ML073240581

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Conceptual Design for a Low Level Radwaste Pad at Plant
ML073240581
Person / Time
Site: Vogtle  Southern Nuclear icon.png
Issue date: 04/30/2007
From: Aufdenkampe J
Southern Nuclear Operating Co
To: Swanson S
Office of Nuclear Reactor Regulation, Southern Nuclear Operating Co
References
C061437101, NL-07-2097, PS-07-0747
Download: ML073240581 (32)
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{{#Wiki_filter:Intracompany Correspondence DATE: April 30, 2007 SOUTHERNA COMPANY File: C061437101 Log: PS-07-0747 RE: Vogtle Electric Generating Plant-Units 1&2 Conceptual Design for a Low Level Radwaste Pad at Plant Vogtle FROM: J. G. Aufdenkampe TO: S. C. Swanson Request for Engineering Review (RER) C061437101 requested that Vogtle Plant Support (VPS): 1. Look at considerations for constructing a Concrete Class BIC Radwaste Pad in 2008. 2. Assign a project manager (PM) for oversight of actions to facilitate completion of the Radwaste Pad. 3. Determine the design location of the Concrete Radwaste Pad. Additional comments suggested that the location and design of the Radwaste Pad should consider not only for the current Vogtle Units 1 &2 but may need to consider a common location and design to accommodate future Vogtle units as well. Item 1: A. Vogtle Plant Support evaluated different approaches to constructing the Concrete Class BIC Radwaste Pad. The recommended solution can be seen on the sketches in. This approach will allow enough storage space (1,200 cu. ft. per year) for units 1 &2 and allow for expansion if additional units are constructed. The cost of the storage facility is estimated at . The cost of six storage containers and the six High Integrity Containers (Hies) necessary per year is estimated at***** The total estimated cost to setup an operating facility for the first year will be

        • (Ref. Attachment 4).

B. Vogtle Plant Support evaluated three (3) types of storage containers (Ref. Page 3 of ). The DNSI 14-200-H SEC produced by Dufrane Nuclear Shielding, Inc. is recommended by VPS. Site personnel currently use this container and are familiar with its characteristics. Item 2: This item was not performed at this time. Once the project is funded a Project Manager will be assigned. Item 3: Several locations were reviewed for the Low Level Radwaste Pad at Plant Vogtle. Location number four (4) is recommended by VPS due to accessibility, expansion, security and proximity to the existing units 1 & 2 as well as the potential new units 3 & 4 (Ref. Attachment 3). There are three (3) alternate locations shown in Attachment 3 if further review is required due to conflicts. S:IWorkgroupslSNC Southem Nuclear\\CorporatelTechSupplEnglProductslRER REA\\Vogue Project\\C0614371011PS-07-Q747.doc Transmittal Format.doc. Rev, 0, 0610112004

S. C. Swanson April 30, 2007 PAGE 2 File: C061437101 Log: PS-07-0747 Note: During the design phase a 50.59 evaluation will be required for the Low Level Radwaste Pad for Plant Vogtle. This response has been discussed with Doug Tamplin, Brian Enter and JUdy Grant and is a final response to RER C0614371 01. This response contains information that has not been verified in accordance with ANSI N45.2.11. Use of this information in a design change process requires verification per ANSI N45.2.11 and applicable site procedures. If you have any questions, please contact Eric Higgins at extension 8-992-5455. edh/als Attachments: - Background, Discussion and Conclusion & Recommendations. - Sketches for the Concrete Radwaste Pad. - Picture of Recommended Location. - Cost Estimate (preliminary) - Storage Containers (Sketches/Pictures) - E-mail from D. Hostetter and F. Scoggins (B & C waste volumes) - Miscellaneous Information cc: Southern Nuclear Operating Company B. L. Benoskie Brian Enter David Gambrell judy Grant D. Paul Hayes Tom McCallum R. L. Ponder N. J. Stringfellow Doug Tamplin RTYPE: AA4.074 PS-07-0747

Background:

Page 1 of 4 Per CR 2006107368, the current contract for shipping low level radwaste to the Barnwell Facility in South Carolina will expire on 06/30/2008. The Barnwell Facility is scheduled to close to outside states on that date. Also the CR stated that 2000 cu ft of waste is generated in a six month period at Plant Vogtle for units 1 & 2. Actual waste generated after reduction is much less than the amount stated in the CR and the design will be based on 1200 cu ft of waste for a twelve month period (Ref. Attachment 6). RER C061437101 requested that Vogtle Plant Support: 1. Look at considerations for constructing a Concrete Class BlC Radwaste Pad in 2008. 2. Assign a project manager (PM) for oversight of actions to facilitate completion of the Radwaste Pad. 3. Determine the design location of the Concrete Radwaste Pad. Additional comments suggested that the location and design of the Radwaste Pad should consider not only for the current Vogtle Units 1 & 2 but may need to consider a common location and design to accommodate future Vogtle units as well.

