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ARCHIVED REPORTS XR0012562
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0536618
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ARCHIVED REPORTS XR0012562
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Entry Properties
Last modified
3/4/2019 10:37:51 AM
Creation date
3/4/2019 8:02:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012562
RECORD_ID
PR0536618
PE
2960
FACILITY_ID
FA0021026
FACILITY_NAME
STOCKTON CHARTER WAY COMMON PLUME
STREET_NUMBER
440
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16503003
CURRENT_STATUS
01
SITE_LOCATION
440 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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,M <br /> Texaco Environmental Services September 12, 7991 <br /> 02320 1700 <br /> Page 4 <br /> 3.5 MONITORING WELL DEVELOPMENT <br /> Subsequent to installation,the monitoring wells will be develfned manually using the surge and ball <br /> technique. Approximately three to fire well volumes of water will be extracted from each well by this <br /> method. This technique Is used to remove the fines left from drilling,to create an even sand pack,and to <br /> rehabilitate the borehole sides. The to es are drawn through the well screen and subsequently balled from <br /> the well. This process Is repeated until the water is visibly clear of fines. <br /> Subsequent to development,the wells will be left undisturbed until water levels reach equilibrium. <br /> Prior to groundwater monitoring and sampling,the wellheads will also be surveyed. <br /> 3.6 GROUNDWATER MONITORING <br /> Prior to sampling, the monitoring wells will be gauged using an QRS Environmental Equlpmv;It <br /> INTERFACE PROBE-to determine depth to water(OTW),and to check for the presence of separate-phase <br /> hydrocarbons(SP). The DTW Information will be used to construct a potentiometric surfacq elevation map <br /> and to determine the hydraulic gradient. <br /> 3.7 GROUNDWATER SAMPLING <br /> After groundwater monitoring,the monitoring wells wil;be purged of a sufficient water volume to <br /> assure a representative sample. Sampleswill then be collected using a TeflonA sampler cleaned with an <br /> ' Industrial detergent and distilled water. The water samples will be poured from the sampler Into appropriate <br /> IMI containers,acidified when nece3sary,labeled and placed on ice in an insulated container for delivery to a <br /> State of Califnmia-o`tied laboratory. The samples will be accompanied by a chain-ef-custody manifest <br /> and will be analyzed fc�rTPH-G and BTF_X by modified EPA methods 503ri/8020/8015. <br /> 3.8 SOIL.AND WATER DISPOSAL <br /> Sall cuttings ge%.ated during the course of drilling will be stored on and covered with heavy plasr;c <br /> sheeting psading laboratory analyses. Soil disposal will be the responsibility of the client/generator. <br /> Wastewater generated from steam cleaning of drilling augers and from monf4oring•wetl development <br /> and purging will be collected and stored on site in Department of Transportation(DOT)-approved 55-gallon <br /> drums, ponding disposal at an EPA.-permitted transport,storage and disposal facility,or discharged under <br /> the appropriate permits. Wastewater disposal will be the responsibility of the ci€ent/generator. <br /> GRoU\I3LMI'M <br /> i7oavrlwzRar [mmoi.ocy 1,Nc. <br />
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