PPI 040 MF801 TANK HYDROSTATIC TEST PLAN.pdf
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- Solicitation number
- N4425523R1503
About this file
This document is a hydrostatic test plan for two fuel storage tanks at the Manchester Fuel Depot, part of the Fleet Logistics Center Puget Sound in Manchester, Washington. The plan outlines requirements for hauling potable water by barge to fill the tanks, performing leak tests in accordance with API 650 standards, monitoring water quality during the multi-week testing period, recycling water between tanks where possible, and removing water from the site by barge for off-site disposal following testing. Coordination is required with facility operators for barge access, use of existing piping to convey water, and all environmental permitting for water disposal. Settlement readings will be taken before, during and after testing, which must last a minimum of 72 hours per tank.
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1. SEE SHEETS MF001 AND MF002 FOR MECHANICAL LEGEND,
ABBREVIATIONS AND GENERAL NOTES.
2. REFER TO SPECIFICATION SECTION 33 56 21.17 FOR ADDITIONAL
TANK CONSTRUCTION AND TESTING REQUIREMENTS.
3. CONTRACTOR SHALL CLOSELY COORDINATE RECEIPT AND
DISPOSAL OF HYDROSTATIC TEST WATER WITH THE CONTRACTING
OFFICER AND FACILITY FUELS OPERATORS AT LEAST 60 DAYS IN
ADVANCE.
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NOTES
RECEIPT OF WATER
1. THE LOCAL MANCHESTER WATER DISTRICT CANNOT PROVIDE THE
VOLUME OF WATER REQUIRED FOR THE HYDROSTATIC TEST OF
TANKS 803 AND 804. THE CONTRACTOR IS RESPONSIBLE FOR
HAULING FRESH WATER BY BARGE TO THE FACILITY FOR TANK
HYDROSTATIC TEST.
2. THE DELIVERY BARGE ARRIVAL AND MOORING MUST BE
COORDINATED WITH THE CONTRACTING OFFICER AND FACILITY
FUELS OPERATORS DUE TO LIMITED PIER ACCESS.
3. WATER USED FOR THE FIRST TANK SHOULD BE RECYCLED TO THE
FULLEST EXTENT POSSIBLE FOR USE IN TESTING SECOND
SUBSEQUENT TANK.
4. TEST WATER SHALL BE POTABLE WATER, FREE FROM CHLORIDES
OR OTHER SUBSTANCES HARMFUL TO THE TANK, AND GENERALLY
FREE OF SEDIMENT. CHLORINE CONTENT SHALL BE LESS THAN
1PPM.
5. BARGES USED FOR CONVEYANCE OF OTHER SUBSTANCES OTHER
THAN WATER SHALL BE CLEANED PRIOR TO USE FOR WATER
DELIVERY TO THE MANCHESTER SITE.
6. APPROXIMATE DISTANCE FROM PIER TO THE NEW TANK 803 IS 2500
FEET. EITHER CONTRACTOR PROVIDED TEMPORARY PUMPS OR ON
BARGE PUMPS SHALL BE USED FOR WATER TRANSFER TO TANKS.
7. CONTRACTOR CAN REQUEST FLCPS OPERATORS TO UTILIZE THE
EXISTING 6-INCH DRAIN LINE PIPING TO CONVEY THE WATER FROM
THE PIER TO THE NEW TANK. CONTRACTOR WILL BE REQUIRED TO
CUT AND PROVIDE TIE-IN TO 6-INCH DRAIN LINE BEHIND
PUMPHOUSE 12 IF USE OF THE EXISTING DRAIN PIPING FOR FILLING
TANKS IS REQUESTED.
8. OPTIONALLY THE CONTRACTOR MAY PROVIDE TEMPORARY PIPING
OR HOSES FROM THE PIER TO THE NEW TANKS AS AN
ALTERNATIVE MEANS OF TRANSFER.
TANK HYDROSTATIC TEST:
1. CONTRACTOR SHALL PERFORM TANK HYDROSTATIC TIGHTNESS
TEST WITH POTABLE WATER IN ACCORDANCE WITH THE
REQUIREMENTS OF API 650 AND SPECIFICATION 33 56 21.17. THE
TESTS SHALL BE PERFORMED AFTER COMPLETION OF ALL NDE
WELD INSPECTIONS BUT PRIOR TO BLAST CLEANING AND
APPLICATION OF THE PROTECTIVE COATING.
2. THE TANKS SHALL BE TESTED TO CONFIRM STRUCTURAL
STRENGTH AND INTEGRITY OF THE TANK AND TO PROVIDE THE
INITIAL SETTLEMENT OF THE FOUNDATIONS.
3. SHELL SETTLEMENT SHALL BE MEASURED BEFORE, DURING AND
AFTER HYDROSTATIC TESTING IN ACCORDANCE WITH
SPECIFICATION 33 56 21.17 AND API 650. THE TEST WATER MUST BE
LEFT IN EACH TANK UNTIL THE TANK FOUNDATION ELEVATION
STABILIZED BUT NO LESS THAN 72 HOURS.
4. TEST WATER SHALL THEN BE TRANSFERRED TO THE SECOND TANK
BY THE CONTRACTOR USING PORTABLE PUMP AND TEMPORARY
PIPING AND HOSES AS REQUIRED.
5. WATER IS EXPECTED TO REMAIN IN THE TANKS LONGER THAN 14
DAYS DUE TO THE LENGTH OF TIME REQUIRED TO FILL FIRST TANK
AND USE OF SAME WATER FOR BOTH TANK'S TESTING.
CONTRACTOR IS RESPONSIBLE FOR MONITORING AND
MAINTAINING WATER QUALITY PER THE REQUIREMENTS OF API 650.
RELEASE OF WATER
1. CONTRACTOR IS PROHIBITED FROM RELEASING THE HYDROSTATIC
TEST WATER TO EITHER THE BASE'S SANITARY OR STORM SEWER
SYSTEMS AT THE COMPLETION OF THE TESTS. ALL TEST WATER
MUST BE TRANSPORTED FROM THE SITE BY BARGE FOR DISPOSAL.
2. THE DISPOSAL BARGE ARRIVAL AND MOORING MUST BE
COORDINATED WITH THE CONTRACTING OFFICER AND FACILITY
FUELS OPERATORS DUE TO LIMITED PIER ACCESS.
3. WATER MUST BE DISPOSED BY THE CONTRACTOR IN A MANNER
WHICH MEETS LOCAL, STATE AND FEDERAL ENVIRONMENTAL
CODES AND REGULATIONS.
4. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS ASSOCIATED
WITH WATER DISPOSAL.
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9400 WARD PARKWAY
KANSAS CITY, MO 64114
816-333-9400
LICENSEE NO. 000165
B. KOPP
PUMP HOUSE 12
FUEL PIER
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TANK 803
TANK 804
A1 WEST PIER VALVE PIT
SCALE: NTS
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ABOVE GRADE 6-INCH
DRAIN LINE TO TANKS
08/28/2023
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