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Category:DEFICIENCY REPORTS (PER 10CFR50.55E & PART 21)
MONTHYEARML20011F5971990-02-22022 February 1990 Part 21 Rept Re Solder Connections in Abb 27/59 Relays Deteriorated Due to Thermal Stress,Causing Bonding of Printed Wiring Pattern to Glass Epoxy Circuit Board.Interim Circuit Board W/Larger Pads & Higher Wattage Will Be Used ML20212N1371986-08-25025 August 1986 Part 21 Rept Re Potentially Defective Operation of Synchro-Start Products,Inc Synchronizing Speed Switches Used in Auxiliary Generating Equipment.Initally Reported on 860820.Next Rept Will Be Submitted by 860926 ML20151Y8141986-02-0404 February 1986 Part 21 Rept Re Colt-Pielstick Engine Tripping Out on High Speed When Started for Test Purposes at Seabrook.Caused by Source of Air Pressure Staying On.Engines Will Be Modified to Positively Vent Air from Rack Boost Cylinder ML20137W2611985-09-30030 September 1985 Update to Part 21 Rept Re Insp for Cracked Welds Discovered in Generator Brackets.Insp for Callaway Unit 1 Postponed Until Next Refueling Outage (Probably Apr 1986).No Cracks Discovered During Insp at Wolf Creek ML20100E0651985-03-29029 March 1985 Part 21 Rept Re Series of Cracked Welds Discovered in Generators.Welds Occurred in Conical Baffle Section of Coil Guards.All Units Will Be Inspected.Affected Plants Listed NRC-85-3024, Part 21 Rept Re Possible Undetectable Failures in ESF Actuation Sys.Initially Reported on 791107.Possibility of Undetectable Failures Remain Under Certain Circumstances Despite Change in Hardware1985-03-22022 March 1985 Part 21 Rept Re Possible Undetectable Failures in ESF Actuation Sys.Initially Reported on 791107.Possibility of Undetectable Failures Remain Under Certain Circumstances Despite Change in Hardware ML20084L1151984-05-0808 May 1984 Suppl 1 to Part 21 Rept Re United Electric Controls Fuel Oil Filter Differential Pressure Switches at Shoreham Plant. Switch Also Provided to Listed Plants.Corrective Actions Defined in 840328 Rept Will Be Applied ML20088A6231984-03-28028 March 1984 Part 21 Rept Re Abnormal Wear on Linear Converter Units Mfg & Furnished to Power Generating Facilities.Caused by Actuator Hunting.All Customers Provided Field Lubrication Procedure ML20081C5111984-03-0909 March 1984 Part 21 Rept Re Status Update Concerning Abnormal Wear on Linear Converters.Test Program Underway.Results of Investigation Indicate Excessive Wear Caused by Hunting of Control Circuitry ML20087P7951984-03-0808 March 1984 Interim Part 21 Rept Re Linear Converters Furnished by Pacific Air Products.Initially Reported on 840213.Vendor Investigation of Possible Causes of Excessive Wear Underway. Next Rept by 840730 ML20086L0921984-01-30030 January 1984 Part 21 Rept Re Linear Converter Device W/Possible Generic Defect.Initially Reported on 840116.Written Notifications Issued.Customer Responses Should Be Received by 840331.Final Rept Will Be Submitted by 840430 ML20086L0981984-01-17017 January 1984 Part 21 Rept Re Linear Converter Device W/Possible Generic Defect.Initially Reported on 840116.Preliminary Analysis Indicates Excessive Wear of Brass Shaft Guides.Next Rept Will Be Submitted within 90 Days.Supporting Info Encl ML20083F8211983-12-19019 December 1983 Interim Deficiency Rept Re Diesel Generator Component Support Welds Accepted by Unqualified Inspector.Initially Reported on 831118.Evaluation Continuing.Next Rept Will Be Filed by 840413 ML20083D9561983-12-16016 December 1983 Supplemental Final Deficiency Rept Re Potential for Erroneous Steam Generator Level Indications During High Energy Line Breaks Inside Containment.Initially Reported on 800116.Item Not Reportable Under 10CFR50.55(e) ML20082U8111983-12-0909 December 1983 Interim Deficiency Rept Re Inadequate Penetration (Effective Throat) of Flare Bevel Welds.Initially Reported on 830809. Program Being Developed to Address Quality of Past Flare Bevel Welding.Next Rept Expected by 840511 ML20082J7941983-11-18018 November 1983 Interim Deficiency Rept Re Use of Incorrect Input Values in Design Calculations.Sargent & Lundy Requested to Perform Addl Work Re Incorrect Thermal & Seismic Header Displacements Used in Subsystem 1CS06 ML20082J3401983-11-18018 November 1983 Final Deficiency Rept Re Capstan Spring Malfunction in Pacific Scientific Model PSA-1 & PSA-3 Mechanical Shock Arrestors.Initially Reported on 831021.Shock Arrestors Returned to Pacific Scientific ML20082B7361983-11-10010 November 1983 Interim Deficiency Rept Re Inadequate Implementation of QA Program for Electrical contractor,Commonwealth-Lord Joint Venture.Initially Reported on 830211.Only One Original Audit Finding Remains Open.Next Rept Expected by 840120 ML20081M2041983-11-0303 November 1983 Interim Deficiency Rept Re Lack of QA Involvement in Fabrication of HVAC Ductwork Not Serving safety-related Function.Impairment Due to Failure of nonsafety-related Equipment.Next Rept Expected by 840401 ML20081H4801983-11-0303 November 1983 Followup to Part 21 Rept Re Potential Failure of Westinghouse Type SA-1 Relays (IE Info Notice 83-63).Addl Potential Problems Discussed in Encl Ltr Re Tantalum Capacitor Leaking Electrolyte.Not Reportable Per Part 21 ML20081G4911983-10-31031 October 1983 Interim Deficiency Rept Re safety-related Ductwork Already Installed W/O Engineering Evaluation Necessary to Meet Design Criteria for Seismic Event.Initially Reported on 831003.AE Performing Evaluation.Next Rept by 840309 ML20081H2521983-10-28028 October 1983 Final Deficiency Rept Re Design Changes to Structural Steel Fabrication Drawings for Erection & Insp of Structural Steel.Initially Reported on 820622.Drawings Reviewed & Changes Made to Bring Structural Steel Into Conformance ML20081B3301983-10-20020 October 1983 Interim Deficiency Rept Re Welding Techniques Not Covered by QA Program Used in Fabrication of safety-related Switchgear. Initially Reported on 820525.QA Manual Rewritten & Procedures Revised to Include Controls on Welding ML20081B2441983-10-20020 October 1983 Interim Deficiency Rept Re Westinghouse Centrifugal