My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0009601
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PARK
>
248
>
2900 - Site Mitigation Program
>
PR0542235
>
ARCHIVED REPORTS_XR0009601
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/4/2020 3:11:00 PM
Creation date
5/4/2020 2:42:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009601
RECORD_ID
PR0542235
PE
2960
FACILITY_ID
FA0024262
FACILITY_NAME
CANEPA CAR WASH
STREET_NUMBER
248
Direction
E
STREET_NAME
PARK
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906035
CURRENT_STATUS
01
SITE_LOCATION
248 E PARK ST
P_LOCATION
01
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
43
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
First Quarter,2002 Quarterly Groundwater Monitoring Report <br /> Canepa's Car Wash,Park Street,Stockton,CA <br /> Page 2 <br /> FIELD OBSERVATIONS <br /> All monitor wells were purged using a clean, single-use, polypropylene, disposable bailer Approximately <br /> three well casing volumes of water were purged from each well The purged water from each well was <br /> placed in 55-gallon drums and left on site pending laboratory analytical results No sheen or separate <br /> phase petroleum was noted in the wells, but a slight to strong petroleum odor was noted in the <br /> groundwater inspection samples from wells MW-2, MW-3, MW-5 and MW-6 <br /> GROUNDWATER ELEVATIONS AND GRADIENT <br /> The static water level in each well was measured to the nearest 0 01-foot with a battery-operated, flat <br /> tape, water-Ievel meter The groundwater monitoring field forms and groundwater measurement field <br /> form are included in Attachment C It should be noted that the groundwater table has been above the top <br /> of all well screens since the August 1996 monitoring event The average groundwater elevation measured <br /> during the January 2002 monitoring event was approximately 0 37 feet higher than measured the previous <br /> quarter The groundwater elevation contours for this monitoring event are similar to historical <br /> groundwater elevation contours <br /> Table 1 — Groundwater Elevation Data (January 8, 2002) <br /> Monitoring Well TOC Elevation` Screened Depth to Groundwater Groundwater <br /> Interval(b s) Elevation <br /> MW-1 1278 45 -65 2415 -1137 <br /> MW-2 12 18 45 - 65 2503 -1285 <br /> MW-3 1357 45 - 65 2556 -1199 <br /> MW-4 1266 40 - 60 2380 -11 14 <br /> MW-5 13 06 40 - 60 2528 -1222 <br /> MW-6 1353 40 - 60 2539 -1186 <br /> MW-7 1286 40 - 60 2453 -1167 <br /> 'TOC Elevation hlevattons are measured from the top of the well casing and are referenced to NGS benchmark HS0391 using NAVD SS datum <br /> All wells were surveyed on October 5,2001 All measurements are in feet <br /> LABORATORY ANALYTICAL RESULTS <br /> The groundwater samples were analyzed by Exelchcm Environmental Laboratories, Inc for total <br /> petroleum hydrocarbons quantified as gasoline (TPH-G) by EPA Method 8015M, for benzene, toluene, <br /> ethyl benzene, and total xylenes (BTEX) by EPA Method 8020, and for selected gasoline <br /> oxygenates/additives by EPA Method 8260B The gasoline oxygenates/additives include methyl tertiary- <br /> butyl ether (MTBE), ethanol, tertiary-butanol, di-isopropyl ether (DIPE), ethyl tertiary-butyl ether <br /> (ETBE), and tertiary-amyl methyl ether(TAME) <br /> Historical groundwater analytical data are presented in Table A, Attachment C A summary of the <br /> laboratory analytical results is presented in Table 2, on the next page Laboratory report sheets indicating <br /> analytical methods used, reporting limits, and the results of the analyses are included in Attachment D <br /> The concentration of benzene has generally decreased with time in monitor well MW-2 as the <br /> groundwater elevation has increased (Figure 6, Attachment A) Benzene concentrations in well MW-5 <br /> have generally increased as the groundwater elevation has increased (Figure 7, Attachment A) It is <br /> important to note that both wells are drowned, with approximately 20 to 15 feet of water above the well <br /> screen, respectively Therefore, the first groundwater, with potentially greater BTEX concentrations, is <br /> not being sampled <br />
The URL can be used to link to this page
Your browser does not support the video tag.