My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_XR0012605
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
N
>
NAVY
>
2500
>
3500 - Local Oversight Program
>
PR0545604
>
ARCHIVED REPORTS_XR0012605
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/12/2020 10:30:47 PM
Creation date
4/17/2020 3:23:02 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012605
RECORD_ID
PR0545604
PE
3528
FACILITY_ID
FA0004000
FACILITY_NAME
MUNICIPAL UTILITIES
STREET_NUMBER
2500
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16333003
CURRENT_STATUS
02
SITE_LOCATION
2500 NAVY DR
P_LOCATION
01
P_DISTRICT
001
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.
/
151
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
� s< <br /> , _ -, e r• .z' � ...ren 1 <br /> a- <br /> i <br /> WaterWork <br /> Monitoring Well Development Protocol <br /> Groundwater monitoring wells will be developed prior to setting <br /> the surface seal. Approximately 10 times the volume of water in <br /> the casing will be withdrawn if possible. Casing volumes will be <br /> calculated in the following manner: <br /> Volume of Schedule 40 PVC Pipe <br /> Diameter I.D. Volume <br /> (inches) (inches) Gal/linear ft. <br /> ------------------------------------------ <br /> . F <br /> 2 2.067 0.17 <br /> 4 4.026 0.66 <br /> Volume of Open Borehole and Annular Space <br /> Between Casing and Hole <br /> ~ Volume/ Volume/ <br /> Hole linear ft. Nominal linear ft. of* <br /> { � Diameter of hole Casing Diameter Annular Space <br /> (inches) Gal. Cu. ft. (inches) Gala Cu.-Ft. <br /> -� <br /> -------------------------------------- ------------------ ----- - <br /> 7.25 2.14 0 <br /> • .29 2 1.91 0.26 <br /> 8.25 2.78 0.37 2 2.55 0.34 <br /> E � <br /> 10.25 4.29 0.57 2 4.06 0.54 <br /> w:r 10.25 4.29 0.57 4 3.46 0.46 <br /> r ; 12.25 6.13 0.82 4 5.30 0.71 <br /> i <br /> *Note: Annular volumes will be multiplied by 30t to account for <br /> { , porosity of filter pack. <br /> If the aquifer is slow to recharge, development will continue <br /> - --- - a <br /> until--recharge--is--too-slow-to__practicaily continue. The volume <br /> of water produced versus time.will be recorded. <br /> R - <br />
The URL can be used to link to this page
Your browser does not support the video tag.