My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
L
>
LINCOLN
>
203
>
3500 - Local Oversight Program
>
PR0545378
>
WORK PLANS
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/13/2020 5:55:58 PM
Creation date
2/13/2020 3:48:57 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545378
PE
3528
FACILITY_ID
FA0006112
FACILITY_NAME
EDWARD PITTS
STREET_NUMBER
203
Direction
S
STREET_NAME
LINCOLN
STREET_TYPE
AVE
City
MANTECA
Zip
95336
CURRENT_STATUS
02
SITE_LOCATION
203 S LINCOLN AVE
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.
/
55
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
Smith Technology Corporation <br /> Quality Assurance/Quality Control Plan <br /> Revised February 1995 <br /> 10.0 WELL DEVELOPMENT PROTOCOL <br /> Groundwater monitoring wells will be surged and developed prior to setting the surface sea]. <br /> Approximately 10 times the volume of water in the casing will be withdrawn if possible. Casing <br /> volumes will be calculated in the following manner, <br /> . ......... <br /> ............- <br /> ....#W.U� <br /> laches 1 c e <br /> ;aen <br /> . H........ <br /> IV-11.1,11, <br /> 2 2.067 0.17 <br /> 4 4.026 1 0.66 11 <br /> . .......... ... .. ............. <br /> ................ <br /> P ...... <br /> ............ AWR .N <br /> LE ANV�:�:-.J$Wu <br /> .................�N BASING <br /> .......... <br /> ........... <br /> .......... <br /> . ................ ........... 'xe <br /> ................ <br /> :Volum lLlne t Feet of P -�J-0014 <br /> ............. <br /> ..................... <br /> .................a.'..s"...f.." <br /> .. ....... <br /> .... <br /> ..:.M. <br /> ... <br /> .. ... nul ... PA # <br /> . <br /> ... <br /> ........... <br /> ..... ................... .............. <br /> A es i <br /> ...................... <br /> .. .......... ...... <br /> ...... . ..... .......... ...... <br /> ................... <br /> .. ............... <br /> U <br /> ............ <br /> ............... <br /> alt.ont" <br /> .......... ............ <br /> .......... <br /> 7.25 2.14 0.29 2 1.91 0.26 <br /> 8.25 2.78 0.37 2 2.55 0.34 <br /> 10.25 4.29 0.57 2 4.06 0.54 <br /> 10.25 4.29 0.57 4 3.46 0.46 <br /> 12.25 1 6.13 0.82 1 4 5.30 1 0.71 <br /> Annular volumes will be multiplied by 30%to account for porosity of filter pack. <br /> If the aquifer is slow to recharge, development will continue until recharge is too slow to practically <br /> continue. The volume of water produced versus time will be recorded. <br /> All withdrawn groundwater will be stored on-site in 55-gallon waste drums.unless permission is <br /> granted by the appropriate regulatory agency to discharge the water to the ground surface or sanitary <br /> W:\Admin\Shells\QAQC-97.D0C <br /> 9 <br />
The URL can be used to link to this page
Your browser does not support the video tag.