References:

1. RER C061437101 2. CR 2006107368 3. Letter FP 95-0066 Dated February 14, 1995 4. Letter FP 92-0732 Dated June 9, 1992 5. EPRI Technical Report TR1002764 6. USNRC Letter GL 81-38 Dated November 10, 1981 Discussion: The following gives a description of the conceptual design for an on site interim low level radwaste storage facility at Plant Vogtle. The design concept is a storage pad and individual containers for each High Integrity Container. Handling of the containers will be by mobile crane. Shielding Design Basis: Array shielding shall limit the dose to the site boundary to less than 1 millirem per year to ensure that the 40 CFR 190 dose limit to the general public is not exceeded. The dose rate at the facility fence shall be limited to 0.25 millirem per hour to ensure that the 10 CFR 20 dose limit of 100 millirem per year to any individual member of the public is not exceeded. The dose rate adjacent to filled storage modules shall be less than 15 millirem per hour to facilitate performance of required inspections without excessive radiation exposure. PS-07-0747 Page 2 of 4 Slab Design: The concrete slab was considered for two conditions, one arrangement with stacked modules and one without stacked storage modules. When modules are stacked it limits the ability to remove some modules if the need arises. The chosen method for the slab design was for un-stacked modules. This method will allow complete access to any module at any given time. The slab design will be acceptable for the load due to the storage modules and the crane loads. The slab width is sized such that there is adequate room for the storage modules and any additional shielding that could be required during operation. The slab also lends itself to the addition of a metal building for future use if required. 5,000 psi concrete with 60,000 psi reinforcing steel will be required in the concrete slab. Subgrade strength will be considered average for the design. In placing the slab, area should be level and well compacted and the soil allowable bearing checked if not already known in the area of the facility. A sand subbase was used to achieve a leveling course and provide a cushion to equalize surface irregularities for uniform support. The subbase will also act to keep moisture away from the slab with a vapor barrier provided. The subbase should be given final fine grading and compaction to maximum density immediately before placing concrete. Note: The simplicity of the slab will allow for expansion in the future. Fencing: A fence will be required around the storage facility to provide radiation dose protection to non-involved personnel and limit access to the facility. The fence should be the standard 8'-0" high security fence used in other areas of the plant. A double wide gate should be located to facilitate truck and crane entrance into the facility. Location of the gate will be based on orientation of the facility and location of the roads. A manway gate will also be provided to allow entrance for inspections and surveys that will be conducted. Gates should be locked when the facility is not used. Based on the shielding requirements the fence should be located 30'-0" from the edge of the slab. Lighting: Lighting will be provided for the facility to allow work activities to be conducted at night. The llluminating Engineering Society of North America recommends a 20 foot candle light level in outside active storage facilities. Two 1000 watt high pressure sodium light fixtures at each end of the facility and spaced as required down the length of the fence will provide the necessary light. Since work activities will not occur on frequent intervals, a switch could be placed at the entrance gate to control the majority of the lights. The remaining lights would be on a photo cell to provide some illumination for security at all times to the facility. Electrical: Electrical puwer win be required at the facility to operate power equipment for monitoring and surveying the facility. 120 volt power should be routed to two panels PS-07-0747 Page 3 of 4 within the facility (Ref. Attachment 2). Outlets can then be provided as required by the plant to run their equipment. The design will be based on the plants available power source, type of equipment and distance to the facility from the main power block. These details will be derived during specific plant design. Storage Containers: Storage containers were designed in 1992 to provide the necessary shielding and be light enough to use existing on site cranes for handling in addition to monitoring capabilities. Most of the commercially available containers (at that time) did not provide the necessary shielding for the storage array and were too heavy to handle with an available 40 ton mobile crane (at that time). SCS worked with Sherman Industries, Inc. to see what could be developed locally for storage containers (Ref. Page 1 of Attachment 5). The container is designed to allow handling by mobile crane and is thick enough to provide the shielding required without any additional shield walls. Another container previously looked at was produced by Capitol Concrete Products of Atlanta (Ref. Pages 2, 3, 4 and 5 of Attachment 5). The container is designed to work with all HIC sizes and is sectionalized to allow handling by a mobile crane. The thickness of the container is slightly less than the calculated thickness required to provide shielding without any shield walls around the storage pad. Another container DNSI 14-200-H SEC produced by Dufrane Nuclear Shielding, Inc. (Ref. Page 6 of Attachment 5) is already being used by Vogtle site personnel (per Frank Scoggins). Mr. Scoggins said they use an on site 90 ton TREX crane to move the containers and place them as required for use. The HIC's currently being used at Vogtle site fit well inside the shielding containers produced by Dufrane Nuclear Shielding, Inc. Site personnel already have the lifting ring and associated lifting equipment required to handle the shielding container and HIC's they are currently using. Based on the containers reviewed, VPS recommends that the DNSI 14-200-H SEC produced by Dufrane Nuclear Shielding, Inc. be used at plant Vogtle. Shield Walls: If additional shield walls are required around the perimeter of the slab, they should be easily installed and be capable of being moved. A. One type that provides these characteristics is produced by Dufrane Associates, Inc. (Ref. Attachment 7, page 1). They are like a large concrete blocks that are filled with gravel or sand. Placement can be made on grade or on the slab and no mechanical means of attachment is required. Installation is quick and simple and the arrangement can be changed as requirements dictate. However heavy equipment may be required to handle the blocks. B. Another type that will require more research is interlocking; portable water filled King Tut Blocks (Ref. Attachment 7, page 2 thru 6). This type can be placed by two men and filled with water without equipment. The water filled barrier rail can also be dewatered and removed as needed for access. The Blocks are 42"H x PS-07-0747 Page 4 of 4 n"L x 24"W with an empty weight of 170 lbs and 2200 lbs filled with water. Verification would be required on its shielding ability as well as stacking them. One problem could be freezing weather conditions which could result in less than desirable consequences. Both products will work but VPS will have to perform an evaluation on the King Tut Blocks (KTB) shielding, cost, stacking ability and environmental considerations. At this time VPS recommends the concrete block product produced by Dufrane Associates, Inc. Location: Four locations were considered for the Low Level Radwaste Pad at plant Vogtle (Ref. ) and the results are as follows: A. Location number one (1) is accessible for both existing units 1 & 2 and will be accessible for any new units at VogUe. The proximity of this location is good for the existing units as well as any additional units in the future. This location is inside the controlled fence and can be expanded. B. Location number two (2) is accessible for both existing units 1 & 2 and will be accessible for any new units at Vogtle. The proximity of this location is fair for the existing units as well as any additional units in the future. This location is near the cooling towers on the south side. C. Location number three (3) is accessible for both existing units 1 & 2 and will be accessible for any new units at Vogtle. The proximity of this location is fair to poor for the existing units as well as any additional units in the future. This location is near the cooling towers on the east side. D. Location number four (4) is accessible for both existing units 1 & 2 and will be accessible for any new units at Vogtle. The proximity of this location is fair for the existing units as well as any additional units in the future. This location is near the cooling towers on the west side. Base on the review of the four locations VPS recommends location number four (4) as the preferred site for the Low Level Radwaste Pad at plant VogUe.

