' DESIGN CRITERIA DOCUMENTS COVER SHEET

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' DESIGN CRITERIA DOCUMENTS'

COVER SHEET.

-. INTERIM SOLID WASTE -

, '"(,TAGING FACILITY

FOR . . .

GPU SERVICE CORPORATION.. THREE MILE ISLAND-UNIT 2

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JOB NO: 13ss7 DISCIPUNE GENERAL

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f Revised as Noted and Issued for Use A5gED 80 /dM4/- M! 3 Uoon GPUSC Aporoval ,,

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UOTO' 7/f/u Issued for Use Upon GPUSC Aporoval //.P.Th D ,Ilf d i+<e m e.

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" , "REVISIO] D}SCRIPTION

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LATEST LATEST LATEST LATEST LATEST LATEST LATEST,

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JOB NO. 13587 REV.DESIGN CRITERIA DOCUMENTS DISCIPLINE

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REVISION STATUS SHEET GENERAL 3

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.- DESIGN CRITERIA

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INTERIM SOLIO WASTE,

STAGING FACILITY.

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FOR

GDU SERVICE CORPORATION

THREE MILE ISLAND - UNIT 2.

CONTENTS

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1.0 FUNCTION 12.0 SCOPE 13.0 FACILITY DEFINITION 14.0 FUNCTIONAL REQUIREMENTS 25.0 FACILITY DESIGN REQUIREMENTS 3

TABLE

5-1 DESIGN STORAGE REQUIREMENTS 7 |1

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DESIGN CRITERIA.

FOR j,

INTERIM SOLIO WASTE STAGING FACILITY-

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1. 0 FUNCTION \

The Interim Solid Waste Staging Facility (ISWSF) ic to be used for thecollection and temporary storage of low level solid or solidified wastepackages. All waste packages in the ISWSF are assumed to be completelyprepared for shipment. ProviJions for radiation surveys of waste

3packages and the taking and analyzing of swipes from the waste packagesare provided. The Interim Solid Waste Staging Facility will besized to accommodate 6 months of waste generation from both Units 1 and2 in the quantities as shown in Table 5-1 without shipment for offsitedisposal.

2.0 SCOPE

The Interim Solid Waste Staging Facility will be a simple facilityconsistent with its passive function. There will be a slab with curbs ]3and sump's to contain any liquids collected within the facility. Anoncombustible roof will be supported on columns. Electric power will

'be supplied to the facility for sump heaters, lights, and utility outlets. 3

The facility will have one truck bay to facilitate loading waste packagesontc trucks for shipment. There will be a fence completely surrounding thefacility.

3.0 FACILITY DEFINITION -

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3.1 FUNCTION.

The Interim Solid Waste Staging Facility provides a location for thecollection of waste packages. It performs the passive functions ofprotecting waste packages from precipitation and providing a facilitywhich eases loading of waste packages on trucks. The Interim SolidWaste Staging Facility performs no' active functions,

i 3.2 MAJOR COMRONENTS LIST - SEE SECTION 2.0, SCOPE -

,3. 3 INTERFACES

There are six interfaces associated with this facility.

(1) The facility must interface with the onsite material handlingequipment which will be used to bring waste packages into thefacility. Material handling inte and within the ISWSF will bedone with forklifts. There will be at least one ramp into the;

facility.

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.(2) The ISWSF must interface with trucks and shipping casks used-

to transport waste packages offsite. There will be'one truck-. bay adjacent to the ISWSF, which will allow loading of a '

standard flatbed trailer or enclosed van by a forklift. Rampswill exist over the curbs.

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. (3) The.ISWSF will be completely surrounded by an isolation fence.On the east side, the isolation fence is elso the station fenc6.

(4) An interface with an existing electrical system will be re-quired to provide power for lights and utility outlets.

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(5) An interface will exist between the ISWSF and the existingplant to assure that fire protection and detection are ade-<

quate.

(6) An interface with the existing in plant paging system |3; 'will be provided.