Charging Pumps at Min Allowable Flow Rate When RCS Reaches Value Below Pressurizer Safety Valve Setpoint Pressure.Initially Reported on 800509.Also Reported Per Part 21 ML20085K5661983-10-13013 October 1983 Interim Deficiency Rept Re Indications That Pullman Const Industries,Inc Failed to Adequately Implement QA Program. Initially Reported on 830228.Reinsp Continuing.Next Rept Will Be Submitted by 840210 ML20080R4231983-10-0707 October 1983 Final Rept Re Cracks in Welds at Stiffeners to Box Beams. Initially Reported on 830715.Welding Method Modified.Cracked Areas Ground Out & Repaired Using Approved Procedures ML20080P1731983-09-30030 September 1983 Interim Deficiency Rept Re Potential for Spec/Design Changes to Remain Unincorporated in as-built Configuration of safety-related Equipment or Structures.Initially Reported on 811208.Procedure Changes in Progress.Next Rept by 840217 ML20078A5031983-09-16016 September 1983 Interim Deficiency Rept Re Potential Inadequacy of Southwest Steel Fabricators,Inc QA Program.Initially Reported on 830524.Review of Items Outside Sampling Program Continuing. Next Rept Will Be Submitted by 840113 ML20024F4521983-08-30030 August 1983 Final Deficiency Rept Re Missing & Deformed Wine Anchors & Cracked Welds Between Plate & Anchor in Primary Shield Wall. Initially Reported on 820818.Alternative Anchorage Sys Installed to Ensure Structural Integrity of Shield Wall ML20024F5721983-08-30030 August 1983 Final Deficiency Rept Re Deformed Wire Anchors Separated from Embedded Plate.Initially Reported on 821020.Results of Tests Indicated Cause Due to Axial Tensile Stress Applied to Welds.Item Not Reportable Per 10CFR50.55(e) ML20024F4901983-08-30030 August 1983 Interim Deficiency Rept Re Inadequate Penetration (Effective Throat) of Flare Bevel Welds.Initially Reported on 830809. Condition May Effect Numerous Cable Tray Supports.Scope & Severity Under Review ML20076F4401983-08-17017 August 1983 Interim Deficiency Rept Re Incorrect Use of Input Valves in Design Calculations.Initially Reported on 830701.Sargent & Lundy Evaluation Underway.Next Rept Will Be Submitted by 831118 ML20076D0541983-08-16016 August 1983 Final Deficiency Rept Re Possible Undetectable Failure Mode Existing in Westinghouse Solid State Protection Sys on-line Testing Circuits.Initially Reported on 820805.New Design Eliminates Problems ML20076C1841983-08-15015 August 1983 Interim Deficiency Rept Re Cracks in Welds at Stiffeners to Box Beams in Containment Bldg.Initially Reported on 830715.Cause Under Investigation.Next Rept Will Be Submitted by 831007 ML20077H6881983-08-0303 August 1983 Interim Deficiency Rept Re Inadequate Implementation of Commonwealth-Lord Joint Venture (Cljv) QA Program.Initially Reported on 830211.CLJV Disposition of Findings & Corrective Action Initiated.Next Rept by 831111 ML20024D6081983-07-29029 July 1983 Interim Deficiency Rept Re Incorrect Output Values in Design Calculations W/Potential to Decrease Allowable Stresses in Some Piping Subsystems.Sargent & Lundy Reviewing Stress Repts for Design Inconsistencies.Next Rept by 831118 ML20077G4431983-07-22022 July 1983 Interim Deficiency Rept Re Audit Findings Showing That Pullman Const Industries,Inc Inadequately Implemented QA Program.Initially Reported on 830228.Work on Corrective Actions Continuing.Next Rept by 831014 ML20077A8271983-07-14014 July 1983 Interim Deficiency Rept Re Welding Techniques Not Covered by Brown-Boveri Electric,Inc QA Program.Initially Reported on 830525.Brown-Boveri Revised Procedures to Include Controls on Welding Activities.Next Rept Expected by 831021 ML20077A9121983-07-13013 July 1983 Interim Deficiency Rept Re Six Sheared Pinion Keys in Limitorque Model SB-O Valve Motor Operators Installed by Westinghouse.Initially Reported on 820805.Item Not Reportable Per 10CFR50.55(e) ML20076L6531983-07-0606 July 1983 Interim Deficiency Rept Re Lack of QA Involvement in Fabrication of Seismic Category I HVAC Duct Work Not Serving safety-related Function.Initially Reported on 830607.Next Rept Expected by 831104 ML20024B7461983-06-30030 June 1983 Final Deficiency Rept Re Heat Sink Failures on Loop Power Supply Cards & Contact Bounce in Mercury Relay Utilized on Temp Channel Test Cards of Westinghouse 7300 Process Protection Sys.Initially Reported on 830603 ML20085A2161983-06-22022 June 1983 Interim Deficiency Rept Re Possible Southwest Steel Fabricator Nonconforming QA Program for Structural Steel Used in safety-related Areas.Initially Reported on 830524. Review Continuing.Next Rept Due by 830916 ML20072F4041983-06-16016 June 1983 Interim Deficiency Rept Re Design Changes Not Shown on Detail Drawings Used by Primary Civil Contractor (Newberg-Marble Hill).Initially Reported on 830622.Drawing Review Continuing.Next Rept by 830826 ML20024A3751983-06-0909 June 1983 Interim Deficiency Rept Re Separation of Deformed Wire Anchors from Embedded Plate in Containment.Initially Reported on 821020.Investigation Re Source of Axial Tensile Stress Applied to Welds Underway.Next Rept Due 830902 ML20071P1861983-05-31031 May 1983 Final Deficiency Rept Re Mechanically Cracked Embedded Box Beam Plate.Initially Reported on 830503.Alternative Welding Methods Investigated.Similar Embedded Plate Welds ML20076E1861983-05-18018 May 1983 Interim Deficiency Rept Re Commonwealth-Lord Joint Venture Failure to Adequately Implement QA Program.Initially Reported on 830211.Nonconformance Repts for Items Not Previously Audited Written.Next Rept by 830805 ML20071G8521983-05-16016 May 1983 Final Deficiency Rept Re Potential for Improper Operation of DS-416 Reactor Trip Switchgear Undervoltage Attachments. Initially Reported on 830421.Attachments to Be Replaced W/ Attachments Having Modified Grooves ML20074A6071983-05-0909 May 1983 Interim Deficiency Rept Re Problem Involving Embedded Plates in Primary Shield Wall W/Deformed Wire Anchors Missing or Welds Between Plate & Anchor Being Cracked.Initially Reported on 820818.Caused by Axial Tensile Stresses ML20073R6921983-04-28028 April 1983 Interim Deficiency Rept Re Operation of Centrifugal Charging Pumps During High Energy Line Rupture.Initially Reported on 800509.Westinghouse & Util Working to Refine Equipment Mod to Mutual Satisfaction.Next Rept by 831028 ML20074A0121983-04-27027 April 1983 Part 21 Rept Re Type SA-1 Class IE Relays.Silicon Controlled Rectifier (SCR) in Trip Output Circuit May Cause Random Trip Output.Westinghouse Corrective Action Includes Replacing SCR w/burn-in SCR 1990-02-22