Auachment 2 P'\\-07-0747 Pagl' 1 of-+

  • _~~*~.~~~i._w~~~

~' I 00000 5:-. 000000 o 0 0 0 0 0 ~---}~)~ ~oooo / ' ~~lain? 0 nne. Slab ( II)"' -I"h":

  1. ..j.(d' T& A hOlh way...

I h lIihl,-- Tnil-~ ( ;~.1 tc PLAN V1E\\V PS-Q7-0747 Page 20f4 87' I

  1. 4 RB@ 12"c-c I

~ ~ T&B Both ways Finish r--:::;--r----------------.t-!r~Gr. 0" Sub Grade Vapor Barrier l~' Sand romp. Elevation Interim Radwaste Storage Concrete Slab/Reinf. Notes for sheets 1 & 2 of attachment: 1. Gates should be locked and located for best access at plant Vogtle. 2. Fire hydrant should be within 200' of facility. 3. Lighting should provide 20' candles light level if work is to occur at night. 40' pole with 2-1000 watt high pressure sodium light fixtures at each end and spaced down the sides as required by length of concrete pad. PS-07-0747 Page 3 of 4 FILLED SHIELD WALLS CONTAINERS I I I ~ 8'-0" HIGH SECURITY FENCE ni i l---l 2-CONCRETE SLAB---c> ELEVATION iNTERIM RADWASTE STORAGE NOTES:

1. GRAVEL FILLED SHIELO WAlLS MAY BE REQUIRED IF NECESSARY SHIELDING CANNOT BE PRO'v1DED BY CONTAINERS.

PS-07-0747 Bill of Material Page 4 of4 Item Number Description Quantity Units 1 Electrical Boxes (supply 2 Each power to tools and instruments) 2 Light Fixtures ( 1000 watt 2 Each high pressure sodium light fixtures) 3 Double Truck Gate 1 Each 4 ManwayGate 1 Each 5 8' Hi~h Security Fence 570 Feet 6 DNSI 14-200-H SEC 6 Each per Year Containers; Dufrane Nuclear Shieldin1l;, Inc. 6a High Integrity Container 6 Each per Year 7 5,000 psi Concrete 200 Cu. Yds. 8

  1. 4 Rebar (60,000 psi)

Lbs 9 Rock ( compacted pug mix) 1050 Tons 10 Sand (compacted) 60 Cu. Yds. 11 Vapor Barrier (heavy plastic) 720 Sq. Yds. 12 Site GradinglDrainage 1 L.S.