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4.0 FUNCTIONAL REQUIREMENTS1

4.1 ACCESSIBILITY.

In addition to the acc ss requirements identified in Section 3.3,Interfaces, there is i. need for ready access wifhin the Interim SolidWaste Staging Facility. Access within the facility is required toassure that material handling operations proceed quickly to assureoperator exposures are ALARA. There may also be a need for temporaryshield walls'within the facility to achieve ALARA operator exposures.,

4.2 MAINTAINABILITY. -

This facility shall require no preventive maintenance for at least five '.

years. The slab and columns shall be epoxy coated to a height consistent 3with the maximum depth for water accumulation.

4.3 PERSONNEL

Personnel vill be needed in the Interim Solid Waste Staging Facility todo material handling. The minimum number of operators needed to perform

j the activities,will be assigned to assure that total exposure is ALARA. -

Only those personnel actively involved in the mate.-ial handling activi-ties should be inside the fence enclosing the ISWSF..

4.4 SAFE 1Y

Waste stored in the Interim Solid Waste Staging Facility will be in anondispersible form, since it will be a solid and contained within asealed container or fixed in place such that radionuclides cannot

3 3become airborne. Regulation 10 CFR 20.105 limits the radiation levelsin unrestricted areas. Regulation 40 CFR 190 further ifmits the yearly

; radiation dose to any member of the pubite due to all fuel cycle ac-tivities,-including direct radiation. Compliance with these regulations

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will assure that the facility will not have an unacceptable impact on.

public health and safety..

The site's Radiation Protection Plan, which implements the requiren.entsof 10 CFR 20.1(c), will assure that operator exposures associated withthe Interim Solid Waste Staging Facility are ALARA. *

Compliance withs40 CFR 190 is ensured by meeting a maximum dose rate of20 mr/ year at (1) the site boundary (river shoreline) assuming an occu-pancy factor of no more than 67 hours per year (see Regulatory Guide1.109), or (2) the nearest residence. A dose rate of 0.6 mr/hr isused at the fence separating the 15WSF from areas surrounding it.

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5.0 FACILITY DESIGN REQUIREMENTS

5.1 GENERAL. REQUIREMENTS

The input to the Interim Solid Waste Staging Facility will be packagesof solid or solidified wastes ready for shipment. The quantity andradiation levels of the wastes from both Units 1 and 2 used for facilitydesign a~re presented in Table 5-1. The values specified in Table 5-1are to be used for design purposes. Waste packages of similar materialsbut of different quantities and radiation levels may be stored in thefacility provided all the requirements specified in this design criteria

Activities occurring in the facility include the handling ofare met.

waste packages, performance of radiation surveys of the waste packages, 3

and the taking and counting of swipes of the waste, packages..

Tha Interim Solid Waste Staging Facility will allow separation of Unit 1wastes from Unit 2 wastes.

5.2 CODES, STANDARDS, AND REGULATIO'NS.

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5.2.1 Federal -

5. 2.1.1 10 CFR Part 20, " Standards for Protection Against Radiation"

5.2.1.2 40 CFR Part 190, " Uranium Fuel Cycle Standard",

5.2.1.3 United States Nuclear Regulatory Commission Regulatory Guide.

1.109 - Calculation of Annual Doses to Man from Routine Releases of -

Reactor Effluents for the Purpose of Evaluating Compliance with10 CFR Part 50, Appendix I (Rev.1, October 1977)

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5.2.2 Industry

The facility will be designed in accordance with the applicable portionsof the following industry and state codes:

5. 2. 2.1 American Institute of Steel Construction (AISC), " Specificationfor the Design, Fabrication and Erection of Structural Steel for Buildings,"November 1,1978

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5. 2. 2. 2 Americap Iron *and Steel Institute (AISI), " Specification forthe Design of Cold-Formed Steel structural Members," 1968 Edition, withcommentary dated 1970 and supplement dated 1971 .

5.2.2.3 AdericanConcreteInsf.itute(ACI),"BuildingCodeRequirementsfor Reinforced concrete, (ACI 318-77)

5.2.2.4 Building Officials and Code Adrainistrators International, "TheBOCA Basic Building Code," 1978

5. 2. 2. 5 Metal Building Manufacturers Association, " Recommended DesignPractices Manual," 1974

5.2.2.6 National Elactric Code (NEC) *.

5.2.2.7 Pennsylvania Code for Fire and Panic.

5.3 INTERLOCKS AND ADMINISTRATIVE CONTROLS

Administrative controis are required to ensure that material stored inthe ISWSF meets all the requirements specified in this design criteria.These controls should also assure that the smearable contamination oneach package's outer , surface is below the regulatory limit for shipping.There will be no interlocks in this facility.

