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2900 - Site Mitigation Program
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PR0537081
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Entry Properties
Last modified
5/18/2020 9:50:40 AM
Creation date
5/18/2020 9:49:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0537081
PE
2950
FACILITY_ID
FA0021282
FACILITY_NAME
PRIVATE PROPERTY
STREET_NUMBER
1450
Direction
E
STREET_NAME
SCOTTS
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
15131044
CURRENT_STATUS
01
SITE_LOCATION
1450 E SCOTTS AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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16 May 2012 <br /> AGE-NC Project No. 12-2113 <br /> Page 4 of 5 <br /> pressure is created around the Tedlar bag, which inflates, allowing the soil-vapor sample <br /> to enter directly into the bag via the inlet port. When the sample is collected, the negative <br /> pressure in the chamber is reduced and the sample bag is sealed, labeled, log on a chain- <br /> of-custody form, and place into a dry cooler (room temperature). Subsequently, all of the <br /> collected soil-vapor samples will be delivered to a CDPH-certified laboratory for analysis <br /> of VOCs in accordance with EPA-method 82606. <br /> After sample collection, soil-vapor from the polyethylene tubing will be monitored for the <br /> presence of volatile organics using a photo-ionization detector (PID) pre-calibrated to <br /> isobutylene. <br /> Additionally, AGE proposes to utilize 70% isopropyl alcohol (rubbing alcohol) as a leak <br /> detection tracer compound to ensure that a reliable soil-vapor sample is collected from <br /> each soil boring with no ambient air breakthrough down the probe rods. AGE will apply an <br /> appropriate amount of rubbing alcohol(approximately 8 ounces)to adequatelywet a cotton <br /> towel; the wetted towel will be completely wrapped around the base of the probe rod where <br /> it contacts the surface and the bentonite seal. Thereafter, a soil-vapor sample will be <br /> collected. Isopropyl alcohol analysis will verify the validity of each sample. <br /> GRAB GROUND WATER SAMPLE COLLECTION AND ANALYSIS <br /> For the collection of grab ground water samples, soil probe borings will be advanced to the <br /> top of the ground water table or approximately 40 feet bsg. Once ground water has been <br /> encountered, a Geoprobe push-driven water sampling device will be advanced into the <br /> water-bearing zone. Grab ground watersamples will be collected using a Geoprobe Screen <br /> Point 15 Ground Water Sampler TM (GWS)fitted with a new one-half inch 0.010-inch slotted <br /> temporary well screen. Ground water samples will be extracted using inertial action by <br /> lowering Teflon tubing through the hollow center of the push rods into the screen section. <br /> Each ground water sample will be collected into four laboratory supplied 40-ml volatile <br /> organic analysis(VOA)vials without preservative. Following collection,appropriately sealed <br /> and labeled samples will be placed in a chilled container under ice and transported under <br /> chain-of-custody procedure to a CDPH-certified laboratory for analysis of VOCs in <br /> accordance with EPA-method 82606. Each sample container will be labeled with the <br /> boring designation, time, date and sampler's initials. <br /> EQUIPMENT DECONTAMINATION <br /> Prior to use, all sampling tools used for sample collection will be thoroughly rinsed with <br /> clean water after being washed with a solution of Alconox. All probing rods will be cleaned <br /> prior to advancement at each probe boring location. <br /> Advanced GeaEnviranmental,Inc. <br />
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