08-0157
08-0157
Page 11200 New Jersey Ave.. S.E Washington. DC 20590 U.S. Department of Transportation Pipeline and Hazardous Materials Safety Administration Mr. E.A. Altemos HMT Associates, L.L.C. 603 King Street Alexandria, VA 223 14-3 105 Ref. No.: 08-01 57 Dear Mr. Altemos: This responds to your letter dated May 9,2008, requesting clarification on the Pipeline and Hazardous Materials Safety Administration's (PHMSA) March 5,2008 response to Mr. Dave Bailey [Letter Reference No. 07-0147 enclosed] regarding the performance requirements for shear sections on IMl 01 portable tanks. Specifically, you request clarification of Q3 and A3 of that letter. The letter from Mr. Dave Bailey referenced both IM101 and UN portable tanks, yet the answer to Q3 does not differentiate the two. You correctly assert that the performance requirements for IMlOl and UN portable tanks are different, and request that 4 3 be revised to reflect those differences. The answer to Q3 of the May 9, 2008 letter is revised to read as follows: Q3. In a Safety Advisory Notice (62 FR 37638), PHMSA clarified that internal discharge valves and shear sections are safety devices required on the bottom-outlets of IM portable tanks in hazardous material service to prevent significant release of lading when damage is sustained at the filling/discharge connection. Does the performance standard allow for some leakage of the tanks lading? A3(a). For UN portable tanks, the shear section or sacrificial device must break at no more than 70% of the load that would cause failure of the internal self closing stop valve. Provided the shear section satisfies this performance requirement, some leakage may occur. A3(b). For IMl 01 portable tanks, the performance requirement applicable to shear sections was previously specified in 5 178.270-12(d) [Removed: 72 FR 55678 (HM-244); October 1, 20071 of the Hazardous Materials Regulations (HMR; 49 CFR Parts 17 1 - 180). The requirement specifies that the shear section must break under strain#
Page 2without affecting the product retention capabilities of the tank and any attachments. Therefore, there may be no leakage of lading from an IM101 portable tank related to the performance of the shear section. I hope this information is helpful. Please contact us if you require additional assistance. Sincerely, lfU7@f& Edward T. Mazzullo Director, Office of Hazardous Materials Standards#
Page 3HMT ASSOCIATES, L.L.C. ~ 1 7 8 ~ ~ 7 ' i l ?o 'of ta b 803 KING ST. SUITE 300 ACMANDRIA. VA 22314-3105 703-54@-0727 FACSIMILE: 703-549-0726 h 4 k s da -015-7 €.A ALTEMOS PATRICIA A QUlNN WRITER'S DIRECT DIAL NUMBER (703) 549-0727, Ext. 11 May 9,2008 Mr. Edward Mazzullo Director, Office of Hazardous Materials Standards (PHH- 1 0) Pipeline and Hazardous Materials Safety Administration Department of Transportation 1200 New Jersey Avenue SE Building, Td Floor Washington, D.C. 20590-0001 Re: Interpretation letter Ref. No. 07-0147; request for withdrawal or correction Dear Mr. Mazzullo: This is to request withdrawal or correction of your interpretation letter Ref. No. 07-0147, written to Mr. Dave Baily of Fort Vale Engineering Ltd., as it relates to the requirements for shear sections on DOT Specification IM 10 1 portable tanks. Your response to this request at the earliest possible time will be greatly appreciated as the subject addressed is at issue in litigation involving ;F, failure of a shear section on an IM 10 1 portable tank to break cleanly under strain, which resulted in damage to the internal discharge valve and loss of contents from the tank - ultimately leading to the evacuation of the neighboring community. Subject letter refers both to Specification IM 10 1 portable tanks and DOT Specification UN portable tanks. However, this request for withdrawal or correction is made only in the context of the sirear section requirements for Speczjkation IM 101 portable tanks. In this regard, I note that the shear section requirements for IM 101 portable tanks are significantly different from those for UN piortable tanks, or, for that matter, for DOT specification cargo tanks. Therefore, it is respectfully requested that you consider only the regulatory provisions specifically applicable to shear sections for Specification IM 101 portable tanks in your response owing to the unique requirements ..: . - 'icable under that specification.#
