Itemized RAI Responses



Similar documents
UX-30 PERFORMANCE TESTING SUMMARY REPORT Revision 0

TITANIUM FABRICATION CORP.

SECTION CEMENT-MORTAR LINED AND COATED STEEL PIPE

NEW SIX-SEALS CUTTING RING. INTERNATIONAL INDUSTRIAL PATENT Nr of the 10/03/99 FLANKS AND DOES NOT REPLACE THE STANDARD RING CURRENTLY IN USE

SECTION SANITARY SEWER AND STORM DRAIN SYSTEMS

James M. Pleasants Company

PIPING SYSTEM - ABRASIVE SLURRIES Engineering Standard Specification. 96 B. Riutta

External Visual Inspection Form

Wastewater Capital Projects Management Standard Construction Specification

Engineering Drawings for 10 CFR Part 71 Package Approvals

SPECIFIC INSTRUCTIONS ON HOW TO PERIODICALLY CHECK FOR STRESS CRACKING CAUSED BY CHEMICALS, HANDLING ABUSE & ENVIRONMENTAL DEGRADATION

SECTION STORM DRAINAGE SYSTEM

SERIES ASM NEOPRENE/EPMD FLANGED SINGLE SPHERE CONNECTOR CONNECTORS. Pressures to 225 PSIG (15.51 barg) Temperatures to 230ºF (110ºC)

Pressure vessel basics for all engineers

SECTION NONREINFORCED CONCRETE SEWER PIPE

Spill Prevention, Control and Countermeasure Plan (SPCC) Program

SECTION COLD-FORMED METAL DECK FRAMING Elevations Steel Deck Framing by Trex

CHEMICAL CLEANING UNIT Product number:

Standard Pneumatic Test Procedure Requirements for Piping Systems

Drum Dispensing Stations

Boiler Plan II Table of Contents

Hazardous Materials Packagings

Oil and Gas Pipeline Design, Maintenance and Repair

INSTALLATION OF A BAY WINDOW

AD-A DODPOPHM/USA/DOD/NADTR9 1107

SECTION VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS

Chesapeake Section AWWA Symposium

Autobody/Collision and Repair Technology/Technician CIP Task Grid

SECTION GROUND WATER STORAGE TANKS

High Performance PSA in Sheet Membrane in Water Protection

SECTION COILING COUNTER DOORS. Display hidden notes to specifier. (Don't know how? Click Here)

Depend-O-Lok FxE Expansion Coupling. System No. Submitted By Spec Sect Para Location Date Approved Date. DEPEND-O-LOK FxE EXPANSION COUPLING

Comment Form on Proposed Gut Rehabilitation Alternatives

Determining the Right Molding Process for Part Design

EXPRESS STILL WARNING It is legal in New Zealand to own and operate a still for the purpose of producing alcohol for your own consumption.

Supporting New Build and Nuclear Manufacturing in South Africa

Steel Spill Containment Pallets

SECTION ASBESTOS CEMENT PIPE REPAIRS, DEMOLITION, AND DISPOSAL

Air Conditioner Duct Construction & Repair

UNITED NATIONS / DOT PERFORMANCE CERTIFICATION 31HA1 PERIODIC DESIGN REQUALIFICATION

SAMPLE TEST QUESTIONS STEAMFITTER/PIPEFITTER - ITA WEBSITE

Chapter 5 - Aircraft Welding

Lathe Milling Attachment

Rental Services Temporary Cooling - Flexible Water Hose

TITAN Fuel Tanks. INSTALLATION INSTRUCTIONS G e n e r a t i o n V

Toroidal Conductivity Sensor

SECTION HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

POLY DRUMS. LAB PACK - OVERPACK - SALVAGE DRUMS The Best Drums in the Field CONTENTS: What s the difference?

