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2900 - Site Mitigation Program
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PR0505378
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Last modified
6/18/2019 11:14:59 AM
Creation date
6/18/2019 10:39:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0505378
PE
2960
FACILITY_ID
FA0006743
FACILITY_NAME
HOLT LEAK SITE
STREET_NUMBER
0
STREET_NAME
COOK
STREET_TYPE
RD
City
HOLT
Zip
95234
CURRENT_STATUS
01
SITE_LOCATION
COOK RD
P_LOCATION
99
QC Status
Approved
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EHD - Public
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Oct-08-01 04: 13P . • P. 10 <br /> As shown in Figure 2,Sequence 1 and Sequence 2 data will be collected using direct- <br /> h <br /> methods at 13 locations(1 through 13)and using hand-augering methods at 6 locations <br /> (HA-1 through HA-6). Direct-push methods,which will be performed using either Cone <br /> Penetrometer Testing(CPT)equipment or Geoprobe equipment,will be used at those <br /> locations capable of supporting a CPT truck or Geoprobe truck and outside the ecologically <br /> sensitive potential wetlands area. CPT methods will be used at all direct-push locations <br /> except those along the existing SFPP pipeline where access is limited preventing CPT use. <br /> CPT will be performed at nine locations(5 through 13),and Geoprobe methods will be used <br /> at four locations(1 through 4). Hand-augering equipment will be used on the peninsulas of <br /> pre-existing oil and gas exploration drilling mud wastes to: (1)alio*access to <br /> unconsolidated sediments composed of drilling mud wastes that are soft and unstable due <br /> to shallow water table conditions and(2) limit any impacts to an ecologically sensitive <br /> potential wetlands area. Data collected during Sequence 1 will be used to select depths for <br /> soil and grab groundwater samples for laboratory analysis,which will be collected in <br /> Sequence 2. Sequence 2 will include advancement of an additional boring(adjacent to the <br /> Sequence 1 boring)for soil and grab groundwater sample collection. <br /> 3.2.1 Sequence 1: Initial Lithologic Profiling <br /> Direct-Push Borings using CPT Methods. The nine CPT borings(5 through 13)will be <br /> performed to continuously log subsurface lithology as described in the April 13,2001,Work <br /> Plan,except that the locations will be modified to those shown in Figure 2;and the depths <br /> will be modified to those shown in Table 1. The depth of the investigations in the main part <br /> of the source area will be limited to 20 feet to minimize the potential for vertical cross- <br /> contamination to deeper zones. The depth of four CPT investigation locations on the <br /> perimeter of the source area are maintained at the original 50-foot-bgs depth because the <br /> potential for cross-contamination on the perimeter of the source area is considered to be <br /> minimal. The CPT tool will be equipped with an ultraviolet-induced fluorescence(UVIF) <br /> probe to continuously screen for the relative presence of petroleum free-phase hydrocarbons <br /> in the subsurface as described in the April 13,2001,Work Plan. <br /> The four deeper CPT borings will be advanced beyond 50 feet if the UVIF data continue to <br /> detect the presence of petroleum hydrocarbons. The nine shallower CPT borings will not be <br /> advanced beyond 20 feet if the UVIF data continue to detect the presence of petroleum <br /> hydrocarbons to minimize the potential for vertical cross-contamination to deeper zones,as <br /> mentioned above. <br /> Direct-Push Borings using Geoprobe Methods. The four Geoprobe borings 1 <br /> P g ( through 4)will <br /> be advanced to continuously log subsurface lithology where CPT access is not possible <br /> along the existing SFPP pipeline. These borings will be advanced to 20 feet bgs. Soils will <br /> be continuously logged to identify structural features that may be conducive for free-phase <br /> product accumulation and screened for the presence of petroleum hydrocarbons in the <br /> subsurface. Soil will be visually logged,and headspace will be screened using a <br /> photoionization detector(PID). <br /> Hand-Auger Borings. The six hand-auger borings (HA-1 through HA-6)will be advanced to <br /> continuously log subsurface lithology where CPT and Geoprobe access is not possible due <br /> to soft conditions and where the low impact of hand augering is more appropriate given the <br /> ecologically sensitive potential wetlands conditions. These borings will be advanced to <br /> scon.nw3209,00cro12430001 <br /> s <br />
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