Attachment 05-Tank 1617 Inspection Report_Redacted.pdf
PDF 6 MB Posted
- Attached to
- T1617 Tank Repair & Tank 2003 Inspection
- Solicitation number
- FA480325B0003
About this file
This is an inspection report for Tank 1617, a 250,000-gallon ground storage tank, detailing various maintenance and repair requirements identified through a comprehensive examination. The report includes detailed photos and descriptions of multiple deficiencies requiring attention.
The inspection identified several critical issues requiring remediation, including: foundation cracking/spalling that needs repair and sealing; corroded manway bolts needing replacement with galvanized alternatives; a non-compliant roof vent requiring replacement with a frost-proof/pressure-proof version; a broken liquid level indicator needing repair; interior ladder safety violations requiring installation of safety climb devices; and interior coating failures showing corrosion, staining and pitting that need surface preparation and new AWWA-approved coating. The report also notes the need for installation of an anti-vortex plate on the suction line, replacement of a non-compliant 24" manway with a 30" version, caulking of interior lapped roof joints, and sediment removal from the tank bottom. Film thickness testing showed coating ranges of 7.0-9.2 for the roof, 10.5-17.5 for the shell, and 16.3-19.4 for the interior, with various forms of coating deterioration documented throughout the structure.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PHOTO SHOWS FOUNDATION
THE FOUNDATION IS SHOWING SIGNS OF CRACKING/SPALLING AND IS NOT PROPERLY SEALED TO
SAFEGUARD FROM WATER PENETRATION AND THE EFFECTS OF THE FREEZE-THAW CYCLE DURING
COLD WEATHER. WE RECOMMEND TO HAND TOOL CLEAN FOUNDATION, REPAIR
SPALLING/CRACKING AREAS AND APPLY ONE COAT OF SEALER TO EXPOSED AREAS.
THE AREA BETWEEN THE FOUNDATION AND THE CHIME IS NOT PROPERLY SEALED. WE
RECOMMEND TO CAULK BETWEEN FOUNDATION AND CHIME TO PREVENT INGRESS OF WATER
UNDER TANK BOTTOM IN ACCORDANCE WITH NFPA 22 2018.12.2.1.2 REQUIREMENTS.
PHOTO SHOWS FOUNDATION AND GROUNDING
CORROSION CONTROL IS AN ESSENTIAL PART OF THE MAINTENANCE AND LONGEVITY OF
WATER TANKS. WE RECOMMEND TO FURNISH AND INSTALL A RADIAL CATHODIC
PROTECTION SYSTEM TO ACT AS A PREVENTATIVE MEASURE CORROSION AGAINST THE
UNDERSIDE OF TANK FLOOR.
PHOTO SHOWS PRIMARY MANWAY AND GAUGE
THE EXISTING MANWAY BOLTS ARE SHOWING SIGNS OF CORROSION, WHICH CAN LEAD TO BOLT
FAILURE AND STAINING OF FINISHED SURFACES. WE RECOMMEND TO REPLACE EXISTING BOLTS
WITH GALVANIZED BOLTS AS A PREVENTATIVE MEASURE TO ENSURE PROPER FASTENER
OPERATION AND TO SAFE GUARD EXTERIOR COATING.
THE EXISTING SIGNAGE IS IN POOR CONDITION. WE RECOMMEND TO FURNISH AND INSTALL
CONFINED SPACE, FALL PROTECTION EQUIPMENT REQUIRED, AND DEPARTMENT HOMELAND
SECURITY SIGNS ON THE TANK IN ACCORDANCE WITH OSHA AND THE DEPARTMENT OF
HOMELAND SECURITY CODES.
PHOTO SHOWS SECONDARY MANWAY
THIS TANK IS EQUIPPED WITH (2) 24" MANWAYS. AWWA D100-11 7.4.4 CALLS FOR (2)
SHELL MANWAYS; ONE OF WHICH BEING CIRCULAR WITH A MINIMUM DIAMETER OF 30".
WE RECOMMEND TO REPLACE EXISTING SHELL MANWAY WITH A 30" SHELL MANWAY
COMPLETE WITH A DAVIT ARM AND GALVANIZED BOLTS IN ACCORDANCE WITH OSHA,
AWWA D100-11 7.4.4 AND NFPA 22 2018 14.7.2 REQUIREMENTS.