INSTALLATION, OPERATION & MAINTENANCE MANUAL

September 3, Ric Boyd, Public Works Director Ketchikan Gateway Borough 344 Front St. Ketchikan, AK 99901

SIMPLE SAVER SYSTEM DESIGN MANUAL

It's large enough to handle most welding job shop projects, yet small enough to make it a worth while home-workshop tool

Inspections Standard Operating Procedure 5 Aboveground Storage Tanks

Repair of a Hull 15 m below the Waterline

ASME Packaged Indirect Fired Water Heater

Packaged-Products for Parcel Delivery System Shipment 70 kg (150 lb) or Less

Check for deteriorated, shifting or missing tie-down pads. Replace if needed.

DESIGN CLARIFICATION (DC)

NUMBER: 08 DD15-10 S.M. REF.: 3.2 ENGINE: DD15 DATE: September 2008

Element D Services Heating, Ventilating, and Air Conditioning

Sports and High Mast Lighting Poles Phone: (866) Fax: (817)

Important: Please read these instructions carefully and completely before starting the installation. TITAN Fuel Tanks

SECTION METAL WALL PANELS

STORED PRESSURE STAINLESS STEEL

Acceptance Codes APPENDIX - A. Acceptance Criteria

FIRE EXTINGUSIHER INSPECTION, MAINTENANCE, AND TESTING PROCEDURES

LEAD CRYSTAL. User Manual. Valve-regulated lead-crystal batteries Energy storage Cells

Foundation Experts, LLC Specializes in Foundation Repair and Waterproofing

ATI 2205 ATI Technical Data Sheet. Duplex Stainless Steel GENERAL PROPERTIES. (UNS S31803 and S32205)

SECTION ALUMINUM HANDRAIL AND RAILING SYSTEMS WITH DECORATIVE METAL PANEL INFILLS

Preformed Metal Roofing and Siding

Working Drawing and Assemblies. Chapter 10

SECTION STANDING SEAM METAL ROOF

Structural Integrity Analysis

Now available with full IP65 rating: Protection from dust and water jets NEW: K470 Plus covered containers

CONTRACT SPECIFICATIONS - SEISMIC ISOLATION BEARINGS

Transportation of Radioactive Material

Berea College Chemical waste/product Management Guide. October 2014

INDEX. Sec. No. Items Page Nos.

Nuclear Safety Council Instruction number IS- 23 on in-service inspection at nuclear power plants

SECTION DUCTILE IRON PIPE AND FITTINGS

POLYURETHANE LINING AND COATING ON PIPE RAW WATER

Manufacturing, Supply & Quality Plan for Tower Bolts. SL Tower Bolt Market Penetration

OPW 400 and 500 Series Multi-Port Spill Containment Manholes. Model Descriptions. Features. Listings and Certifications

Screw Thread Design. Rev

PART 1 GENERAL 1.1 SECTION INCLUDES

Compressed Gas Cylinder Storage and Handling Guide

CRITERIA FOR PRELOADED BOLTS

CHAPTER 6 - SANITARY SEWER

LEGACY REPORT ER ICC Evaluation Service, Inc. Reissued November 1, Legacy report on the 1997 Uniform Building Code

INSPECTION, MAINTENANCE AND RECHARGE SERVICE MANUAL P/N 16303

TUBE-TO-TUBESHEET JOINTS: THE MANY CHOICES ABSTRACT KEYWORDS. Seal welding, tube-to-tubesheet welds, heat exchanger, mock-up, tube expansion

Waterproofing Problems: A Simple Explanation, A Simple Solution

Field Welding Inspection Guide

The Suitability of CRA Lined Pipes for Flowlines Susceptible to Lateral Buckling SUT Global Pipeline Buckling Symposium, February 2011

Metal Roofing Practical Design

PUMP MAINTENANCE SCHEDULE AND CHECKLISTS

1. Adhered KEE membrane roofing system. 2. Mechanically fastened KEE membrane roofing system.

TEST REPORT. Report No.: A Rendered to: BAMCO INC. Middlesex, New Jersey. PRODUCT TYPE: Wall Cladding System SERIES/MODEL: Dry Concept

