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SU0006578
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SU0006578
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Entry Properties
Last modified
11/19/2024 10:36:10 AM
Creation date
9/4/2019 6:46:36 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0006578
PE
2637
FACILITY_NAME
PA-0700226
STREET_NUMBER
0
STREET_NAME
I-5
City
LODI
APN
05515003 04 25
ENTERED_DATE
5/18/2007 12:00:00 AM
SITE_LOCATION
I-5
RECEIVED_DATE
5/18/2007 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\F\I-5\0\PA-0700226\SU0006578\GRD WTR PLN.PDF
Tags
EHD - Public
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Tvpe of well of the down welt system components-and <br /> Well cap shall of sufficient strength to support the weight <br /> limit access to the well to avoid accidental contamination_ <br /> See Standard Specification Section 70,Well Pump and Accessory Equipment;Wellhead Cap <br /> Assembly, paragraph G.3. Pg 3. <br /> Size of erforations and rationale <br /> Well screen shall have Q_02-Inch machine-cut slots. The slot size is based on standard ASTM D <br /> 5092-Design and Installation of Groundwater Monitoring Wells.in Aquifers_ This slot size is typically <br /> used for monitoring well screens. <br /> I See Standard Specification Section 70, Well Screen, Paragraph B, P97 <br /> Grain size of sand pack and rationale g ack.and is based on standard ASTM <br /> 1 Gradation of sand conforms with Lapis Lustre Designation 2112 p <br /> D 509C-Design and Installation of Groundwater Monitoring.Wells.in Aquifers_ The gradation is <br /> typically used with 0.02-inch slot width screens. <br /> See Standard Specification Section 70, PRODUCTS, Sand Pack Paragraph C, pg Z <br /> Thickness and position of bentoriite seal and sand pack <br /> Sand pack shall extend from the bottom of well screen to 5 feet above top of screen. Bentonite seal <br /> should be 5 feet thick and placed above the sand pack <br /> See Specifications Figure 2, Singie-Screen Well Design_ <br /> De th ofwell: len and p0sitign of eorated intervaleetofwell screen should be <br /> Weil bottom shall be 15 feet below the groundwater table. Twenty <br /> installed at the bottom of borehole- <br /> SECTION <br /> oreholes <br /> SEC�Q <br /> WELL DEVELOPMENT <br /> Method of develo menttgbe used b attemating bailing with a close- <br /> Ai least24 hourafollo construction, r well e block.I be developed Afterthe sediment has been remove from the <br /> — — - - fitting bailer and surgingwith a vertedsur9 pumping with a decontaminated submersible <br /> bottom of the well casing, development will continue by emperature, and specific conductance <br /> pump_ The well developmentwill continue until the PH, ssible_ <br /> measurements have stabilized and the water is clear and coloriess,.if po <br /> Method of detenminino when development is completeof <br /> Stabilization shall be defined as agreement <br /> es h Pe cent of e last two �scale reminus <br /> reading for specific <br /> 0.1 pH units, plus orminus t_0'c and p or <br /> stabilized during the removal of three cased well volumes tai n <br /> ill be removed_ A record of the well development will be <br /> a maximum of five well volumes wmaintained <br /> conductivity_ if Parameters have not <br /> by using a well development log- <br /> Me <br /> og_ <br /> Method of development water disposal <br /> - Dispose of development water to ground surface near the monitoring well- <br /> -October=,2003 <br /> C,jnqw"monitoring Well Pian <br />
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