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ARCHIVED REPORTS_XR0008326
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545674
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ARCHIVED REPORTS_XR0008326
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Entry Properties
Last modified
5/20/2020 10:15:44 AM
Creation date
5/20/2020 10:03:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008326
RECORD_ID
PR0545674
PE
3528
FACILITY_ID
FA0006039
FACILITY_NAME
MARK NEWFIELD
STREET_NUMBER
107
Direction
N
STREET_NAME
SCHOOL
STREET_TYPE
ST
City
LODI
Zip
95240
CURRENT_STATUS
02
SITE_LOCATION
107 N SCHOOL ST
P_DISTRICT
004
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
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' 16 February 1999 <br /> • AGE-NC Project No 97-0290 <br /> Page 3 of 11 <br /> 3.0. PROCEDURES <br />' Field procedures for the collection of soil samples,completion and development of monitoring wells <br /> and performance of ground water monitoring and sampling are described below <br /> 3 1 PROBING AND SAMPLING <br /> On 12 October 1998, three soil probe borings (probings) were advanced at the site using AGE's <br />' Geoprobe 5400 probing unit equipped with 1 25-inch diameter probe rods and a 2 15-inch diameter <br /> soil sampling assembly Probing P1 was advanced to a depth of 15 feet below surface grade, where <br /> probing refusal was encountered Soil samples were collected at depths of 10 and 15 feet bsg <br /> Probings P2 and P3 were advanced to a vertical depth of 50 feet bsg Soil samples were collected <br /> at 5-foot intervals, beginning at a depth of 10 in probing P2 and beginning at a depth of 15 feet in <br /> probing P3 Probe boring locations are shown on Figure 2 <br />' All samples were collected using the Geoprobe soil sampling assembly loaded with four 1 125-inch <br /> by 6-inch brass sleeves All probing rods, sampling tools and sample liners used for sample <br /> collection were thoroughly rinsed with clean water after washing with a solution of Alconox between <br /> each sampling run After collection,the ends of the second brass sleeve were covered with aluminum <br /> sheets, capped and sealed with tape The sleeves were labeled and placed in a chilled container <br /> Following collection of soil samples, probings P2 and P3 were advanced to a depth of 60 feet bsg <br /> using a Geoprobe water sampling assembly equipped with a retractable slotted PVC screen and a <br /> grab water sample was then collected in each boring A modified bailer consisting of Teflon tubing <br /> and a check valve were inserted through the probe rods and into the screen and used to bring the <br /> samples to the surface Each grab water sample was transferred into 40-m1 VOA vials containing 0 5 <br /> ml 18% hydrochloric acid as a sample preservative The sample collected from probing P3 was also <br /> transferred into a one-liter amber bottle <br /> Grab ground water and selected soil samples were transported under chain-of-custody, to <br /> McCampbell Analytical, Inc (MAI) in Pacheco,a California Department of Health Services (DHS)- <br /> certified analytical laboratory <br /> 32 DRILLING AND SAMPLING <br /> In November and December 1998 and in January 1999,eleven soil borings were advanced at the site <br /> Borings MW 1 through MW7 and borings B4 through B7 were advanced to a depth of 60 feet bsg <br /> using a CME-75 drill rig, equipped with 7 25-inch diameter hollow-stem augers that were used to <br /> Ad anced GcoEnv iron mental,Inc <br />
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