My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0006307
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
Y
>
YOSEMITE
>
1048
>
3500 - Local Oversight Program
>
PR0544939
>
ARCHIVED REPORTS XR0006307
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/18/2019 9:16:32 AM
Creation date
10/18/2019 9:11:57 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006307
RECORD_ID
PR0544939
PE
3528
FACILITY_ID
FA0000508
FACILITY_NAME
7-ELEVEN INC #17647
STREET_NUMBER
1048
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
21903003
CURRENT_STATUS
02
SITE_LOCATION
1048 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
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.
/
22
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 <br /> First Quarter 21102 Wnitonng and Sampling Report Ani 29 2002 <br /> 16 7-Eleven Inc Store#17647 1048 West Yosemite Avenue Manteca CA <br /> Geology/Hyd rogeology <br /> The site is located in the central part of the San Joaquin Valley The shallow stratigraphy in the area <br /> consists of Quaternary alluvium and lake deposits The materials encountered during recent drilling at the <br /> site generally consisted of silty fine sand grading downward to medium-grained sand to a depth of about <br /> 15 to 20 feet below grade, with scattered interbedded clay strata <br /> ' During drilling, groundwater was encountered at approximately 15 feet below grade Equilibrated <br /> groundwater levels are about 13 feet below grade During the current sampling event, depth to water <br /> ranged from 14 00 to 14 78 feet below grade Groundwater flow directions are generally westward <br /> (ranging from north to southwest), at gradients ranging from 0 0018 to 0 03 foot per foot <br /> ' Sensitive Receptors <br /> A sensitive receptor evaluation (IT Corporation, May 2000) indicates that there are approximately 14 wells <br /> within a one mile radius of the site The nearest public supply wells are located approximately 993 feet <br /> north (crossgradient) of the site Two wells are also located approximately 4,956 feet southwest <br /> ' (downgradient) of the site <br /> Groundwater Monitoring Data <br /> Before monitoring, the well caps were opened to allow the water in each well to stabilize to atmospheric <br /> pressure The DTW was measured to the nearest 0 01 foot from the top of the well casing using an <br /> ' interface probe <br /> A potentiometnc surface map prepared using the quarterly groundwater elevation data is shown on <br /> ' Attachment 1, Figure 2 Based on the groundwater elevation data, groundwater flow was toward the <br /> southwest at a hydraulic gradient of approximately 0 006 foot per foot, consistent with historic trends <br /> Quarterly groundwater monitoring results and historical data are summarized in Tables 1 and 1A, <br /> respectively (Attachment 2) Field data sheets are included in Attachment 3 <br /> Monitoring Well Sampling and Analytical Results <br /> Before sampling, each of the wells was purged of three volumes of water by hand bailing Dissolved <br /> ' oxygen (DO) concentrations were also measured prior to sampling The wells were sampled using <br /> disposable bailers Groundwater samples were placed in analysis-specific containers with analysis- <br /> specific preservative The samples were then sealed using Teflon septum caps, labeled with the fob <br /> ' identification number, the sample number, date, time, and type of laboratory analysis required The <br /> samples were stored on ice and transported with a chain-of-custody record to a state-certified laboratory <br /> Groundwater samples were analyzed for BTEX and TPH-G using EPA methods 8021/modified 8015, and <br /> 1 for the oxygenates MTBE, TBA, DIPE, ETBE, and TAME using EPA method 8260 <br /> is <br /> 217580h rpt <br />
The URL can be used to link to this page
Your browser does not support the video tag.