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WP0040745
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4200/4300 - Liquid Waste/Water Well Permits
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WP0040745
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Last modified
8/20/2020 11:26:01 AM
Creation date
6/16/2020 9:37:29 AM
Metadata
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Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
WP0040745
PE
4349
STREET_NUMBER
18401
STREET_NAME
MCKINLEY
STREET_TYPE
AVE
City
LATHROP
Zip
95337-
APN
24140026
ENTERED_DATE
4/21/2020 12:00:00 AM
SITE_LOCATION
18401 MCKINLEY AVE
P_LOCATION
07
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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12 <br /> 2.3.6 GRAVEL ENVELOPE AND INTERMEIDIATE SEALS <br /> A. Scope -- This item shall consist of providing and installing gravel or coarse grained sand <br /> opposite the screen intervals and intermediate bentonite or sand/cement seals between the screen <br /> intervals,as specified by the Engineer, in the annulus between the casing and screens and the well <br /> bore of each well. Intermediate bentonite seals may be used in saturated zones. Sand/cement <br /> grout shall be used for intermediate seals in unsaturated zones. <br /> B. Methods <br /> 1. Prior to placement of the gravel pack and intermediate seals in the well,the drilling fluid <br /> shall be thinned with clean water. Thinning shall be accomplished by reducing the viscosity <br /> of the drilling fluid in the sump to a maximum marsh funnel viscosity of 30 seconds and a <br /> maximum weight of 8.9 pounds per gallon by the addition of clean water to the sump. The <br /> Contractor shall avoid the direct injection of water into the well bore through the tremie pipe <br /> in order to prevent unbalancing the fluid consistency in the borehole. <br /> 2. Gravel packing and sealing material shall be pumped or gravity fed through the tremie <br /> pipe. The gravel pumping system shall consist of a hopper, which will allow for the <br /> calculation of the amount of gravel packing material entering the borehole. The Contractor <br /> shall provide the Engineer with a schematic drawing of the system of gravel placement he <br /> intends to employ prior to the installation of casing. <br /> 3. The tremie pipe shall be removed in approximately twenty-foot intervals when the gravel <br /> in the borehole reaches the tremie pipe. <br /> 4. The quantities of gravel placed in the annulus of each well shall not be less than the <br /> computed volume of the annulus. A quantity less than the computed value will be judged <br /> as an indication of voids, and corrective measures shall be taken by the Contractor. <br /> 5. If the volume of gravel installed in the annulus is less than the theoretical volume, the <br /> well may be rejected by the Engineer. <br /> 6. Gravel packing and bentonite seal placement shall continue uninterrupted until the <br /> gravel pack reaches the depth of the surface seal. <br /> 2.3.7 ANNULAR SEAL <br /> A. Scope --. This item shall consist of providing and installing a sand/cement grout annular seal <br /> in the annulus between the casing(s) and the bore of each well. <br /> B. Methods-Installation of the annular seal shall conform to State Water Well Standards and <br /> the requirements of the well permitting agency. <br /> 1) The Contractor shall proceed with sealing operations after the Engineer verifies the <br /> depth of the top of the gravel in the well annulus. <br /> 2) The tremie pipe shall be installed no more than 5 feet above the placed gravel <br /> envelope before beginning seal placement. The bottom of the tremie pipe shall remain <br />
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