My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0010890
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
ELKHORN
>
1050
>
2900 - Site Mitigation Program
>
PR0505234
>
ARCHIVED REPORTS XR0010890
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/1/2019 3:13:49 PM
Creation date
8/1/2019 2:24:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010890
RECORD_ID
PR0505234
PE
2951
FACILITY_ID
FA0001103
FACILITY_NAME
Elkhorn Golf Club
STREET_NUMBER
1050
STREET_NAME
ELKHORN
STREET_TYPE
DR
City
STOCKTON
Zip
95209
CURRENT_STATUS
02
SITE_LOCATION
1050 ELKHORN DR
P_LOCATION
99
P_DISTRICT
003
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.
/
39
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
26 December 1995 <br /> AGE-NC Project No. 95-0118 <br /> } Page 2 of 6 <br /> grade (bsg). TPH-g and BTE&X were detected in all four soil samples from B-1. The highest <br /> concentration of gasoline was detected in B-1 at a depth of 30 feet at 3,200 ppm. During drilling, <br /> ground water was encountered at 36 feet bsg. <br /> On 30 August 1994, three additional borings were drilled at the site to depths of 49 feet and <br /> completed as 2-inch ground water monitoring wells MW-1, MW-2 and MW-3. A total of 13 soil <br /> r>a samples were analyzed for TPH as gasoline and BTE&X. Laboratory analyses detected TPH-g in 6 <br /> of the 13 samples analyzed. TPH-g and BTE&X were detected in two samples from MW-3; toluene <br /> was detected in one sample from MW-2; and xylenes were detected in three samples from MW-2,. . <br /> No petroleum hydrocarbons were detected in samples from MW-1. <br /> 2.4. GROUND WATER MONITORING <br /> The ground water monitoring wells were initially monitored and sampled in September 1994.7 he <br /> hydraulic gradient was calculated to be 0.0029 ft/ft(0.17°) flowing to the southeast. <br /> .,. Results of the ground water samples indicated that TPH-g was detected in MW-1, MW-2 and MW-3 <br /> = _ at concentrations of 280 pgA(parts per billion: ppb), 9,500 ppb and 1,200 ppb, respectively. BTE&X <br /> were detected in samples from MW-2 and MW-3 at concentrations of up to 1,600 ppb (toluene, MW- <br /> 2). No BTE&X were detected in MW-1. The analytical results of all ground water samples are <br /> summarized in Table 2. <br /> ! ' 3.0. PROCEDURES <br /> 3.1. MONITORING WELL INSTALLATION <br /> J <br /> On 31 August, 1995,three borings were drilled at the site to depths of 49 feet bsg and completed as <br /> V. ground water monitoring wells MW-4, MW-5 and MW-6. The locations of the borings are shown <br /> on Figure 2. <br /> .3 Each boring was drilled using a truck-mounted CME 75-HT drill rig. The drill rig and two-man crew <br /> were supplied by Mitchell Drilling Environmental(NIDE) of Rancho Cordova, California. <br /> Samples were collected at five-foot intervals in each boring using a split tube sampler loaded with <br /> three clean, 2-by 6-inch brass sleeves. A 140-pound hammer was used to advance the sampler 18 <br /> inches;the number of blows required to advance the sampler in 6-inch increments was recorded on <br /> the boring logs. All sampling equipment was washed in an Alconox solution and rinsed twice with <br /> water prior to each sampling run. <br />
The URL can be used to link to this page
Your browser does not support the video tag.