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3500 - Local Oversight Program
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PR0544594
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Last modified
6/21/2019 4:15:53 PM
Creation date
6/21/2019 2:49:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544594
PE
3528
FACILITY_ID
FA0006298
FACILITY_NAME
DANIELS PROPERTIES
STREET_NUMBER
2210
Direction
W
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
APN
12330040
CURRENT_STATUS
02
SITE_LOCATION
2210 W COUNTRY CLUB BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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13 January 1998 <br /> AGE-NC Project No. 98-0398 <br /> Page 4 of 5 <br /> check of underground utilities or pipes. <br /> 3. Advance each soil probing using a van-mounted Geoprobe probing unit (direct push <br /> technology: DPT) equipped with 1.25-inch diameter rods. Each probing will be advanced to <br /> a minimum depth of 20 feet bsg. Proposed soil probe boring locations are depicted on Figure <br /> 2. <br /> 4. Decontaminate sampling equipment in an Alconox solution and rinse with water prior to <br /> each sampling run. <br /> 5. At least one soil probe boring near the former UST location will be continuously sampled <br /> using a Geoprobe Macro-core sampler and 36-inch acetate sleeves. <br /> 6. If additional soil probe borings are needed, then soil samples will be collected at 5-foot <br /> intervals beginning at 5 feet bsg. Samples will be collected using a Geoprobe soil sampling <br /> assembly pre-loaded with four 1.125-inch by 6-inch brass sleeves. <br /> 7. Preserve soil samples in the second brass sleeve by covering both ends with Teflon sheets, <br /> capping, and sealing with tape. Each sample sleeve will be labeled with the following <br /> information: soil probe boring location, depth,time, date and sampler's initials. <br /> 8. Label and log samples on a chain-of-custody form. <br /> 9. Store samples in a chilled container and transport to a State-certified laboratory for analysis <br /> of TPH-g,BTE&X and MTBE in accordance with EPA methods 5030/8015m and 8020/602. <br /> 10. Monitor soil sample duplicates for the presence of organic vapor using a photo-ionization <br /> detector (PID) pre-calibrated to isobutylene. <br /> 11. Log soil sample duplicates in accordance with the Unified Soil Classification System. <br /> 12. Backfill each probing to surface grade using Portland type II cement. <br /> 4.2. GROUND WATER SAMPLING <br /> The following procedures will be performed for collection of grab ground water samples: <br /> 1. Collect a minimum of one grab ground water sample from all soil probe borings. Ground <br /> water samples will be collected using a Geoprobe water sampling assembly. A ground water <br /> sample will be collected at each sampling point in 40-m1 VOA vials containing hydrochloric <br /> acid. <br /> 2. Transmit each ground water sample to a State-certified laboratory under chain-of-custody <br /> procedure. <br /> Advanced GeoEnvironmental,Inc. <br />
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