My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
O
>
120 (STATE ROUTE 120)
>
0
>
2900 - Site Mitigation Program
>
PR0506239
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/19/2024 4:01:48 PM
Creation date
3/30/2020 4:55:18 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0506239
PE
2950
FACILITY_ID
FA0007296
FACILITY_NAME
CITY OF ESCALON
STREET_NUMBER
0
STREET_NAME
STATE ROUTE 120
City
ESCALON
Zip
95320
CURRENT_STATUS
02
SITE_LOCATION
HWY 120
P_LOCATION
06
P_DISTRICT
005
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.
/
109
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
File No. 20-3941-OLE01 kn KLEINFELDER <br /> January 22, 1997 <br /> PROPOSED SERVICES <br /> Task E01 - Permitting and Pre-Field Activities <br /> It has been Kleinfelder's experience that this proposal contains sufficient detail and information <br /> to be submitted to the PHS/EHD to review and approve a boring/well permit. Kleinfelder can <br /> prepare a boring /well permit application, a proposed boring/well location map, and a health and <br /> safety plan for submittal along with this proposal to PHS/EHD. Additionally, the permits <br /> must be approved prior to drilling the borings. Following obtaining approval from the <br /> PHSIEHD, Kleinfelder will commence the actual field assessment. <br /> Task E02 - Drilling of One Soil Boring <br /> One (1) soil boring will be advanced at an angle to a depth of approximately 35 feet below <br /> surface grade (bsg) immediately beneath the tank cluster. It is Kleinfelder's understanding based <br /> on the station's December 30, 1988 PHS/EHD permit, that the tank cluster contains 3 <br /> underground fuel storage tanks (one 10,000-gallon unleaded fuel tank, one 6,000-gallon diesel <br /> fuel tank and one 5,000-gallon unleaded fuel tank). Therefore, a typical cross-section of the <br /> 10,000-gallon tank installation is attached. The typical includes a view of the angle boring also. <br /> Based on the arrangement, we would not retain any samples for chemical analysis from above <br /> 15 feet in depth. The tank locations would be further confirmed in the field using a utility <br /> locator, and based on field evidence and interviews with the existing operator. <br /> During the advancement of the boring, drilling returns will be examined for lithologic <br /> classification and qualitative field screening, with an organic vapor analyzer (OVA). The OVA <br /> measures ionizable compounds in air in parts per million by volume (ppmv). Lithologic <br /> classification will be based on the Unified Soil Classification System (USCS). Since it is <br /> common practice to bed underground fuel storage tanks of this size at a depth of 12 to 15 feet <br /> below ground surface (bgs), only soil samples from the 15, 20, 25, 30 and 35 foot depths for <br /> quantitative chemical analysis. Currently, based on your correspondence and our experience, <br /> we anticipate groundwater in the vicinity of the project site to be present at a depth of 65 feet <br /> bsg. Therefore, at this time, we propose to analyze only 5 soil sample from the boring. <br /> 20-3941-01.EO11207PE026 Page 2 of 9 0 1997, Kleinfelder, Inc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.