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5.4 MATERIALS

The slab and curb of the ISWSF will be concrete finished with epoxy.The roof will be metal standing seam with factory-applied protectivecoating. Shield walls will be either poured concrete or grout-filledconcrete masonry units. All wall surfaces facing storage areas shall befinished with epoxy to a height of 8 inches. Above 8 inches the. outside 3of the walls shall be p'inted with a sealer. Structural steel columns, e

where exposed to storage areas, shall be finished with epoxy to a heightof 8 inches. Above 8 inches and all other steel columns and roof framing 3shall receive standard shop-applied primer and field-applied protectivefi nis h.- All fencing materials shall be galvanized.

5.5 LAYOUT REQUIREMENTS

5.5.1 Location-

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The location and size of the ISWSF is determined by

- number of containers based upon 6 months storage (Table 5-1)

- space available

- configuration required for separation of Unit 1 and Unit 2 waste~

- storage area requirements based upon pyramidal vertical stacking

- minimum clearance requirements to overhead power lines |

- sufficient space for forklift operationPage 4Rev. 3

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- required topography to facilitate incorporation of the truck-

bays

- shic1 ding requirements to meet ALARA and boundary dose con-siderations.

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The location of.the ISWSF also governs the radiation level of packages '

which may be stored there without shielding. This is so since its;

location will establish the distance to the fence which must surroundthe facility.

5.5.2 Shielding

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Partitions of either poured concrete or grout filled concrete masonryunits will be used to reduce the exposure to the personnel in theunshielded areas and meet the site boundary and unrestricted boundarylevels. 3

5.6 STRUCTURAL REQUIREMENTS

5.6.1 The facility shall consist of an open-sided metal buil' dingdesigned to satisfy the following requirements:

The roof live load (snow load) shall b,e 30 psf applied to thea.horizontal projection of the roof area.

b. The wind load shall be applied and proportioned as horizontaland uplift forces in accordance with Section 4 of M,etal BuildingManufacturers Association (MBMA), " Recommended Design PracticesManual" and shall be 20 psf.

c. Seismic loads shall be determined in accordance with the BOCABasic Building Code for Seismic Zone 1. ,

d. The combinations of loads and allowable stresses to be con-sidered in the design of all members of the structure shall bein accordance with Section 7 of the MBMA, " Recommended DesignPractices Manual."

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~ 5. 6. 2 The floor slab shall be designed for a live load of 1000 psf.The wheel loads for the fork lift will also be considered in the slab -

design.

5.7 ELECTRICAL REQUIREMENTS

Electrical power will be provided to supply sump heaters, lighting, and |3receptacle loads. The power will be derived from the 13.2 kV overhead<

lines on the east side of the site. A 120/208 volt service will be pro-vided from a panelboard within the facility. Outlets will be provided forportable sump. pumps. A lighting level of 10 FC will be provided. Allelectrical systems and metal structures will be grounded. The in plantpaging system will be extended to serve the facility. In the event that 3fire detect. ion is included in the facility, an alarm circuit will be

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routed up to the fire protection console in the main control room..

5.8 FIRE PROTECTION REQUIREMENTS '

A fire hazards analysis will be performed. If required, fire detectionwill be by a combination of thermal and smoke (obscuration type) de- *

tectors. If provided, the alarms will tie into the control room andwill be monitored at all times. Fire extinguishing will be by a firehosefrom fire hydrant house FS-U-19, located approximately 250 feet fro.n thefacility.

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Table 5-1 l. . - -

* OESIGN STORAGE REQUIREMENTS

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Quantity Container /Unit * -(per month) Trash Type Radiation Level |

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1 37 55 gal drun/ compacted trash up to 50 mr/hr'

1 19 55 gal drum / compacted trash 50 to 100 mr/hr

1 15 55 gal drum / compacted trash 100 to 200 mr/hr. .

