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ARCHIVED REPORTS_XR0002983
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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HAMMER
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3202
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3500 - Local Oversight Program
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PR0545250
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ARCHIVED REPORTS_XR0002983
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Last modified
1/30/2020 7:06:18 PM
Creation date
1/30/2020 4:51:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002983
RECORD_ID
PR0545250
PE
3528
FACILITY_ID
FA0001817
FACILITY_NAME
7-ELEVEN INC #35355
STREET_NUMBER
3202
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
Ln
City
Stockton
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
3202 W Hammer Ln
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\sballwahn
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EHD - Public
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r <br /> CAMBRIA <br /> Water Sampling <br /> Water samples, if they are collected from the boring, are either collected using a driven <br /> Hydropunch®type sampler or are collected from the open borehole using bailers. The ground water <br /> samples are decanted into the appropriate containers supplied by the analytic laboratory. Samples <br /> i are -C,labeled,placed in protective foam sleeves, stored on crushed ice at or below 4 and transported <br /> under chain-of-custody to the laboratory. Laboratory-supplied trip blanks accompany the samples <br /> t and are analyzed to check for cross-contamination. An equipment blank may be analyzed if non- <br /> dedicated sampling equipment is used. <br /> Grouting <br /> If the borings are not completed as wells, the borings are filled to the ground surface with cement <br /> grout poured or pumped through a tremie pipe. <br /> i <br /> 'r <br /> MONITORING WELL INSTALLATION, DEVELOPMENT AND SAMPLING <br /> i <br /> Well Construction and Surveying <br /> i <br /> l ` <br /> Ground water monitoring wells are installed to monitor ground water quality and determine the <br /> ground water elevation, flow direction and gradient. Well depths and screen lengths are based on <br /> ground water depth, occurrence of hydrocarbons or other compounds in the borehole, stratigraphy <br /> and State and local regulatory guidelines. Well screens typically extend 10 to 15 ft below and 5 ft <br /> above the static water level at the time of drilling. However, the well screen will generally not <br /> extend into or through a clay layer that is at least three ft thick. <br /> i Well casing and screen are flush-threaded, Schedule 40 PVC. Screen slot size varies according to <br /> the sediments screened,but slots are generally 0.010 or 0.020 inches wide. A rinsed and graded sand <br /> occupies the annular space between the boring and the well screen to about one to two ft above the <br /> well screen. A two ft thick hydrated bentonite seal separates the sand from the overlying sanitary <br /> surface seal composed of Portland type 1,11 cement. <br /> Well-heads are secured by locking well-caps inside traffic-rated vaults finished flush with the <br /> ground surface. A stovepipe may be installed between the well-head and the vault cap for additional <br /> + security. <br /> The well top-of-casing elevation is surveyed with respect to mean sea level and the well is surveyed <br /> s for horizontal location with respect to an onsite or nearby offsite landmark. <br /> I <br /> { <br /> Page 2 of 3 <br /> �I <br />
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