My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0007177
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
E
>
88 (STATE ROUTE 88)
>
14000
>
3500 - Local Oversight Program
>
PR0544811
>
ARCHIVED REPORTS_XR0007177
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/20/2024 9:21:19 AM
Creation date
9/5/2019 1:48:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007177
RECORD_ID
PR0544811
PE
3528
FACILITY_ID
FA0000091
FACILITY_NAME
Colonial Energy CE 40138 (DBA Power Mart)
STREET_NUMBER
14000
Direction
E
STREET_NAME
STATE ROUTE 88
City
LOCKEFORD
Zip
95237
CURRENT_STATUS
02
SITE_LOCATION
14000 E HWY 88
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\wng
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.
/
206
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
0 SECOR INTERNATIONAL. INCORPORATED <br /> STANDARD PROCEDURE FOR <br /> HOLLOW STEM AUGER DRILLING <br /> Prior to drilling g, boring locations are marked with white paint or other discernible marking and <br /> cleared for underground utilities through USA In addition, the first five feet of each borehole are <br /> drilled with a hand auger or posthole digger to evaluate the presence of underground structures <br /> or utilities <br /> Once pre-drilling efforts to identify subsurface structures are complete, precleaned hollow stem <br /> augers (typically 8 to 10 inches in diameter) are advanced using a drill rig for the purpose of <br /> collecting samples and evaluating subsurface conditions Upon completion of drilling and <br /> sampling, the augers are retracted, and the borehole is filled with concrete, bentonite grout, or <br /> hydrated bentonite chips or pellets as required by the regulatory agency In areas where the <br /> borehole penetrates asphalt or concrete, the borehole is capped with an equivalent thickness of <br /> asphalt or concrete patch to match finished grade <br /> During the drilling process, a physical description of the encountered soil characteristics (i e <br /> moisture content, consistency, odor, color, etc ), drilling difficulty, and soil type as a function of <br /> depth are described on boring logs The soil cuttings are classified in accordance with the <br /> Unified Soil Classification System (USCS) <br /> Soil cuttings are temporarily stored on-site in 55-gallon DOT approved drums, or are stockpiled, <br /> 10 pending laboratory analysis, waste profiling and proper disposal A label is affixed to the drums <br /> indicating the contents of the drum, suspected contaminants, date of drilling, borehole number, <br /> and depth interval from which the contents were generated <br /> Related Procedures <br /> Standard Procedure for Soil Sampling - Split Spoon Sampling <br /> o Standard Procedure for Equipment Decontamination <br /> 1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.