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2900 - Site Mitigation Program
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PR0529779
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Last modified
9/26/2018 11:43:15 AM
Creation date
9/26/2018 11:27:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0529779
PE
2960
FACILITY_ID
FA0019644
FACILITY_NAME
FORMER GENE GABBARD INC
STREET_NUMBER
640
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906004
CURRENT_STATUS
01
SITE_LOCATION
640 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
TMorelli
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EHD - Public
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Ms. Lori Duncan <br /> March 31, 2008 <br /> Page 4 of 7 <br /> was removed from the well by hand bailing, through the use of a passive oil skimmer, and by the <br /> automated belt skimmer. The product thickness was reduced from a high of 1.47 feet in <br /> September 2001 to not measurable by the end of June 2006. The waste was stored and disposed <br /> of in accordance with 49 CFR part 172 and 40 CFR part 262. Table 5 summarizes free product <br /> monitoring and removal in well MW3. <br /> PROPOSED SCOPE OF WORK <br /> Pursuant to 12/28/07 EHD's request for additional investigation, Ground Zero proposes the <br /> following scope of work: <br /> • An investigation of the vertical extent of groundwater contamination. <br /> • A soil gas investigation and vapor intrusion/risk evaluation. <br /> • A review of the construction details and potential for vertical transport of contaminants in <br /> monitoring well MW3. <br /> Proposed field and analytical methods are presented below. <br /> Groundwater Investigation <br /> As directed by EHD, we will investigate the vertical extent of groundwater contamination <br /> beneath the former UST. In order to avoid cross-contamination from penetrating known <br /> impacted soil intervals, Ground Zero proposes advancing a direct push boring at a 10° angle <br /> approximately ten feet east of the former UST (Figure 3). Previous soil investigation activities <br /> suggest that there is soil contamination up to five feet from the former UST at 20 feet bgs (Figure <br /> 4). <br /> As shown on Figure 5, contact with soil contamination at 20 feet and 31 feet bgs can be avoided <br /> using a 10' angle. A shallow drilling angle also minimizes the risk of refusal when using direct <br /> push technology. The rods will be advanced to a measured depth of 51 feet bgs (true vertical <br /> depth of 50 feet) and pulled back one-foot to expose a stainless steel screen. Groundwater <br /> samples will be collected via check valve and dedicated tubing, placed in the appropriate <br /> containers, checked for headspace, uniquely labeled, and placed in an ice chest chilled to <br /> approximately 4oC for shipment to a State Certified Laboratory. The groundwater samples will <br /> be analyzed for following constituents: <br /> • Total Petroleum Hydrocarbons as gasoline (TPHg) by EPA method 8015M <br /> • Total Recoverable Petroleum hydrocarbons with Silica Gel Clean-up by IR Spectrometry <br /> (TRPH) by EPA method 418.1 <br /> • Volatile Organic Compounds including fuel oxygenates by EPA method 8260B <br /> G:\GROUNDZE\GABBARD\warkple \wp_0308.doa <br />
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