[Table view] Category:TEXT-SAFETY REPORT
MONTHYEARML20011F5971990-02-22022 February 1990 Part 21 Rept Re Solder Connections in Abb 27/59 Relays Deteriorated Due to Thermal Stress,Causing Bonding of Printed Wiring Pattern to Glass Epoxy Circuit Board.Interim Circuit Board W/Larger Pads & Higher Wattage Will Be Used ML20212N1371986-08-25025 August 1986 Part 21 Rept Re Potentially Defective Operation of Synchro-Start Products,Inc Synchronizing Speed Switches Used in Auxiliary Generating Equipment.Initally Reported on 860820.Next Rept Will Be Submitted by 860926 ML20151Y8141986-02-0404 February 1986 Part 21 Rept Re Colt-Pielstick Engine Tripping Out on High Speed When Started for Test Purposes at Seabrook.Caused by Source of Air Pressure Staying On.Engines Will Be Modified to Positively Vent Air from Rack Boost Cylinder ML20137W2611985-09-30030 September 1985 Update to Part 21 Rept Re Insp for Cracked Welds Discovered in Generator Brackets.Insp for Callaway Unit 1 Postponed Until Next Refueling Outage (Probably Apr 1986).No Cracks Discovered During Insp at Wolf Creek ML20102C2381985-03-30030 March 1985 Site Stabilization Plan for Marble Hill Nuclear Generating Station,Units 1 & 2 ML20100E0651985-03-29029 March 1985 Part 21 Rept Re Series of Cracked Welds Discovered in Generators.Welds Occurred in Conical Baffle Section of Coil Guards.All Units Will Be Inspected.Affected Plants Listed NRC-85-3024, Part 21 Rept Re Possible Undetectable Failures in ESF Actuation Sys.Initially Reported on 791107.Possibility of Undetectable Failures Remain Under Certain Circumstances Despite Change in Hardware1985-03-22022 March 1985 Part 21 Rept Re Possible Undetectable Failures in ESF Actuation Sys.Initially Reported on 791107.Possibility of Undetectable Failures Remain Under Certain Circumstances Despite Change in Hardware ML20084L1151984-05-0808 May 1984 Suppl 1 to Part 21 Rept Re United Electric Controls Fuel Oil Filter Differential Pressure Switches at Shoreham Plant. Switch Also Provided to Listed Plants.Corrective Actions Defined in 840328 Rept Will Be Applied ML20088A6231984-03-28028 March 1984 Part 21 Rept Re Abnormal Wear on Linear Converter Units Mfg & Furnished to Power Generating Facilities.Caused by Actuator Hunting.All Customers Provided Field Lubrication Procedure ML20081C5111984-03-0909 March 1984 Part 21 Rept Re Status Update Concerning Abnormal Wear on Linear Converters.Test Program Underway.Results of Investigation Indicate Excessive Wear Caused by Hunting of Control Circuitry ML20087P7951984-03-0808 March 1984 Interim Part 21 Rept Re Linear Converters Furnished by Pacific Air Products.Initially Reported on 840213.Vendor Investigation of Possible Causes of Excessive Wear Underway. Next Rept by 840730 ML20086L0921984-01-30030 January 1984 Part 21 Rept Re Linear Converter Device W/Possible Generic Defect.Initially Reported on 840116.Written Notifications Issued.Customer Responses Should Be Received by 840331.Final Rept Will Be Submitted by 840430 ML20086L0981984-01-17017 January 1984 Part 21 Rept Re Linear Converter Device W/Possible Generic Defect.Initially Reported on 840116.Preliminary Analysis Indicates Excessive Wear of Brass Shaft Guides.Next Rept Will Be Submitted within 90 Days.Supporting Info Encl ML20093L3381983-12-31031 December 1983 Annual Rept 1983,Public Svc of Indiana ML20083F8211983-12-19019 December 1983 Interim Deficiency Rept Re Diesel Generator Component Support Welds Accepted by Unqualified Inspector.Initially Reported on 831118.Evaluation Continuing.Next Rept Will Be Filed by 840413 ML20083D9561983-12-16016 December 1983 Supplemental Final Deficiency Rept Re Potential for Erroneous Steam Generator Level Indications During High Energy Line Breaks Inside Containment.Initially Reported on 800116.Item Not Reportable Under 10CFR50.55(e) ML20082U8111983-12-0909 December 1983 Interim Deficiency Rept Re Inadequate Penetration (Effective Throat) of Flare Bevel Welds.Initially Reported on 830809. Program Being Developed to Address Quality of Past Flare Bevel Welding.Next Rept Expected by 840511 ML20082J7941983-11-18018 November 1983 Interim Deficiency Rept Re Use of Incorrect Input Values in Design Calculations.Sargent & Lundy Requested to Perform Addl Work Re Incorrect Thermal & Seismic Header Displacements Used in Subsystem 1CS06 ML20082J3401983-11-18018 November 1983 Final Deficiency Rept Re Capstan Spring Malfunction in Pacific Scientific Model PSA-1 & PSA-3 Mechanical Shock Arrestors.Initially Reported on 831021.Shock Arrestors Returned to Pacific Scientific ML20082B7361983-11-10010 November 1983 Interim Deficiency Rept Re Inadequate Implementation of QA Program for Electrical contractor,Commonwealth-Lord Joint Venture.Initially Reported on 830211.Only One Original Audit Finding Remains Open.Next Rept Expected by 840120 ML20081M2041983-11-0303 November 1983 Interim Deficiency Rept Re Lack of QA Involvement in Fabrication of HVAC Ductwork Not Serving safety-related Function.Impairment Due to Failure of nonsafety-related Equipment.Next Rept Expected by 840401 ML20081H4801983-11-0303 November 1983 Followup to Part 21 Rept Re Potential Failure of Westinghouse Type SA-1 Relays (IE Info Notice 83-63).Addl Potential Problems Discussed in Encl Ltr Re Tantalum Capacitor Leaking Electrolyte.Not Reportable Per Part 21 ML20081G4911983-10-31031 October 1983 Interim Deficiency Rept Re safety-related Ductwork Already Installed W/O Engineering Evaluation Necessary to Meet Design Criteria for Seismic Event.Initially Reported on 831003.AE Performing Evaluation.Next Rept by 840309 ML20081H2521983-10-28028 October 1983 