My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0000940
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
BROADWAY
>
1705
>
3500 - Local Oversight Program
>
PR0544127
>
ARCHIVED REPORTS XR0000940
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/8/2019 4:52:01 PM
Creation date
2/8/2019 4:35:27 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000940
RECORD_ID
PR0544127
PE
3528
FACILITY_ID
FA0009518
FACILITY_NAME
GEORGE F SCHULER INC
STREET_NUMBER
1705
Direction
N
STREET_NAME
BROADWAY
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
14315007
CURRENT_STATUS
02
SITE_LOCATION
1705 N BROADWAY AVE
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
Scanner
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.
/
64
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
George F. Schuler, Inc. <br /> 1705 N. Broa&vay, Stockton, California August 17, 1993 <br /> Phase I Remedial Report Page: 1 <br /> borings were drilled to 65.5 and 71.5 feet in depth, respectively, and were developed into <br /> soil gas vapor extraction wells. All soil samples were screened with a portable PID which <br /> helped determine the final depth of the borings. Laboratory soil samples were taken from <br /> all borings at five foot intervals including the capillary fringe. Samples were selected for <br /> analysis by the registered professional based on odor, discoloration, and PID readings in <br /> order to demonstrate a clean lateral interface (Appendix C & Table 1). <br /> TABLE 1 <br /> Sam le LD. I Gasoline—I Benzene I Toluene I E-Benzene Xlenes <br /> B-1 36 SOm'=K' .... .:19.6: 19 2 ND :16.11' <br /> B_1 41 t 2.O :n 51 0 I7 9' ND34'.3; <br /> �1 B-: 46 ND ND <br /> MW-I-t0NZ) `354 ND ND 82. <br /> NfW-1-60' N 0 ND ND ND ND <br /> MW-1-75' ISTD ND ND ND <br /> MW-1 water ND ND 1`9. ND <br /> . <br /> B-2-3 P ND _ ND ND ND D <br /> B-2-36' 0 9 nt /h ND ND ND 47:0:x' <br /> B-2 46' Z ISTD ND ND ND ND <br /> B-2-66' ND ND ND ND ND <br /> B-3-41' ND ND RTD ND ND <br /> B-3-56' ND ND ND ND ND <br /> BH-3V 5.2 1 140::Apf 280, ND 20 _ <br /> SW-22' NDIT ND ND ND ND <br /> NTW-22' ND ND ND IND ND <br /> WW-27' ND 14D ND ND ND <br /> EW-24' ND ND ND ND ND <br /> 0 B-3-71' ND ND ND ND ND <br /> Note: ND=non detect <br /> B-I =MW-I <br /> 3.1 Drilling <br /> Permits were obtained as necessary for all wells (including borings) before drilling <br /> began. The soil borings were accomplished using a mobile mounted drilling rig <br /> employing the use of a hollow stem flight auger no less than 3 1/4-inch i.d. and 8 <br /> 7/8 inch o.d. All drilling equipment was thoroughly steam-cleaned before drilling <br /> began, to prevent the introduction of contamination from off site, and between <br /> borings to prevent cross contamination. <br />
The URL can be used to link to this page
Your browser does not support the video tag.