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CORRESPONDENCE_4/7/22 ASP RCSI APPENDICES
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CORRESPONDENCE_4/7/22 ASP RCSI APPENDICES
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Last modified
5/28/2024 9:15:14 AM
Creation date
5/14/2024 10:49:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
4/7/22 ASP RCSI APPENDICES
RECORD_ID
PR0440011
PE
4445
FACILITY_ID
FA0006918
FACILITY_NAME
FORWARD RESOURCE RECOVERY FACI
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106003
CURRENT_STATUS
01
SITE_LOCATION
9999 S AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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<br /> Page 37 <br />5 CONSTRUCTION QUALITY ASSURANCE FOR HDPE <br />PIPE <br />5.1 Introduction <br /> <br />This section describes CQA procedures for high density polyethylene (HDPE) pipe installations. <br />Perforated and solid HDPE pipe will be utilized to construct the pan lysimeter and stormwater <br />features. <br /> <br />CQA for the HDPE pipe installations will be performed to verify that HDPE pipe systems are <br />installed in accordance with the design. Construction must be conducted in accordance with the <br />Construction Drawings and Specifications. To monitor compliance, the CQA program will (1) <br />review the Contractor’s quality control submittals; (2) monitor construction testing; and (3) monitor <br />installations. <br /> <br />All construction testing will be conducted in accordance with the Specifications. <br /> <br />5.2 Construction Monitoring <br /> <br />The following sections list monitoring requirements during HDPE pipe operations. <br /> <br />5.2.1 Delivery, Handling, and Storage <br /> <br /> Verify that chains, end hooks, cable slings, or any other devices that may scar the pipes <br />are not used for handling. Wide nylon web slings are recommended to handle the pipe. <br /> <br /> Verify that the pipes are not damaged during handling operations and that damaged pipe <br />or tanks are separated from accepted materials. <br /> <br /> Verify that pipe out-of-roundness will not occur due to excessive stacking heights when <br />the pipe is stored at the site. Recommended stacking heights for pipe are provided in the <br />following chart: <br />
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