Final Deficiency Rept Re Design Changes to Structural Steel Fabrication Drawings for Erection & Insp of Structural Steel.Initially Reported on 820622.Drawings Reviewed & Changes Made to Bring Structural Steel Into Conformance ML20081B3301983-10-20020 October 1983 Interim Deficiency Rept Re Welding Techniques Not Covered by QA Program Used in Fabrication of safety-related Switchgear. Initially Reported on 820525.QA Manual Rewritten & Procedures Revised to Include Controls on Welding ML20081B2441983-10-20020 October 1983 Interim Deficiency Rept Re Westinghouse Centrifugal Charging Pumps at Min Allowable Flow Rate When RCS Reaches Value Below Pressurizer Safety Valve Setpoint Pressure.Initially Reported on 800509.Also Reported Per Part 21 ML20085K5661983-10-13013 October 1983 Interim Deficiency Rept Re Indications That Pullman Const Industries,Inc Failed to Adequately Implement QA Program. Initially Reported on 830228.Reinsp Continuing.Next Rept Will Be Submitted by 840210 ML20080R4231983-10-0707 October 1983 Final Rept Re Cracks in Welds at Stiffeners to Box Beams. Initially Reported on 830715.Welding Method Modified.Cracked Areas Ground Out & Repaired Using Approved Procedures ML20085L3731983-09-30030 September 1983 Independent Const Review of Marble Hill Units 1 & 2, Vol 3, Potential Finding Repts & Corrective Action Plans ML20085L3651983-09-30030 September 1983 Independent Const Review of Marble Hill Units 1 & 2, Vol 2, Program Results ML20085L3601983-09-30030 September 1983 Independent Const Review of Marble Hill Units 1 & 2, Vol 1, Executive Summary ML20080P1731983-09-30030 September 1983 Interim Deficiency Rept Re Potential for Spec/Design Changes to Remain Unincorporated in as-built Configuration of safety-related Equipment or Structures.Initially Reported on 811208.Procedure Changes in Progress.Next Rept by 840217 ML20078A5031983-09-16016 September 1983 Interim Deficiency Rept Re Potential Inadequacy of Southwest Steel Fabricators,Inc QA Program.Initially Reported on 830524.Review of Items Outside Sampling Program Continuing. Next Rept Will Be Submitted by 840113 ML20024F4521983-08-30030 August 1983 Final Deficiency Rept Re Missing & Deformed Wine Anchors & Cracked Welds Between Plate & Anchor in Primary Shield Wall. Initially Reported on 820818.Alternative Anchorage Sys Installed to Ensure Structural Integrity of Shield Wall ML20024F4901983-08-30030 August 1983 Interim Deficiency Rept Re Inadequate Penetration (Effective Throat) of Flare Bevel Welds.Initially Reported on 830809. Condition May Effect Numerous Cable Tray Supports.Scope & Severity Under Review ML20024F5721983-08-30030 August 1983 Final Deficiency Rept Re Deformed Wire Anchors Separated from Embedded Plate.Initially Reported on 821020.Results of Tests Indicated Cause Due to Axial Tensile Stress Applied to Welds.Item Not Reportable Per 10CFR50.55(e) ML20076F4401983-08-17017 August 1983 Interim Deficiency Rept Re Incorrect Use of Input Valves in Design Calculations.Initially Reported on 830701.Sargent & Lundy Evaluation Underway.Next Rept Will Be Submitted by 831118 ML20076D0541983-08-16016 August 1983 Final Deficiency Rept Re Possible Undetectable Failure Mode Existing in Westinghouse Solid State Protection Sys on-line Testing Circuits.Initially Reported on 820805.New Design Eliminates Problems ML20076C1841983-08-15015 August 1983 Interim Deficiency Rept Re Cracks in Welds at Stiffeners to Box Beams in Containment Bldg.Initially Reported on 830715.Cause Under Investigation.Next Rept Will Be Submitted by 831007 ML20077H6881983-08-0303 August 1983 Interim Deficiency Rept Re Inadequate Implementation of Commonwealth-Lord Joint Venture (Cljv) QA Program.Initially Reported on 830211.CLJV Disposition of Findings & Corrective Action Initiated.Next Rept by 831111 ML20024D6081983-07-29029 July 1983 Interim Deficiency Rept Re Incorrect Output Values in Design Calculations W/Potential to Decrease Allowable Stresses in Some Piping Subsystems.Sargent & Lundy Reviewing Stress Repts for Design Inconsistencies.Next Rept by 831118 ML20080B4951983-07-29029 July 1983 Nonproprietary Version of Independent Evaluation of Proposed Mods to Westinghouse D4,D5 & E Steam Generators ML20077G4431983-07-22022 July 1983 Interim Deficiency Rept Re Audit Findings Showing That Pullman Const Industries,Inc Inadequately Implemented QA Program.Initially Reported on 830228.Work on Corrective Actions Continuing.Next Rept by 831014 ML20077A8271983-07-14014 July 1983 Interim Deficiency Rept Re Welding Techniques Not Covered by Brown-Boveri Electric,Inc QA Program.Initially Reported on 830525.Brown-Boveri Revised Procedures to Include Controls on Welding Activities.Next Rept Expected by 831021 ML20077K9251983-07-14014 July 1983 Annual Financial Rept 1982 ML20077A9121983-07-13013 July 1983 Interim Deficiency Rept Re Six Sheared Pinion Keys in Limitorque Model SB-O Valve Motor Operators Installed by Westinghouse.Initially Reported on 820805.Item Not Reportable Per 10CFR50.55(e) ML20076L6531983-07-0606 July 1983 Interim Deficiency Rept Re Lack of QA Involvement in Fabrication of Seismic Category I HVAC Duct Work Not Serving safety-related Function.Initially Reported on 830607.Next Rept Expected by 831104 ML20024B7461983-06-30030 June 1983 Final Deficiency Rept Re Heat Sink Failures on Loop Power Supply Cards & Contact Bounce in Mercury Relay Utilized on Temp Channel Test Cards of Westinghouse 7300 Process Protection Sys.Initially Reported on 830603 ML20085A2161983-06-22022 June 1983 Interim Deficiency Rept Re Possible Southwest Steel Fabricator Nonconforming QA Program for Structural Steel Used in safety-related Areas.Initially Reported on 830524. Review Continuing.Next Rept Due by 830916 ML20072F4041983-06-16016 June 1983 Interim Deficiency Rept Re Design Changes Not Shown on Detail Drawings Used by Primary Civil Contractor (Newberg-Marble Hill).Initially Reported on 830622.Drawing Review Continuing.Next Rept by 830826 1990-02-22
[Table view] |
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g 2 Senior Vice President .
