My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0001654
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
C
>
CHEROKEE
>
16
>
2900 - Site Mitigation Program
>
PR0522479
>
ARCHIVED REPORTS XR0001654
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/17/2019 2:53:22 PM
Creation date
5/17/2019 2:17:14 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001654
RECORD_ID
PR0522479
PE
2957
FACILITY_ID
FA0015299
FACILITY_NAME
GEWEKE LAND DEVELOPMENT & MARKETING
STREET_NUMBER
16
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04323013
CURRENT_STATUS
01
SITE_LOCATION
16 S CHEROKEE LN
P_DISTRICT
004
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.
/
33
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
2.0 CURRENT QUARTERLY MONITORING <br /> SUN TECH sampled monitoring well 6, 7, 10, 11 , 12 , and 13 <br />' June 29, 1992. MW-4 was dry and therefore not sampled. <br /> The groundwater samples were analyzed by a California certified <br />' laboratory (Sherwood Labs Corp. ) using EPA method 602 for BTEX <br /> analysis, with a detection limit of 0. 3 ug/Kg, and EPA method <br /> 5030/Mod. 8015 for TPH-Gasoline analysis, with a detection limit <br /> Of 50.0 ug/L. (See Table 9 and Appendix A) . <br />' TABLE 9 <br /> GROUNDWATER SAMPLE ANALYSES <br /> (6-29-92) <br />' SAMPLE LOCATION/CONCENTRATION <br /> MW-6 MW-7 MW-10 MW-11 MW-12 MW-13 BLANK <br /> (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) (ug/L) <br /> B ND ND ND ND ND ND ND <br /> T ND 0 .4 ND ND ND ND ND <br /> E ND ND ND ND ND ND ND <br /> X 0. 3 ND ND ND ND ND ND <br /> TPH-G ND ND ND ND ND ND ND <br /> NOTE: ND Represents none detected <br /> 3.0 GROUNDWATER FLAW DIRECTION <br /> Site groundwater elevations and flow direction were <br /> determined based on water level measurements taken from <br />' monitoring wells 2 , 3 , 5 , 6, 7, 8 , 9 , 10{ 11, 12 , 13 and <br /> EW-1, June 29, 1992 (Table 10 ) . Monitoring wells 1 and 4 <br /> were dry, and no measurement was taken. <br /> Based on these measurements, the groundwater flow direction_ , <br /> was determined to be in a Southerly direction. A Kriging <br /> program was used to generate a groundwater gradient map, <br /> which has been included as Figure 3 . <br /> STE Project No. 4001 <br /> Page 6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.