My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
S
>
SCOTTS
>
433
>
3500 - Local Oversight Program
>
PR0545678
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/20/2020 11:34:32 AM
Creation date
5/20/2020 11:22:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545678
PE
3528
FACILITY_ID
FA0005843
FACILITY_NAME
MASONITE CORPORATION
STREET_NUMBER
433
Direction
W
STREET_NAME
SCOTTS
STREET_TYPE
AVE
City
STOCKTON
Zip
95203
APN
14704044
CURRENT_STATUS
02
SITE_LOCATION
433 W SCOTTS AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
LSauers
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
254
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
f 1 � <br /> 1 <br /> APPENDIX J <br /> TOTAL PETROLEUM HYDROCARBON-IMPACTED GROUND WATER <br /> VOLUME ASSUMPTIONS AND CALCULATIONS <br /> Masonite (former PREM DOR) <br /> 433 West Scotts Avenue, Stockton, California <br /> Volume of TPH Impacted Ground Water Pre-Excavation: <br /> Assumptions: <br /> • The distribution of maximum dissolved hydrocarbon concentrations on the site can be approximated <br /> by an elliptical cylinder(Figure 12);the distribution can be separated into three contoured areas(i.e. <br /> 10,000 µg/1, 1,000 gg/1 and 50 µg/1). <br /> • The effective porosity of soil at the site is estimated to be 40% (i.e. silt and fine sand). <br /> • Data collected from the ground water sampling events are representative of the maximum dissolved <br /> site conditions prior to remediation activities. <br /> • The thickness of dissolved plume is estimated to be between the average depth to ground water at <br /> the site and the bottom of monitoring well.screen intervals (i.e. 15 feet). <br /> The area of an ellipse cylinder can be calculated by the formula: <br /> Ae= (long radius, a)(short radius,b) (Tu ) <br /> 1) For the estimated 10,000 gg/l ellipse cylinder;a= 12.5 ft, b = 8 ft, and thickness c= 15 ft <br /> i <br /> Utilizing TPH data from well MW-2 and the 10,000 gg/1 contour line(Figure 12),the average pre-excavation <br /> TPH concentration is estimated to be 62,333 ug/1(equivalent to 0.000062333 grams per milliliter).A ml is <br /> very nearly equivalent to a cubic centimeter of water, which by definition equals one gram, this <br /> concentration is nearly a unitless number. <br /> i <br /> The area of the ellipse is given by: Ai0000= n (12.5)(8)= 314.2 ftz <br /> The volume of the ellipse cylinder is given by: V,0000=Ai0000 x c= 314.2 ftp x 15 ft =4,712 ft3 <br /> Water occupies the porosity in the soil,which is estimated to be 40%of the soil volume,so the total volume <br /> of water in the saturated portion of the ellipse is approximated by: V,0000= (0.40)(4,712 ft3)= 1,885 ft3 <br /> One ft3 is equal to 7.48 gallons, so the volume of the water in the ellipse is given by: <br /> Vi0000=(1,885 ft3)(7.48 gal/ft3)= 14,100 gallons <br /> One gallon of water weighs 8.337 lbs/gal, so the mass of the water in the ellipse is given by: <br /> M, — (14 100 gallons)(8.337 lb/ al 117,552 lbs <br /> i0000— � g )( g )_ <br />
The URL can be used to link to this page
Your browser does not support the video tag.