PHOTO SHOWS LIQUID LEVEL INDICATOR
THE LIQUID LEVEL INDICATOR IS BROKEN. WE RECOMMEND TO REPAIR, CLEAN, AND
LUBRICATE THE EXISTING LIQUID LEVEL INDICATOR AS NECESSARY IN ACCORDANCE WITH
NFPA 22 2018 14.1.8 REQUIREMENTS.
PHOTO SHOWS PIPING CONNECTED TO TANK
WE RECOMMEND TO FURNISH AND INSTALL A 2” DIAMETER FROST PROOF AND LOCKABLE
DRAIN VALVE TO AS CLOSE TO THE BOTTOM OF THE TANK AS POSSIBLE. WE ARE MAKING
THIS RECOMMENDATION AS MOST TANK OWNER’S DO NOT HAVE THE MEANS IN PLACE
TO EFFECTIVELY DRAIN THEIR TANKS. MOST FACILITIES MUST FOLLOW WATER DRAINAGE
REQUIREMENTS THAT COMPLY WITH THEIR FACILITIES STORM WATER PLAN WHICH
REQUIRES THE WATER TO BE DIRECTED INTO A STORM DRAIN. THE DRAIN VALVE ALLOWS
THE HOOKUP OF A DRAIN LINE SO THE WATER MAY BE DIRECTIONALIZED.
PHOTO SHOWS CATHODIC PROTECTION
ACTIVE CATHODIC PROTECTION IS HIGH MAINTENANCE AND REQUIRES CONSISTENT
MONITORING. WE RECOMMEND TO REMOVE EXISTING CATHODIC PROTECTION SYSTEM,
SEAL WELD HAND HOLES CLOSED TO PREVENT THE INGRESS OF DEBRIS AND
CONTAMINATED WATER AND FURNISH AND INSTALL A PASSIVE CATHODIC PROTECTION
SYSTEM AS A MORE COST EFFECTIVE AND LOW MAINTENANCE METHOD OF PROTECTING
YOUR TANK.
PHOTO SHOWS OVERFLOW
THE OVERFLOW DOES NOT HAVE AN AIR BRAKE. THIS COULD CREATE A HAZARDOUS
SITUATION BY ALLOWING EXCESSIVE WATER LEVEL IN TANK. SHOULD PIPING BECOME
BLOCKED UNDERGROUND WITHOUT THE OWNERS KNOWLEDGE, WE RECOMMEND TO
FURNISH AND INSTALL AIRBRAKE ON EXISTING OVERFLOW IN ACCORDANCE WITH AWWA
D100-11, NFPA 22, AND EPA CODES.
PHOTO SHOWS EXTERIOR SHELL CONDITION
THE EXTERIOR COATING OF THIS TANK IS EXHIBITING SIGNS OF
CORROSION/STAINING/COATING FAILURE. WE RECOMMEND TO PROPERLY PREPARE THE
AREAS OF DEFECT AND/OR ENTIRE EXTERIOR SURFACE AND APPLY A PROTECTIVE
EXTERIOR COATING SYSTEM AS NEEDED.
PHOTO SHOWS PIPING INSIDE PUMP HOUSE
WE RECOMMEND TO FURNISH AND INSTALL AN ASHCROFT THERMOMETER AND A LIQUID
LEVEL GAUGE THAT READS IN FEET AND PSI.
PHOTO SHOWS UPWARD VIEW OF LADDER
PHOTO SHOWS DOWNWARD VIEW OF LADDER
PHOTO SHOWS OVERVIEW OF TANK
THE LADDER OPENING IS NOT PROTECTED BY A SWING GATE. WE RECOMMEND TO
FURNISH AND INSTALL A SWING GATE IN THE HANDRAIL OPENING IN ACCORDANCE WITH
CURRENT OSHA, AWWA, AND NFPA REQUIREMENTS.
PHOTO SHOWS CHECKING OF THE COATING LEADING/RUNNING FROM THE CORRODED
SPOTS ON TANK ROOF
PHOTO SHOWS ROOF VENT
WE RECOMMEND TO REMOVE AND REPLACE THE NON COMPLIANT ROOF VENT WITH A FROST
PROOF/PRESSURE PROOF VENT IN ACCORDANCE WITH AWWA D100-11 7.5, 7.5.1 AND 7.5.2
REQUIREMENTS.
