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4477 I(-65 SILO RADON MITIGATION AND DOME REINFORCEMENT NEPA DOC. NO. 38 09/14/87 NEPA DOC. 38 DOE/DOE 18 CAT EX OU4

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Page 1: I(-65 SILO RADON MITIGATION DOME REINFORCEMENT … · 4477 i(-65 silo radon mitigation and dome reinforcement nepa doc. no. 38 09/14/87 nepa doc. 38 doe/doe 18 cat ex ou4 -

4477

I(-65 SILO RADON MITIGATION AND DOME REINFORCEMENT NEPA DOC. NO. 38

09/14/87

NEPA DOC. 38 DOE/DOE 18 CAT EX OU4

Page 2: I(-65 SILO RADON MITIGATION DOME REINFORCEMENT … · 4477 i(-65 silo radon mitigation and dome reinforcement nepa doc. no. 38 09/14/87 nepa doc. 38 doe/doe 18 cat ex ou4 -

- i'

39-AX05108 K-65 SILO RADON HITI6ATION

rr0ncrmm.u m n w G p A D o c v y L w T l l v L Q t l

34 - a7601 000038

& DOME: REINFORCEHENT - ,

FMPC

, $1.150.600 m m f f U T MTII

, September 21, 1987 e

W A WBYIRAL U*TI

S€P 1 4 $67

OOOrrUWI rpoRcT trr-r.m

6. E. Bennett - .-*- nrncr LDc*nom 1 Waste Storage Area NE PA DOCUMENTAT I ON

rsortcrlra>ouu m . I r r o r t c r m r

The proposed in te r im s t a b i l i z a t i o n o f the K-65 S i l o s responds t o I tem 8 o f the Comprehensive Environmental Response, Compensati n and L i a b i l i t y Act

*adon gas and the s t r u c t u r a l reinforcement o f the s i l o domes i s necessary to: 1) provide a environmental ly safe containment mode u n t i l the selected a l te rna t i ve as developed under the s i tewide Remedial Inves t iga t : xi/ F e a s i b i l i t y Study (RI/FS) can be implemented; and 2) provide the necessary radon contro ls and s t r u c t u r a l reinforcement t h a t are essent ia l t o the K-65 S i l o sampling program which I s p a r t o f the RI/FS process.

Section o f the Federal F a c i l i t y Compliance Agreement P . The m i t i g a t i o n o f I

Cumulative impacts of t h i s p r o j e c t have been assessed, and i t has been determined tha t t h i s ac t i on does no t have net adverse environmental iw iacts . Other o p t b n s have no t been precluded by t h i s action.

DOE APPROVAL ' RE QUESTED

DOE/ORO .-

0,o y ~ A > - - Page 1 of 15 hEPA D\drUMENTATION .-

i In I f

Page 3: I(-65 SILO RADON MITIGATION DOME REINFORCEMENT … · 4477 i(-65 silo radon mitigation and dome reinforcement nepa doc. no. 38 09/14/87 nepa doc. 38 doe/doe 18 cat ex ou4 -

- coCNGw47 pposu?T ENcD(EEI

fTuIm.3 mnow 6. E. Benr&t

Waste Storage Area

FMPC NEPA DOCUMENTAT ION

p813/EcT/ppocw m P o a C E c T m 39-AR0510B K-65 SILO RADON HITI6ATION , $1,150,000

wQIEcT/ppocBAM WVYBU HEPA WCVYEKT KvyBEE , September 21, 1987 , & DOME REINFORCEMENT CONSTPUCTIOH STAR? DATZ

NEPA SUB

L SEP 1T"rSe"l" 34 - 87601 000038

1.0 PurDose and Need for Action

Westinghouse Materials Company of Ohio (WMCO), the prime contractor at the United States Department of Energy (DOE), Feed Materi a1 s Product ion Center (FMPC), located near Fernald, Ohio (Figure 1), is proposing to provide radon emission control and structural reinforcement for the onsite K-65 Silos. The two reinforced concrete silos were constructed in 1951 and 1952 and are used to store radium-bearing residue, a by- product o f pitchblende ore processed from 1953 through 1955. The silos continuously generate radon gas which accumulates under the domed portion, where decay or escape to the environment occurs. Structural failure of the silo domes is considered probable because of cracking and thinning of the concrete.

