My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WORK PLANS_CASE 2
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
L
>
LOUISE
>
2901
>
3500 - Local Oversight Program
>
PR0545440
>
WORK PLANS_CASE 2
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/9/2020 4:12:26 PM
Creation date
3/9/2020 2:30:00 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
FileName_PostFix
CASE 2
RECORD_ID
PR0545440
PE
3528
FACILITY_ID
FA0003845
FACILITY_NAME
MUSD-DISTRICT OFFICE
STREET_NUMBER
2901
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
19811004
CURRENT_STATUS
02
SITE_LOCATION
2901 E LOUISE AVE
P_LOCATION
99
P_DISTRICT
003
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.
/
51
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
RESNA Industries Inc. <br /> Quality Assurance/Quality Control Plan <br /> Revised November 1992 <br /> To reduce the potential for cross contamination between wells, the monitorings will take place <br /> in order from the least to most contaminated, if known. Wells containing free product will be <br /> monitored last. Between each well monitoring the equipment will be decontaminated. <br /> Water level data collected from the wells will, be used to develop a groundwater contour map <br /> for the project site. Groundwater flow will be estimated to be perpendicular to equipotential <br /> lines drawn on the map. <br /> 10.0 WELL DEVELOPMENT PROTOCOL <br /> Groundwater monitoring wells will be surged and developed prior to setting the surface seal. <br /> Approximately 10 times the volume of water in the casing will be withdrawn if possible. Casing <br /> C, volumes will be calculated in the following manner: <br /> 777-77-77-1. <br /> `.VOLUME OF SCHEDULE ,40 PVC PIPE;; <br /> Diameter (Inchesl I D (inches) <br /> Volume <br /> ...... Galllinear feet <br /> 2 2.067 0.17 <br /> 4 4.026 0.66 <br /> VOLUME`OF OPEN BOREHOLE AND:;ANNU..LAR SPACE BE7WEN CASING AND' HOLE <br /> Nominal:; Volume/Linear Feet of <br /> Hole Volume/Linear Feet_of Hole Ce, ; <br /> Diameter Casing, r Spa <br /> Annula <br /> (inches) Diameter <br /> Gallons Cubic Feet: Gallons: Cubic Fee# <br /> (inches) <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 1 0.82 4 5.30 0.71 <br /> L ' Annular volumes will be multiplied by 30%to account for porosity of filter pack. <br /> QAQC1092.FNL 8 <br />
The URL can be used to link to this page
Your browser does not support the video tag.