My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0003262
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HOUSTON
>
1740
>
3500 - Local Oversight Program
>
PR0545289
>
ARCHIVED REPORTS_XR0003262
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/11/2020 9:50:50 AM
Creation date
2/11/2020 8:47:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003262
RECORD_ID
PR0545289
PE
3528
FACILITY_ID
FA0003828
FACILITY_NAME
VAN BUSKIRK GOLF COURSE
STREET_NUMBER
1740
STREET_NAME
HOUSTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
APN
16307036
CURRENT_STATUS
02
SITE_LOCATION
1740 HOUSTON AVE
P_LOCATION
01
P_DISTRICT
001
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.
/
44
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
' 11 November 2002 <br /> • AGE-NC Project No. 98-0468 <br /> ' Page 3 of 4 <br /> 3.1. GROUND WATER ELEVATION AND FLOW DIRECTION <br /> During the September 2002 monitoring event, the depth to ground water at the site ranged from <br /> 11.63 to 14.90 feet below the tops of well casings (btoc) in wells MW-1 through MW-5 and wells . <br /> ' MW-7 and MW-8.During the same monitoring event,the depth to ground water in wells MW-9 and <br /> MW-l0 were 19.50 feet and 19.55 feet btoc. Ground water wells MW-6 through MW-10 have not <br /> ' been surveyed and were not utilized to determine the ground water flow direction or gradient <br /> (Table 1). Groundwater elevation at the site ranged from 4.74 to 5.73 feet below mean sea level <br /> (MSL). Ground water elevation in the monitoring wells decreased an average of 1.3 feet since the <br /> ' previous monitoring event. A summary of depth to ground water and ground water elevation <br /> measurements is presented in Table 1. <br /> ' A ground water elevation contour map for September is illustrated on Figure 3. Based on ground <br /> water elevation data, ground water flow direction is inferred to be toward the northeast. Ground <br /> water gradient for the latest sampling event was calculated to be 0.019.In general,groundwater flow <br /> ' direction and gradient for this monitoring event appear to be consistent with previous monitoring <br /> events results. <br /> ' 3.2. LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> ' Ground water samples were collected from MW-3 through MW-10 for laboratory analysis. A <br /> summary of ground water analytical results are presented in Table-2.The laboratory analytical report <br /> is included in Appendix C. <br /> Toluene was detected in well MW-3 at a concentration of 0.78 micrograms per liter (µgll). Other <br /> ' BTEX compounds or TPH-g in the ground water samples analyzed. <br /> MTBE was reported in the ground water samples collected from monitoring wells MW-3, MW-4, <br /> ' MW76, MW-7, MW-9 and MW-10 at concentrations of 0.78 µg/1, 290 gg/l,'120 pg/l, 0.84 gg/l, <br /> 58 µg11 and 1.9 µg11, respectively, by EPA Method 8260. <br /> ' The MTBE concentration in these samples exceed the DHS - established maximum contaminant <br /> level(MCL)of 5 µg/l for MTBE in ground water.'The DHS action level for MTBE is 13 µg/l. There <br /> were no reported detections of any other fuel oxygenating compounds. <br /> ' Laboratory results of ground water samples analyzed for petroleum hydrocarbons,fuel additives and . <br /> VOCs are summarized in Table 2. The laboratory reports (MAI Laboratory ID: 0209390), quality <br /> ' assurance and quality control (QA/QC)reports and chains-of-custody are included in Appendix C. <br /> ' Advanced GeoEnvironmental,Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.