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ARCHIVED REPORTS XR0012563
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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D
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DR MARTIN LUTHER KING JR
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620
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3500 - Local Oversight Program
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PR0544216
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ARCHIVED REPORTS XR0012563
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Entry Properties
Last modified
3/5/2019 1:33:30 AM
Creation date
3/4/2019 2:42:56 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012563
RECORD_ID
PR0544216
PE
3528
FACILITY_ID
FA0003738
FACILITY_NAME
CHARTER WAY SHELL*
STREET_NUMBER
620
Direction
W
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
Stockton
Zip
95206
APN
16504007
CURRENT_STATUS
02
SITE_LOCATION
620 W DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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��Y '""�.rv. x� .�g ra `?'F: nv o-u,. �3 � .n v ^tis... 'W',x+'i`xt"F, ..+� •.� `� y �,�' m. <br /> i} <br /> FIFLD PROCFDUREN <br /> The following section describes field procedures that were completed by Delta personnel in the performance <br /> of the task involved with this project. <br /> i <br /> 1.0 DUARTFRLY GROUND WATER SAMPLING <br /> 1.1 Gropnd Water and Free-Floatln PrMuct De Ih Determination <br /> A water/petroleum product interface probe was used to determine free product thickness and ground water <br /> depth in each well. If a free-floating product layer was not detected by the interface probe,the tip of the <br /> probe was subjectively analy7.ed for product sheen. <br /> 1.2 So h ertive Anal sis of Ground Water <br /> Prior to purging of ground water monitoring wells,a water sample was collected from each monitoring well <br /> for subjective analysis. The retrieving of the sample involved gently lowering a clean,disposable Teflon <br /> bailer to approximately enc-half the bailer length past the air,liquid interface. The bailer was then retrieved, <br /> and the sample contained within the bailer was examined for floating product levels and appearance of a <br /> petroleum product sheen. <br /> 1.3 Monitoring Well Pur in and Sam lin <br /> Monitoring wells were purged using a centrifugal pump capable of producing approximately 5 gallons per 3 <br /> minute. Ground water removed from the wells was stored in 55-gallon barrels at the site. The barrels were <br /> labeled with c arresponding monit-ring well numbers and the date of purging. Purge water will be collected <br /> from the storage barrels in a vacuum truck and transported to an appropriate facility for treatment and/or <br /> disposal. Auer purging,ground water levels were allowed to stabilise. A water sample was then removed <br /> from each of the wells by use of a Teflon bailer. Samples were collected in air-tight vials, appropriately <br /> labeled,and stored on ice from the time of collection through the time of delivery to the laboratory. A <br /> chain-of-custody form was completed to ensure sample integrity. Ground water samples were transported <br /> _ to the laboratory and analyzed within the EPA-specified holding times for the requested analyses. <br /> 2.0 '4fONITORiNG WELL INSTALLATION <br /> 2.1 1AWRtIng Unde round Utilities <br /> Prior to the installation of monitoring well MW-10,Delta researched the location of underground utilities <br /> with the assistance of Underground Service Alert(USA). USA contacted the owners of the various utilities <br /> in the vicinity of the site to have the utility owners mark the locations of their underground utilities. Drilling <br /> was preceded by hand-augering to a depth of 5 feet to avoid contact with underground utilities. <br /> QMRO01JI1M <br />
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