'n Nuclear Division November 25, 1980 Mr. James G. Keppler, Director Docket Nos.: STN 50-546 U. S. Nuclear Regulatory Commission STN 50-547 Region III Construction Permit Nos.:
799 Roosevelt Road CPPR - 170 Glen Ellyn, Illinois 60137 CPPR - 171 Marble Hill Nuclear Generating Station - Units 1 and 2
Dear Mr. Keppler:
On August 6,1979, Mr. J. U. Bott of Public Service Company of Indiana, Inc. (PSI) notified your office of a potentially reportable item as required by 10 CFR 50.55(e). The major electrical contractor, Commonwealth-Lord J.V. installed temporary lighting in the Auxiliary Building by utilizing approximately 220 "Hilti" type shot-on studs. These studs were installed in embedded safety-related, grade A36, steel plates without an approved procedure or an evaluation as to the potential effects on the embedded plates. In most cases, these shot-on studs were placed on an edge or in a corner of an affected plate so as not -
to interfere with any permanent fixtures to be welded to the plate.
The studs were shot into the embedment plates by a .22 caliber or .45 caliber shell which drives the approximately 1/8" diameter stud shaft into the plate. When a stud is near an edge or a corner of a plate the affected embedment plate may not perform acceptably under design _
basis loading if an attachment is welded close to the stud.
To prevent recurrence of this problem Commonwealth-Lord was instructed not to place shot-on studs ir embedment plates in the future without prior written authorization from PSI and to perform any future installation in accordance with approved procedures. PSI has restricted the use of affected embedments in accordance with the recommendations of the architect-engineer, Sargent & Lundy. On-site contractors have been informed of the location of these studs and instructed on how to proceed when welding attachments to plates in which they have been installed.
The method for working in the vicinity of these studs is described in Attachment 1. The location of studs is provided in Attachment 2. Q 3
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P.O. 801Box 1?o 4
0 4Aashington, Indiana 47162 . 293.4441
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PUBUC SERVICE INCXANA Letter: James G. Keppler November 25, 1980 Contractor . implementation of these instructions will be monitored by Quality Assurance personnel.
This letter is intended to fulfill the requirements of a final report as defined in 10 CFR 50.55(e) . If you have any~ questions on this matter,'please. feel free to contact me.
Sincerely, S. W. Shields TDG/cq Attachments cc: Director of Inspection and Enforcement
]
U. S. Nuclear Regulatory Commission j Washington, D. C. 20555 J. J. Harrison E. R. Schweibinz, P.E.
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ATTACHMENT'1 Method 'for Using Embedment Plates in the Vicinity of "Hilti" Studs.
- 1. Where the stud to edge of plate distance is 1 inch or more and does not interfere with the installation of other attachments to the plate, the stud is to remain in place. The embedment plate area around the stud can be used for attachment.
- 2. Where the stud to edge of plate distance is less than 1 inch and does not interfere with the installation of other equipment, a liquid penetrant examination of the plate will be performed.
This examination will encompass the area within 1 inch of the shot-on stud. All linear indications will be reported to the responsible PSI engineer who will determine whether to repair
'this area or reject it from further use. -Repairs will be made by grinding'and welding. The repaired area-will once again be subjected to liquid penetrant examination. Linear indications greater.than 1/16-inch will res. ult in rejection and this area will be' legibly marked to restrict its use.
NOTE: Attachments may be made at a distance greater than 2 inches from a stud without performing an examination or repair.
- 3. Studs which interfere with the installation of other attachments-to the plate will be_ removed to approximately flush with the base plate. The stud will be exca*:ated to a maximum depth of 1/3 the thickness of the plate. The excavation area and at least 1-inch of the adjacent base material shall be subject to a liquid penetrant examination. Linear indications greater than 1/16-inch shall be rejected and the area restricted from use.
