My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_FILE 2
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
P
>
PACIFIC
>
6131
>
3500 - Local Oversight Program
>
PR0545003
>
WORK PLANS_FILE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/27/2019 11:01:53 AM
Creation date
11/27/2019 10:59:37 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
FILE 2
RECORD_ID
PR0545003
PE
3526
FACILITY_ID
FA0002324
FACILITY_NAME
Pacific Service Station
STREET_NUMBER
6131
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09746418
CURRENT_STATUS
02
SITE_LOCATION
6131 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
Scanner
SJGOV\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.
/
98
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
uAll field and office work,nder the direction of a registered professional including exploratory <br /> ng neerogs, are prepared <br /> Monitoring Well Installation <br /> Monitoring well casing and screen will be constructed of Schedule 40 flush- <br /> joint threaded polyvinylchloride(PVC). The well screen will be factory <br /> mill-slotted unless additional open area is required(e.g.conversion to an <br /> extraction well in a low-yield aquifer). The screen length will be placed <br /> adjacent to he aquifer material to a minimum of 2 feet above encountered <br /> water. No screen shall be placed in a borehole that potentially created <br /> hydraulic interconnection of two or more aquifer units. Screen slot size and <br /> well sand pack will be compatible with encountered aquifer materials as <br /> confirmed by sieve analysis. <br /> Monitoring wells will be completed below grade (Figure 2)unless special <br /> conditions exist that require above-grade completion design. In the event a <br /> monitoring well is required in an aquifer unit beneath an existing aquifer, <br /> the upper aquifer will be sealed off by installing a steel conductor casing <br /> with an annular neat cement or ntonite <br /> will <br /> be continuously tremie pumped from he bottom of he annulus torout seal. Thisseal ground <br /> surface. <br /> The monitoring well sand pack will be placed adjacent to the entire screened <br /> interval and will extend a recommended minimum distance of 2 feet above <br /> the top of the screen. No sand pack will be placed that interconnects two or <br /> more aquifer units. A minimum 2 foot bentonite pellet or bentonite slurry <br /> seal will be placed above the sand pack. Sand pack,bentonite, and cement <br /> seal levels will be confirmed by sounding the annulus with a calibrated <br /> weighted tape. The remaining annular space above he bentonite seal will be <br /> grouted with a bentonite-cement mixture and will be tremie-pumped from <br /> the bottom of the annular space to he ground surface. The bentonite <br /> content of he grout will not exceed 5 percent by weight. A field log of <br /> boring and a field well completion form will be prepared by Enviros for <br /> each well installed. <br /> Decontamination of drilling equipment before drilling and between wells <br /> will consist of steam cleaning, and/or Alconox wash. <br /> Well Surveying <br /> Monitoring wells will be surveyed to obtain top of box elevations to the <br /> nearest±0.01 foot. Water level measurements will be recorded to the <br /> nearest±0.01 foot and referenced to Mean Sea Level (MSL). If additional <br /> well are required,existing and newly installed wells are surveyed relative to <br /> MSL. <br />
The URL can be used to link to this page
Your browser does not support the video tag.