Attachmcnt .~ PS-07-0747 l'agt' I of I PS-07-0747 Page 1 of 4 Southern Nuclear Ooeratiruz ColtUJany sounaNA EAS Cost Estimate Summary I ~ I ...".~ Work Planning Confidential: Internal SNC use only i WUIEstimator'I Date of Estimate: April 13. 2007 Project

Description:

Low Level Radwaste Pad Project Number: RER C061437101 Project Lead: Eric O.Higgins Scope: Conceptual and will need to be reviewed Plant: Vogtle Unit: Common Revision: 0 Outage - Yes or No: Non-Outage Estimator Walkdown* Yes or No: No Estimate Qualifications and Assumptions: THIS COST ESTIMATE IS CONFIDENTIAL AND IS FOR SNC INTERNAL USE ONLY. For all Electrical and I&C questions pertaining to this estimate please contact: Mark Cumnock Phone# 205*992-7447 Or E-mail atmcumnock@southemco.com For all Meqhanical'questlons pertaining to this estimate please contact: Mac Sumrall Phone# 205-992-6545 Or E-mail atlsumrall@southemco.com For all Civil questions pertaining to this estimate please contact: Fred Evans Phone# 205-992-7639 Or E-mail atfaevans@southemco.com Bulk Material prices are subject to change due 10 marl<et volatility. Typographical errors are subject 10 correction. 1 of 2 PS-07-0747 Page 2 of 4 Southern :\\'uclear Operating COIDnan" SOUTH_A EAS Cost Estimate Summary ~ F--un_~....-,--V Work Planning Confidential: Internal S:'IIC u.~e only WinEstimafo( The Precast Containers are escalated from a previous price furnished by the plant site. This estimate reflects no RADCON labor or Plant Personnel support hours. No Operational personnel support hours are reflected in this estimate. No Security Operartional support is reflected in this estimate. No Field Engineering Hours are reflected in this estimate. No Field Task! Project Management hours are reflected in this estimate. No disposal or burial costs are reflected in this estimate. 2cf2 PS-07-0747 ~ '--~-- DATE OF ESTIMATE: April 13. 2007 PROJECT DESCRIPTION: Low Level Radwaste Pad PROJECT NO.: RER C061437101 SCOPE: Conceptual PLANT: Vogtle Page 3 of 4 Iw£1

l" ~ ~ o....., ~ rJ}:::: O~ -...J::r 8~ ~::s -...J..... ~ ~ WiI\\Estimlllol" Fila Name: RER COO1437101.esl Pagel: 1 DATE Of ESTIMATE: April 13.2007 PROJECT DESCAIPTlON: Low l.eval fla""'asle Pad PfolOJECT NO.: RER C061437101 SCOPE: Concoplu!II PI ANi: Vogle Amo~nt-~-;tegorY-'-'------~----=--.. ---. ---'".B.?_~*~~"***JOb-Cost Phase'--] 'T~*:~~!~fH~~j- =-~F.~------~ -l ~'--'-'-'-F----=t-....--....---.. --~ pJl§ign Engr ..Q.~h~L_____ ~--_~ _ __.J

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j M~TERJAl E_~..9..ALA,.191'J (M)__..........._ L.. ----- .J:*AE3...gB..E~g~~TIOli..~_..... ._...J...__.. .~ S..UB CONT. IN*PRQ9.~.~§IN_C3.(QL __ _~__ .. ---j flE.=:b[)_~~9_R..~UPPORT (O&M) {bJ-.----i-- --.-- _ ------.- "'I T~~K~AN~GERI PRQJJ\\,!NGIJL}. --l-..~--- --._.- --1 .,.IQQL~ANl:?_1()9_~.B!=PAIRJIJJML~_-J .~..,.. DESIGN ENGR. CONTINGENCY (D) I -fuJ~..lO.~?I.. _ .....=~=-.. -~'--==~-"'-- l.~~-==~_ -- ~_.... _- ***-.....---....*1 Q..9NTJ!'JGENCY _.._..-1 _1 Total E§i!i..'!I!1tfL .. 1 1 ~:~ na"sion: 0 ~ =.....--._...._.--.- ,---,-~,,~.._-- _~ .~_.~-,-_.._--_._" [.==~-=~~.. ~~:-~~~,. \\-_._------_._- r-"--- ~.'- ,._~_.., I f'''''- t=~-.~...-__.. l...._, PS-07-0747 Page 1 of6 SECTION 8-8 r- -rL ~ ~r 9'-0" lO 1\\'-10" ,/ / '\\ ~ / \\ + ill \\ \\ PLAN I O'l rSAMPLING TUBE If r>- iD 7'-0" ii I f--.. .J. SECTION A-A BASE UNIT PlAN 8'-10" i.e J co ~ ~ f..n-f.r\\. ~ INVERTED UNIT NOTES:

1. All CONCRETE SHALL BE 5,000 PSI STD. WEIGHT CONCRETE.
2. INSIDE SLEEVE OF 8" THICKNESS CAN BE USED IN BASE UNiT FOR HIGHER ACTIVITY RESIN.

BASE UNiT AND ,..-----~----- INVERTED UNIT ASSEMBLED 1 SCS DESIGNED CONTAINER PS-07-0747 6'-10" 0.0. Page 2 of6 ELEVATION ~.- I (0 PLAN 1:0+ [VEt{[ P ~--------------~.. 5'-6" I I I 1 LD. I I I I I I t I I I I io I I 1 I I I I I I I I I ELEVATION ATH (lYP.) 0.0. l-.L~_P_LA_N_--. II INNER SLEEVE COVER SLAB INNER SLEEVE \\------_::._-----., I I I I I I I I I I II I I I I I I I I I I I I I I I ASSEMBLED INNER SLEEVE AND COVER SLAB CAPITOL CONCRETE CONTA~NER SHEET 1 OF 4 PS-07-0747 2'-[f' 7'-0" 1.0. 2'-0" 11 '_0" 0.0. PLAN 6" ELEVATION SHIELD CASK BASE SECTION Page 3 of6 2'-Cf' 7'-Oa 1.0.' 2'-{j 11'-Oa 0.0. PLAN GAS SAMPLE TUBE 6" 4" ELEVATION SHIELD CASK RISER SECTIOt'J [ CAPITOL CONCRETE I I CONTAINER SHEET 2 OF 4 PS-07-0747 11'-0" 0.0. PLAN r---------------------~ 8'-'" 1/2" 1'-1 ELEVATION SHIELD CASK TOP SECTION Page 4 of6 CAPITOL CONCRETE CONTAINER SHEET 3 OF 4 PS-07-0747 c-------:_\\ Page 5 of 6 I I 1 1 EXPLODED VIEW 2 CD ASSEMBLED INNER SLEEVE AND COVER

SHIELD CASK BASE SECTION SHIELD CASK RISER SECTION o SHIELD CASK TOP SECTlON I CAPITOL CONCRETE Ii I CONTAINER i SHEET 4 OF 4 PS-07-0747 Page 6 of6 The Technolol;V Cenler "'" Six Allr....d Dri,*. Terryville, CT 1'1671\\6 Phone: (8M) 589-ZO\\l~ ..to Tax (860) 589-~545 Visit U. On The Web! www.dufroU1c.com.... Fmail: .uppor~lj;dufrane.com nt.TR.A* Nt 'CLEAR SlJlElDIP-:G D~~IG~: M(JDIJL"R/R.f.IJS"'R:F.i{"(\\~"T FFFECl1VF. JAI-'-UARY 2005 SECURE ENVIRONMENTAL CONTAINERS (SECSTM) 117" diameter by 113" high 66" diameter by 76" high 25.5" of steel reinforced concrete 5" 120 cubic foot liner or Eight (8) 55 ga1.!on drurnS 61,SOOlbs. 24,1001bs. 8S,600lb*. DNSI8*120*H SECTM Functional Description (shown above, rir,htl External Dimen~ion~ Intemal Dimensions Wall Thickness Lead Equivalent Shielding Capacity Empty Weight-Bose I'.mp'Y Weight-Lid Total Emp::; Weight Empty Weight-Base Empty Weight*Lid Total EmptY WeiRht DNSI-14-200-H SEC"M Functional Description EXternal Di.mension!::; IJ4" d~ameter by lIS"' hj.~h Intemal Dimensions 78" diameter by 80" hig."l Wall Thickness 23" of steel reinforced concrete Lead Equ Ivalen' Shielcing 4.5" Capacity 200 cubic {oot Iin"r or Fourteen (14) 55 gallon drums 60.oo0Ibs. 27,4001bs. 87,400Ibs. S~Cl1.rf:' En1/irl\\nment~~lConr.ai:l""rs iSr~CsT"fl aT/-' D~.1:~3.:l~'5 hni:rl:ng blnr"-{ ;ltlpr0:1....:1 to tnt' tCr:lpor;-;:-'Y Ol1-s.it~ r,tor:1ge of low-ll:"vc: rsdlo:1ctiv,.. t;\\':1~t~ jLLR\\\\l Duf:-."'Inr.'g SEC::;I.*,1 lllt~ available in u vnnPry of capncities. wall thiclme~s'and configurations. This assortrn~ntcan satiafy standard and special requirements. Law initial investment provides maximum fle.'<ibility to match your curren1 on-site storage needs. Each SECT>' is equipped with a removable lid u'hich fully exposes the internal storage volume. Moterials of construction are steel reinforced cancrete with intelrra1 lift anchors &.1 the lid And body. All uni,,. are prepared and finished with a primer and It two coat epoxy paint system for ease of decontamination. Lid and body interfaces are stewed to prevent the infiItrntion of weather condition.. Standard two piece unit. ml\\Y be lifted with the payload and lid in place. Modular as.emblies are also available for sit"s with low lift L~{h;. [n.ay be ("u~;tUlrtLrC'd L) })JhhV Pfi;;C:t"s3in~ ~h(: ';!IIlIdeicc. SEl~P"_ Dufrane wil! liJOrk clasery u.~:th you., you.r sHe MARA Coordinoto,,; and ym.:r, tiEi'!" i-, ;'::'!!F lClJ'. rt, ~'c":'"' ri..-