1 4 55 gal drum / compacted trash 200 - 400 mr/hr 2

1 1 4'x4'x7' box / compacted trash up to 200 mr/hr

1 10 50 ft3 liners / solidified !

evaporator bottoms 200 - 500 mr/hr

2 9 55 gal drum / solidifiedradiac waste

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up to 100 mr/hr




2 9 55 gal drum / compacted trash 5 - 20 mr/hr.

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55 gal drum / compacted trash 20 - 100 mr/hr -

2 2 55 gal drum / compacted trash 100 - 500 mr/hr

2 1 55 gal drum / compacted trash 500 - 1000 mr/hr

2 1 55 gal. drum / compacted trash 1000 - 2000 mr/hr 2

2 2 4'x4'x7' LSA boxes 0 - 1 mr/hr.

2 2 4'x4'x7' LSA boxes 1 - 2 mr/hr

2 3 4'x4'x7' LSA boxes 2 - 10 mr/hr

2 3 4'x4'x7' LSA boxes 10 - 20 mr/hr

2 3 4'x4'x7' LSA boxes 20 - 100 mr/hr

2 1 4'x4'x7' LSA boxes 100 - 200 mr/hr

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DISTRIBUTION LIST FOR =,

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IMI-2 FROJECT DESIGN CRITERIA .,

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COPY NO. ITESON JIT12 COPY No. FERSON TITtZg

1 J. W. Thieeing Project Manager 25 E. D. Fuller THI-2 Liceneiss, CPU|

2 R. L. Rider Project Engineer 26 W. E. Riethle, 111 1M1-2 Env. Impact Assesseemt GPU

3 R. W. Jackson Assistant Project Engineer 27 s. Eta = Hanager Float Eng., CPU i

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4 W. H. Itouse. II * C. S. - Nuclear / Licensing 28 M. E. Feetor Her., Re,covery Frograme CPU j,

5 T. H. Fatterson G. S. - FD/Hoch. 29 TM1-2 Hester Plant File, CPU ,

6 J. 5. Whitcraft C. S. - Civil / Arch. 30 .- L. Smith Persippany DOCC Sury., CPU |, , ,

7 D. W. Doude G. 8. - CS/ Electrical 31 J. R. Thorpe Director Env. Health & Safety, CPU

8 C. J. Fanfield Electrical Group 14eder 32

9 C. H . 14 e Arch. Group 14ader 33_

I 10 E. T. Smith Lic. Croup 14ader 34 -

11 R. E. Herriman Proj. Quality Engineer 36

12 F. Feree Chief - Arch. 37

a3 J. C. Judd Chief - Nuclear 38

14 s. L. Walton Project Administrator 39

815 R. C. IAvrenta Flanning and Control 40

16 R. I. Walker Lead Site Lleison Engineer 41

17 Froject Library 42

18 F. R. Clark Exec. Vice Freefdent, CPU 43

19 N. C. Kazanae QA Hansger, CPU 44

20 J. C. DeVine, Jr. Hgr., Recovery Eng. THI-2, CPU 45'

21' J. J. Barton Director Site Operatione, CPU 46

22 R. F. Wilson Director Technical Functione, CPU 47,,

23 R. W. Heward, Jr. Har., Radiological controle, CPU 48 _ _,

24 C. K. !tovey Director, THI-2, CPU 49 |

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UFON RE21V1HG AND INCDRFORATING 11tESE QtANCES TO 1hE 2MI-2 FROJECT DESIGN Flease check contente of your essigned Manuel against the en-CRITERIA HANUAL, F12ASE SICN AND RETURN TIE ENTIRE SHEET TO THI-2 FROJECT Revision closed page revistoa otetus sheets for each Criteria. Roguest

j ADMINISTRATOR, BEOl1EL NORIllERN, CAIDIERSBURC, IACATION 2D-1 any neede/ material from the TH1-2 Froject Administrator. Your.,

Date Signature on thia receipt ettests to the currency and complete-*

nees of your manual., , , ,, ,,_

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' DESIGN CRITERIA DOCUMENTS COVER SHEET

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