.'\? oroposed interim stabilization of the K-65 Silos responds,to Item B JI~ Comprehensive Environmental Response, Compensation and Ljabil ity

Act Section of the Federal Facility Compliance Agreement . The nitigation of radon gas and the structural reinforcement of the silo domes is necessary to: 1) provide an environmentally safe containment mode until the selected alternative, as developed under the sitewide Remedial Investigation/Feasibil ity Study (RI/FS), can be implemented; and 2) provide the necessary radon controls and structural reinforcement that are essential to the K-65 Silo sampling program, which is part of the RI/FS process.

?n K-55 Silos contain an estimated volume of 211,115 ft3 (8800 metric tons) of Sesidues. A combined void volume estimated to be approximate1 87.400 ft exi ts above the residues, within the two domes (48,730 ft

while calcium, iron, magnesium, and lead comprise one percent or more of the stored volume. The silos represent a continuous source o f radiation, particularly through the domed roof structure. The K-65 Silos are each 80 feet in diameter and 36 feet tall. They are filled to an approximate depth o f 20 and 22 feet respectively with residue. The exterior cylindrical walls of the silos are earth-bermed to the top of the wall t o provide protection to the concrete wa'ls from the environment and to reduce direct radiation from the residue in the icinity o f the silos. The earthen berm provides the silo :-ails some

structural reinforcement. The silo domes are also built o f -eizforced concrete and are in a deteriorated condition. The center s e c c i m (20- foot diameter) of these domes are identified as being in danger of potential collapse. A light-weight 30-foot diameter dcme cap has been placed over the critical center section of the K-65 Silo @ones. The dome cap will not prevent collapse of the critical dome center secticr

! Waste residues include about 40% silicates (iioz), and 38,700 ft f ) .

Page 2 of 15 NEPA DOCUMENTATION

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I c=xUu47 ?!uuEcT MCMELP

6. E. Zinnett

2

ppoIccT U X . 7 I O N

Yaste Storaqe Area . . NEPA DOCUMENTATION

FMPC

39-AB05108 K-65 SILO RADON HITI6ATIOW

PItoJEmf/ppocRAy NUMB=

I DOkE REINFORCEHEHT , $1,150,000

CONSRUCTION SIlllT DATE September 21, 1987

I pRoJEcT/ppocwTlTLc IworeCrCC#T I

34 - 87601 m A SvBKllTAL DATC

SEP 1 4 t387 0 10038

The gas treatment/circulating system (Figure 2) is designed as a closed system, where the gas is removed from a silo, treated, and returwd to the opposite side of the same silo to maximize mixing. Briefly the operation functions t o pull silo g a s through a calciun sulfate dehumidifier, tt:m through an activated carbo canister before return to the silo. with a blower unit. Sampling ports are installed, one upstream af the aenumidifier and one downstream o f the activated carbon to allow a determination of the system efficiency. Gas treatment equinment will be shielded, to control radiation exposure, by placing eartt filled low- level waste boxes around the facility perimeter.

Air flow at approximately 1000 ft '3 /min will be accomrlished

Silo air is expected to be turned over (filtered) 10 times during the 7 - 8 hour estimated treatment period. Adsorption of radon from the silo environment is expected to reduce the existing radon activity from 37.4 curies to approximately 1 to 4 curies during the treatment period. Radon gas is constantly evolved at the estimated rate of 0.3 curies per hour per silo from the K - C T residues.

The foam system is proposed as a means of attenuating radon escape from the K-65 residue and to fill the void space so that the air ;pace is eliminated. The foam will also provide structural support to the dome of the silo (Figure 3). The foam will be relatively easy to dispose of, s i n c e it c a n b e r e a d i l y c o m p r e s s e d s h o u l d t h e R e m e d i a l Investigation/Feasibil i ty Study currently ongoing determines that offsite disposal o f K-65 residues is necessary.

A combination of an elastomer, rigid polyurethane foam, and flexible polyurethane foam will be used. Several steps will be used to apply the elastomer and foam. These steps are outlined below:

0 Elastomer precoat - approximately one to two inches of elastomer will be applied to the silo wall and over the residue to prcvide initial radon attenuation and an adequate seal.