Page 4HMT ASSOCIATES, L.L.C. Mr. Edward Mazzullo (PHH- 10) May 9,2008 Page 2 Specifically, withdrawal or correction of PHMSA's response to Question 3 in subject letter is hereby requested. In this response, it is stated that "some leakage may! occur" when the shear section functions under strain. As explained below, I submit there is no bqis whatsoever given the manner in the which the Specification IM 10 1 shear section requirementp are worded, or in the regulatory history of the adoption of these requirements, to interpret the intept of those requirements as permitting any leakage from the tank when the shear section functions upder strain. In addition, PHMSA's response to Question 3 makes specific reference to the shear section breaking at no more than 70% of the load that would cause failure of the internal self-closing stop valve. However, nowhere in the Specification IMlOl shear section requirements is thisj or any other specific numerical value cited. Finally, the answer contradicts itself. It states that the device must break at a load lower than that which would cause failure of the internal self-closing stop valve. But then states leakage of lading may occur. If the shear section must break so as 10 prevent failure of the internal valve, what could possibly be the source of the leakage that the response goes on to state is permissible? I The shear section requirements for Specification IMlOl portable tanks were previously codified at 8 178.270-1 2(d) in the Department's Hazardous Materials Regplations (the HMR; 49 CFR Parts 17 1 - 180). These requirements read: "(d) A shear section must be located outboard of each internal discharge valve seat and within 10.2 cm (4 inches) of the vessel. The shear section must break under strain without affecting the product retention capabilities of the tank and any attachments." (emphasis added). I submit that these requirements are clear and unambiguous. This is a pure performance standard, absolute in its nature. The shear section must break under strain in such a manner that there is no affect on the product retention capabilities of the portable tank. Obviously, any leakage from the tank associated with the functioning of the shear section under strain - in particular a continuous leakage - is irrefhtable evidence that the product retention capabilities of the tank have been affected. Equally obviously, any damage to the internal discharge valve associated with the functioning of the shear section under strain - which, for example, results in the valve no longer seating properly thereby allowing leakage - is irrefutable evidence that the product retention capabilities of the tank have been affected. This being the case, and given that the Specification IMlO 1 shear section requirements are written as a pure performance standard, I submit there is no basis to interpret the requirements, as written, to allow any leakage whatsoever from the tank as a result of the fhnctioning of the shear section under strain. Any leakage resulting from the functioning of the shear section under strain is clearly evidence that the product retention capabilities of the tank have! been affected - indeed, adversely affected. Thus, the fundamental condition imposed under the Specification IM101 shear . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . - . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .#
Page 5HMT ASSOCIATES, L.L.C. Mr. Edward Mazzullo (PHH- 10) May 9,2008 Page 3 section performance requirement, that is, that the shear section must break under strain without aflecting the product retention capabilities of the tank has clearly not been satisfied. Moreover, in reviewing the preamble to the Federal Register notice under which these requirements was adopted [46 FR 98881, there is nothing to substantiate that the intent of the requirement, as worded, was to allow any leakage from the tank when the shear section fimctions under strain. There is no evidence to suggest that the words were intended to mean anything other than exactly what they say - that is, that the shear section must function under strain in such a manner that the product retention capabilities of the tank are not affected. Again, any leakage through the -- . internal discharge valve as a result of the functioning of the s h e w o n und er strain is clearly iacative of an adverse affect on the ~roduct retention ca~abilitv of the tank. . Finally, reference is made in Question 3 to a Safety Advisory Notice that was published in the Federal Register [62 FR 3763 81 relating to bottom outlets on Specification IM 10 1 and IM 1 02 portable tanks. I would not consider that safety advisory notice to constitute an "interpretation" of the applicable requirements of the HMR, and I believe it is doubtful that when PHMSA's predecessor agency drafted the notice the wording was considered in the context of the notice being construed by readers as an interpretation. There is a formal process for publishing interpretations of the HMR in the Federal Register - and it is not by means of a safety advisory notice. Nevertheless, the wording of the notice should not necessarily be interpreted, as was suggested by Mr. Baily, as allowing leakage provided that the leakage is not "significant" (whatever that might mean), but rather that the purpose of the shear section is to help prevent the "significant" release of the entire contents of the tank that would otherwise occur absent the installation of a shear section. To summarize, the shear section requirements for Specification IM101 portable tanks are clear and unambiguous. They provide that the shear section must break under strain without affecting the product retention capabilities of the tank. If owing to the functioning of the shear section leakage from the tank internal discharge valve occurs, the product