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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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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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13 <br /> submerged in the sealing material maintaining a positive displacement throughout the <br /> sealing process until the grouting material has reached the ground surface. <br /> 3)The Contractor shall take measures to ensure that the weight of the cement column <br /> does not collapse the well casing during the sealing operation. <br /> 4)Well development shall not commence until a minimum of 24 hours after placement of <br /> the seal. <br /> 2.3.8 WELL DEVELOPMENT <br /> A. Scope--This item shall consist of airlift pumping and surging of the wells. The purpose of well <br /> development is to remove drilling fluids and to develop the gravel pack and aquifer to ensure that <br /> proper ground-water samples may be obtained from the piezometers. <br /> B. Methods <br /> 1. The Contractor shall provide an air compressor, sufficient pipe, and necessary <br /> equipment used for pumping that shall be capable of pumping 25 gpm from a static water <br /> level of 100 feet during development. <br /> 2. The air compressor used during well development shall be fitted with in-line filters to <br /> prevent volatile organic compounds from entering the well casings from the compressor. <br /> A 0.3 micron pre-filter and a 0.01 micron filter run in series and verified compatible to the <br /> Contractor's compressor will be required during all phases of well development. The <br /> Contractor shall furnish the Engineer with the make and model number of the air <br /> compressor to be used and the manufacturer and model number of the proposed filters to <br /> be used prior to the construction of the wells. <br /> 3. After the placement of the gravel envelope and annular seals has been completed, the <br /> gravel envelope shall be cleaned of all fluids, cake, and substances that would impair the <br /> flow of water into the well and the quality thereof. Cleaning shall be accomplished by airlift <br /> pumping and surging until the gravel has been cleaned and consolidated. <br /> 4. Pumping will be done with a minimum 3/8-inch diameter air pipe using the well casing <br /> as the eductor pipe. The air compressor and necessary equipment used for pumping shall <br /> be capable of pumping 25 gpm from a static water level of 100 feet during development. <br /> The pumping operations will be conducted until the well is fully developed and discharging <br /> clean ground water. <br /> 5. The development shall continue until the well produces water free of sand and the <br /> following turbidity guidelines can be achieved after surging the well. For piezometers that <br /> produce less than 2 gpm, a turbidity of 10 NTU within two casing volumes of purging. For <br /> piezometers that produce at least 2 gpm, a turbidity of 5 NTU must be achieved within two <br /> casing volumes of purging. <br /> 2.3.9 SURFACE COMPLETION <br /> A. Scope -- This item shall consist of furnishing and installing an above ground or flush mount <br /> (vault) surface completion on the Plans and in accordance with State and local standards. <br />
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