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COMPLIANCE INFO_FILE 1
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PR0522087
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COMPLIANCE INFO_FILE 1
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Last modified
2/24/2020 12:48:27 PM
Creation date
2/24/2020 11:48:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
FILE 1
RECORD_ID
PR0522087
PE
2960
FACILITY_ID
FA0015049
FACILITY_NAME
UNIFIRST CORP
STREET_NUMBER
819
Direction
N
STREET_NAME
HUNTER
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
819 N HUNTER
P_LOCATION
01
QC Status
Approved
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SJGOV\sballwahn
Tags
EHD - Public
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11/14/2003 14:53 EEC 4 12094683433 N0.691 D03 <br /> Nev 1 <br /> gX t4,,�- UniF�St961um <br /> Geologic and Aydrogeologic Setting <br /> This site is located in the northenl part of the San Toaquin Valley at an elevation of apprmimately <br /> 15 feet above mean sea level. The valley lilt consist of late Mesozoic through Ecocene <br /> sedimentary deposits, predorninately of marine origin. These deposits are overlain by Tertiary t <br /> sedimentary deposits which are composed primarily of sand,silt, gravel,and clay(CDMG, 1976). <br /> In the vicinity oC the site, the late Cenozoic deposits are approximately 3,000 feet thick and <br /> generally consist of alluvial gravel, sand, silt, and clay. Groundwater in these alluvial deposits is <br /> usually confined to semi-confined. <br /> During a previous Phase I Environmental Site Assessment (EEC, 1998), near surface <br /> groundwater condition in the site vicinity were reviewed for several sites within a '/7 mile radius <br /> of the site. The inforlrlation was obtained from the California Regional Water Quality Control ! <br /> Board—Central Valley Region, leaking underground storage tank database. The nearest of these <br /> sites is located approximately 0.11 miles southeast of the site. Groundwater fluctuates between <br /> 29 and 45 feet below grade a1this location raid flows to the northwest and northeast. Although <br /> this uppermost groundwater aquifer is considered to be a beneficial use aquifer,EEC did not find <br /> any indications that drinking water supplies are produced from the uppermost aquifer in the site <br /> vicinity. <br /> Groundwater for municipal service is supplied by the California Water Service Company <br /> (CWSC). The CWSC operates SS groundwater production wells in the Stockton area. 'These <br /> wells are installed at depths between 250 and 603 feet bgs. The nearest active well to the site <br /> vicinity are CWSC well number 53-01, and 26`01. Water quality data obtained from the State of <br /> California Department of Health Services (CDHS) shows no evidence that either of these wells <br /> has been impacted by petroleum hydrocarbons or the chlorinated compound tetrachloroethene <br /> (PCE), trichlQroethene (TCL), or dichloroetlhene (DCE). Four wells, located within one to two <br /> miles of the site and in the assumed upgradient direction of groundwater flow, contain detectable <br /> concentrations of PCE. Several hydrocarbon constituents typically associated with solvents or <br /> petroleum product have also been detected in wel Is within one to two miles of the site. <br /> Current Field Activities <br /> The subject site is currently undergoing grading as part of a redevelopment project. On <br /> Wednesday November 11, 2003 during grading operations at the site, soil with a strong odor was <br /> j discovered in the northwest corner of the construction area. UniFirst halted construction activity <br /> in this area and contacted EEC to evaluate the nature of the odor associated with this soil. Since <br /> discovery of the affected soil all redevelopment and construction activities in this arca have been <br /> discontinued, resulting in a substantial cost to the proposed project due to the equipment and <br /> personnel that are on standby at the site. <br /> On Thursday, November 12, 2003, EEC initiated a site investigation to evaluate potential <br /> environmental concerns. Seven soil samples were collected at the soil surface. All samples were <br /> collected in brass sleeves and labeled with the date, time sampled, project name, and unique <br /> sample identification number. Samples were placed on iced storage for transport to a State of <br /> California laboratory certified to perform the reqs ested analysis utilizing proper Chain of Custody <br /> I protocol. The results of I.hese samples are presented in Table 1, Based on the findings Elop <br /> EC <br /> determined that further investigation was necessary to determine the extent of the conta ninat' <br /> in the soil at the site. <br />
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