wells, all four events incorporated four surface water samples <br /> • 4 2 1 Ground Water Flow Direction and Gradient <br /> The ground water flow direction fluctuated from east-northeast to southeast during the course of the <br /> year under average gradients ranging from 0 027 ft/ft to 0 250 ft/ft The ground water flow inferred <br /> from the deep-screened(50 feet to 60 feet and 70 feet to80 bsg)wells fluctuated from east-northeast <br /> to east-southeast but under a much shallower average gradients ranging from 0 001 fl/ft to 0 005 fl/ft <br /> 4 2 2 Analytical Results of Ground Water Samples <br /> MTBE, TPH-g, BTEX compounds, TAME and TBA were detected at the following maximum <br /> concentrations in the groundwater samples over the past year 71,000 µg/1 MTBE (MW-2, June <br /> 2003), 80,000 gg/1 TPH-g (MW-2, June 2003), 140 µg/1 benzene (MW-6, March 2003), 800 µg/1 <br /> toluene (MW-6, March 2003), 60 µg/1 ethylbenzene (MW-6, March 2003), 644 µg/1 total xylenes <br /> (MW-4, September 2003), 320 µg/1 TAME (MW-2, June 2003) and 1,300 µg/1 TBA (MW-2, <br /> September 2003) No other analytes were detected at or above laboratory detection levels <br /> During year 2003, MTBE and TPH-g concentrations remained relatively stable in monitoring well <br /> MW-5 increased markedly in wells MW-2,MW-3 and EW-1 during the second quarter and declines <br /> in the third quarter, and increased markedly in MW-4 and MW-6 during the third quarter with a <br /> decline in the fourth quarter Benzene remained relatively stable at low to non-detectable <br /> Advanced GeoEnvironmental,Inc <br />
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