0 Rigid foam - two feet of lo. dezsity, clised cell foam will be sprayed over the elastomer precoat.

0 Elastomer seal - following curing of the rigid foam, elasiomer i s sprayed around the edge of. the silo at 'the rigid foam/si.lo wall interface to ensure that no leaks are present.

0 Flexible foam - nearly the entire portion of the remaining s'lo volume is filled with high density, open cell foam. An open rea is left beneath the center portion of the dome.

f'- 003 Page 4 o f IS NE?A DOCUMENTATION

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FMPC - mxmx3 M-

-- 6. E. Bennett

I - - . -__ I & D C I E REINFORCEHET-

NEPA DOCUMENTATION Flumcrlplocw mu 39-AR05108 K-65 SILO RADON NITI6ATIOH

I 34 - 87601

RQRR u)cATION

Waste Storaqe Area

tl.15O.ooo -m

I RFP 1 A 1987 1

0 R i g i d foam - i s sprayed under the dome top, onto the f l e x i b l e foam cushion, u n t i l t h e s i l o i s f u l l .

0 P r o t e c t i v e o u t e r c o a t i n g - .wo i n c h e s o f r i g i d foam w-,11 be sprayed over t h e ou te r dome sur face t o prov ide weather p r o t e c t i o n and i n s u l a t i o n .

The foam components (a poly01 and aromat ic isocyanate) a re supp l ied i n a s p l i t b u l k tanker and t rans fe r red t o a mix ing van. Foam f l o w r a t e s a re c o n t r o l l e d b y t h e equ ipment i n t h e van, where t h e two r e a c t i o n components along w i th a f luorocarbon b lowing agent a re pumped through i n d i v i d u a l hoses t o a s t a t i c m i x i n g chamber, 1oca:ed a t the base o f t h e spray appl i c a t o r .

The maximum r a t e o f foam d e l i v e r y i s about 100 lbs/min. Approximately 345,700 pounds o f foam w i l l be necessary t o complete the e n t i r e p r o j e c t .

3 . 6 A l t e r n a t i v e s Considered

3 .1 No Ac t ion

Under t h e No A c t i o n a l t e r n a t i v e the K-65 S i l o s would cont inue t o re lease radon gas t o t h e atmosphere and cont inue t o be a cause f o r p u b l i c concern. C u r r e n t l y r a d n gas f l u x f om t h dome sur faces

4 ) . Radon mon i to r i ng r e s u l t s ranged i n value f r o m 5 . 1 pCi / l near t h e K-65 S i l o s t o 0.24 p C i / l a t l o c a t i o n s f a r t h e s t downwind ( a p p r o x i m a t e l y 0.75 m i l e s e a s t o f t h e FMPC) , u s i n g P a s s i v e Environmental Radon Moni t o r s 3 .

measures between about 13 pCi/m 2 /sec t o 3x10 i - 5 pCi/m /sec(reference

The center 20 f o o t d iameter p o r t i o n o f the dome top w i l l remain s t r u c t u r a l l y unsound f o r a l o a d g rea te r than the e x i s t i n g s t a t i c dead load, and be sub jec t t o advanced crack ing which cou ld l ead t o co l lapse. The dome covers c u r r e n t l y i n p l x e w i l l remain, so t h a t containment o f the s i l o s conten ts w i l l be na in ta ined i n t h e event o f dome co l l apse .

The K-65 S i l o s w i l l con t i nue t o be w i t h i n a l l app l i cab le DOE and EPA gu ide l i nes and r e g u l a t i o n s f o r t:e emission o f radon u n t i l p a r t i a l dome co l l apse occurs. Taking i1O a c t i o n would v i o l a t e the FFCA ( I t e m B o f t h e CERCLA S e c t i o n (Reference 1 ) ) and p u b l i c concern would remain a t a h i g h l e v e l . I n a d d i t i o n ;ampling o f t he K-65 res idues would be made extremely d i f f i c u l t le t J the l a c k o f -adon emission c o n t r o l and dome re in forcement .