retention capabilities of the tank have unquestionably been adversely affected. Thus, the applicable shear section requirement has not been satisfied. There is no basis whatsoever given the clear and unambiguous wording of the applicable requirements, or in the regulatory history of their development, that could justify an interpretation that the intent of the requirement was to permit leakage - however significant or insignificant that leakage may be. Accordingly, it is requested that as soon as possible subject :qterpretation letter be withdrawn or corrected to properly reflect the clear and unambiguous provisions of the Specification IMl 01 portable tank shear section requirements. In closing, I would note that for certain hazardous materials allowed to be transported in Specification IMlOl portable tanks, for example, materials toxic by inhalaion, any leakage - ~nc\ud\ng"insignif1cant" leakage, whatever that may be deemed to be - could be fatal. The recent interpretation of the shear section requirements could give rise to unintended consequences in this , , , , , . __. _ _ , . . _ . . _ . . . _ _ _ . . ._ ....... .... . . . . . . . - .-- - - - - - .. -#
Page 6HMT ASSOCIATES, L.L.C. Mr. Edward Mazzullo (PHH- 10) May 9,2008 Page 4 regard by suggesting that leakage is permissible. Therefore, the interpretation should be withdrawn or corrected as requested herein. Please do not hesitate to contact me if you have questions concerning this matter or if you require additional information. Sincerely, E. A. Altemos Lnta to DOT - MI01 Shear Scniona.rwpd#
Page 7U.S. Department of Transportation Plpdlne and Huardoua M.t.rl.k SIhty Admlnlatratlon 1200 New Jersey Avenue, SE Washington, D.C. 20590 Mr. Dave Bailey Chief Engineer Fort Vale Engineering Ltd Parkfield Works Brunswick St Nelson Lancs UK BB9 OSG Ref. No. 07-01 47 Dear Mr. Bailey: This is in response to your email on July 20,2007 regarding the Hazardous Materials Regulations (HMR, 49 CFR 1 71- 180) applicable to shear sections on IM 10 1 and UN portable tanks. Your questions are summarized and answered as follows Q1. You understand that the shear section or sacrificial device on UN portable tanks must break at no more than 70% of the load that would cause failure to the internal self closing stop valve in accordance with 5 178.274(e)(l) . You ask if the removal of 30% of the wall section would result in a 70% stress reduction? If so, would this also satisfy the portable tank shear section requirement in 8 178.270- 12(d)? A1 . Reduction of the wall section by 30% may satis@ the 70% stress requirement specified in § 178.274(e)(l) provided an analysis of the shear section strength and expected performance shows that the shear section would break at no more than 70% of the load that would cause failure to the internal self closing stop valve. Section 178.270-1 2(d) requires a shear section to be located outboard of each internal discharge valve seat and within 10.2cm (4 inches) of the vessel. The shear section must break under strain without affecting the product retention capabilities of the tank and any attachments. 1 t' is the manufacturer's responsibility to perform an analysis of the shear section design, dimensions, and expected performance to determine the orientation of the shear section installation required to meet the minimum requirements of $4 178.274(e)(1) and 178.270- 12(d). Q2. As far as you can determine the only shear section calculation available is 'ITMA RP 86-98, "Emergency Valve Shear Section Strength Calculation". Is the use of the TTMA RP 86-98 calculation considered the best practice for calculating the valve shear section strength for portable tanks? A2. The HMR requirement applicable to portable tank shear sections is a performance standard. Under the HMR, various methods of analysis or test may be used to evaluate the expected#
Page 8strength aud pcrfbrmaace of the sheer section relative to the strmgth of internal self closing stop valve, and their configuration on the tank. The HMR do not specifically ref-ce the lTMA RP 86-98 shear section strength calculation. However, it is the opinion of this office that the 'ITMA RP 86-98 shear section strength calculation is an acceptable method for calculating the expected perhnance of a shear section for compliance with the HMR 43. In a Safety Advisory Notice (62 37638), PHMSA clarified that internal discharge valves and shear sections are safety devices required on the bottom-outlets of lM portable tanks-in hazardous material ser$ce to prevent significant release of lading when damage is sustained at the filling/discharge connection. You ask f i r confirmation that the pcrhrmancc standard does in fkt allow for some leakage of the tanks lading, and that the groove is intended to protect the tank. A3. Provided the shear section or sacrificial device breaks at no more than 70% of the load that would cause failm of the internal self closing stop valve, some leakage of lading may occur. The sheer section is intended to protect the tank i+om catastrophic f a i h when damage to the fillin Jdischarge connection is sustained. I hope this satisfies your inquiry. If we can be of further assistance, please contact us. / &6f, Standards Development Office of Hazardow Materials Standards#
