My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
T
>
TEEPEE
>
2769
>
2900 - Site Mitigation Program
>
PR0544631
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/27/2026 10:55:11 AM
Creation date
2/27/2026 10:53:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0544631
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0025370
FACILITY_NAME
AIRESOURCE TECHNOLOGIES PROPERTY
STREET_NUMBER
2769
STREET_NAME
TEEPEE
STREET_TYPE
DR
City
STOCKTON
Zip
95206
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
2769 TEEPEE DR STOCKTON 95206
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
i <br /> 02 July 2019 AdvancedGeo <br /> AGE Project No. 19-4793 Envi ron menta I <br /> Page 2 of 3 `� NI <br /> 2.1. PRE-FIELD WORK ACTIVITIES <br /> Applicable site assessment permits will be obtained from the San Joaquin County <br /> Environmental Health Department (SJCEHD). In addition, a health and safety plan will <br /> be updated in accordance with Occupational Safety and Health Guidance Manual for <br /> Hazardous Waste Site Activities (National Institute for Occupational Safety and Health <br /> Administration, U.S. Coast Guard and U.S. Environmental Protection Agency, 1985). <br /> Prior to mobilization, each proposed boring location will be clearly marked, and a utility <br /> clearance obtained through Underground Service Alert. <br /> 2.2. SOIL PROBE BORINGS AND SAMPLING <br /> For the proposed investigation, a total of six (6) borings will be advanced to ten feet <br /> below surface grade (bsg) near the three floor drains, the drain line and in the rear of <br /> the property. Two additional borings will be advanced to twenty feet bsg in the septic <br /> tank areas at the north edge of the property (Figure 2). All borings will be advanced <br /> utilizing a van-mounted direct push drilling rig. Soil samples will be collected at five-foot <br /> intervals beginning at 5 bsg and ending at ten and twenty feet bsg in proposed borings. <br /> Soil samples will be analyzed by a California Environmental Lab Accreditation Program <br /> (CELAP)-certified lab for the following: <br /> • Total petroleum hydrocarbons quantified as gasoline, diesel and motor oil <br /> (TPH-g, TPH-d and TPH-mo) in accordance EPA method 8015M. <br /> • Volatile organic compounds, including naphthalene, in accordance with EPA <br /> method 8260B. <br /> Laboratory reports for soil sample and water analyses, testing methods, laboratory <br /> quality assurance/quality control (QA/QC) reports, and sample chain-of-custody <br /> documentation will be presented in a report with the findings and recommendations. <br /> 2.3. REPORT PREPARATION <br /> Upon completion of field work and receipt of final laboratory analysis, a report will be <br /> prepared presenting the findings of the investigation. The report will include a <br /> description of the work performed and results of the sampling and analysis. <br /> Conclusions, applicable recommendations and maps will be included in the report. The <br /> report will be reviewed and signed by a California Professional Geologist. <br />
The URL can be used to link to this page
Your browser does not support the video tag.