My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001630
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
C
>
CLAY
>
639
>
3500 - Local Oversight Program
>
PR0544513
>
ARCHIVED REPORTS XR0001630
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/14/2019 12:17:38 PM
Creation date
6/14/2019 10:48:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001630
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
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.
/
38
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
{ <br />' 14M <br /> , • May 2003 <br /> AGE-NC Project No 010865 <br />' Page 3 of 5 <br /> L <br />' 2 2 2 Aquifer Response Analysis <br /> r Ground water levels in the seven observation wells all appeared to be influenced with measurable ; <br /> draw-down during the pumping test The maximum ground water draw-down in wells EW-2 and the <br /> six observation wells versus the distance of each well from the extraction point were graphed on <br /> semi-loganthmlc paper(Appendix B) Utilizing the Distance-Drawdown Method(Jacob straight-line <br />' method), general transmissivrty, storahvlty and hydraulic conductivity values were determined for <br /> the three pumping rates transmisszvity was calculated at approximately 230 ftZ/day, storativity <br /> calculated at between 0 007 and 0 026,hydraulic conductivity was determined to be approximately <br /> 1 0 031 cm/sec (Appendix D) and an inferred radius of influence was projected at between 80 and <br /> 82 feet,(Appendix B) Results of the aquifer ground water pumping test are summarized in Table 2, , <br /> a site plan depicting the radius of influence during the 19 July 2001 pumping test is depicted in <br /> Figure 3 <br />' 2 2 3 Effluent Water Sampling Procedures <br />,. Two grab water samples, one collected during the 4 GPM step and one from the 5 GMP step, were <br /> collected from. the discharge hose directly into three 40-m1 EPA-approved VOA vials containing <br /> 0 5 ml 18% hydrochloric acid as a sample preservative and one 1-liter amber bottle without <br /> 1 preservative Following'sample collection,the samples were properly labeled,logged on a chain-of- <br /> custody form,placed in a chilled container and transported to McCampbell Analytical Inc (MAI), <br /> a Califorma Department of Health Services-certified laboratory for the following analyses <br />' Total petroleum hydrocarbons 4uantlfied as gasoline (TPH-g) and diesel (TPH-d) in <br /> accordance with EPA Method 8015 Modified and <br />' Benzene, toluene, ethyl benzene and total xylene (BTEX) and methyl tertiary-butyl ether <br /> (MTBE) in accordance with EPA methods 8020 <br /> - <br /> 22-4 Extracted Water Analytical Results <br /> TPH-g and TPH-d were detected in the two grab water samples at concentrations as high as <br /> 16,000 micrograms per liter (µg/l) and 1,600 µg/l, respectively, from the 4 GPM sample BTEX <br /> compounds were detected In the two samples at concentrations as high as 250 µg/1 benzene, 2,100 f <br /> µg/l toluene, 460 µg/1 ethylbenzene and 2,600 µg/1 xylenes, from the 4 GMP sample Laboratory <br /> results are summarized on Table 3 The laboratory report (MAI Lab IDs 73119 and 73120) and <br /> 1 chain-of-custody forms are presented in Appendix E <br /> ti <br /> Advanced GeoEnvironmcntal,Inc <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.