I~e best u':!~ignf(Jr t~w.*h applic<.Jtkm.. At the h'rrte you crn.tlcipate the need }i-Jr-';,; -S.:*~C~",

.".'I:~J:",:=-- jr'.~:.:l.~ a di.c;nl.r;w:;irm with 'J$;, You've GotaProblem.JVe've GotaSolution! PS-07-0747 Higgins, Eric D. From: Scoggins, FranII S. Sent: Saturday, April 01. 20013:33 PM To: Hi9girJs, Eric D.

Subject:

VoglIe DataJds Attachments: Vog6a Data.xls Page 1 of 4 Page I of I

Eric, As you can see from the data supplied by the vendor, we get a significant '¥olume reduction by sending resins to Studsvik. We are planning to ship filteIll also so as to get efficiency of packing, since we can't get a vollime reduction technique the NRC will agree on.

So. if you figure 1.5 HICs per year for Resin. about I HIC per year for Filters and resin combined (if we're able to do that). and 1-2 storage modules for High Rad Droms that fall outside of Waste Class A limits, we an: looking at populating a pad with about.5 Process Shields per year. The type of Process Shield that Dennis Reagin at Plll.llt Hatch has outside the DAWSF would be ideal because each section weighs about 30,000 Ibs. Sioce we have NO idea how long Barnwell wiU close (I month, 6 months. 2 years, forever), and bow long it will be before someplace like the Texas Project opens up 00 years minimum), it wOllld appear thai we need to plan for 10 years storage. with the ability to expand as the Plant gets older and the source term gets higher. If you have any questions, please call me. Frank 41912007

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33.G [ 1;:'; ~e F;vr'iS-OO-003 SOO-192 0206*26 F1<tdlok-SCO a,ud IP.l ~2S--+- :,:"3 I V"otl" nVRS*06-006 500-191 0400-20 RadLok-500 Bead 4.5 1Ol'0; f;~1 V("llio fWHS-06-014 5X'189 0806-03 Rao1_o~-500 Be_~ 1 :J __~Cl75 J-irui -1 VDQIJe l!VRS-OO-017 ~JO-188 0908-19 Ra:Jlok-500 Bead 128 10EO 9f:.£;' Vontli'! HVHS-OO-030 11153-1 1206-21 Ra,jLok-5CO Bead 1.:1 10S0 7Ui"1 If.,l; VOQtle i:iVHi:;-07-0Jl 11153->1 01-07-12 Ra,Jlc,!<.5CO B",a<l 8*;.0_ 5C'~

