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EHD Program Facility Records by Street Name
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88 (STATE ROUTE 88)
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13731
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2900 - Site Mitigation Program
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PR0527274
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Last modified
11/20/2024 9:24:23 AM
Creation date
9/5/2019 11:07:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0527274
PE
2950
FACILITY_ID
FA0018473
FACILITY_NAME
OMEGA VINEYARDS
STREET_NUMBER
13731
Direction
N
STREET_NAME
STATE ROUTE 88
City
LODI
Zip
95240
APN
06316031
CURRENT_STATUS
01
SITE_LOCATION
13731 N HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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• • <br /> STANDARD OPERATING PROCEDURE— DIRECT PUSH BORINGS <br /> SOIL CORING AND SAMPLING PROCEDURES <br /> Prior to drilling,all boreholes will be hand dug to a depth of 4-5 feet below ground surface(bgs)to <br /> check for underground utility lines. <br /> Soil and groundwater samples are collected for lithologic and chemical analyses using a direct <br /> driven soil coring system. A hydraulic hammer drives sampling rods into the ground to collect <br /> continuous soil cores. As the rods are advanced, soil is driven into an approximately 2.5-inch- <br /> diamter sample barrel that is attached to the end of the rods. Soil samples are collected in sleeves <br /> inside the sample barrel as the rods are advanced. After being driven 4 to 5 feet into the ground, <br /> the rods are removed from the borehole. The sleeve containing the soil core is removed from the <br /> sample barrel, and can then be preserved for chemical analyses, or used for lithologic description. <br /> This process is repeated until the desired depth is reached. <br /> A soil core interval selected for analyses is cut from the sleeve using a hacksaw. The ends of the <br /> tube are covered with aluminum foil or Teflon liner and sealed with plastic caps. The soil-filled liner <br /> is labeled with the bore number, sample depth, site location, date, and time. The samples are <br /> placed in bags and stored in a cooler containing ice. Soil from the core adjacent to the interval <br /> selected for analyses is placed in a plastic zip-top bag. The soil is allowed to volatilize for a period <br /> of time, depending on the ambient temperature. The soil is scanned with a flame-ionization <br /> detector (FID) or photo-ionization detector (PID). <br /> All sample barrels, rods, and tools are cleaned with Alconox or equivalent detergent and de-ionized <br /> water. All rinsate from the cleaning is contained in 55-gallon drums at the project site. <br /> GROUNDWATER SAMPLING FROM DIRECT PUSH BORINGS <br /> After the targeted water-bearing zone has been penetrated,the soil-sample barrel is removed from <br /> the borehole. Small-diameter well casing with 0.010-inch slotted well screen maybe installed in the <br /> borehole to facilitate the collection of groundwater samples. Threaded sections of PVC are lowered <br /> into the borehole. Groundwater samples may then be collected with a bailer, peristaltic pump, or <br /> WaTerra pump until adequate sample volume is obtained. <br /> Groundwater samples are preserved, stored in an ice-filled cooler, and are delivered, under chain- <br /> of-custody, to a laboratory certified by the California Department of Health Services (DHS) for <br /> hazardous materials analysis. <br /> BOREHOLE GROUTING FOR DIRECT PUSH BORINGS <br /> Upon completion of soil and water sampling, boreholes will be abandoned with neat cement grout <br /> to the surface. If the borehole was advanced into groundwater, the grout is pumped through a <br /> grouting tube positioned at the bottom of the borehole. <br />
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