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ARCHIVED REPORTS XR0007008
EnvironmentalHealth
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EIGHT MILE
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11530
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2900 - Site Mitigation Program
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PR0541077
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ARCHIVED REPORTS XR0007008
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Last modified
7/10/2019 11:43:37 AM
Creation date
7/10/2019 9:56:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007008
RECORD_ID
PR0541077
PE
2960
FACILITY_ID
FA0023517
FACILITY_NAME
PS MARINA 5 / KING ISLAND RESORT
STREET_NUMBER
11530
Direction
W
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
07119006
CURRENT_STATUS
01
SITE_LOCATION
11530 W EIGHT MILE RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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tLVA <br /> Li0 <br /> A S S O C I A T E S I N C <br /> 2_3 Groundwater Sampling and Analysis <br /> One groundwater sample was collected from borings SB28 through SB37 at the depth <br /> groundwater was first encountered, approximately 9 to 14 feet bgs A Geoprobe® Screen Point <br />' 15 Groundwater Sampler was threaded onto the leading end of the Geoprobe after groundwater <br /> had been encountered When the sampler was advanced, O-ring seals and an expendable drive <br /> point provided a watertight system to ensure sample integrity <br /> When the tool was advanced to the desired depth, extension rods were sent downhole to brace the <br />' bottom of the sample screen as the tool casing was retracted When the casing was retracted, <br /> approximately 41-inches of screen with slot sizes of 0 004 inches was exposed Teflon tubing <br /> with a check valve attached to one end was inserted down the casing until it was immersed in <br /> groundwater Water was then pumped through the tubing and to the ground surface by <br /> oscillating the tubing up and down Groundwater samples were placed on ice and delivered <br /> under chain-of-custody documentation to Sequoia or Argon for chemical analysis Following <br /> soil and groundwater sample collection, the borings were backfilled with neat cement grout to <br /> the ground surface All groundwater samples were analyzed for TPHg, TPHd, BTEX, and <br /> oxygenate fuel additives with the exception of the water sample collected from boring SB30 <br /> Due to the slow rate of extraction, not enough water was collected to perform analysis for TPHd <br /> 30 SUBSURFACE CONDITIONS <br />' 3.1 H dro eolo is Conditions <br />' Stockton, California is located in the San Joaquin Valley, the southern extension of the <br /> California Great Central Valley (Figure 1) The Great Central Valley is a deep alluvial plain <br />' extending nearly 500 miles from the Siskiyou Range of the Cascade Mountains in the north to <br /> the Tehachapi Range to the south At Stockton, the San Joaquin Valley is approximately 40 <br /> miles wide The western Valley boundary consists of the low, rolling foothills of the California <br />' Coast Range Mountains (maximum elevation due west is less than 3,000 feet) and the eastern <br /> boundary consists of the more rugged foothills of the Sierra Nevada (maximum elevation due <br /> cast is over 10,000 feet) <br /> The Great Central Valley contains a thick sequence of sediment which, in places, reaches a depth <br /> of 10 miles These sediments range in geologic age from Jurassic (205 million years before <br />' present) to Recent (present time) and include both marine and continental deposits The site's <br /> immediate subsurface geology consists of PIeistocene and Recent alluvial deposits These <br /> alluvial deposits consist of heterogeneous sequences of sand and gravel originating from active <br />' stream channels, and silt and clay originating from overbank and marsh depositional <br /> environments <br /> w 1625141reponslsummv doc 4 <br /> 1 <br />
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