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FtVns-07-002 1115:'-3 0207-01 Radl.ok.:;SOO B&,~diCha' 180.0 9\\'1.0 35'.0 I vcO C1 0... .......o 01 \\c, ~r-- c-ry- 'c) ("'_ "'0 C ..l::r-- g C;:' =:U') <0... PS-07-0747 Page 3 of 4 PS-07-0747 Higgins, Eiko. Page 4 of 4 From: Sent: To: Co: SUbject: HosteltN, DWight A. Wednesday, April 11. 2007 7:32 AM Higgins, Eric D. Grant, Judy D. VogUe 8 & C waste volumes The amount and type of 8, C, & >C waste generated by Vogtle per year can fluctuate based on the number of outages and operational conditions during the year. In general, the total site will generate from one to two liners of resin waste and one to two liners of filler waste a year. So If all conditions remained constant, we would expect 4 liners a year for the whole site as a maximum, blIt if something unexpected came up, the sile could potentially generate one or two more liners. To stay on the conservative side, I think we should estimate 3 liners per reactor plant which is 6 liners for the site per year. As long as the waste pad can be extended in the future, five years of slorage capacity should be sufficient for the time being and give us time to see how the numbers play out. I suspect that if Barnwell closes its doors to US next July 1, 200B, we might be storing class B & C waste for a lot longer than 5 years. Dwight PS-07-0747 Page 10f7 Tht3 Tf'c!molnglj.'- Cpotf>r -G'o '-'ix A!lrL'ad DilVf' ..{:'; T("fT\\"v!..Ec, C r 067.~f,. Phone: (860) 589*2098 -l\\ "ax (860) 589-3":'5 Visit Us On The Web! www.dufranc.com.... Email: suppor!4ildufrane.com 'Dl:FRANE Nl:Cl-E,\\R SIIIElDING DES1G~: MODULARiREUSABLFICOST FrFI'CT1Vr ---::------~- DoUBLEWAL I~'I:~I~ Jf lJl~h*:111: ::. .:r.(\\.;.~~ hL..'~'"lLlr =,~:.d,J -1,\\",.11 L<1:~(e:-'_:.. u...:.... ~; n-) - I '("1 H....*X;lII.. (). j'-,1(1pr rr._'<~ I" til, "l'hl,:'",. t"!10dJ If'S ~rf' l'.c::..c::.t~'ti.~l~y l..1r;~r, hl~<'V~' duty, CCT1Crf'tl" h'lllJing bloc;;',::.:. l'\\:hich may be t-~Kk ~iJl'd with sand. gr..~.\\'~! or earth to incre~S(:its sh:ekhng,*nIue. Ideal npplicnlions indude Security Barrie~, storaGe <lIens ior bege equipm<:nl such ~s Stearn Gener.tors during chanb't" out. The most common use is perimeler shielding for temporary on-site Storage Facilities. e.pecially when u.<ed in conjunction with our Secure Environmental Container,; (SECs"*). Features:

  • Hollow p~astCQnCI1'le blocks lhat a~ assembled rapidly. on <ite, with v~ry IitH~ m.>npower.
  • Interlocking modules in assorted dimension.. with maximum versatility for a wide array of shielding confi/;urations.
  • Stable under high wind loads.
  • Hollow blocks may be backfilled layer by layer as the wall is constructed.
  • Minimal site preparation.
  • Blocks may be disassembled and reu.eel for other types of shielding n~s.
  • AestheticaUy pleasing.
  • End "",ul1 of a fil1d 4'x4'xS' block wall is a shield equivalent to 36" of concrete or a lead equivalent of 7 U

Configurations:

  • E.lCh block is configured wilh 2 pnnels linked by perpendiculM beams.
  • Module Dimensions (most commonly used): 4' high x 4' wide x R' Inny,.
  • Weig.J,t of unfilled blocks: appro,," 7,200 lb. each.
  • Walls may be fabrirnted Wling various thicknesses (4 to 20 feet in incremenk of 2) snd heights of up \\0 24 fe..t.

Dun-ane will work cI0gely with you, your site ALARA Coordinator and yom engineering group to assure the best design for each application. We will custom design any conAgurntion on..-ite using Douhlp.wal 1M modltl~ to suit yom speci!ic needs. At the time you anticipate the need for DoublewalT". please initiate n discus-sion with us, PS-07-0747 (.-GA-RDE~-ST~-=r~~, I till Highway Products, Inc., ~ ~ ~ ¥ ~~_ ~v' ~~. 1740 E. Oak Road, Vineland, NJ 08361 800-338-5685 856-692-7572 Fax #856-692*7344

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FaxDate:~_ From: JOE MAC To: Company:~!A..f.:Ly eCf\\ Powy: Name; eC~c... Fax Number: ;LOS::- '1'1; - 6:""~ ...lt::~:....-__ Number Of Pages Including Cover Sheet:~ _ Comments: Here is the quote you requested If you have any questions, please call me at 856-692-7572, Thank you. ~/~"'/ P Page 2 of 7 PS-07-0747 Page 3 of7 ~-;.,. Quote By: JOE MAC Date: 41512007 E-MaII:JOEMAC~_t"'" SHIPPING INFORMA TION QuotlJ II: 040507*2 F.O.B: SOUTHERN POWER To: "4O;~,;O"'"Jl~"'.,,,,.'" ,-,, 1*aoo-ua*'.&5 VIMlAi:! NJ".',: '.,"6'692~7Hl ,",' Ole)(,'! "a" 11'&-692-7]44 r."._ QU(}TE s Shipping Dilt8: 2 TO 4 WKS Ship Via: BEST WAY SALESPERSON JOE MAC Customer P.O. VERBAL

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-l:S:.- ~ S ATTN: ERIC FAX 21]5-982*7149 PH: \\192.5455 TlUlnk You for requesting a quotlJl PS-07-0747 Page 4of7 B41eS/2667 15:14 B~65927344 5SHP OfTtbe Wall Produet5 Airport, Road and Military Barricades PAGE e3 Page I of) ,.,-e ", T'l" bcJoj,.:-ui,'-'*: r;p,~,-,r cnvironrr.Cl1t and..Ife ~ pedeS/rid"" t() n"Qat/al AceommOdates S

  • Can be POSitlone u..,d In conjunct' placed under bar continuous wall.