Transcription:

Itemized RAI Responses Question 1-1: Justify the use of a tapped bar or equivalent with a helicoil insert. This justification should specifically address any reduction in packaging performance from the packaging configuration tested. Note number 18 of drawing number 60699 (sheet 1 of 4), states: OPTION: In place of nut (item 25) a helicoil insert and tapped bar may be used. The centerline of the tapped bar or equivalent shall match the centerline of the nut. The justification should include the following information: (1) material(s) and sizes(s) of the tapped bar or equivalent components; (2) revise drawing number 60699 to show substituted tapped bar or equivalent arrangement; (3) details showing where the helicoil insert is employed, and, helicoil insert material; and (4) sufficient details to show that the thread engagement depth for any substitute or equivalent component equals or exceeds the amount obtained using a nut. Response: Drawing 60699-SAR has been revised to include full descriptions for both the tapped bar and helicoil insert. Items 31 and 32 were added to the List of Materials on sheet 1; plus a sectional view of the optional items on sheet 2; and a detail of the threaded bar (item 31) is included on sheet 4. A comparison between the nut and use of the threaded insert is provided in Section 2.3.1.1.1, Optional Threaded Insert, of the SAR justifying its use. Question 1-2: Justify the use of 11 gauge sheet rather than angle (item number 8 of drawing number 60699 (sheet 1 of 4)), see note 17 of drawing number 60699 (sheet 1 of 4). This justification should specifically address any reduction in packaging performance from the packaging configuration tested specifically if manufactured in combination with note number 18 of drawing number 60699 (sheet 1 of 4). Response: Drawing number 60699-SAR has been revised to more clearly show item 8. The quantity has been changed to 4 and the length of 5-1/2 inches has been added to the list of materials on sheet 1. Weld symbols have been added to Detail B on sheet 2 and a front view, Section H-H has been included on sheet 4 for clarification. Item 8 (2 x 3 x 3/16 angle) is 5 ½ inches in length and positioned in four places directly adjacent to the lift lugs. Due to its short length, the angle is not relied upon during the performance tests. Its function is simply to provide a positive backing for the riveted connection with the lift lugs. Section 2.3.1.1, Fabrication Options, covers the acceptable use of the optional sheet. Page 1 of 6

Question 1-3: Revise drawing number 60699 to show how angles (items numbers 9 and 10 of drawing number 60699 (sheet 1 of 4) are attached to outer sheet metal (items number 1 of drawing number 60699 (sheet 1 of 4)). Response: Drawing 60699-SAR has been revised to include the missing weld callouts. The weld symbols are now included on Detail B on sheet 2 and Detail E on sheet 3. Typically, on the exterior of the package, welds are continuous full penetration welds. On the interior, the welds are typically 2 of every 4 inch fillet skip welds. Question 1-4: Revise drawing number 60699 (sheet 1 of 4) to include the specification and grade of items 23 to 29. Response: Drawing 60699-SAR has been revised to include the missing information. Information for items 18, 21, and 22 has also been expanded in the same manner. Question 1-5: Provide a description of the containment boundary; see questions 4-1 and 4-2. Response: The containment system and the containment boundary, in accordance with Section 4.0, Containment, are described in Section 1.2.1.1, Packaging Description. Question 2-1: Provide a description of the certification process for drum assembly related to internal hydrostatic pressure testing. Section 2.6.1.3 states: As identified in Section 2.2.1, Mechanical Properties and Specifications, the drum assembly used in the TN-55 must be certified to pass an internal hydrostatic pressure test of a minimum of 29 psig (200 kpa) for a duration of five minutes. However, from the information provided in Sections 2.2.1, 2.6.1.3, and 8.1.3.2 it is not clear if the certification of the drum assembly will be based on a prototype test or a per unit acceptance test. Response: The discussion in Section 2.6.1.3, Stress Calculations, has been revised to clarify that it is the drum design that must be certified. The hydrostatic pressure test is specified as part of the UN drum qualification testing identified in Section 2.2.1, Mechanical Properties and Specifications. Clarification has also been provided to Sections 2.2.1.5, Drum, and 8.1.3.2, Pressure Testing. Question 2-2: Provide the technical justification to support the statement provided in Section 2.1.2.1.1: The steel drum (approximately 0.59 inches thick) and the galvanized sheet metal utilized in the overpack outer shell (approximately 0.052 inches thick), due to their thin section, are not susceptible to brittle fracture at cold temperatures. Also, justify why the presence of multiple load paths and redundant bolting systems preclude the need to consider brittle fracture as the failure Page 2 of 6