Page 5 o f 15 NEPA DOCUMENTATION

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aKNnANT RcUu3 M C r n Z l

, 6. €. 8ennett P~DRCT munow

FMPC Waste Storage Area NEPA DOCUMENTATION

pposEcr/wocw T r r u -corn 39-ARO51OB K-65 S I L O RADON MITIGATIOW , $1,150,000

, & OOME REINFORCEWLW COplglpuCnON STAPT DATE pItoJEc-/wocw NvuBu NEPA DocvyEKT W U , September 21, 1987

TF-Trae 34 - 87601 000038

3.2 Water Column AbsorDtlon

A water column absorption system would consist o f a vent line to introduce silo gases into a continuously moving water column. Water in the system will need to be replenished so that the water does not become saturated with radon. Water saturated with radon would be held in a storage tank until radon activity decayed tcr an acceptable level. Following radon decay, the stared water would be degassed, and the treated air vented t o the atmosphere. Degassed water would then be recirculated for further absorption.

The critical design concerns for this a1 ternative include:

0 Water column efficiency in absorbing gas,

0 Quantity o f water required,

0 Flow rates,

0 Shielding requirements, and

0 Wastewater treatment requirements.

Consequences related t o implementation o f the water columns absorption system are the longer design time and the continued lack o f silo dome support. In addition, the cilo domes cannot function as pressure vessels, and radon would continue to leak through the domes to the environment.

3.3 Temperature Control

A temperature control system would be installed to maintain silo gases at a constant temperature. This action would reduce the escape of radon gas due to temperature increase and subseqbent expansion. The system would consist of a filter -nd blower unit that would d r a w gas from one manway through a vent line and circulate the gas through a cooling unit. This procedure would maintain silo gas at a near constant temperature before return to the silo through another manway.

The critical design concerns for this a1 ternative include:

0 Air flow rate, and

0 Cool ing unit capacity.

Page 6 o f 15 NEPA DOCUMENTATION

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COCNIUWT WCKUEEn

6. E. Bennett pnanrr m n o u

FMPC , Maste Storaqe Area NEPA DOCUMENTATION

I ppoJEcTmpoclwl m 39-AR0510B K-65 SILO RADON PlITIGATI(HI 8 DOHE REINFORCEMENT

P u o J l x r ~ I v J I m e p 1 NWA m n

Consequences re1 ated to implementation of the temperature control system are the lack of reduction of radon concentrations in the domes, continued emission of some radon gas through diffusion, and the continued lack of silo dome support. In lddition, silo domes cannot function as pressure vessels and radon would corltinue to leak through the domes to the environment.

m m $1, ‘50,000

oommP4 rrm DATE September 21, 1987

3 4 Containment Structure

An additional self-supporting structure constructed over the K-65 Silo domes would provide containment in the event o f silo dome collapse. ’ T h e containment structure could be a building or arch that spans the existing K-65 Silo domes and would also act as a secondary barrier against radon emissions. The critical design concerns for this a1 ternative include:

0 Stability during high winds,

0 Ability to contain radon, and

0 Foundation stability of existing silo berm.

,nsequences related t o implementation o f t h e containment structure are the lack o f radon emission controls and the stability o f the containment structure once in place over the silos.

3.5 PrODOSed Action

The proposed action is preferred because it provides 1 ) a system for treating silo gases and attemlating radon gas release from silo residues and 2) provides a stable silo don;e structural support. This action results in a reduction/eliminaticn o f radon gas and mitigates releases of radon gas expected to oc ‘r because of silo dome collapse. Consequences related to implemeitation of the proposed action, therefore, include: enhanced air qual ity, radon gas attenuation, silo structural support, and improved public perception.

Page 7 o f 15 NEPA DOCUMENTATION

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I axmi%N-r mhx-ux L ' T m

6. E. Bennett

PnarurrlppOcBAM m PnoJ?xTco51

39-AR0510B K-65 S I L O W O N HITI6ATION , $1,150,000 -

FFPC

, I DOME REINFORCEHENT Taarurr/paOcBAM HcryBED N W A DocvyEKT NUMB=

PP~RCT m n o w Waste Storage NEPA DOCUMENTATION

03NSTPUCnON STAPT DATE

September 21, 1987 34 - 87601 I

1 W A SrnIBYITTAL D A n

SEP 1 4 1987 000038

4.0 Potential Environmental ImDaCtS of PrODOSed Action

Negligible impacts will occur to the existing environment and t 9 the 25 - 30 e m p l o y e e s a s s i g n e d t a s k s r e l a t e d t o t h e r a d o n g a s treatment/circulating system and structural SUPPG t as out1 ined for the K - 6 5 Silos.

