updated phase i and limited phase ii environmental site assessment
updated phase i and limited phase ii environmental site assessment
updated phase i and limited phase ii environmental site assessment
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6.0 SOIL AND GROUNDWATER SAMPLING<br />
Soil <strong>and</strong> groundwater samples were collected from four soil borings (SB-1 thru SB-4) on June 13, 2012 in<br />
accordance with URS’ Limited Environmental Investigation Work Plan for the San Jose International<br />
Airport (URS, 2012).<br />
Soil samples were collected using direct-push technology (DPT) operated by Gregg Drilling of Martinez,<br />
California (State of California Drilling Contractor License No. C57-695970). Soil borings SB-01 thru<br />
SB-4 were advanced to 16 feet bgs by driving an approximately 5-foot long, 2-inch diameter sample<br />
barrel equipped with clean plastic liners. Soil samples intended for laboratory analysis were collected by<br />
h<strong>and</strong> from the soil cores <strong>and</strong> placed in 4-ounce glass jars with Teflon®-lined lids. The sample containers<br />
were then labeled with Site-specific unique designations <strong>and</strong> placed on ice in an ice-chest for<br />
transportation to Torrent Laboratory in Milpitas, California, a State of California certified laboratory,<br />
under URS Chain-of-Custody procedures. Soil samples were collected in the vadose zone <strong>and</strong> analyzed<br />
for total petroleum hydrocarbons (TPH) TPH as diesel (TPH-d) <strong>and</strong> TPH as motor oil (TPH-mo) (EPA<br />
Method 8015B-modified), <strong>and</strong> volatile organic compounds (VOCs) (EPA Method 8260B).<br />
Groundwater was encountered in boring SB-4 at approximately 13 feet bgs. Upon completion of the<br />
borings at 16 feet bgs, a temporary, screened PVC groundwater sampling point was installed to facilitate<br />
the collection of the groundwater samples. A bailer was used to collect the groundwater samples from the<br />
borings. The groundwater samples were collected in appropriate, laboratory-provided containers <strong>and</strong> was<br />
analyzed for TPH-d <strong>and</strong> TPH-mo (EPA Method 8015B-modified), <strong>and</strong> VOCs (EPA Method 8260B).<br />
Soil boring logs are presented in Appendix I <strong>and</strong> laboratory analytical reports are included as<br />
Appendix J.<br />
Soil borings were filled to the surface grade with a mixture of Portl<strong>and</strong> cement <strong>and</strong> bentonite grout. Soil<br />
cuttings resulting from this investigation were placed in a 55 gallon drum located on <strong>site</strong> pending profile<br />
acceptance <strong>and</strong> will be disposed of off-<strong>site</strong> in accordance with applicable regulations.<br />
6.1 SAMPLE RESULTS<br />
6.1.1 Soil<br />
TPH-d, TPH-mo <strong>and</strong> VOCs were not detected in any of the four soil samples collected from the soil<br />
borings. As the expected l<strong>and</strong> use of the Site is for runway construction, with excavated soil to be<br />
disposed, additional sampling <strong>and</strong> analysis is not recommended.<br />
6.1.2 Groundwater<br />
Concentrations of TPH-d, TPH-mo <strong>and</strong> VOCs were not detected above analytical detection limits with<br />
the exception of toluene, a common laboratory contaminant, detected below the laboratory reporting<br />
limits. Based on these results, no discharge restrictions would likely apply to groundwater in this area<br />
<strong>and</strong> concentrations do not exceed hazardous waste criteria.<br />
Phase I Environmental Site Assessment Mineta San José International Airport – West Parking Lot,<br />
1120 Coleman Avenue, <strong>and</strong> 1128 Coleman Avenue<br />
URS Job No.: 28645338 25 City of San José, CA