mode of concern. The basis cited in this section of the SAR, Section 5 of NUREG/CR-1815 which deals with sections less than four inches in thickness is not sufficient. Response: The justification regarding brittle facture for all the TN-55 components has been revised in Section 2.1.2.1.1, Brittle Fracture Assessment. Additional clarification from both NUREG/CR-1815 and Regulatory Guide 7.11 has been incorporated. Question 2-3: Provide the technical justification to support the statement provided in Section 2.6.2: None of the materials of construction (i.e. carbon comprising the 55-gallon drum, the reinforced fiberglass, the polyurethane foam, and the overpack outer sheet steel) undergo a ductile-tobrittle transition at temperatures of -40ºF or higher. Response: A reference to Section 2.1.2.1.1, Brittle Fracture Assessment, has been provided to Section 2.6.2, Cold. The technical justification is provided in Section 2.1.2.1.1 as discussed in Question 2-2 above. Question 2-4: Specify the leak test criteria referred to in Section 2.12.3.1.3 of the SAR: Using aluminum oxide in place of uranium dioxide makes meeting the leak test criteria more difficult and therefore results in a conservative successful evaluation for the TN-55 container. Since it is specifically stated in Section 8.1.4 of the SAR that: The TN-55 packaging does not contain any seals or containment boundaries that require leak testing. Response: There is no leak test criterion for either the powder or the drum. The sentence referred to in Section 2.12.3.1.3, Simulated Payload, has been revised to state: Using aluminum oxide in place of uranium dioxide makes meeting the certification testing criteria more difficult and therefore results in a conservative successful evaluation for the TN-55 package. Further discussion has also been added towards the end of the section regarding the conditions of dry and moist powder and how it applies to the conservative conclusion. Question 4-1: Provide the technical basis to support the statement in Section 4.1 of the SAR: There is no containment boundary required for the TN-55 since the contents consist of low enriched uranium oxide powder with an unlimited A 2 value for release purposes. Page 3 of 6

The staff agrees that, for unirradiated uranium only, low-enriched uranium (enriched to 20 percent or less) has an unlimited A 2 value. However, in accordance with the requirements of 10 CFR 71.43(c), each package must include a containment system securely closed by a positive fastening device that cannot be opened unintentionally. Further, a containment system is defined in 10 CFR 71.4 as the assembly of components of the packaging intended to retain the radioactive material during transport. Finally, 10 CFR 71.33 requires applications to include a description of the containment system. Response: The SAR has been revised to include the containment system. The majority of Section 4.1, Description of the Containment System, has been revised based on this change. The 55-gallon drum and gasket has been made the containment boundary. The containment system is the entire drum assembly. Question 4-2: Revise the SAR to identify the containment system, including all the components of the containment boundary. Also, revise the SAR where appropriate to change the wording from confinement to containment. The use of the term confinement systems is more appropriate in a 10 CFR Part 72 application, see 10 CFR 72.3. Response: As discussed in Question 4-1 above, the containment system has been incorporated in the SAR. A search has been performed through the SAR and the term confinement has been replaced with containment as appropriate. Question 4-3: Revise Section 4.3 of the SAR to address the containment requirements of 10 CFR 71.55. Further, provide the bases for the conclusion provided in that section: The following qualitative assessment demonstrates that the performance requirement of 10 CFR 71.51(a)(2), as they relate to the containment system, are satisfied. The TN-55 is a Type A fissile package. The requirements of 10 CFR 71.51 only apply to Type B packages and are not applicable to the TN-55 transportation package. The requirements pertaining to the performance of Type A fissile packages under hypothetical accident conditions are described in 10 CFR 71.55, which states that the package must be designed and constructed, and its contents limited, such that the package would be subcritical: if water were to leak into the containment system, if liquid contents were to leak out of the containment system, or if the package were subject to hypothetical accident conditions. Response: Section 4.3, Containment under Hypothetical Accident Conditions, has been revised to address the containment requirements of 10 CFR 71.55. The requirements in 10 CFR 71.51 are mentioned because of the reference from 10 CFR 71.55(a) which states: Page 4 of 6