Overall, this project will result in a reduction to near-elimination of ambient radon emissions from the K - 6 5 Silos and a greatly reduced cotential for structural failure of the silo domes in the near future. However, the potential for further structural distress juring the foaming operation still exists. As workers access the dome, and/or upplanned expansion of the polyurethane foam occurs, after installation, aavanced dome cracking could result from internal stress. The increased stress caused by the added weight of workers during foaming operations will be maintained t o within safe load limits as defined i n the operating procedures. The installation of composite foam materials will ensure that any internal stress caused by expansion/contraction o f the foam/concrete materi a1 wi 1 1 be equi 1 i brated by the fl exi bl e foam 1 ayers . This project results in the installation of approximately 345,700 pounds

polyurethane material which may require future disposal as &SN. This impact is lessened somewhat because polyurethane is

nighly compressible, resulting in a smaller volume t o be shipped than i s placed in the silos. Construction waste germated during the construction of the project (miscellaneous meta , excess foam, paper, etc.) is expected to amount to less than 100j feet of waste.

Operation of construction vehicles, foam installation equipment, and blowers will generate above-background noise levels for the short project duration. Minor amounts of vehicle exhaust emissions will occur. Seven construction vehicles and two transport vehicles will be required for project completion, as follows: two split bulk tankers, three miscellaneous trucks, one backhoe, one forklift, and two vans.

A small amount of radon gas (approximately 8 Ci, maximum release) is 1 i kely to escape to the atmosphere during the foaming operation. The 8 curie maximum release, however, can presentiy occur during the existing operation of the K-65 Silos and i s therefore not considered as a significant impact. Organic vapors generated during the foaming process will also be released to the environment. Foam installation will present hazards to workers in the form of accidents and exposure to organic vapors. Construction/foaming operations have inherent dangers associated with them and accidents involving personnel could occur. Such accidents occur while handling machinery, chemicals, and/or some

? - 007' Page 8 of 15 NEPA DOCUMENTATION

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CoCNzlAKl PBOJecT L Y c m , 6. E. 8ennett FMPC NEPA DOCUMENTATION

P B O I E c f m w TmJ!

PBOJecT =TION

Maste Storage *ea ~~

39-AR0510B K-65 S I L O RADON CIITI6ATIOW

~ / p P o G W M E P

, & DOAE REINFORCENENT 7- HEPA WCUYEKT M U

, $1,150,000

September 21, 1987 C O N ~ ~ I J C ~ O N STMT D A n

are due to general negligence. Worker safety will be ensured by strict adherence to the project procedures which will be *eviewr4, and approved by WMCO Health and Safety personnel prior t o foaming. ?roper respiratory protection will el iminate any danger\ caused by inhalation of th organic vapors. A Quality Assurance Plan and Final Safety Analysis' have been developed for the project to identify potential project failures/concerns and provide methods for mitigating them. Additional hazards from radiation exposure exist for workers atop the silo domes and in the vicinity o f used activated carbon canisters. Workers will be involved in activities related to this proje t over a six-week period, as a.:dressed in t h e Final Design Report cs . The hazard associated with -he activated carbon canisters decreases with time as the adsorbed radon decays, and is considered negligible after 10 half-lives or approximately 38 days. Full-time WMCO Health and Safety coverage will ensure strict adherence to all FMPC radiation protection procedures.

34 - 87601

A beneficial impact will result relative to natural phenomena, since moderate seismic damage corresponding to intensity V I 1 of the Modified -2rcalli Scale could occur at this site. The proposed action provides structural support and assists residue containment during a moderate earthquake. Application of the outer foam layer results in the bridging and protection of existing silo cracks from further weathering (rain, ice formation, and expansion/contraction). Very 1 ittle benefit is provided relative to the suction of tornadic winds.

NZPA SUBYrrrAL MY'?, I 1 SEP 1 4 1987 000038

Air quality in the FMPC vicinity will benefit from the proposed project because radon concentrations currently ranging from as high as 5.1 pCi/l may bf reduced to background or near background levels (about 0.58 pCi/l) . Radon flux from the silo surface is expected to be attenuated. Release of radon gas during the foaming operation is not considered a significant impact because the air has been pretreated and radon concentrations are low. Additionally, organic vapors are released for only a short period of time during the foaming operation.

