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ARCHIVED REPORTS_XR0005537
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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N
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99 (STATE ROUTE 99)
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23987
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3500 - Local Oversight Program
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PR0544915
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ARCHIVED REPORTS_XR0005537
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Entry Properties
Last modified
11/19/2024 1:50:25 PM
Creation date
10/3/2019 8:13:26 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005537
RECORD_ID
PR0544915
PE
3528
FACILITY_ID
FA0003884
FACILITY_NAME
GOLDEN EAGLE AVIATION INC
STREET_NUMBER
23987
Direction
N
STREET_NAME
STATE ROUTE 99
City
ACAMPO
Zip
95220
CURRENT_STATUS
02
SITE_LOCATION
23987 N HWY 99
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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' 14 December 2005 <br /> • AGE-NC Project No 98-0533 <br /> Page 2 of 4 <br /> the wells to achieve a minimum 80% recovery of the pre-purge water volume The samples were <br />' transferred into laboratory-supplied 40-m1 EPA-approved VOA vials containing 0 5 ml 18% <br /> hydrochloric acrd as a sample preservative The sample vials were then labeled with the monitoring <br /> well designation,date,time of sampling and the sampler's initials The samples were transported in , <br /> a chilled container under chain of custody to MAI for analysis The samples were analyzed for <br />' - Total petroleum hydrocarbons quantified as aviation gasoline (TPH-ag) in accordance with <br /> EPA Method 5030/8015M, <br />' - Benzene,toluene,ethylbenzene and xylene(BTEX)and methyl tertiary-butyl ether(MTBE) <br /> in accordance with EPA Method 262'6, <br /> I - Fuel oxygenates - tertiary butanol (TBA), di-isopropyl ether (DIPS), ethyl tert-butyl ether <br /> (ETBE), tert-amyl methyl ether (TAME), and MTBE in accordance with EPA Method <br />' 8260B, and <br /> Ethylene dibromide (EDB) and 1,2 dichloroethane (1,2 DCA) in accordance with EPA <br /> method 8260 <br /> At the request of the EHD,a ground water sample from the on-site domestic well was also collected <br />' and analyzed To ensure that formation water was being produced, water was allowed to run out of <br /> the well for approximately 20 minutes,which was long enough to automatically turn the well pump <br />' on Ground water was poured directly into the 40-m1 VOA vials from a valve at the well head <br />' 3.0. FINDINGS <br /> Ground water elevation, ground water gradient and flow direction were determined from field data, <br />' ground water were assessed by laboratory analysis of ground water samples <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> The elevation of ground water in each of the three monitoring wells was calculated by subtracting <br />' the depth to ground water from the surveyed relative casing elevations (Table 1) Depths to ground <br /> water ranged from 81 30 feet to 81 90 feet bsg Depth to ground water dropped an average of 9 77 <br /> feet since the previous monitoring event in May 2002 Ground water elevations at the site ranged <br />' from 24 54 feet(MW-1)to 24 90 feet(MW-3)below mean sea level The ground water gradient was <br /> . calculated to be 0 005 ft/ft directed towards the east-northeast Figure 3 illustrates the contoured <br /> IAdvanced GeoEnvironmental,Inc <br /> I <br />
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