My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0011139
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
D
>
DR MARTIN LUTHER KING JR
>
701
>
3500 - Local Oversight Program
>
PR0544217
>
ARCHIVED REPORTS XR0011139
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/4/2019 11:18:33 PM
Creation date
3/4/2019 4:36:06 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011139
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
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.
/
48
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
' 25 March 2002 <br /> AGE-NC Project No 97-0326 <br /> Page 3 of 9 <br />' • Oxygenated volatile organics -di-isopropyl ether(DIPE), ethyl tertiary-butyl ether(ETBE), <br /> MTBE, tertiary-amyl methyl ether(TAME), tertiary butanol (TBA), methanol and ethanol <br /> in accordance with EPA Method 8260B <br />' • Ethylene dibromide (EDB) and 1,2 dichloroethane (1,2 DCA) in accordance with EPA <br /> Method 8260 <br /> I <br />' • Volatile organics (vocs) by GCIMS (full-scan 8260) <br />' 3.0. RESULTS <br />' The computer-generated CPT hthologic data interpretation was integrated with previous subsurface <br /> soil descriptions to refine the subsurface geological model, the hydrocarbon impact to ground water <br /> and soil was quantified by laboratory analysis of the grab ground water and soil samples, as <br />' presented below <br /> 31 STRATIGRAPHY <br /> Based on the findings from the CPT soil bonngs and soil composition data acquired to previous <br />' borings. (Figure 2), cross sections A-A' and B--B' were constructed, which depict general lithology <br /> beneath the site (Figures 3 and 4) The sediments above 70 feet below surface grade (bsg) are <br /> generally laterally discontinuous and tend to be fine-grained,predominantly consisting of alternating <br />' clayey silts silty clays and clays The coarsest sediment was in a 10-foot thick silt and sand wedge <br /> near the western edge of the site which lenses out towards the west, east and south (see Figure 4) <br />' Below 70 feet bsg is a CPT-defined cyclical sequence of laterally continuous sand layers alternating <br /> with finer-grained sediments The laterally continuous sand layers occur at an approximately 30-foot <br />' interval The uppermost sand at approximately 80 feet bsg is the thinnest, at approximately 4 feet, <br /> the thickest layer, at approximately 110 feet bsg, is approximately 12 feet thick As mapped, the <br /> sequence appears to be nearly horizontal (see Figures 3 and 4) <br />' AGE has developed a preliminary subsurface model of the site soil stratigraphy comprised of seven <br /> informal zones, a vadose (unsaturated)zone and six hydrological units Hydrological units may be <br />' defined as significant vertical intervals of soil having significant lateral extent and inferred to have <br /> similar hydrologic characteristics (i e hydraulic conductivity, transmissivity, etc ) over its vertical <br /> and horizontal extent A `flow unit' may be defined as a hydrologic unit characterized by <br />' significantly greater hydraulic conductivity values than overlying and underlying units A flow unit <br /> • <br />' Advanced GeoEnvironmentai,Inc <br /> r <br />
The URL can be used to link to this page
Your browser does not support the video tag.