My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
FIELD DOCUMENTS
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
F
>
FRONTAGE
>
816
>
3500 - Local Oversight Program
>
PR0545615
>
FIELD DOCUMENTS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/27/2020 4:38:28 PM
Creation date
4/27/2020 4:32:52 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545615
PE
3528
FACILITY_ID
FA0003911
FACILITY_NAME
VAN DE POL ENTERPRISES INC
STREET_NUMBER
816
Direction
E
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102010
CURRENT_STATUS
02
SITE_LOCATION
816 E FRONTAGE RD
P_LOCATION
05
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.
/
38
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
AV. 08 .lune 2003 <br /> AGE-NC Project No.02-0961 <br /> Page 4 of 5 <br /> Lo <br /> three laboratory-supplied, 40-m1 volatile organic analysis- (VOA) vials containing 0.5 ml <br /> Lo hydrochloric acid (18%) as sample preservative, one laboratory-supplied and 1 Iiter amber bottle <br /> without sample preservative.After collection,the samples were properly labeled,placed in a chilled <br /> container and transported under chain-of-custody to CTEL.The samples were analyzed for the same <br /> '- petroleum hydrocarbon products listed in Section 3.2. <br /> LM 4.0. FINDINGS <br /> The stratigraphy and ground water hydro geology underlying the site was characterized from the field <br /> descriptions. Hydrocarbon impact to the soil and ground water was assessed by laboratory analysis. <br /> 4.1. STRATIGRAPHY <br /> Fill material consisting of well compacted fine sand and silt was encountered from surface grade to <br /> approximately 8 feet below surface grade (bsg). Brownish-gray, brown or gray silt was generally <br /> encountered between 8 feet and approximately 20 feet bsg. Interbedded with the silt in the area of <br /> *. boring B1 and B5 were thin, laterally discontinuous clay layers at approximately 15 feet to 16 feet <br /> bsg(Figure 3). <br /> Gray to tan fine sand was encountered at approximately 20 feet bsg in every boring except in boring <br /> B3,where silt was encountered. Brown to dark-brown clay underlies the sand, from approximately <br /> 25 feet bsg to 30 feet bsg.Brown and gray medium sand with clay was encountered at approximately <br /> 30 feet bsg to 31.5 feet, the total depth of the borings. <br /> f No hydrocarbon-like odor was detected in any of the soil samples collected from the five soil <br /> borings.Organic vapor was detected by the OVM in soil samples collected from borings B2 and B3 <br /> at concentrations as high as 2 parts per million(ppm) in sample 132-25. <br /> A stratigraphic cross section is depicted in Figure 3. The soil boring logs are provided in <br /> Appendix A; organic vapor field measurements are included on the boring logs. <br /> 4.2. HYDROCARBON-IMPACTED SOIL <br /> A total of ten soil samples from the five soil borings were analyzed for the petroleum hydrocarbon <br /> products listed in Section 3.2. No target analytes were detected at or above laboratory detection <br /> 160 limits in the samples analyzed. Analytical results of soil samples are summarized on Table 1. The <br /> laboratory reports (CTEL Project No. CT214-0303093), quality assurance and quality control <br /> (QA/QC) report and chain-of-custody forms are included in Appendix B. <br /> Advanced GwEnvironmental,Inc. <br /> V <br />
The URL can be used to link to this page
Your browser does not support the video tag.