MVME177-014工控備件模塊
（f） 技術(shù)人員資格。所有氣密性測(cè)試必須由一名合格的技術(shù)人員進(jìn)行，該技術(shù)人員了解影響測(cè)試的變量，并接受制造商或其代表的測(cè)試培訓(xùn)。（g） 未經(jīng)檢查的設(shè)施。如果出于任何原因，未按照本節(jié)的要求進(jìn)行測(cè)試或檢查，則業(yè)主和操作員必須根據(jù)本部分第598.10節(jié)的要求使儲(chǔ)罐系統(tǒng)的未檢查部分停止使用。598.7地面儲(chǔ)罐系統(tǒng)——檢查。（a） 日常檢查。從1995年8月11日開始，業(yè)主或操作員必須在每個(gè)工作日目視檢查地上儲(chǔ)罐系統(tǒng)是否泄漏。此外，所有者或操作員必須進(jìn)行檢查，以確保排水閥在未使用時(shí)關(guān)閉，并且沒有未經(jīng)允許的污水或有害物質(zhì)排放。（b） 年度檢查。（1） 從1995年8月11日開始，用于保護(hù)地面儲(chǔ)罐底部和連接地下管道的陰極保護(hù)系統(tǒng)的結(jié)構(gòu)至電解質(zhì)電位必須由合格的技術(shù)人員每年檢查一次。如果系統(tǒng)無法提供必要的保護(hù)，則必須根據(jù)本部分
（2）節(jié)采取措施。（2） 從1996年8月11日開始，業(yè)主或運(yùn)營(yíng)商必須對(duì)地上儲(chǔ)罐系統(tǒng)進(jìn)行全面的年度檢查。該檢查包括：（i）目視檢查裂縫、磨損區(qū)域、腐蝕、維護(hù)和操作不當(dāng)、結(jié)構(gòu)過度沉降、儲(chǔ)罐保溫層分離或膨脹、故障設(shè)備、安全聯(lián)鎖、安全跳閘、自動(dòng)關(guān)閉、泄漏檢測(cè)以及可能無法正常運(yùn)行的監(jiān)測(cè)、警告或測(cè)量設(shè)備；（ii）目視檢查堤壩和其他二級(jí)防護(hù)系統(tǒng)是否存在侵蝕、裂縫、泄漏跡象、過度沉降和結(jié)構(gòu)缺陷；（iii）檢查外部涂層、防腐系統(tǒng)、外部焊縫和鉚釘、基礎(chǔ)、泄漏控制設(shè)備、應(yīng)急響應(yīng)設(shè)備和滅火設(shè)備的充分性；（iv）目視檢查設(shè)備、結(jié)構(gòu)和基礎(chǔ)是否過度磨損或損壞；和6 NYCRR第598部分–2015年10月11日第16頁，共35頁598.7（b）（v），審查本部分和本篇第599部分的合規(guī)性。（c） 五年檢查。（1） 到1999年12月22日，業(yè)主或運(yùn)營(yíng)商必須檢查地上管道系統(tǒng)和所有地上儲(chǔ)罐。檢驗(yàn)必須符合公認(rèn)的規(guī)范、標(biāo)準(zhǔn)或慣例，并由國(guó)家認(rèn)可的協(xié)會(huì)或獨(dú)立測(cè)試實(shí)驗(yàn)室制定，并符合本分部的規(guī)范。根據(jù)檢查結(jié)果，必須對(duì)系統(tǒng)密封性、結(jié)構(gòu)穩(wěn)定性、腐蝕、磨損、基礎(chǔ)薄弱性和可操作性進(jìn)行評(píng)估和評(píng)估。
(f) Qualification of technicians. All air tightness tests must be carried out by a qualified technician who understands the variables affecting the test and receives test training from the manufacturer or its representative. (g) Uninspected facilities. If, for any reason, a test or inspection is not carried out in accordance with the requirements of this section, the owner and operator must take the uninspected part of the tank system out of service in accordance with the requirements of section 598.10 of this part. 598.7 Surface Tank System - Inspection. (a) Daily inspection. From August 11, 1995, the owner or operator must visually inspect the above ground tank system for leaks every working day. In addition, the owner or operator must check to ensure that the drain valve is closed when not in use and that there is no unauthorized discharge of sewage or harmful substances. (b) Annual inspection. (1) Since August 11, 1995, the structure to electrolyte potential of the cathodic protection system used to protect the bottom of the ground tank and connect the underground pipeline must be checked once a year by qualified technicians. If the system cannot provide the necessary protection, it must be
(2) Section II Measures. (2) From August 11, 1996, the owner or operator must conduct a comprehensive annual inspection of the above ground tank system. This inspection includes: (i) visual inspection of cracks, wear areas, corrosion, improper maintenance and operation, excessive settlement of structures, separation or expansion of tank insulation, faulty equipment, safety interlocks, safety trips, automatic shutdowns, leak detection and monitoring, warning or measuring equipment that may not function properly; (ii) Visually inspect the embankment and other secondary protection systems for signs of erosion, cracks, leakage, excessive settlement and structural defects; (iii) checking the adequacy of external coatings, corrosion protection systems, external welds and rivets, foundations, leakage control equipment, emergency response equipment and fire-fighting equipment; (iv) visual inspection of equipment, structures and foundations for excessive wear or damage; And 6 NYCRR part 598 – October 11, 2015 page 16 of 35 598.7 (b) (v), reviewing compliance with this part and part 599 of this title. (c) Five year inspection. (1) By December 22, 1999, the owner or operator must inspect the above ground piping system and all above ground tanks. The inspection must conform to recognized codes, standards or practices, be formulated by a nationally recognized association or independent testing laboratory, and conform to the specifications of the Division. Based on the inspection results, the system tightness, structural stability, corrosion, wear, foundation weakness and operability must be evaluated and evaluated.