7,m 4
9
ATTACHMENT 2 Paga 1 of 5 STUD NO. MARK NO. LOCATION i
2 SM27 4'-9 3/4" N of 15 Line/8'-9" E of S Line 3 5M22 9'-9 1/2" N of 15 Line/ll'-6" E of S Line 4 SM22 18'-11" N of 15 Line/15'-3 1/2" E of S 4
Line 5 SM22 4'-6 1/8" N of 17 Line/14'-8" E of S Line 6 SM22 4'-6 1/8" N of 17 Line/2'-l 3/4" W of Q Line 7 63F6 4'-3" S of 16 Line/10'-1" E of S Line ,
8 SM23 ~ 8 '-6" N of 15 Line/2 '-5 1/2" E of S Line 9 5M22 4'-1 1/2" N of 13 Line/5'-l 1/2" W of M Line **
10 SM22 6'-9" E of Q Line/2'-6 1/2" N of*18 Line 11 SM22 6'-9 3/4" E of Q Line/4 '-5" N of 19 Line 12 -
SM22 7'-2 1/4" E of Q Line/O'-3 3/4" N of 20 Line 13 SM16 7'-0" E of Q Line/2'-10" S of 21 Line 14 5M20 2'-9" E of Q/ Center Line 21 15 SM22 6'-9" E of Q Line/2'-ll" N of 21 Line 16 SM16 2'-2" W of P Line/2'-10 1/4" N of 18 Line 17 SM14 10'-3 3/4" E of P Line/N face of 18 Line Wall
+ 18 SM56 6'-5" W of M Line/15'-6" N of 18 Line 19 SM22 6'-2 1/4" W of M Line/8'-6" N of 19 Line 20 SM22 14'-2 1/4" W of M Line/2'-3 3/4" N of 20 Line 21 SM22 9'-6" W of M Line/2'-7" S of 23 Line 22 63F6 3'-11" N of 19 Line/9'-9" E of Q Line 23 5M22 8'-3 3/4" S of 21 Line/3'-8" E of Q Line 24 1P2 6'-7" S of 15 Line/6'-6".W of Q Line 25 5M22 11'-l 1/2" E of Q Line/2'-9 3/4" N of 10 Line 4 26 5M22 12'-l 1/2" E of Q Line/7'-1/2" S of 11 Line 27 SM22 12'-2 3/4" E of Q Line/10'-5 1/2" N of 11 Line 28 5M22 12'-7 3/8" E of Q Line/15'-3/4" N of 11 Line 29 SM22 12'-8" E of Q'Line/2'-5 1/2" S of 12 Line 7 30 -
SM22 12'-11" E of Q Line/7'-l 7/8" N of 12 Line 31 SM22 12'-9" E of Q Line/2'-2 1/4" S of 13'Line 32 SM22 13'-4" E of Q Line/4'-2 1/4" N of 13 Line 33 SM22 13'-8" E of Q Line/l'-9 1/2" S of 15 Line 34 5M22 13'-7 1/4" E of Q Line/2 1/4" N of 16 Line, 35 5M22 13'-7 3/4" E of Q Line/2" S of 16 Line 36 SM22 13'-1" E of Q Line/11'-5 1/2" N of 15 Line
+
37 SM22 13'-5," E of Q Line/2 1/2" N of 16 Line 38 SM22 13'-8_1/2" E of Q Line/2 1/2" N of 16 Line 39 38Pl' 8'-1" E of Q Line/5'-1/8" N of 17 Line 40 SM38 8'-11" E'of Q Line/l'-9 3/4" S of 18 Line 41- SM16 22'-9" E of Q Line/7'-5 7/8" N of 15 Line 42 SM24 23'-6" E of Q Line/8'-2" N of 10 Line 43 5M22 11'-9" W of N Line/8'-4" N of 10 Line 44 SM22 10'-3" W of N Line/14'-2 1/4" N of 10 Line 45 5M22 9'-9" W of N Line/2" N of 10 Line l
! . ATTACIMENT 2 Page 2 of 5 STUD uO. :wuc NO. LOCATION 46 SM25 47 5M22 8 '-2" W of N Line/10 '-3/4" N of 11 Line 48 SM22 B' W of N Line/7 '-3 5/8" 5 of 12 Line 49 SM22 8'-4" W of N Line/2'-9 3/4" N of 12 Line 50 SM22 75-9" W of N Line/6'-10 1/2" S of 13 Line 51 SM22 2'-2" N of 13 Line/8'-9 1/2" E of P Line 52 SM22 11'-5" N of 13 Line/8'-9 1/2" E of P Line 53 SM22 2'-11" N of 15 Line/8'-10" E of,P Line
- 54 5M22 4' N of 15 Line/9' E of P Line 7'-3" S ef 1G Line/8'-9 1/2" E of P Line 55 SM22 4 '-9" S of 16 Line/2 1/2" W of N Line - -
56 SM23 57 SM28 7' S of 16 Line/l'-11" W of M Line 9'-9" S of 16 Line/1'-9 1/2" E of M Line 58 SM32 9'-9" S of 15 Line/8'-2 1/2" E of M Line 59 SM4 .
60 SM38 12' S of 16 Line/4'-7 1/2" W of L Line 61 SM38 12'-7" E of Q Line/2" N of 15 Line 3'-5" E of Q Line/2 1/2" N of 15 Line 62 SM22 12'-1/2" E of Q Line/10'-5 1/2" N of 11 Line 63 SM56 5'-7 Line 3/4" N of 18 Line/9'-l 1/2" E of Q 64 5M25 s 8'-6 1/2" N of 18 Line/2'-9 1/2" E of Q Line 65 5M56 13'-7 1/4" N of 18 Line/9'-l 1/2" E of Q Line 66 SM56 15'-5 1/2" N of 18 Line/9'-l 1/2" E of Q Line 67 5M29 68 SM22 78-11" N of 19 Line/9'-l 1/2" E of Q Line 69 5M20 14'-0" W of P Line/2'-3 l'/2" N of 20 Line 70 SM20 2 1/2" S of 22 Line/12'-9 1/2" W of P Line 71 5M22 9" N of 22 Line/12'-9 1/2" W of P Line
, 72 SM22 11'-5" W of P Line/13'-11 1/2" N of 23 Line 73 SM22 l'-6" N of 24 Line/14'-2 1/4" W of P Line 74 5M21 16'-9" S of 25'Line/14'-2 1/2" W of P Line 75 SM22 5'-3".S of 25 Line/14'-2 1/2" W of P Line 76 5M22 22'-6" S of 26 Line/ll'-1/2" E of Q Line 77 5M11 11'-9" S of 26 Line/ll'.-3/4" E of Q Line 7 78 SM22 l'-6" S of 26 Line/ll'-3/4" E of Q Line 79 SM25 7'-6"'S of 26 Line/6'-11 1/4" W of N Line 80 SM29 22'-0" S'of 26 Line/7'-0" W of N Line 81 SM29 7'-11 1/2" E of P Line/13'-3/4" S of 25 Line 82 38P2 88-3" E of P Line/3'-11 1/4" N of 24 Line 83 5M12 5'-9" S of 24 Line/6'-9" E of P Line 84 SM22 7'-9" E of P Line/2'-10 1/2" N of 23 Line 85 SM22 10'-6" E of P Line/2'-8-3/4" S of 22 Line 86 SM28 8'-9" E of P Line/65-9 3/4" N of 20 Line 2'-2" 87 SM18 W of P Line/2'-5 1/4" N of 20 Line 88 SM22 3'-8" W of M Line/6'-9 1/2" N of 20 Line 89 1P2 ' 13'-6" N of 20 Line/6'-5 1/4" E of M Line 8'-9 1/4" E of M Line/l'-2 1/4" S of 22 Line-l 90 SM22
! 91 SM22 15'-10" W of L Line/4'-ll 1/2" S of 24 Line
