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In-Service AST Inspection Report <br /> Formal External Inspection of 8,800-Gallon Tank(AST-5) <br /> Valley Pacific Petroleum Services,Inc. <br /> Page 4 <br /> 1.9.3. A pneumatic liquid level gauge was installed and visible along the northwestern <br /> containment wall. Condor inspectors manually measured the tank volume to <br /> compare against installed tank level gauge readings.The manual measurement was <br /> 37-inches; and matched the gauge reading of 37-inches. Overfill alarms or vent <br /> whistles were not installed. <br /> 1.10. Grounding equipment was not installed on AST-5. <br /> 1.11. The tank was not equipped with stairways,handrails, or platforms. <br /> 1.12. Surface coatings observed on all surfaces of the tank shell, heads, and supports appeared <br /> to be in good condition. However, along the top of tank concentrated on the southeast end <br /> of the tank multiple instances of paint failure were observed. Maintenance of a tank's <br /> protective coating is strongly recommended to prevent external corrosion of the tank shell, <br /> pipe-fittings, and piping. <br /> 2. Original Shell Thickness of the AST <br /> 2.1. Original tank documentation was not provided for review. <br /> 2.2. The tank manufacturer was determined by examining the nameplate installed on the tank. <br /> 2.3. The tank's nameplate identifies it with an Underwriters' Laboratories (UL) designation. <br /> This indicates the tank is manufactured to the UL 142 specification for aboveground <br /> storage of flammable liquids. <br /> 2.4. According to several ultrasonic thickness (UT)measurements, the original shell thickness <br /> is presumed to be approximately 0.250 inches or 1/4-inch rolled steel with an average <br /> thickness of 0.260 inches of remaining steel. The original thickness of the tank's heads is <br /> presumed to be approximately 0.250 inches or 1/4-inch rolled steel with an average of <br /> 0.257 inches of remaining steel. <br /> 3. Horizontal ASTs <br /> 3.1. Shell plates, welds, and ancillary equipment were inspected for indications of exterior <br /> corrosion, buckling, distortion due to stress, cracking, pinholes, and mechanical damage. <br /> There were no signs of corrosion or damage on the exterior tank surface. Minor leakage <br /> from ancillary piping at both pumps mounted on the tanks topside. <br /> 3.1.1. UT measurements and visual inspection of the tank shell revealed no significant <br /> internal or exterior corrosion. Refer to the thickness measurements and <br /> photographs attached to this report. <br /> 3.2. The tank shell was inspected for indications of modifications that may have been made in <br /> the past.Brackets and platforms for ancillary tank equipment and piping appear consistent <br /> with the original design.No evidence of modification to the original tank was identified. <br /> 3.3 INSPECTION SUMMARY <br /> The following sections provide a summary of the inspection completed for the tank. <br /> UT Measurements Summary <br /> To obtain the residual metal thickness readings, a NDT Systems TG110—DL ultrasonic digital thickness <br /> meter equipped with a TG-560P transducer was used.The meter has a resolution of±0.001 in(±0.025 mm) <br /> intended for use on steel plate and piping materials used in storage tank applications. The meter is capable <br /> of collecting readings using a scan mode or single point mode. The meter is factory calibrated(November <br /> 23,2016)and proper operation confirmed prior to and during testing using a steel calibration block adhered <br /> to the side of the meter. The transducer couplant used was NDT Systems UTG1102 Ultragel II. Field data <br /> was recorded onsite.Refer to Figure 1,Attachment A,for a Tank Diagram and UT thickness measurements. <br /> r� CONDOR <br />