My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
1112
>
3500 - Local Oversight Program
>
PR0545263
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/3/2020 11:31:26 AM
Creation date
2/3/2020 10:40:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545263
PE
3528
FACILITY_ID
FA0005108
FACILITY_NAME
EGGIMANS HYDRAULIC GARAGE
STREET_NUMBER
1112
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95205
APN
15102101
CURRENT_STATUS
02
SITE_LOCATION
1112 E HARDING WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
77
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
1 G� Cardno® <br /> January 17,2014 ATC <br /> Eggiman Well Destruction Report <br /> Shaping the Future <br /> SITE LOCATION <br /> The Eggiman Property (Site) is located on the south side of East Harding Way and east of Union Street, in <br /> Stockton, California, as shown on Figures 1 and 2. The Site is currently developed as a hydraulic repair shop and <br /> located within in a mixed residential, commercial, and light industrial area. <br /> SITE HISTORY <br /> In April 1987, SEMCO removed and disposed of two 1,000-gallon regular gasoline underground storage tanks <br /> (USTs), associated piping, and fuel dispenser from the locations shown on Figure 2. A soil sample was collected <br /> from the end of each tank at approximately 17 feet below ground surface (bgs). Analytical testing indicated the <br /> collected samples contained detectable concentrations of petroleum hydrocarbon constituents. The excavation <br /> was subsequently backfilled to the ground surface. <br /> On July 24, 1997, in an effort to investigate the extent of residual soil contamination at the site, a total of six soil <br /> borings were advanced to depths ranging from approximately 16 to 31 feet bgs. Detectable concentrations of total <br /> petroleum hydrocarbons as gasoline (TPHg), total petroleum hydrocarbons as diesel (TPHd), and benzene, <br /> toluene, ethylbenzene, and xylenes (BTEX)were observed in soil samples collected from the site. The highest <br /> concentrations were reported between 10 and 20 feet bgs and generally attenuate rapidly with depth. Only low <br /> concentrations of toluene(0.064 mg/kg) and xylenes (0.012 mg/kg)were detected at approximately 30 feet bgs in <br /> one boring, the maximum depth explored. Attempts were made to further advance the Geoprobe unit in several of <br /> the borings; however probe refusal was encountered at depths ranging from approximately 16 to 30 feet bgs due to <br /> the hardness of the formation. The results of the subsurface investigation were summarized in Smith Technology's <br /> Summary Report, Subsurface Investigation, dated December 22, 1997. <br /> In April 1999, at the request of the EHD, ATC completed a receptor survey for the subject property. ATC reviewed <br /> EHD groundwater well construction logs, Department of Water Resources (DWR)groundwater well construction <br /> logs, and conducted a site walk in the vicinity of the site to identify any groundwater wells located within a 2,000- <br /> foot radius of the site. This survey revealed 14 wells located within approximately 2,000 feet of the site. The <br /> closest of these wells is located approximately 800 feet upgradient of the project site. The receptor survey findings <br /> are summarized in ATC's Well Survey for Andrew and Edith Trust, for the Property at 1112 East Harding Way, <br /> Stockton, California, dated April 9, 1999. <br /> On April 11, 2000, a single soil boring (SB7)was advanced to approximately 65 feet bgs to evaluate whether <br /> groundwater had been impacted at the subject site. Groundwater was initially encountered at approximately 45 <br /> feet bgs and a sample was subsequently collected from the soil boring using a Hydropunch groundwater-sampling <br /> tool. In order to determine the vertical extent of contamination in the most cost-effective manner, the soil boring <br /> was further advanced to a total completion depth of 66.5 feet bgs where field observations suggested the vertical <br /> extent of the petroleum hydrocarbons had been realized. Analytical results and field observations indicated that <br /> soil and groundwater beneath the location of the former USTs were impacted by residual petroleum hydrocarbon <br /> constituents. The vertical extent of impacted soil and groundwater appeared to be defined. However, the lateral <br /> extent of petroleum hydrocarbon constituents at or near the groundwater interface was undefined. Additional work <br /> to further characterize the extent of contamination was requested by the EHD in correspondence dated September <br /> 20, 2000. <br /> On November 15 and 16, 2001, an ATC geologist supervised the advancement of three soil borings to <br /> approximately 54 to 55 feet bgs. Soil borings were then completed as groundwater monitoring wells MW1, MW2, <br /> and MW3. The soil sample collected from boring MW2 at a depth of 35.5 feet bgs contained the highest <br /> concentrations of TPHg, ethyl benzene, and xylenes. The soil samples collected from boring MW2 at depths of 30 <br /> www.cardnoatc.com <br />
The URL can be used to link to this page
Your browser does not support the video tag.