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2900 - Site Mitigation Program
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PR0547725
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Entry Properties
Last modified
2/23/2026 2:52:31 PM
Creation date
2/17/2026 11:14:42 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0547725
PE
2950 - ENVIRON ASSESS
FACILITY_ID
FA0027181
FACILITY_NAME
PROPOSED MONITORING WELL SITE
STREET_NUMBER
950
STREET_NAME
STEWART
STREET_TYPE
RD
City
LATHROP
Zip
95330
APN
2121007
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
Site Address
950 STEWART RD LATHROP 95330
Tags
EHD - Public
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CITY OF LATHROP <br /> 2.3.8 WELL DEVELOPMENT <br /> A. Scope--This item shall consist of airlift pumping and surging of the piezometers. The purpose <br /> of well development is to remove drilling fluids and to develop the gravel pack and aquifer to <br /> ensure that 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 150 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 <br /> the Contractor's compressor will be required during all phases of well development. The <br /> Contractor shall furnish the City with the make and model number of the air compressor <br /> to be used and the manufacturer and model number of the proposed filters to be used <br /> 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 <br /> airlift 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 150 feet during development. <br /> The pumping operations will be conducted until the well is fully developed and <br /> discharging 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 <br /> two 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 <br /> mount (vault) surface completion on the Plans and in accordance with State and local <br /> standards. <br /> B. Methods <br /> LUHDORFF&SCALMANINI <br /> CONSULTING ENGINEERS 16 <br />
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