! 92 SM22 16'-0" W'of L Line/5'-5 1/2" N of 24 Line 93 SM22 15'-2" W of L Line/16'-2 1/2" N of 24 Line 94 5M22 13'-9" W of L Line/2'-3 1/2" S of 25 Line 4'-6" N of 25 Line/15'-2" W of L Line
ATTACHMENT 2 Page 3 of 5 STUD NO. MARK NO. LOCATION 95 SM22 10'-3" S of 26 Line/4'-7" E of M Line 96 3M22 9'-8" S cf 26 Line/5'-2 1/4" W of M Line 97 SM54 98 3'-0" W of Q Line/10'-9 1/2" N of 15 Line 99 SM56 Sil27 8'-3 1/2" W of V Line/3'-6" S of 19 Line 100 5M23 2'-11 1/2" E of V Line/6'-10" S of 18 Line 101 SM29 7'-11 1/2" W of U Line/12'-6" N of 18 Line 102 7 '-11 1/2" W of U Line/7'-0" S of 18 Lira 103 SM42 SM56 l'-ll 1/2" E of U Line/128-3" N of 18 Line 104 5M50 6'-3 1/2" E of U Line/7'-10" S of 18 Line 6'-8" E of U Line/12'-3" N of 18 Line 105 106 5M56 SM56 11'-5" E'of U Line/ll'-6" N of 18 Line' ~~
107 5M25 6'-3 1/2" W of S Line/7'-11" S of 18 Line 108 SM56 l'-11 1/2" W of S Line/12'-3" N of 18 Line 109 SM56 6'-3 1/2" E of S Line/11'-10" N of 18 Line -
110 SM56 6'-3 1/2" E of S Line/7'-10" S of 18 Line 6'-7" W of Q Line/8'-1" S of 18 Line 111 SM56 112 SM10 6'-11 1/2" W of Q Line/10'-0" N of 18 Line 113 SM42 4'-3" E of U Line/5'-8 1/2" N of 19 Line 114 SM10 19'-10" E of W Line/4'-8 1/2" S of 15 Line l'-8" E of V Line/9'-5 1/2" E of 15 Line 115 SM22 6 '-2" W of U Line/9 '-1" S of 15 Line e '116 SM40 117 5M22 l'-10" W of S.7 Line/8 '-8" S of 15 Line 118 SM20 5'-4" W of S Line/10'-8" S of 15 Line 119 5M22 18'-5" W of Q Line/10'-3 3/4"'S of 15 Line 12d SM22 13'-9" W of Q Line/10'-8 1/2" S of 15 Line 121 14'-0" W of Q Line/5'-2" S of 13 Line 122 SM22 SM23 3'-3",W of S Line/5'-2 1/4" S of 13 Line 123 SM23 l'-9" E of S.7 Line/5'-2".S of 13 Line 124 5M22 13'-0" W of S Line/5'-1/2" N of 12 Line 125 5M22 3'-9" W of S Line/5'-1/2" N of 12 Line 126 SM19 11'-3" W of Q Line/O'-2 5/8" S of 12 Line 127 5M28 4'-0" E of S Line/O'-2 1/4" S of 12 Line 128 .5M24 14'-8" W of Q Line/5'-3 1/2" S of 12 Line 129 SM22 13'-3" W of Q Line/10'-11 1/2" S of 12 Line 130 SM22 12'-3" W of Q Line/16'-3 1/2" S of 12 Line 131 SM40 9'-5" W of Q Line/5'-1".N cf 11 Line 7'.-9" W of Q Line/5'-10" S of 11 Line 132 SM6 133 SM54 ll'-3"'S of 15 Line/7'-9" E of Y Line 18 '-9" S of 15 Idne/4 '-6" W of X Line 134 SM10 135 SM19 5'-Q" W of W Line/14'-6 1/4" S of 15 Line 136 SM22 17'-9" N of 21 Line/2'-1/2" W of X Line 137 SM22 11'-9" 3'-0" W of Q Line/17'-ll" N of 15 Line 138 SM22 N of 18 Line/7'-8 1/2" E of Q Line 139 5M22 2'-1/2" S of 19 Line/10'-0" E of Q Line 140 SM22 l'-3" N of 20 Line/9'-10 1/2" E of Q Line 141 38P1 2'-1/2" S of 21 Line/2'-0" E of Q Line l
l 0'-8" N of 21 Line, Elev. 370'/4'-1/2" E i
142 SM28 Face of Columns 21 and Q 143 SM28 - 10'-6" N of 21 Line/9'-4" E of Q Line 144 SM22 2'-6" S of 23 Line/9'-5 1/2" E of Q Line 145 SM3 13'-0" 9'-0" E of Q Line/2'-1/2" S of 23 Line 146 5M28 S of 24 Idne/12'-3/4" E of'Q Line l
l 147 5M22 9' S of 24 Line/18'-4 1/2" E of Q Line 3 '-0" r W of P Line/2 8-8 1/4" N of 24 Line l
i ATTACHMENT 2 Paga 4 of 5 i l
l l
STUD NO. MARK NO. LOCATION 148 '5M6 0 '-6 W of P Line/9 '-5 1/2' % of 24 Line 149 1P2 13'-5 1/2" S of 25 Line/6'-3" E Of P Line 150 SM16 13'-9 3/4" S of 25 Line/O'-12" E of P Line i
151 SM16 4'-2 1/2" S of 25 Line/l'-6" E of P Line 152 SM22 10'-11 3/4" S of 26 Line/5'-0" W of N Line 153 SM22 3'-2 1/4" S of 26 Line/5'-6" W of P Line 154 5M23 10'-11" S of 26 Line/2'-0" W of M Line ,
155 38P1 6'-11 1/2" N of 24 Line/9'-3" W of M Line 19G SM22 2'-1/2" S of 23 Line/10'-0" W of M Line 157 8P1 0'-10" N of 23 Line/2'-8 3/4" W of N Line
- 158 SM22 2'10" S of 22 Line/11'-6" E of P Line' 159 5M14 0'-l 3/4" S of 22 Line/5'-3" W of M Line
~ 160 5M22 2'-1" S of 20 Line/9'-9" E of M Line 161 SM22 4'-3 1/2" S of 19 Line/_0'-9" E of M Line '
162 SM22 0'-5" E of Q Line/5'-5 1/2" S of 11 Line 163 SM22 18'-0" W of P Line/5'-5 1/2" S of 11 Line 164 SM22 12'-9" W of P Line/5'-5 1/2" S of 11 Line 165 SM22 9'-6" W of P Line/10'-1/2" S of 11 Line 166 SM22 '12'-5" W of P Line/5'-5 1/2" S of 11 Line 167 38P1 3'-6" N of 12 Line/ll'-10 1/4" W of P Line 168 SM22 4'-Q" S of 13 Line/13'-1/2" W of P Line 4 169 38P1 10'-6" W of P Line/l'-6" S of 16 Line 170 SM22 6'-0" N of 17 Line/13'-8 1/2" W of P Line 171 SM22 10'-3" E of P Line/O'-2 1/4" S of 16 Line 172 SM22 11'-0" E of P Line/6'-6 1/2" S of 16 Line 173 ,38P1 2'-3 3/4" S of 15 Line/6'-0" W of N Line 174 SM22 10'-0" E of P Line/2'-2.3/4" S of 13 Line 175 SMll 2'-6" W of N Line/2'-3" S of 13 Line 176 5M22 7'-9" W of N Line/28-5 3/4" S of 13 Line 177 SM29 2*-6" W of N Line/7'-ll 1/2" N of 12 Line 178 SM29 7'-9" N of 12 Line/7'-9" W'of N Line 179 1P2 3" W of N Line N Face of Columns 12 and N, Elev. 373'-7" -
180 5M22 7'-9" W of N Line/2'-5" S of 12 Line 181 1P2 9" W of N Line S Face of Columns 12 and N, Elev. 373'-5 1/2" . .,,.
