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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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160 Phase II Environmental Site <br /> Assessment Work Plan <br /> Heritage Square <br /> Page 3 <br /> 3.0 SCOPE OF WORK <br /> The purpose of the site work is to investigate if a release of hydrocarbons from the tank on the north side <br /> �. of the Heritage Square building and associated fill piping under the building basement has occurred, and <br /> to investigate potential hydrocarbon contamination beneath the parking lot due to migration of <br /> contaminants from the UST located on the east side of the Women's Center building. The field work will <br /> include the drilling of approximately 13 small diameter boreholes adjacent to the tank on the north side <br /> of the Heritage Square building and approximately 12 small boreholes in the parking lot adjacent to the <br /> tank on the Women's Center property. The proposed boring locations are shown on Figure 3, Soil <br /> LM samples will be collected at approximately two feet below the bottom of each tank and at five-foot <br /> intervals thereafter to a depth of 10 feet below the deepest evidence of hydrocarbon contamination or 30 <br /> feet, whichever is greater. Two soil samples will be retained from each borehole for laboratory analyses. <br /> .L. Soil samples will also be collected from three hand auger borings beneath underground piping located <br /> under the Heritage Square building. <br /> LM Based on previous drilling at a nearby site, groundwater is anticipated at approximately 35 feet below <br /> grade. If field evidence from any one borehole at a respective tank indicates soil contamination to 25 feet <br /> or more, one borehole will be advanced to the groundwater surface in the downgradient direction from <br /> the respective tank and a groundwater sample collected. The groundwater gradient direction will be <br /> estimated based on groundwater monitoring data from adjacent sites. <br /> 160 3.1 SITE PREPARATION <br /> Condor will complete drilling permit applications and obtain the required permits from the San Joaquin <br /> County Public Health Service, Environmental Health Department (PHS/EHD) prior to the field work. if <br /> *.W necessary, Condor will complete an encroachment permit application and obtain the permit from the City <br /> of Stockton Public Works Department. Condor will schedule and coordinate all field activities through <br /> the property owner, PHS/EHD, and the City of Stockton as needed. The proposed boring locations will <br /> t. be marked with white paint and USA will be notified at least 72 hours in advance of the fieldwork to <br /> locate and identify underground utilities in and near the work area. However, because companies <br /> ' contacted by USA may not identify utilities past private property lines and into the site, it is the <br /> L responsibility of the property owner to identify site utilities. <br /> ` 3.2 GEOPROBE BOREHOLES <br /> rV The boreholes will be advanced using a Geoprobe® percussion hammer driven sampler equipped with a <br /> 1.75-inch O.D_, 4-foot long, core barrel, fitted with a clean, single use, polyethylene liner. A licensed <br /> C57 drilling contractor will drill the boreholes under the supervision of a Condor geologist. The soil <br /> L` samples will be screened for the presence of-organic vapors in the field with a photoionization detector <br /> (PID). The total number and location of boreholes drilled at each location may be adjusted based on field <br /> data collected during the drilling. Following completion of the sampling, the boreholes will be filled with <br /> +� neat cement containing 3-5% bentonite. The slurry will be tremied into the borehole to avoid bridging. <br /> 3.3 SOIL SAMPLING <br /> The soil retained inside each core barrel will be logged according to the Unified Soil Classification <br /> System. Geological logs will be prepared containing field observations including soil type, estimated <br /> moisture content, PID measurements, and the presence of staining or odor. Soil samples will be selected <br /> from the polyethylene liner at distinct changes in lithology and at intervals suggestive of soil <br /> i CONDOR <br />
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