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EHD Program Facility Records by Street Name
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STEWART
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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 /> limited to the project title,delivery location,date(or approximate date)of delivery, name <br /> of the material with appropriate classification or model numbers, quantity, name of the <br /> manufacturers, statement of compliance with all requirements of the Technical <br /> Provisions, and the name,title, and signature of the certifying agent. <br /> 2. A factory or mill certification (laboratory test report) shall be submitted with the <br /> certificates of compliance for all components of the casing assembly. The factory or mill <br /> certification shall not be a substitute for the certificate of compliance, unless it contains <br /> all information required for a certificate of compliance as described above. <br /> 3. Insufficient,incomplete,or unclear certificates will be rejected,and the Contractor shall <br /> be responsible for all delays caused by any need for re-submittal. <br /> C. New Materials--All materials provided by the Contractor shall be new. <br /> 2.2.2 MATERIALS SPECIFICATIONS <br /> A. Sealing Material -- Sealing material, consisting of sand-cement grout shall be employed for <br /> abandonment purposes and surface seal in the well. Bentonite chips as well as sand/cement grout <br /> may be employed in the well for intermediate seals and to limit infiltration of cement grout into <br /> the gravel envelope. <br /> 1. The sealing material shall be composed of a slurry of sand-cement grout. The grout <br /> shall consist of a sand-cement mixture in accordance with California Department of Water <br /> Resources Well Standards, Bulletin 74-81/Supplement 74-90. <br /> 2.The mixture for the surface,or sanitary, seal shall conform to State standards and local <br /> ordinances for sanitary seals. <br /> 3. The bentonite sealing material shall be a graded chip bentonite with granules ranging <br /> from 1/4 inch to 3/8 inch. An approved product for the bentonite seals is "HOLEPLUG" as <br /> manufactured by the NL Baroid Division of NL Industries, Inc. <br /> B. Well Casing and Screen Material <br /> 1. The PVC well casing and well screen for the monitoring well will be made of ASTM F- <br /> 480-88A Schedule 40 PVC. The ends of each joint shall be threaded and coupled with 0- <br /> ring seals. The blank casing will be 2-inch Schedule 40 PVC, ASTM F480-88a. The well <br /> screen shall be fabricated from the same material as the blank casing. The perforations <br /> shall be machine cut horizontal slots, with openings of 0.030 inch. <br /> 2.The bottom of each PVC casing assembly shall be furnished with PVC threaded,pointed, <br /> or rounded end cap of the same schedule and size as the casing and the same <br /> specifications as described herein. <br /> LUHDORFF&SCALMANINI <br /> CONSULTING ENGINEERS 9 <br />
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