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2900 - Site Mitigation Program
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PR0506101
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Entry Properties
Last modified
4/3/2020 1:46:27 PM
Creation date
4/3/2020 1:40:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506101
PE
2960
FACILITY_ID
FA0007202
FACILITY_NAME
CARGILL MOLASSES
STREET_NUMBER
0
STREET_NAME
PORT
STREET_TYPE
RD
City
STOCKTON
Zip
95201
CURRENT_STATUS
02
SITE_LOCATION
PORT RD 8
P_LOCATION
99
QC Status
Approved
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EHD - Public
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L <br /> Q� <br /> Soil Sampling Work Plan <br /> L Cargill,Port Road No.8, <br /> Stockton,California <br /> Sierra-Pacific Project No.95-128.01 <br /> description of the sampling procedures that Sierra-Pacific will use in conducting the <br /> investigation. <br /> L Once USA has identified underground utilities in the sampling vicinity, Sierra-Pacific will hire <br /> L a pipe locating contractor to confirm the absence of underground utility lines. Prior to the <br /> initiation of soil boring activities, the Bobcat auger will be cleaned with an Alconox solution and <br /> rinsed with potable tap water. <br /> Surface debris,including sawdust and construction aggregate material,will be cleared away from <br /> the sample site, and the power auger (6-inch-diameter) will be used to advance a boring to an <br /> Linitial depth of three (3) feet below ground surface (bgs). <br /> At 3 feet bgs, the auger will be carefully withdrawn from the hole in order to collect soil <br /> L cuttings from the auger flights. Soil cuttings will be placed in a 5-gallon plastic bucket, blended, <br /> and a representative composite sample transferred into a labeled 250 milliliter glass jar for field <br /> L testing. These cuttings will then be field-tested for nitrates, nitrites, ammonium, conductivity, <br /> and pH. A second representative sample will be collected for laboratory analysis. The samples <br /> will be immediately labeled and placed in an iced cooler. <br /> L <br /> Upon collection of the soil samples from the 0 to 3-foot interval, the boring will continue to be <br /> advanced to a depth of six (6) feet bgs. The auger will be removed at 6 feet bgs to obtain field <br /> testing data. A second composite sample will be obtained using the sampling protocol described <br /> in the above paragraph. The sampling process will be repeated for deeper borings. Borings <br /> deeper than 6 feet bgs will be advanced using a hand-auger with extensions. No soil samples will <br /> be taken within the saturated zone. <br /> An impact sample will be collected at the bottom of each soil boring for confirmation. The <br /> impact sample will be sealed, capped, labeled, and placed on ice with the composite samples. <br /> Sierra-Pacific Groundwater Consultants, Inc. 3 <br />
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