182 SM14 13'-9 1/2" N of 11 Line/2'-0" W of N Line /
183 5M14 7'-8 1/2" N of 11 Line/5'-0" W'of N Line 184 1P2 2" W of N Line S Face of Columns 11 and N, Elev. 373'-5 1/2" 185 5M22 8'-0" W of N Line/2'-3" S of 11 Line 186 5M22 8'-0" W of N Line/68-2 1/2" N of 10 Line 187 SM22 2'-8" W of M Line/2'-1/4" N of 15 Line 188 5M22 3'-3" E of M Line/2'-2 1/4" S of 16 Line 189 38P1 13'-9" W of L Line/O'-10 1/2" N of 16 Line 190 SM22 13'-0" W of L Line/7'-1/2" S of 18 Line 191 SM22 5'-2 1/2" E of Q Line/3'-3" S of 13 Line 192 SM22 10'-2 1/2" E of Q Line/3'-3" S of 13 Line 193 SM22 15'-2 1/2" E of Q Line/3'-3" S of 13 Line 194 5M22 ' 5'-1/2" W of P' Line/3'-3" S of 13 Line 195 38P1 11'-1/2" N of 10 Line/Elev. 390'-11 1/4" 196 38P1 2'-5 1/8"'S'of'll Line/Elev. 390'~~10" 197 38P1 11'-8 3/8" S of 12 Line/Elev. 391'-3" 198 1P1 8'-3 1/4" W of L Line/l'-2" N of 12 Line
Paga 5 of 5 !
. ATTACHMENT 2 sTtlD NO. MARK NO. LOCATICN 199 5M12
- 200 5M29 2'-10" E of M Line/O'-1" N of 13 Line 201 5M22 10'-3" N of 21 Line/2'-3" E of W Line 9'-3" 202 SM42 8'-0" N of 21 Line/10'-5 1/2" E of W Line 203 5M42 N of 21 Line/7'-2" W of V Line i '
204 SM22 7'-1/2" N of 21 Line/5'-6" W of V Line 205 1P2 9'-6" N of 21 Line/4'-8" E of V Line 206 SM22 8'-8 1/4" N of 21 Line/9'-1/4" W of U Line 207 SM22 13 '-0" 9'-3" N of 21 Line/O '-3" W of U Line 208 SM22 N of 23 Line/2'-1" W of S.7 Line 209 5M22 10'-6 1/2" N of 21 Line/5'-9" W of S Line ,/
210 SM22 5'-5 3/4" N of 23 Line/8'-9" W of S Line 1 211 SM22 10'-0" 5'-3" N of 23 Line/9'-6" W of S Line
!' 212 SM22 S of 24 Lina /10'-0" W of S Line 213 SM22 10'-7 1/2" N of 21 Line/4'-0" E of S Line -
10'-6" N of 21 Line/8'-3" E of S Line 214 SM22 215 5M22 0'-1/2" S of 23 Line/9'-9" E of S Line 216 SM22 11'-3" S of 24 Line/9'-9" E of S Line 217 SM23 0'-1/4" N of 24 Line/9'-10" E of S Line 218 SM22 6'-9 1/2" N of 24 Line/101-0" E of S Line 219 SM22 l'-1/4" N of 25 Line/9'-9" W of Q Line 4
220 SM26 7'-2" W of M Line/20'-9 1/2" N of 8 Line 221 1P2 l'-1" W of M Line/20'-9 1/2" N of 8 Line 0'-4 1/2" E of N Line/14'-10 3/4" N of 8 Line 222 SM26 l'-l 1/2" Line W of M Line/6'-6 3/4" N of 8 223 . 1P2 5'-11 8 Line1/4" E of M Line/14'-10'3/4" N of 224 SM21 .
225 SM22 7'-11"
'-7" W W of L Line/3'-10" N of 8 Line 3
Line of Ii;.s Line/1'-9 7/8" S of 8 226 SM21 227 5M21 3'-3" W of L Line/3'-10" N of 8 Line 228 SM21' 3'-5" W of L Line/12'-2" N of S Line 3 229 SM21 3'-5" W of L Line/20'-2 1/2" N of 8 Line i
230 SM21 3'-5" W of L Line/27'-2 1/2" N of 8 Line 231 1P2 7'-11" W of L.Line/27'-2 1/2" N of 8 Line Line 1/2" W of P Line/5'-l 1/2" N of 24 16'-l i <*
232 127P1 233 1P2 3'-5" W of P Line/10'-9" S of 25 Line 8'.-4 1/2" S of 25 Line/6'-5 1/2" E of P Line 234 125M15 235 125M15 8'-8 1/4" S of 5 Line/63'-3/4" W of W Line 23G 125M15 8'-8 1/4" S of 5 Line/43'-5 3/4" W of W Line i- 237 125M15 8'-8" S of 5 Line/15'-1 3/4" W of W Line
, 238 125N15 8'-5 8 '-3 1/2" S of 5 Line/1'-2" W of W Line
- 239 125M15 1/2" S of 5 Line/12'-ll" E of W Line 240 125M15 8'-7
.8'-4" 3/4" S of 5 Line/40'-1/4" E of W Line 241 125M15 S of 5 Line/37'-6 3/4" W of-Q Line
, 8'-8 1/4" S of 5 Line/23'-7 1/4" W of Q Line 242 243 SM22 Stud shot on' concrete slab 244- IP2 0'-2 1/2" E of P Line/3'-3">S of'13 Line Wall 5'-1/4" S of 12 Line/Elev. 394'-3 1/2"
- ---a -. -- ---w- ,,- < , e- + - , , ---e- - - - --- -- e ,-,.+e- ,