My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
88 (STATE ROUTE 88)
>
13975
>
2900 - Site Mitigation Program
>
PR0522057
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/20/2024 9:23:26 AM
Creation date
9/5/2019 2:14:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0522057
PE
2950
FACILITY_ID
FA0015024
FACILITY_NAME
USA GASOLINE #3756
STREET_NUMBER
13975
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
APN
01908014
CURRENT_STATUS
01
SITE_LOCATION
13975 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
61
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
t 1 • • <br /> Mr. Charles Miller,USA Gasoline Corporation November 6, 2006 <br /> Baseline Site Investigation Report Project No.2007-3756-01 <br /> USA Station No. 3756,Lockeford, California <br /> Page 2 <br /> beginning work activities. A copy of the drilling permit is provided in Appendix A. All <br /> work was conducted under the direct supervision of a State of California Professional <br /> Geologist or Civil Engineer. <br /> FIELD ACTIVITIES <br /> Exploratory Soil Borings <br /> A Stratus geologist was on-site to oversee Mitchell Drilling Environmental Corporation <br /> (C-57 #672617) of Merced, California, complete the drilling activities between October <br /> 18 and 19, 2006. Soil borings were advanced using a truck mounted drill rig equipped <br /> with 8-inch diameter hollow stem augers. Soils were classified on-site using the Unified <br /> Soil Classification System. Boring logs detailing soil stratigraphy are included in <br /> Appendix A. Following advancement to total depth, each borehole was backfilled to <br /> surface grade using neat cement. Approximate soil boring locations are depicted on <br /> Figure 2. <br /> The initial 5 feet of each boring were advanced with a hand auger and/or post-hole digger <br /> to reduce the possibility of damaging underground utilities. Soil samples were collected <br /> using a California-type, split-spoon sampler equipped with three precleaned brass tubes. <br /> The ends of the bottom-most, intact tube from each sample interval were lined with <br /> Teflon TM sheets, capped, and sealed. Each sample was labeled, placed in a resealable <br /> plastic bag, and stored in an ice-chilled cooler. Strict chain-of-custody procedures were <br /> followed from the time the samples were collected until the time the samples were <br /> relinquished to the laboratory. <br /> Additional soil from each sampled interval was placed and sealed in plastic bags to allow <br /> the accumulation of volatile organic compound (VOC) vapors within the airspace in the <br /> bags. A portable photo-ionization detector (PID) was used to measure VOC <br /> concentrations from each sample in parts per million by volume (ppmv). PID results are <br /> included on the boring logs presented in Appendix A. PID concentrations and soil types <br /> were evaluated prior to submitting soil samples for chemical analysis. <br /> Waste Management <br /> Drill cuttings and wastewater generated during drilling activities was placed in properly <br /> labeled, DOT-approved, 55-gallon steel drums and stored on-site pending disposal. <br /> Belshire Environmental Services, Inc. is scheduled to transport the soil and wastewater to <br /> licensed facilities for disposal. <br /> KAUSA Gaso1ine\3756\Reports\USA 3756-baseline assessment report.doc STRATUS <br />
The URL can be used to link to this page
Your browser does not support the video tag.