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Environmental Health - Public
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0505861
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Last modified
4/14/2020 4:30:44 PM
Creation date
4/14/2020 2:13:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0505861
PE
2960
FACILITY_ID
FA0007056
FACILITY_NAME
MOUNTAIN VIEW TOWNHOMES
STREET_NUMBER
413
STREET_NAME
MONTE DIABLO
STREET_TYPE
AVE
City
TRACY
Zip
95236
CURRENT_STATUS
02
SITE_LOCATION
413 MONTE DIABLO AVE
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Wendy L. Cohen -3- 26 July 1995 <br /> COMMENTS ON WORK PLAN <br /> Soil <br /> An additional Geoprobe boring should be placed between Areas 4 and 7 to ensure adequate <br /> representation of the site along the pipeline. Geoprobe sampling should be performed using a four-foot <br /> sampling tube inside the rod in order to obtain continuous cores for logging purposes. A deep <br /> Geoprobe boring should be installed in Area 4 to evaluate the extent of petroleum hydrocarbons in the <br /> soil below the water table. <br /> Where petroleum hydrocarbons are indicated, all geoprobe samples should be analyzed for total <br /> purgeable petroleum hydrocarbons (TPPH) by EPA Method 8015 modified, and total recoverable <br /> petroleum hydrocarbons (TRPH) by EPA Method 418.1, in addition to the tests proposed. The <br /> sampling protocol should also be revised to include using EPA Method 8270 for analyzing PNAs where <br /> it appears that EPA Method 8310 may not be giving accurate results. <br /> The soil boring to be converted to a monitoring well closest to Area 4 should be continuously cored. <br /> Coring and sampling should extend below the water table to the bottom of the boring, as with the deep <br /> Geoprobe boring in Area 4. At least one petroleum-affected sample from Area 4 and a background <br /> sample from the upgradient monitoring well should be analyzed for total and soluble metals using the <br /> waste extraction test using deionized water as the extractant. <br /> Ground Water <br /> Piezometers should be installed in the Geoprobe borings to estimate the ground water level and gradient <br /> for placement of the monitoring wells. At least two wells should be downgradient of the pipeline. An <br /> interim report of the Geoprobe investigation, including gradient information, should be submitted for <br /> approval prior to installing the monitoring well borings to confirm their locations. <br /> All samples should be analyzed according to the sampling protocol, as modified above. <br /> JDMJsb <br />
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