Page 9From: Mauulb. Ed <PHMSA> Sent: Monday, July 23,2007 837 AM To: Drakeford, Carolyn cPHMSA> Cc: Hochman, Charles <PHMSA>; Betts, Charles <PHMSA>; Gale, John <PHMSA>; Gorsky, Susan <PHMSA>; Mauullo, Ed <PHMSA>; Mitchell, Hattie <PHMSA> Subject: FW: shear grooves From: Dave Bailey [mailto:dballey@fortvale.com] Sent: Friday, July 20, 2007 2:51 PM To: Mamllo, Ed <PHMSA> Subject: shear grooves Dear Ed I have was given your contact details by Charles Hochman with. regards to the expectations of the DOT with respect to the design and function of shear sections for lM1Ol and UN portable tanks chapters CFR 49 chapters 178.270-12 (d) and 178.274 (e) (1) respectively. My first questions relates to the design of the shear sections. From discussions with Charles Hochman I understand that the 70 stress requirement for failure notated in 178.274 (e) (1) originates fiom the DOT 407 road tanks sections 178.345-1 (a) 178.345-8 (a) (4) a extract from these paragraphs regarding the shear section is below " Shear s e c t i o n means a s a c r i f i c i a l device f a b r i c a t e d i n such a manner a s t o abruptly reduce the wall thickness of the adjacent piping or valve material by at least 30 percent." Charles intimated that the removal of 30% of the valve body wall section would be sufficient. Can you confirm then in simple tenns that the removal the 30% wall section would result in the 70% stress reduction and therefore the groove would conforms to the 178.270-1 2 (d) and 178.274 (e) (1) As far as we can determine the only shear section calculation available is. TTMA RP 86-98 "Emergency Valve Shear Section Strength Calculation". In lieu of any alternative methods other than the wall reduction above we have used the TTMA RP 86- 98 calculation to determine the 70% shear stress reduction. Would you regard the use of this calculation as the best practice to calculate the valve shear section? My second area is regarding the shear groove performance I would like to understand the DOT'S expected and accepted performance of the shear grooves. Below is a extract fiom the DOT in which a realistic view of some leakage may occur and that the groove is to protect the tank. I would like to have conformation that this is the acceptance criteria used by DOT [Federal Register: August 1, 1997 (Volume 62, Number 148)]#
Page 10Page 2 of 3 [Notices] [Page 41 481 -41 4821 From the Federal Reglster Online via GPO Access [wais.access.gpo.gov] [DOCiD:ffOla~97-l64] DEPARTMENT OF TRANSPORTATION Research and Special Programs Admlnlstratlon [Notice 97-61 Safety Advisory: Certified IM 101 and IM 102 Steel Portable Tanks With Bottom Outlets Without Internal Discharge Valves or Shear Sections AGENCY: Research and Special Programs Adminlstratlon (RSPA), DOT. ACTION: Safety advisory notlce; correction. SUMMARY: RSPA published a safety advisory notice in the Federal Register (62 FR 37638) under notice 97-6 on July 14, 1997. The words ' 'capable of being closed from a location" were inadvertently omitted in the advisory notlce for material quoted fmm 49 CFR 173,32c(g)(2). This document corrects thls error and, for the convenience of readers, reprints the text of the July 14, 1997 notlce in its entirety, as follows: This is to notify owners and users of DOT specification IM 101 and IM 102 portable tanks with fllllng or dlscharge connections below the normal liquid level that these tanks may be used for shipplng hazardous materials only if they have internal discharge valves and shear sections. Internal discharge valves and shear sections are safety devices required on the bottom-outlets of IM portable tanks in hazardous materlal service to prevent significant release of lading when damage is sustained at the filling/discharge connection. Without those safety features, damage to a bottom outlet is far more likely to result in loss of a tank's entire lading. I [[Page 41 48211 David Bailey Chief Engineer Fort Vale Engineering Ltd +44 (0) 1282 440026 Fax +44 (0) 1282 440046 - DISCLAIMER FOR AND ON BEHALF OF FORT VALE ENGINEERING LTD. This e-mail and the communication contained herein is private and confidential and intended for the specified recipient only. If an addressing or transmission#
Page 11Page 3 of 3 error has misdirected this e-mail, it should not be read by anyone but the intended recipient. Please notify the author by replying to this e-mail. If you are not the specified intended recipient you must not use, disclose, distribute, copy, print, or rely on this e-mail. This message has been scanned for viruses by Mailcontrol, a service from Blackspider Technologies. Fort Vale Engineering Limited is a company registered i n England and Wales. Registered number Registered o f f i c e : Parkfield Works, Brunswick Street, Nelson, Lancashire, BBgOSG, England#
This material provides agency context. It does not replace binding regulatory text, and its legal effect depends on the underlying authority and facts.