Methylene chloride is used as a solvent to clean the foaming lance of polyurethane reactants following a f o a i n g operation. A small amount o f this hazardous/toxic material (less than 1-55 gallon drum) will be used, containerized following use, and will require disposal. Combustibility properties of the polyurethane finished product represmt a potential, but minor, adverse im act. The autoignition temperatures, however, range from 6OO0F to 700 g F.

Page 9 o f 15 NEPA DOCUMENTATION

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NEPA DOCUMENTATION pparecrmpocw TlTlL

39-AR05108 K-65 SILO RADON MITI6ATIOU

panreCr/psocR4M NUMB- .-dA wcL?aKT -7 & DOME REINFORCEKEWT

5 . 0 Conclusion

, COCNC- ff PEa-CK7 L'(CML2:I

, 6. : . Bennett RQltcf LOCATlON

Waste Storage Area ROSCCT COST

, $1,150,000 - ~ September 21, 1987

CONSTIUcTlON STADT DATE

The current condition of the K-65 Silos presents an unacceptable risk to FMPC employees and the adjacent population. R I / F S remediation studies are approximately 3 - 5 years from performance, therefore interim action is required. It is concluded that the proposed action will provide a beneficial impact.

Local air quality will be improved because of near attenuation of radon gas. Under the no action alternative the residues in the K-65 silos wldld conti ue to evolve about 650 Ci of radon gas per year to the

released from each silo during the proposed action. The maximum possible release of approximately 8 Curies is negligible as compared to the current release from the Silos (650 Ci/yr). Public concern will be lessened relative to probable partial dome collapse and the related air quality impacts that would occur if no action were taken. Finally, the proposed action will support the silo sampling effort by providing radon control and structural support.

The emplacement of approximately 346,700 pounds of polyurethane material .hat must be considered waste, is somewhat mitigated by the fact that polyurethane foams can be compressed prior to disoosal.

Foam application activities can result in advanced dome cracking in two ways; 1) workers with equipment on the dome surface and 2) unplanned expansion o f the foam creating internal stress. Worker safet considerations are considered in the Final Safety Analysis Report written for the proposed action. Increased dome cracking is mitigated by the external foam application. After the foam materials are cured within the K-65 Silos, the concrete domes function only as a secondary contai nment barrier .

environment dl . The proposed action is expected to nearly attenuate this -ase. Approximately 4 Curies may be

il

Potential adverse impacts related to personnel health and safety will be mitigated through appropriate training, application o f approved standards, and the use of proper personnel protective equipment. The radiation hazard will be kept at the ALARA level by the use o f shielding, remote video-viewing, remote or semi-remote application procedures, and limiting personnel exposure time. C'1 personnel will be required to undergo radiation exposure monitoring. Monitoring will include uring personnel dosimeters, breathing zone and area air samplers subject to short-term interpretation.

?age 10 of 15 NEPA.DOCUMENTATIr3N #Q9

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NEPA DOCUMENTATION --- 39-AR05108 K-65 SILO RADON MITIGIATIOU

~ / p o o c p A y PlllYBu r - S e p t e m b e r UU'A IXXUW3T

& DOME REINFORCEHEKT

I I N V A SUB 34 - 87601 000038

i

COCWIU3CT RQICCT M C I h - ~ U

, 6. E. Bennett FSOJEJX -now Waste Storage Area

PPCYeCCamT

, S 1.1 SO ,000 C O N ~ U C I I O N START DATE

21, 1987 4

The K-65 Silo Radon Mitigation and Dome Reinforcement Project represents an action which may be taken during the course of an ongoing ?IS, as defined by the Council on Environmental Qual i ty (40 CFR 1506. .) . As such:

1. This action has no net adverse environmental impact. The main import o f this project is to greatly reduce environmental radon emissions while providing structural support to the dome of the silo. This is an interim measure. Eventually, it i s expected that the contaminated foam will have to be removed and disposed of. The former positive impacts are thus largely offset by the future negative impacts.

