ML20138H964

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Accepts Exxon Proposal to Transport Transuranic Matls Not in Strict Conformance w/10CFR71.Any Other Alternative Would Involve Considerable Occupational Exposure.Related Info, Including Drawing Depicting Cask Measurements,Encl
ML20138H964
Person / Time
Site: 07109207
Issue date: 10/29/1985
From: Beare J
WASHINGTON, STATE OF
To: Macdonald C
NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS)
Shared Package
ML20138H946 List:
References
26157, NUDOCS 8512170386
Download: ML20138H964 (11)
v • d • e


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5NM A. II. SHINP0CH 5ecretary STATE OF W%H'NGTON DEPARTMENT OF SOCIAL AND HEALTH SERVICES O!>trpra. %hinginn WlitMwi October 29, 1985 Mr. C.E. MacDonald, Chief l

Transportation Certification Branch

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Division of Fuel Cycle and Material Safety U.S. Nuclear Regulatory Commission Washington, D.C.

20555

Dear Mr. MacDonald:

Exxon Nuclear Company, Inc. requested that I, as State Health Officer, write to you to voice my objection to or acceptance of their proposal to transport certain transuranic materials not in stricc conformance with 10 CFR 71. My staff has reviewed the exemption request made by Exxon on September 6, 1985. Since these boxes will be transported by knowledgeable staff from the Exxon facility adjacent to the Hanford Reservation to the US Ecology disposal site, on the reservation, with very limited.use of public access roads, I see no problem with the use of these packages. Any other alternative would involve considerable occupational exposure.

Since most of the transportation would occur on U.S. Departnent of Energy roads, we contacted Mr. Gerald Yesberger at the.Richland Operations office. He was also in agreement.with the proposal.

If we can provide any additional information regarding this requst, please contact Nancy Kirner of this office.

Sincerely,

. _ _k_. - _

ofnA.Beare,M.D.,M.P.H.

director Division of Health - ET-21 cc:

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1. When hp / d b afd. t>es.n es designed as rectangular uction;when hg / d < a/d. beam is destgried as a T section c5e. rie ure 23.
2. Values of p above upper solid line are for percenta9es smaller than p man.. p nun. = 200/fy, See section 10.5. ACI 318 71.
3. Values of p below tow.et soud Hne would e.ceed p ma..

0.75 pg For values of Mman M' '8'"'8 OI (Ow. 0.7 5 pg) ma n.

In Flemure 2. See Section 10.3.2. Act 318 71.

4 For deflection see e,ection 9.5 ACI 318 71 and " Deflection" chapter in this handbook.

l S. Cracw for Crack Control =nere fy >40.000 See Section 10.6. ACI 318 71 and under efianter "neinforcermt** In this handbook.

6. The capacity reduction f actor d = 0.9 has e.een f actuced in the table values.

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EbMh MEIER ASSOCIATES

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FACME CONCRETE C0""

COMPANY June 24, 1985 George Grant, Inc.

P.O. Box 786 Richland, Wa.

99352 Attn: Dennis Carl Re:

E. won Nuclear, Job #RC-0015, Line Item 24

Dear Mr. Carl:

The theoretical cubic foot m ight of our 8 sk grout mix, Mix No.

7681 is 147.00 lbs. per cubic foot, with the following batch weights.

2750 lbs. of concrete sand 752 lbs. of cc: rent 56 gal, of water 3969 Assiming that the cenent will use 3 gal of water per sack for hydration and the sand has an absorption of 1.5%, the approximate dried cubic foot weight would be 135.59 lbs. per cubic foot.

If I can be of further help, please feel free to call me.

Sincerely, ACE CONCRETE CO.

44/28 d'

Steve Wittstock Quality Control' CO K

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PO BOX 2503 SPCKANE. YsASHINGTON 99220 PL AN T NCATH 302 PARM ROAD / OFhCE EAST 5204 BAOA0v.AY 509,535 3081 Y

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June 20, 1985 Georg3 Grant, Inc.

P.O. Box 786 Richland, Wa.

99352 Attn: Dendis Carl Re: Exxon Nuclear Job flRC-0015, Line Ite:n 24

Dear Mr. Carl:

The' theoretical unit weight of our P.C. concrete, Mix No. 6511, is: 152.57 lbs. per cubic foot, with the folloaing batch weights.

1452 lbs. of concrete sand 1820 lbs. of 3/4 aggregate :

610 lbs. of cement 28.5 gal. of' water 4119.4 Assu:ning that the cem3nt will use 3 911 of water per sack for hydra-tien and the aggregate has an absorption of % and the sand has an absorption of 1.5%,

the approximate unit of a dried cubic foot would be 148.6 lbs. per cubic foot.

If I can be of further help, please feel free to call m3.

Sincerely, oc &E TC ggz c.

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