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2900 - Site Mitigation Program
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PR0518096
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Last modified
8/1/2019 3:51:12 PM
Creation date
8/1/2019 3:28:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0518096
PE
2950
FACILITY_ID
FA0013692
FACILITY_NAME
CITY OF LODI-PARKS & RECREATION
STREET_NUMBER
17
Direction
E
STREET_NAME
ELM
STREET_TYPE
ST
City
LODI
Zip
95240
APN
04302612
CURRENT_STATUS
01
SITE_LOCATION
17 E ELM ST
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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27 November 2001 <br /> AGE-NC Project No. 01-0856 <br /> Page 4 of 5 <br /> • Total petroleum hydrocarbons as gasoline(TPH-g),diesel(TPH-d),and motor oil(TPH-mo) <br /> by EPA Method 8015 Modified; <br /> • Volatile organic compounds by EPA Method 8260; <br /> • LUFT metals, including Zn,Cu, Ni, Cr and Pb in accordance with EPA Method 6010; and <br /> • PNAs by EPA Method 8270. <br /> Laboratory reports for soil analyses, testing methods, laboratory quality assurance/quality control <br /> (QA/QC) reports, and sample chain of custody documentation will be presented in a report with <br /> findings and recommendations. <br /> 3.3. REPORT PREPARATION <br /> Upon completion of field work and receipt of final laboratory analysis, a report will be prepared <br /> presenting the findings of the investigation. The report will include a description of the work <br /> performed and results of the sampling and analysis. Conclusions, applicable recommendations and <br /> maps will be included in the report. The report will be in a format acceptable to the PHS-EHD and <br /> the CVRWQCB, and will be reviewed and signed by a California Registered Geologist. <br /> 4.0. FIELD PROCEDURES <br /> All field procedures will be overseen byan AGE representative under the supervision of a California <br /> Registered Geologist. Procedures for the advancement of borings, soil sampling, equipment <br /> decontamination and sample shipment are outlined below. <br /> 4.1. PROBE BORING ADVANCEMENT <br /> Probe borings will be advanced using a van-mounted Geoprobe 5400 direct-push probing unit <br /> equipped with 1.125-inch probing rods.The Geoprobe advances borings using a hydraulic hammer <br /> to drive soil sampling tools to specified depths. <br /> 4.2. SOIL SAMPLING COLLECTION AND ANALYSIS <br /> Soil probe borings will be sampled at discreet five-foot intervals beginning at five feet bsg using a <br /> 1.25' Geoprobe soil sampling assembly loaded with four six-inch brass sleeves. Upon sample <br /> retrieval,the ends of the selected sleeve will be covered with Teflon sheets, capped and sealed with <br /> Advanced GeoEnvironmental,Inc. <br />
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