My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0006017
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
F
>
FRONTAGE
>
1022
>
2900 - Site Mitigation Program
>
PR0534875
>
ARCHIVED REPORTS_XR0006017
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/7/2020 2:14:28 PM
Creation date
4/7/2020 1:55:31 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006017
RECORD_ID
PR0534875
PE
2960
FACILITY_ID
FA0020170
FACILITY_NAME
AAA TRUCK WASH/JIMCO TRUCK PLAZA
STREET_NUMBER
1022
Direction
E
STREET_NAME
FRONTAGE
STREET_TYPE
RD
City
RIPON
Zip
95366
APN
26102004
CURRENT_STATUS
01
SITE_LOCATION
1022 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.
/
97
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
Site Assessment Report <br /> 1022 Frontage Road <br /> C A M B R I A Ripon, California <br /> December 16, 2005 <br /> Groundwater Depths Groundwater was first encountered to borings AS-1,MW-10,and B-18 at <br /> depths of 25, 24, and 25 ft bgs,respectively On August 15, 2005, static <br /> groundwater was observed in wells AS-1 and MW-10 at 24 90 and 24 30 <br /> ft bgs, respectively <br /> Well Construction Wells AS-1 and MW-10 were constructed with 2-inch-diameter schedule <br /> 40 PVC well casing and 0 010-inch slotted well screen from 30 to 33 ft <br /> bgs and 15 to 35 ft bgs,respectively The wells were completed with No <br /> 2112 sand from the bottom of each well to approximately 1 foot above the <br /> top of the screened casing, which was overlain by approximately 2 ft of <br /> hydrated bentonite, and then cement grout to the surface A locking well <br /> cap and traffic-rated well box were installed on each well Boring logs <br /> and well construction details are included in Appendix B In addition, <br /> well construction details are summarized in Table 3 <br /> Well Development On August 27, 2005 Muskan Environmental Sampling (NMS) of Yuba <br /> City, California developed well MW-10 by mechanically surging and <br /> • purging the water in the well After about twenty minutes of initial <br /> surging, groundwater was purged from the well using tubing with a check <br /> valve Surging and extraction continued until at least ten well-casing <br /> volumes of groundwater were extracted and the turbidity of the <br /> groundwater was significantly reduced Well development data sheets are <br /> included in Appendix F <br /> Well Elevation Survey On August 29,2005,Virgil Chavez Land Surveying(Chavez)of Vallejo, <br /> California, surveyed the latitude,longitude,and coordinates of well s AS-1 <br /> and MW-10, and boring B-18 based on California State Coordinate <br /> System, Zone III (NAD83) and elevation of the well casing and well box <br /> relative to San Joaquin County benchmark M-37 located at the northeast <br /> corner of Jack Tone Road and Clinton This benchmark's elevation is at <br /> 56 51feet, NGVD 29 The survey reports are presented in Appendix G <br /> Geotracker All necessary data has been uploaded to the California State Water <br /> Resources Control Board's Geotracker Database as required by Title 23, <br /> Division 3, Chapter 30, Articles 1 and 2, Sections 3890-3895 of the <br /> California Code of Regulations Confirmations of these Geotracker <br /> uploads are presented in Appendix H <br /> 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.