Ugr.ts and...flee Installed on the I carrieade. At al'l'o~ or ort ~ehicular*attack barricades are tl become formldal AIi,1/1t!Ne colors ;,,::u.:.!t WhIle, 01/"" r;l17J:J. a1. MB42x72 KING Tu' ThIS military/high sean ~olume design maKes II and !<f!CUrfty "ppllc~tl"r men! easily deployed It barriers, requiring only ~m, JERSEY-STYLE BARRICADES King Tutt?l.ock.s u*connr:!c!(;rs (thp bliJCk Object i?t rf'1<, (DOC of the barricdde iJDOve) iJrl! p,lac~d underneath sections dur!ng Instal/atIM. One(' med with Witter. the ""all Ih,,!._ formed c.>nnot be disassembled without emptyw} water out ofe"ch barricade. .f2rtH ",n"l x24"W 130 Ibs. emplY, 2:100 tlls. full Ava'lable In.~~- w,),; Or Ma"Y "uty.312" waol Heavy (My mOdel 170 I~** empty, 2240 t:;,Ij., tu;J S,,~,..heel.~'Jf $C1~¢,l)eet.~cc O+.lM6 Aw..rd for M8 42"45 I.I:B. Roar;ls & Brlr;lqes Mi'JgBZine ~resenleo Cff,l'e Wall Products with the Silver Meca, in the Sarely c~legory In the 1st A'lnual Road. & B"dg". Cor,l"r.tcr,* Choice Awards for their Ma 42x45 Longitudinal Channelizmg 8arrlcade 09..29),)6 Houston Officials Plan Faster Hurricane j;""cuatlon. FI~,~,c W8ler-Rlled sarrierS Call be "'lovell QUickly to Double Traffic Lanes

[Attachment 7 PS**07-0747 Page J of J IiffI!!r;U"'t!ly protl!cts,,1'1, (f('i,!rtciaf, mn;e~rY or 1J1;, (Julio/nils. Avai/~Dle colors Inc:llJdl whirl!, OiJve drab, and ble.!w mto 4'1): i'anJsl:rJ ",tc. ~~~ Can be naniJlc<J by just :1 p"opJ", ""hen empry. .~-- Av/tiJ"bIC CO/CIT!' inCJIJ!1" Clrange, yellow, white, olive drdb, dnd desert tan. Mu('.n faster ",lft-cf f,.),=t:iJc' .Instafl. Mbkl!f an Irrtrx>I;!f'" r.,.~ WI')Cn:'v<;>r ne--:;*i<<d. ,....,.",,,t....***_.1"*.__.., PS-07-07-17 '.:\\~ ~.lt t':' 31"H x UO'"L x :t4'W x.25" Wall 135 lb** emllly, 2800 Ibs. full Available In.~5* wall or hell'!'; duty.37S" wali l-ie","Y duty "Mdtl 175 Itn,. "mpty. 2840 Ib~. full $l1e~ Mll;\\lLpi11 SI1"'~ $,tl.dol" At' miJit~ry ba~l"S or ottt('rpctenriiff ve"!c.J!&'~"ttl:JcktdrjJ~ts~ i4ry<<,,a,1'!VV bamcadC5 aql IJ'tltSY to mstwJf and '::-ecome formidll-:/c- ~1e-tef(-cnt:.; Page 6 of 7 P~ge 1 of 3 M842x72 Kiflfi Tut picl: 'arg..r 31x120 King Tlil O'8r1\\le Kino rut....,th u NSN #5660-01-466-53; M631x120 KING T' Our IllrgMt blltrlU'l~e,. volume design rar gred: Itl....llor high threat "" appllcat,orn;. The hl!llVY muicipl.. deployments d Accommod;t~$ ~

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used In conjunct! pldtoW under ba, Gontln UQUS ~Iall. Great p.... *squar< Otlce f/lie.:s ""t!, *""'Ier, klnfl !ut b-JJrr/r;,J1dl! W'e!~ 2800 tbii, PS-07-0747 HIGH INTERGRITY CONTAINER (HIC) Page 7 of7 .".,~.}}

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