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EHD Program Facility Records by Street Name
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88 (STATE ROUTE 88)
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13336
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3500 - Local Oversight Program
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PR0544810
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Last modified
11/20/2024 9:24:24 AM
Creation date
9/5/2019 11:50:34 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544810
PE
3528
FACILITY_ID
FA0005586
FACILITY_NAME
RON NUNAN CHEVRON
STREET_NUMBER
13336
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
APN
01902044
CURRENT_STATUS
02
SITE_LOCATION
13336 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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►. WorkplaDfor Nunan-Obi 7 PageLB <br /> 23 Drilling and Sampling <br /> 6. <br /> All soil borings will be drilled using an appropriate drill rig utilizing a drilling contractor <br /> who possesses a C57 drilling license. All borehole logging will be performed by as State <br /> Certified Hydrogeologist who will keep a detailed hydrostratigraphic log of each borehole by <br /> noting lithologic changes, hydrogeological characteristics, sample locations and depths, and <br /> v borehole caving. Groundwater "grab"samples will be collected with a steel bailer if <br /> groundwater is encountered. <br /> i Sixteen (16) soil samples will be collected, sealed, labeled, and placed in an ice chest at a <br /> temperature of four(4) degrees Celsius, and submitted to a State Certified laboratory, under a <br /> proper Chainof-Custody, to be analyzed for total petroleum hydrocarbons as gasoline (TPH-p) <br /> ►� using EPA Method 8015 modified and for Benzene, Toluene, Ethyl benzene, and Xylenes <br /> (BTEX) using EPA Method 8020 and MTBE. Two(2) soil samples will be collected and <br /> analyzed for TPH(mo) using EPA Method 8015 modified for motor oil ranged organics and the <br /> shallowest of the two soil samples will be analyzed for CAM 17 Metals. <br /> L 2.3a Method of Drilling and Sampling of Soil <br /> The borings will be excavated with an eight (8) inch hollow-stem auger drill, with `Moot long <br /> sections and soil samples will be collected with a two (2) inch inner diameter, three (3) foot <br /> long, split spoon sampler at approximate five (5) foot vertical intervals depending upon the <br /> soil stratigraphy and contaminants encountered The samples will be obtained by the <br /> L. compressive force of a 140 lb hammer dropped from a height of 18 inches. The soil samples will <br /> be extruded into six(6)-inch long steel sample liners. The liners, with soil, will be covered with <br /> Teflon sheets at each end of the cylinder, capped with plastic end caps, and sealed with"duct <br /> tape" to adhere the caps to the liner at each end, to hermetically seal the samples. The soil <br /> samples will be labeled with a non-toxic ink field marker as to the depth and location the <br /> sample was collected, the sample number, and the project name. The chain-of-custody will be <br /> similarly designated and will also include date and time the sample was collected Each <br /> sample will be inserted into a plastic, Zip-lock freezer bag and then placed into an ice chest <br /> for transport back to the laboratory. The soil samples will be selected at specific vertical <br /> intervals based on the location of the capillary fringe, at significant changes in lithology, <br /> and/or at contact with noticeable hydrocarbon contamination. A minimum of three (3) soil <br /> L samples will be collected and analyzed from each borehole. The sampler will be <br /> decontaminated before and after each use by rinsing with an Alconox solution wash and fresh <br /> tap water. All rinseate water will be stored in a 55 gallon DOT approved drum. The drum <br /> L will be properly labeled and stored onsite until sampling is authorized to establish a legal <br /> point of disposal. <br /> 23b Groundwater Grab Sampling <br /> L If enough groundwater is encountered in the borehole, a groundwater grab sample will be <br /> collected A minimum of one groundwater sample will be collected and analyzed from each <br /> L <br /> L. <br />
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