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2900 - Site Mitigation Program
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PR0516350
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Last modified
5/8/2020 12:33:52 PM
Creation date
5/8/2020 12:01:13 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0516350
PE
2950
FACILITY_ID
FA0012574
FACILITY_NAME
LEWIS MANOR - MUNI MW (4)
STREET_NUMBER
902
Direction
W
STREET_NAME
12TH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23229069
CURRENT_STATUS
02
SITE_LOCATION
902 W 12TH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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i <br /> Page ten <br /> Temporary cyclone fencing shall be erected around the well site during the <br /> construction period, to protect equipment and prevent entry to the well site by <br /> unauthorized persons. <br /> ITEM NO. 21 <br /> The first paragraph of DIVISION 111, Section 13- "NEW WELL AND <br /> ABANDONED WELL PERMIT REQUIREMENTS", shown on page 38, is <br /> hereby amended to read. <br /> In addition to the general requirements of Section 3 in Division Il and Section 9 of <br /> Division ll/ of these Specifications, the Contractor shall provide ffie.*City with,611. <br /> the information and data necessar "'for the City to obtain a "New Well Permit" <br /> from the State's Department of Health Services by contacting them at: <br /> The "New Well Permit Requirements"packet from the Department of <br /> Health Services is attached. It is the information and data requested in this <br /> document that the Contractor is required to provide to the City so that the <br /> permit can be obtained. <br /> ITEM NO. 22 <br /> The attached "Figure No. 1 - Revised"and "Figure No. 2- Revised"(both <br /> dated April 28, 2000), showing the profile of the Production Well and <br /> Monitoring Well respectively, replace the original figures (dated July 1, <br /> 1999) located near the end of Division III. <br /> Figure No. 1 for the Production Well has been modified with the following <br /> information: <br /> The gravel pack now extends continuously down from the sanitary seal <br /> to the bottom of the borehole instead of an alternating combination of <br /> gravel pack and impervious plugs. <br /> • One of the gravel fill pipes has beer' replaced with a sounding tube. <br /> • The sanitary seal now extends to 300 feet below grade instead of 100 - <br /> feet. <br /> i <br /> The borehole is now 27 inches in diameter instead of 24 inches. <br /> Figure No. 2 for the Monitoring Well has been modified with the following <br /> information: <br /> The well casings are now stainless steel with welded plates instead of <br /> PVC pipe. i <br /> • A 10 foot minimum length of blank casing is now required above each <br /> screened section and below each impervious bentonite plug. <br /> The total depth of the borehole is shown as 1,000 feet below grade. <br /> Please replace the original figures with the revised figures. <br />
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