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2900 - Site Mitigation Program
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PR0535888
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Last modified
3/11/2019 10:04:28 AM
Creation date
3/11/2019 9:42:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0535888
PE
2957
FACILITY_ID
FA0005277
FACILITY_NAME
A W HAYES
STREET_NUMBER
2005
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16331010
CURRENT_STATUS
01
SITE_LOCATION
2005 NAVY DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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SCOPE OF WORK <br /> GENERAL <br /> The investigation will generally include the drilling of three borings around each of the two former <br /> tank locations (six total borings). The purpose of the borings will be to assess the horizontal and <br /> vertical impact of the former tank use on both soils and groundwater. A maximum drilling depth <br /> of 30 feet is planned, as County groundwater maps indicate regional depths between 10 and 30 feet. <br /> Following the field work and chemical testing of the samples,a summary report will be prepared in <br /> general conformance with Appendix A of the State's Tri-Regional Board Staff Recommendations <br /> for underground tank site investigations. A list of specific tasks is presented below. <br /> SPECIFIC TASKS <br /> • Develop a site specific Health and Safety Plan <br /> • Conduct and underground utility survey. <br /> • Obtain SJCEMD Well permits. <br /> • Perform site investigation under the direct supervision <br /> Of a California Registered Geologist or Civil Engineer. <br /> • Drill six borings into first groundwater(anticipated less than 30 feet) <br /> • Collect soil samples at 5-foot depth intervals <br /> • Screen soils for petroleum vapors an select one sample <br /> from each boring for chemical testing i est <br /> screening indication, or if no indication, submit t 20 fo <br /> or capillary fringeample for testing(six total soil samples). <br /> • Advance Hydropunch equipment into the upper 3 feet of <br /> first encountered groundwater where encountered and sample, <br /> or lower a bailer through the hollow stem augers to collect <br /> groundwater. <br /> • Survey the ground surface at each boring location relative <br /> to an on-site benchmark,measure groundwater depths, and <br /> tremie grout borings with a cement slurry and 3-5%bentonite <br /> gel (powder). <br /> • Submit the 3 soil and up to 3 water samples from the waste- <br /> Ramco n ll:\WPDATA\1070ANDS\InvestigationWP Page 2 <br />
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