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2900 - Site Mitigation Program
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PR0516471
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Entry Properties
Last modified
2/1/2019 10:53:44 AM
Creation date
2/1/2019 10:05:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516471
PE
2950
FACILITY_ID
FA0012627
FACILITY_NAME
BNSF STOCKTON INTERMODAL FACILITY
STREET_NUMBER
6540
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
APN
18109023
CURRENT_STATUS
01
SITE_LOCATION
6540 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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3. The borehole will be drilled using a truck-,,anted hollow-stem auger drilling rig. Soil <br /> samples will be collected at 10-foot vertical intervals using a split barrel drive sampler towered <br /> through the hollow-stem auger. Samples frgm each depth will be retained in three 6-inch long <br /> brass tubes. The lower sample tubes will be retained for visual inspection and field testing for <br /> volatile organic vapors using a photoionization detector(PID)_ <br /> 3.3 WELL COMPLETION AND DEVE)1�OPMENT <br /> 1. The monitoring Well will be completed to a depth of approximately 110 feet, depending on the <br /> depth to first ground water. The well will be constructed of 2-inch-diameter Schedule 40 <br /> polyvinyl chloride (PVC)casing with flush threaded connections. The well will be <br /> constructed by installation of perforated casing (0A1-inch machine cut slots) from a depth of <br /> approximately 10 feet above the top of the ater to a depth of 10 feet into the saturated zone. <br /> Blank casing will be installed frons the grou d surface to the perforated interval. The annulus <br /> will be sandpacked with Grade 212 sand pliced to 3 feet above the top of the perforated <br /> casing. A bentonite seal, approximately 5 feet thick, will be placed on top of the sand filter <br /> pack and the remaining annular space will be sealed with neat cament/bentonite slurry mix. <br /> The well head will be completed by installation of a traffic cover and a locking well cap_ <br /> 2. After completion of MW-1, the elevation o the well top will be surveyed relative to a known <br /> local benchmark. <br /> 3. As this is a"clean" site, soil cuttings produced during drilling and water generated from auger <br /> steam cleaning will be spread out and left onsite. Water from development and purging of the <br /> well will also be discharged onsite_ <br /> 4. After completion, the well will.be developed using surge and/or pumping techniques for a <br /> minimum of three well volumes or until temperature, pH and conductivity stabilize. Water <br /> samples will be collected using a clean disposable bailer and analyzed for the <br /> following parameters: <br /> • Volatile Organic Compounds-EPA Method 8260 <br /> • Extractable Fuel Hydrocarbons- modified EPA Method 8015(d) <br /> Chemical Oxygen Demand (COD)-EA Method 410.4 <br /> • Nitrate-EPA Method 300.0 <br /> l . <br /> I <br /> 3 �RC <br /> CutaomerFocwed Sofutlons <br /> 80 'd VV:Vi 00, zz InE <br />
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