My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0002200
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
G
>
GRANT LINE
>
2420
>
3500 - Local Oversight Program
>
PR0545209
>
ARCHIVED REPORTS_XR0002200
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/28/2020 9:01:17 AM
Creation date
1/28/2020 8:30:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002200
RECORD_ID
PR0545209
PE
3528
FACILITY_ID
FA0003963
FACILITY_NAME
TRACY76
STREET_NUMBER
2420
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
Tracy
Zip
95377
APN
23802006
CURRENT_STATUS
02
SITE_LOCATION
2420 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
51
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
3.5 Groundwater Sample Collection and Analysis <br />' Water samples were collected from each well using a new disposable plastic bailer Each <br /> water sample was collected in two 40 ml VOA vials and one 1-liter amber bottle Samples <br /> were transported in a chilled container to McCampbell Analytical, Irrc (MAI) to Pacheco, <br /> 1 California and analyzed for TPH as gasoline and diesel and BTE&X in accordance with <br /> EPA methods 5030 and 602, respectively <br />' 3.6 Monitoring Well Surveying <br /> On February 7, 1995, the relative casing elevations of all four monitoring wells were <br />' surveyed Monitoring well MW-1 was assigned an arbitrary elevation of 20 00 feet, other <br /> wells were surveyed relative to MW-1 <br /> 4.0 FINDINGS <br />' 4.1 Stratigraphy <br /> Pea gravel was encountered in boring B-6 from approximately 6 to 12 feet The soil <br /> overlying the pea gravel was less compact than the soil penetrated elsewhere at the site <br /> indicating possible backfill material The boting may have penetrated the area of a former <br /> irrigation ditch <br /> Black tora la was encountered from. the surface to 10 feet in boring B-8 Two-inch <br /> togray clay <br /> cobbles with black clay was encountered in bot rng B-9 from apps oxiniately 2 to 6 feet Black <br /> to gray clay was encountered below the cobbles to 10 feet to boring B-9 A sewage odor was <br /> also observed in the black and gray clays in both B-8 and B-9 The presence of the cobbles <br /> and sewage odor suggests the presence of a septic leach line near the west side of the pump <br /> islands Flowing water was also heard in boring B-8 during dulling However, the current <br /> property manager indicated that the leach lines do not run near the pump islands Clay to <br /> silty clay was encountered in the remaining depths of all borings Bottng logs are included <br /> in Appendix A <br /> 4.2 Laboratory and Field Evidence of Impacted Soil <br /> Slight hydrocarbon odors were noted in samples from B-6 at depths from 6 to 12 feet (pea <br /> gravel) and at 15 feet Organic vapors were detected with the PID at concentrations up to <br /> 25 parts per million (ppm) TPH as diesel and motor oil were detected at a depth of 5 feet <br /> at concentrations of 36 ppm and 290 ppm, respectively TPH as diesel was detected at a <br /> depth of 15 feet at a concentration of 40 ppnn Benzene was detected at slightly above the <br /> detection limit at depths of 13 feet and 15 feet Slight hydrocarbon odors were noted in <br /> boring B-7 at a depth of 5 feet, Organic vapors were detected at a concentration of 38 ppm <br /> TPH as gasoline, diesel, motor oil and benzene were detected at concentrations of 2 0 ppm, <br /> SG94(R I01402UZI L..6..d F—d QR LA2 94 <br />
The URL can be used to link to this page
Your browser does not support the video tag.