My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SITE HISTORY
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
H
>
HARDING
>
719
>
3500 - Local Oversight Program
>
PR0545262
>
SITE HISTORY
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/3/2020 10:51:03 AM
Creation date
2/3/2020 9:59:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
RECORD_ID
PR0545262
PE
3528
FACILITY_ID
FA0009940
FACILITY_NAME
SAN JOAQUIN CATHOLIC CEMETERY
STREET_NUMBER
719
Direction
E
STREET_NAME
HARDING
STREET_TYPE
WAY
City
STOCKTON
Zip
95204
APN
12720002
CURRENT_STATUS
02
SITE_LOCATION
719 E HARDING WAY
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.
/
80
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
j As summarized in Table 5, the average concentration of TPH-as-gasoline in the upper <br /> cylinder would be calculated asfollo�ws: i <br /> Cd <br /> b, <br /> TPHg.average I_,(560+4.5+0)/3 Sample's = 188.2 ppm <br /> i <br /> ij Using the same assumptions described above, the mass of TPH-as-gasoline remaining } <br /> in soil following one year of SVE is as follows: <br /> TPHg mass= (25.132)ft3-sGRj(11.0 fb-seit)(188.2 Ib TPHg) w= 520 Ib TPH-as-gasoline <br /> s <br /> (ft sell) (106 Ib sea!) <br /> These mass.balance calculations indicate that SVE removed approximately 8,251 <br /> pounds of TPH=as-gasoline and all of the 28.9 pounds of benzene. This represents <br /> approximately 94% of the TPH-as-gasoline and 100% of the Benzene present prior to <br /> SVE <br /> ,: <br /> G Petroleum H drocarbon Mass Remainin in Groundwater.:. <br /> The remaining mass of MTBE in-groundwater is calculated using the flowing <br /> T <br /> assumptions: <br /> . Dissolved concentrations of MTBE are contained within an area estimated by a <br /> circle with a 60-foot radius centered on well MW-5; <br /> • The vertical extent of impacted groundwater extends from the groundwater <br /> surface at a depth of approximately 45 feet bgs to the groundwater-bearing <br /> sandy interval at a depth of approximately 75 feet bgs,k ' <br /> • 100% saturation throughout the 30-foot impacted interval <br /> * The calculated average'concentration of MTBE is uniformly distributed <br /> J,� . <br /> throughout the impacted volume of groundwater <br /> C • Average porosity of 0.35 <br /> .' • Unit weight of water of 62A poundslcubic foot <br /> • 1 µg11 (part per billion) = 1 pound MTBE/1 billion pounds of water <br /> I <br /> The average concentration of MTBE is calculated as follows using the groundwater' <br /> C analytical results from the fourth qudrter of 2005, and is the average of the five wells with <br /> concentrations above the reporting limit: <br /> MTBE average=(52.1+15.5+1.1:0+9.2+2.2)I5 = 18.0:µg11 <br /> Q <br />
The URL can be used to link to this page
Your browser does not support the video tag.