My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007226
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
88 (STATE ROUTE 88)
>
13975
>
2900 - Site Mitigation Program
>
PR0522057
>
ARCHIVED REPORTS_XR0007226
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/20/2024 9:21:19 AM
Creation date
9/5/2019 2:17:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007226
RECORD_ID
PR0522057
PE
2950
FACILITY_ID
FA0015024
FACILITY_NAME
USA GASOLINE #3756
STREET_NUMBER
13975
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
APN
01908014
CURRENT_STATUS
01
SITE_LOCATION
13975 E HWY 88
P_LOCATION
99
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.
/
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
. 20 May 1996 <br /> AGE-NC Project No 95-0101 <br /> Page 3 of 4 <br /> 3.0. PROCEDURES <br /> 3 1 MONITORING WELL PURGE PROCEDURES <br /> On 04ril 1996 a Sohnst water level meter was used to measure the depth to ground water in each <br /> well relative to the top of the casing The relative ground water elevations and hydraulic gradient <br /> were determined from these data (Table 1) <br /> After depth-to-water measurements, wells MW-2, MW-3 and MW-6 were purged using pre-cleaned <br /> PVC bailers Approximately 5 to 6 gallons (minimum of three well volumes) of water were removed <br /> from each well Temperature, pH and conductivity were measured at one-gallon intervals using an <br /> ICM water analyzer Stabilization data and field logs are included in Appendix A All purged water <br /> was stored in 55-gallon drums on-site <br /> In accordance with a 29 March 1996 conversation with Mr Harlin Knoll of the PHS-EHD, the <br /> sampling frequency of monitoring wells MW-1, MW-4 and MW-5 was reduced to semi-annual <br /> monitoring, and were not included for sampling this quarter <br /> 3 2 COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected from each purged well using new disposable bailers Immediately upon <br /> retrieval, the samples were transferred into 40-m1 EPA vials containing hydrochloric acid as a <br /> preservative The samples were transported in a chilled container, under chain-of-custody, to <br /> McCampbeIl Analytical, Inc (MAI) and analyzed for TPH-g and BTE&X in accordance with EPA <br /> methods GCFID/5030 and 602, respectively <br /> 4.0. FINDINGS <br /> 4 1 RELATIVE GROUND WATER ELEVATION AND GRADIENT <br /> The relative elevation of ground water in each well was calculated by subtracting the depth to water <br /> from the surveyed casing elevation (Table 1) All wells were surveyed relative to MW-3, which was <br /> assigned an arbitrary elevation of 100 feet The relative ground water elevation ranges from 28 40 <br /> feet in MW-6 to 29 32 feet in MW-4 Ground water has risen an average of 1 62 feet since the <br /> August 1995 monitoring event As with previous measurements, the ground water elevation in MW-5 <br /> was again anomalously low Since water is not extracted from this well, this anomaly could not be <br /> explained <br /> The ground water flow direction is generally southerly with a gradient of approximately 0 0058 ft/ft, <br />
The URL can be used to link to this page
Your browser does not support the video tag.