When required by the total amount of radioactive material, a package used for the shipment of fissile material must also be designed and constructed in accordance with 71.51. Therefore, the statement has been revised to state that the package is Type A fissile with an unlimited A 2 value and 10 CFR 71.51 does not apply. Question 4-4: Clarify the statement in Section 4.3 of the SAR, with regards to the immersion test: Although deformed in most cases, the drum did not release contents. State how the physical tests described in Chapter 2 and 3 of the SAR demonstrate that the package will contain its contents such that the package will remain subcritical under hypothetical accident conditions. Section 2.7.5 and 2.7.6 of the SAR state that water was able to leak into the drum as a result of the immersion tests. Section 2.7.8 of the SAR states that a ¼ teaspoon of powder leaked out of the drum as a result of the testing. Based on these test results, it is unclear that the release of contents will be adequately limited. Response: Section 4.3, Containment under Hypothetical Accident Conditions, has been revised to address the requirements of 10 CFR 71.55 as mentioned in Question 4-3 above. The deformation and in-leakage of water in the drum during immersion testing has been clarified in addition to the leakage of a ¼ teaspoon of powder from one of the certification test units following the HAC drop tests. Reference has also been provided in the criticality evaluation Section 6.3, General Considerations, discussing the effect of small quantities of powder leaking from the drum. Question 7-1: Revise Section 7.1.2.2 to correct sequence issue. Step 1 states: These steps may be performed before or after the drum is placed in the overpack body as necessary. Where as Step 2 requires inspection of the drum body for damage. This inspection cannot be performed once the drum has been placed into the overpack. Response: The step sequence in Section 7.1.2.2, Drum Closure, has been revised so the drum inspection is performed before placement within the overpack. Question 7-2: Provide bases for not leak testing the containment boundary as part of the package loading operation, see related questions 4-1 and 4-2. Response: The TN-55 package and regulations point to the criticality evaluation as the limiting factor for leakage of the contents from the drum (containment boundary). The criticality evaluation has been clarified and now includes discussion that the release of small quantities of powder from each drum is insignificant. Steps identified in Section 7.1.2.2, Drum Closure, identify Page 5 of 6

the required steps to inspect the drum for damage, inspect the gasket for wear or damage, and to carefully ensure the gasket properly lays over the top edge of the drum body. The clamping action of the heavy duty clamshell closure ring as it is installed ensures the tight fit of the drum lid and gasket over the top edge of the drum body. The visual inspection of these drum closure steps ensures the containment boundary is assembled correctly, preventing the release powder. Question 8-1: Clarify the statement in Section 8.1.7 of the SAR: As such, with the exception of the tests required for specific packaging components as discussed in Section 8.1.4, Component Tests, specific acceptance tests for material thermal properties are not required or performed. Section 8.1.4 of the SAR states: The TN-55 packaging does not contain any seals or containment boundaries that require leak testing. This section is not applicable. Where as Section 8.1.5 of the SAR includes the requirements for component fabrication and testing requirements. Response: Section 8.1.7, Thermal Tests, has been revised to correctly reference Section 8.1.5, Component and Material Tests. Page 6 of 6