FURTHERMORE, WE RECOMMEND TO FURNISH AND INSTALL A FLANGED NECK/NOZZLE BETWEEN
ROOF TOP AND THE NEW ROOF VENT TO ALLOW ATTACHMENT OF A VENTILATION FAN TO ALLOW
REMOVAL OF THE VENT AND ATTACHMENT OF A FAN TO PROVIDE PROPER AIRFLOW AND
QUALITY WHILE WELDING, WORKING, ABRASIVE BLASTING AND PAINTING INSIDE THE TANK AS WELL AS TO ALLOW PROPER VENTILATION VIA A FAN FOR CURING OF THE INTERIOR COATING.
PHOTO SHOWS PRIMARY ROOF HATCH
THE PRIMARY ROOF HATCH IS NON-COMPLIANT AND IS WELDED SHUT. WE RECOMMEND TO
REPLACE THE EXISTING NON-COMPLIANT ROOF HATCH WITH A 24” X 24” SQUARE HATCH IN
ACCORDANCE WITH AWWA D100-11 5.4.3.1 AND NFPA 22 2018 CODE REQUIREMENTS.
THE TANK DOES NOT HAVE AN INTERIOR LADDER INSTALLED. WE RECOMMEND TO FURNISH AND
INSTALL AN INTERIOR LADDER WITH SAFETY CLIMB DEVICE IN ACCORDANCE WITH OSHA, AWWA
D100-11 5.4.2.5 AND NFPA 22 2018 CODE REQUIREMENTS.
PHOTO SHOWS SECONDARY ROOF HATCH
THE INTERIOR LADDER DOES NOT HAVE A SAFETY CLIMB DEVICE INSTALLED. THIS IS AN
OSHA VIOLATION. WE RECOMMEND TO FURNISH AND INSTALL A SAFETY CLIMB DEVICE
ON INTERIOR LADDER IN ACCORDANCE WITH OSHA REQUIREMENTS.
PHOTO SHOWS CENTER SUPPORT COLUMN AND RAFTERS
WE RECOMMEND TO CAULK INTERIOR LAPPED ROOF JOINTS AFTER PAINTING TO PREVENT
PREMATURE FAILURE OF COATING.
NOTICE THE GAP BETWEEN THE RAFTERS AND THE ROOF. THIS IS CAUSED BY VOIDS BETWEEN
THE TANK BOTTOM AND THE FOUNDATION. WE RECOMMEND TO FURNISH AND INSTALL
THREADED COUPLINGS ON 120 DEGREE INCREMENTS, PRESSURE GROUT THE UNDERSIDE OF THE
FLOOR TO FILL VOIDS, REMOVE AND PLATE OVER THE COUPLINGS, PERFORM VACUUM BOX
TESTING OF FLOOR WELDS, MARK BAD WELDS, AND REPAIR ANY LEAKS FOUND IN ACCORDANCE
WITH AWWA D100-11 12.6.2 AND NFPA CODE 25 2014 9.4.1 REQUIREMENTS.
PHOTO SHOWS RAFTERS
WE RECOMMEND TO CAULK THE ROOF TO RIM ANGLE CONNECTION TO PREVENT
PREMATURE FAILURE OF COATING.
WE RECOMMEND WELDING THE RAFTER-TO-SUPPORT COLUMN AND RAFTER-TO-SHELL
CONNECTIONS TO REINFORCE.
COATING CONDITIONS:
NON-DESTRUCTIVE FILM THICKNESS TESTING WAS CONDUCTED ON THE ROOF, SHELL AND
INTERIOR. THE RANGES WERE AS FOLLOWS:
BLISTERING (ASTM D714) WAS FOUND ON THE INTERIOR EPOXY COATING. SEE PAGES 18-
26.
CHALKING (ASTM D4214) WAS FOUND ON EXTERIOR COATING. SEE PAGES 2-10.
CHECKING (ASTM D660) WAS FOUND MAINLY ON THE ROOF AND VARIOUS SMALL AREAS.
SOME CRACKING CAN BE FOUND ON PIPES AND SMALL AREAS OF THE SHELL. SEE PAGE 15.
CORROSION/PITTING AND CRACKING (ASTM D661) WAS FOUND THROUGHOUT THE
SHELL, ROOF AND INTERIOR COATING.
SURFACE RUST (ASTM D610) WAS FOUND MAINLY ON THE INTERIOR COATING AND TANK
ROOF. MINOR SPOTS WERE FOUND ON THE EXTERIOR SHELL.
ROOF 7.0 – 9.2
SHELL 10.5 – 17.5
INTERIOR 16.3 – 19.4
File details come from the government source that posted it. Updated .