2. This action does not preclude the choice o f reasonable alternatives to the action being undertaken. Following the RI/FS, recommendations will be implemented which will provide a permanent resolution related to K-65 waste residue needs. At that time, these new procedures can be readily implemented.

6 . 0 Cumulative ImDacts

No net negative environmental impacts have been assessed to result from thic . .tect, and other reasonable alternatives are not precluded by

1 *.J , ~ ~ 1 o n .

Page 11 of 15 NEPA DOCUMENTATION

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BMBC NE PA WCUMENTAT I ON

~ / p o o c u J I nnz K-65 SILO RADON HITIGATION I DONE REINFORCEMENT

ppartcTmP0ClUy m u HEPA KCUMENT NvyBll

34 - 87601 000038

KEY PLAN

- co(;wIzIHI t YeCT pIcmm!l

RCmm WnoN , 6. E. Fhnnett

Waste Storage Arga

$1,150,000 RoJccfcodl

m m m STm UT?,

, September 21, 1987

Tt#mag7

FICURE 1

Page 12 of 15 NEPA M)CUMENTCI.TION

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- m MClYiDZl

RQItcT m n o u . 6. E. Bennett FMPC

Yaste Storage Area NEPA DOCUMENTATION

p0JuST-m POoIMm K-6s SILO RADON nIiIwIw $l,lSO,oOo , I DOME REINFORCEHENT &X-CnON STllpT DATE

a

1 F'SURE 2

Page 13 o f 15 NEPA DOCUMENTATION

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FMPC NEPA DOCUMENTATION -

pBMLT/poocRAy TITLC K-65 S I L O RADON i~ITIGATION & DOHE REINFORCEHENT PlmJEcT/poocBAy NUMBER W A DI)cL?QM NVYBEP

34 - 874501 900038

PROPOSED K-65 SILO FOAM FILLING S Y S T E M

c o c w WIECT M C D l t U

, 6. E. h n n e t t u ) T A l l O N

Waste Storage Area

~1,150,OOo p=J?23oodT

CQNSnUlXlON S T U t DATE

, September 21 1987 W A SVBWTTAL DATE

SEP 1 4 fl87 1

TRANSFER LINE

SPLIT BULK DISTRIBUTION '5NKE,3 VAN

EMBANKHfNT

EFFLUENT MANHOLE (4 EACH)

K-65 STCRAGE SILO

SOLID VASTE

RESIOUE

FIGURE 3

Page 14 o f 15 HEPA DOCUMENTATION

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PMPC NEPA DOCUMENTATION ATTACHMENT

ppoIEcT/wocpAy mu 39-ARO5106 K-65 SILO RADON MITIGATION & DOME REINFORCEHENT

pIoIuTT/RocpIIy mt. THU HCPA DocvyLwT

34 - 87601 000038

=MurKT PIOJECT c y c m , 6. E. Bennett

LOClinou

Waste ftoraqe Area WDRctaXn

, $1,150,000 C o r n m u STAPT DATC September 21, 1987

T € m w

1.0 Y i l l any o f the fo l lowing be encountered, handled, stored, used, o r disposed o f dur ing the cons t ruc t i on of the proposed program o r p ro jec t?

Radioactive ma te r ia l s ( i d e n t i f y ) 1) 2) Radium bearing uranium m i l l t a i l i n g s

Rn-222 and associated daughter products

Hazardous mater i a1 s ( i d e n t i f y ) Methylene Chlor ide used as a so lvent fosrning equipment ( l ess than 1-55 ga

Toxic ma te r ia l s ( i d e n t i f y ) Methylene Chlor ide used as a so lvent foaming equipment ( l ess than 1-55 ga

fo r cleaning l o n drum)

fo r c l ean i ng l o n drum)

Mixed hazardous and rad ioac t i ve ma te r ia l s ( i d e n t i f y )

PCB’s ( i d e n t i f y source)

Asbestos ( i d e n t i f y source)

- . . -

Organic chemicals ( i d e n t i f y ) Poly01 and Aromatic Isocyanate used i n foaming operat i on

Heavy metals ( i d e n t i f y )

Y X

Y X

Y X

Y

Y

Y

Y X

Y

N

N

N

N X

N X

N X

N

N X

, I

U

U

U

U

U

U

U

U

0 14.-

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2.0 Will program activities involve discharges to any one of the following systems during the construction o f the proposed project?

