My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0007280
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
EIGHT MILE
>
15135
>
2900 - Site Mitigation Program
>
PR0518132
>
ARCHIVED REPORTS XR0007280
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/10/2019 6:52:42 PM
Creation date
7/10/2019 11:53:40 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007280
RECORD_ID
PR0518132
PE
2960
FACILITY_ID
FA0013716
FACILITY_NAME
H & H MARINA
STREET_NUMBER
15135
STREET_NAME
EIGHT MILE
STREET_TYPE
RD
City
STOCKTON
Zip
95219
APN
06908021
CURRENT_STATUS
01
SITE_LOCATION
15135 EIGHT MILE RD
P_LOCATION
01
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.
/
69
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
Y <br />' 01 November 2002 <br /> -AGE-NC Project No 01-0865 <br />' Page 2 of 6 _ <br />' 2 2 s LOGGING <br /> Soil was extruded from a second brass sleeve and was screened for the presence of organic vapor <br />' using an organic vapor meter (OVM) equipped with a photo-ionization detector (PID Thermo <br /> Environmental 580A, 10 0 eV, calibrated to isobutylene), the OVM readings were recorded on the <br /> boring log The soil was then visually described in accordance with the Unified Soil Classification <br />' System (see Appendix B) <br /> 23 WELL COMPLETIONS <br /> 1 <br /> Pilot borings MW5 through MW 10 were completed as ground water monitoring wells using <br />' two-inch diameter PVC casing with 0 020-inch slotted screen installed from approximately 4 feet <br /> to 14 feet bsg in borings MW5,MW9, and MW 10 and from approximately 50 feet to 60 feet bsg in <br /> bonngs MW6, MW7 and MW9 with blank casing extended to the surface EW1 was completed as <br />' a ground water extraction well using six-inch diameter PVC casing with 0 020-mch slotted screen <br /> installed from approximately 4 feet bsg to 19 feet bsg <br />� . The filter pack(No 3 or No 2112 Lonestar sand)was installed from approximately 2 feet to 14 feet <br /> bsg in MWS,MW9 and MWIO and from approximately 48 feet to 60 feet bsg in MW6,MW7 and <br />' MW8 A nominal 2-foot bentonite chip plug was then installed above the filter pack and hydrated <br /> The wells were then grouted to near the surface with portland cement Water-tight,traffic-rated well <br /> boxes were then installed over wells MW 5 and MW 6 and stand pipe well boxes were installed over <br />' wells MW7 through MW10 and EW1 As-built well diagrams are depicted on the boring logs in <br /> Appendix B <br /> 1 24 LABORATORY ANALYSES OF SOIL SAMPLES < <br />' Selected soil samples were analyzed for <br /> Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA y <br />' Method 8015 Modified, <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA Method 8020, and <br />' Fuel additives - di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), MTBE, <br /> tertiary-amyl methyl ether(TAME),tertiary butanol(TBA)by EPA Method 8260 Modified <br /> 1 Advanced GeoEnvlronmental,Inc <br />
The URL can be used to link to this page
Your browser does not support the video tag.