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ARCHIVED REPORTS XR0007868
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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3500 - Local Oversight Program
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PR0544664
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ARCHIVED REPORTS XR0007868
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Entry Properties
Last modified
7/17/2019 1:10:49 PM
Creation date
7/17/2019 10:23:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007868
RECORD_ID
PR0544664
PE
3528
FACILITY_ID
FA0004958
FACILITY_NAME
CHARLIES DAY & NIGHT
STREET_NUMBER
706
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13905410
CURRENT_STATUS
02
SITE_LOCATION
706 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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r 1 <br /> 26 March 1999 <br /> r� AGE-NC-Project No 98-0426 , <br /> i, <br /> . Page 2 of 6 <br /> LJ <br /> 1 w 1 <br /> 5 1 <br /> 3 1 PIPING REMOVAL'AND SAMPLING <br /> R <br /> Product piping between the former USTs and the dispenser islands was removed on 24 August 1998 <br /> ' FoUr soil`samples'were collected from approximately 'two feet beneath the piping at locations' <br /> i specified by the PHS-EHD Samples were collected in 2-inch by 3-inch brass sleeves The ends of <br /> each soli 4f lled sample sleeve were covered with Teflon sheets, capped and sealed with tape The" <br />' samples were labeled, placed to a chilled container and transported under chain-of-custody to Alpha <br /> Analytical Laboratones,Inc (AAL) in Ukiah, California,'a State of California Department of Health " <br /> Services (DHS)-certified analytical laboratory <br /> 4 <br /> Y f <br /> 3 2 PROBING AND SAMPLING <br /> On 20 October 1998,three soil probe borings (probangs) were advanced at the site using a Geoprobe <br /> soil probing unit -equipped with '1 125-inch diameter'probe rods and a 1 5-inch diameter soil - <br /> sampling assembly Probings B1, B2 and B3 were advanced to depths of 64, 30 and 45 feet bsg, <br /> respectively On 04 November 1998 three additional probangs were advanced at the site Probings <br /> 10B4, B5 and B6 were advanced to depths of 35, 35 and 30 feet bsg, respectively The Geoprobe and <br /> one-man crew were supplied by Fisch Environmental Exploration Services,of Valley Springs Probe , <br /> boring locations are shown on Figure 2 <br /> ISoil samples were collected using the Geoprobe soil sampling assembly loaded with a 1 125-inch, , <br /> by 2-foot acetate sleeve Samples were collected at 6e-foot intervals,beginning at a depth of 15 feet 1 <br /> - bsg4n probangs B 1,s B4,B5 and B6 and at a depth of 10 feet bsg and at five foot Intervals,beginning <br /> at a depth of 20,feet bsg In probangs 132 and B3 After collection, a nominal six-Inch soil-filled, <br /> ` section of the sleeve was cut and preserved by covering the ends with aluminum sheets, capping and <br />' sealing with tape , s <br /> 41 <br /> + I <br /> F <br /> Following the collection of the 35-foot-bsg soil samples in pfobings B 1 and B3 and the 30-foot-bsg, <br /> I , 'soil samples in probings B2, B4, B5 and B6, a grab water sample was collected from the active <br /> ' boring" Slotted PVC casing was inserted into the open borehole 'A modified bailer consisting of <br />' Teflon tubing and'a check valve was inserted through the casing and used to bring the'samples to ' <br /> the surface' Each grab water sample was transferred,into 40-m1 VOA vials containing 0 5 ml 18% <br /> hydrochloric acid as a sample preservative All soil and water samples were labeled, placed in a <br />' chilled container and selected samples were transported under chain-of-custody to DHS-certified <br /> laboratones'Samples collected on 20 October 1998 were transported to McCampbell Analytical,Inc <br /> (MAI) in Pacheco, California, samples collected on 04 November 199.8 were transported to AAL <br /> 4 <br /> All probing rods and sampling tools used for sample collection were thoroughly rinsed with clean <br /> water after,washing with a solution of Alconox between'each sampling run All probangs were <br /> f F ' <br /> Si Advanced CeoEnvironmental,Inc <br /> t 1 1 <br /> 1 <br />
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