D i sposal of mi scell aneous materi a1 s such as respi r- x ators, coveralls, excess foam, rags, gloves, paper, wood and small metal scrap (less than 100 ft3 total)

Low level waste disposal (describe) Y N U

Process waste stream Y N U X

Sanitary waste stream Y N U Disposal of mi scell aneous material s such as paper and wood (less than 10 ft3 total)

x

Storm sewer Y N X

U

3.0 Will -.:;) of the following be encountered, handled, stored, used, or disposea o f during operation of, or following the proposed program changes?

Radioactive materials (identify) Dehumidifiers and/or Activated Carbon Canisters Contaminated with Rn-222 Oaughters

L S materials (identify)

Toxic materials (identify)

Mixed hazardous and radioac

PCB' s ( i dent i fy sou'rce)

ive maberials (identify)

Y N X

Y N X "

Y N X

Y . N X

Y N X

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Asbestos (idtntify source)

Organic chemicals (identify)

Heavy metals (identify)

Y N X

Y N X

Y N X

o Will program activities involve discharges to any one of the following systems during operation of, or following the proposed program changes?

’ -..el waste di sposal (describe) Y N U ,,: .ifiers and/or Activated Carbon Canisters x

Contaminated with Rn-222 Daughters

Process waste stream

Sanitary waste stream

Storm sewer

Y N U X

Y N U X

Y N U X

5.0 Are uncontrolled emissions, discharges, or spills possible during:

The construction phase of this project? Y N U X

The operational phase, upon completion of the project? Y N U X

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6.0 Will the p r o j e c t involve any o f the fo l lowing:

~. a - Need f o r aboveground s t o r a g e d u r i n g c o n s t r u c t

Need f o r underground s t o r a g e du r ing c o n s t r u c t - - - ~

- - -

on? Y

Need f o r aboveground s t o r a g e du r ing o p e r a t i o n s ? Y X

Need f o r underground s t o r a g e dur ing o p e r a t i ons? Y

7.0 Is the p r o j e c t l o c a t e d i n c l o s e proximi ty t o a na tu ra l s t ream o r w i t h i n the f l o o d p l a i n of a n a t u r a l s t ream? Y

X

8 . 0 !re c c a t r o l l e d emiss ions o r d i s c h a r g e s planned d u r i n g :

The c o n s t r u c t i o n phase o f t h i s p r o j e c t ? Y X

The o p e r a t i o n a l phase, upon complet ion o f th is pro jec t?Y

N X

N X

N

N X

N

N

N X

U ~ - . .

U

U

U

U

U.

U

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REFERENCES

Federal Facility Compliance Agreement between the United States Department of Energy and the United States Environmental Protection Agency, Feed Materials Production Center, Fernald, Ohio, dated July 18 and 19, 1986.

Camargo Associates, Limited, "K-65 Silos Study and Evaluation for the Feed Materials Production Center," Volume 1, Sections I through IX, February 25, 1986.

Westinghouse Materials Company of Ohio, "Feed Materials Production Center Environmental Monitoring Annual Report for 1986," FMPC-2076, Special UC-41, April 30, 1987.

G. R. Hagee, P. H. Jenkins, P. J. Gephart, C. R. Rudy, "Radon and Radon Flux Measurements at the Feed Materials Production Center, Fernald, Ohio," Monstanto Research Corporation, Miamisburg, Ohio, MLM-MU-85-68- C Z 1 , August 6, 1985.

Sciences, Inc. "Quality Assurance Manual, K-65 Silos , % ~ m e a ~ a t ~ o n , " Feed Materials Production Center, Revision 0, August, 1987.

Advanced Science, Inc. "Final Safety Analysis Report for the K-65 Storage Silos Radon Mitigation and Dome Reinforcement Project," Preliminary Draft, August, 1987.

International Technology Corporation, "Engineering Study o f the K-65 Storage Silo Radon Mitigation and Dome Reinforcement Project at the Feed Materials Production Center", August 20, 1987.

Grumski, 3 . T . , "Feasibility Investigation for Control of Radon Emission from the K-65 Silos," Westinghouse Materials Company o f Ohio, Revision 1, July 30, 1987.