ML20134P463
| ML20134P463 | |
| Person / Time | |
|---|---|
| Issue date: | 07/11/1985 |
| From: | Mcgrath J NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION I) |
| To: | Starmer J NRC OFFICE OF NUCLEAR MATERIAL SAFETY & SAFEGUARDS (NMSS) |
| Shared Package | |
| ML20134P447 | List: |
| References | |
| FOIA-85-566 NUDOCS 8509060322 | |
| Download: ML20134P463 (17) | |
Text
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KINC. OF PRUS$1 A P( NND L V ANI A 194X
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July 11, 1985 MEMORANDUM FOR.
John Starmer, Low-Level Waste and Uranium Recovery Licensing Branch, Division of Waste Management, NM55 FROM:
John McGrath, Regional State Agreements Office, Region 1
SUBJECT:
ENSA PROPOSAL RE LEACHABILITY OF AM-241 ENSA, Inc., is the contractor who has been negotiating with the State of New York regarding the cleanup of the EAD facility and associated contamination at the Tonawanda sewage treatment plant and landfill.
ENSA recently submitted a plan for evaluating the leaching potential of AM-241 from contaminated ash at the landfill.
The State of New York has requested NRC's assistance in reviewing the adequacy of the ENSA proposal.
']
We would appreciate your assistance in reviewing the enclosed documents submitted by ENSA and providing us with any comments you may have.
The state has not indicated any specific deadline, but we would like to provide them j
with our comments by August 1, 1985.
R. M ohn R. McGrath Regional State Agreements Officer
Enclosures:
As Stated i
8509060322 850829 PDR FOIA WELDONB5-566 PDR
ENSA,al I
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Dr. Willia. Stasi@.
Ne. York State Dept. of Health D yire State Plaza
'D>er Building Albany, NY 12237 Re:
Testing Procedures for AT241 leachirg and Absorption Petere.ial
Dear Dr. Stasid.:
'Ivo procedres are atta6ed for yor crerrence.
'Ihese are in regard to addressirg 1 tern 11, pace 2, of the hYS DEC letter dated Parch 29, 1985 fror. W. Jeffrey lacey.
The procedres proposed are interded to first detenrdne the lea &dng pv.ential of kr241 fran the co 4ta. inated ash.
- Secondly, T
leachate fror. the first test will be used to deter:rine the absorption of Av241 in native soils beneath the landfill.
Coring soil sa :ples that have been taken in the past (prior to contarination) will be used for the latter test.
All testing is to be corducted within the EAD bailding per the attaied procedures.
'n.is will include the use of a 3D rpr.
flask ttrtling syster. for the 29 rp. N35 rotation ttrtler.
Approxin.ately 1 kg of ash unterial from furnace No.2 will be so tested.
This ern. ails bringire into the EAD building approxirrately 500 na-o Ci *d6 is an insignificant aioant empared to existing gaantities.
Counting of all sa:Tples will be ccrdacted at the SUSYAB Naclear Science ard Tetrology Facility (NSTF).
Yor review and cercarrence with the attached p ocedures at yor earliest convenience is appreciated.
Yors very truly,
'/"1 a4 r
I Y&tinN.
President ht&i/pg enc.
cc:
Dr. F. B adley (NYS D 1)
,.]. ll-W. J. Lacey (HTS DEC)
Mr. J. Shanley (hYS DEC)
MM "7 OSe Mr. W. O'Brien (NYS DOH)
EIN;p~h. ?'.':?ER FCD
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Wm.e-O'fia F O. Boa 5537, Roet.wille. MD 20E55 Tele. (301) 251W11
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METHDD FCN 24-HOS. B ATCH-TYPE DISTRiet'il0h RIT10 (R )
e 3
F DP CLWTAv.1NtNT AD50RPT10h LY S0lli AO SEDIMEhiS 1.
Scope 1.1 The methoc descrioes a protecure for ceternining the ability of an unconsclidated otologic material to atter.vete sclute contentrations in aqueous solutions.
1.2 This methoc is particularly applicable in streenin5 a la"9e nux.oer of sa'r.ples f or their sorption ability for a giver the. itel consti-tuent froft aqueous sol ution.
1.3 Wrile this prote:vre may be applicatie te D:tt orge it en:
inorganic constituents, care must be tater with respe:t te tne stability of the particular constituents an: their possible losses f ro solution by such processes as degra:etior, ey grit roces, lignt.
or hydrolysis.
This methoc shoulc not be use: f or volatile cherr.ical constituents.
1.4 This stancard may involve hazardous meterials, ope etions, an:
equi pment. This standard does not purport te ac:*ess all of the safety problems associated with its use.
It is the responsibility of whoever uses this standard to consult an: establish appropriate safety and health practices and deteraine the applicability of regulatory limitations prior to use.
I r.15 me t no: is under the.)nriscittion of A51M comittee D 34 m weste dis-Tposal and is the cirect responsioility of suhtoarittee D-34.02 on rnysical and Cner.it al Cha r at t erization.
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Apri ;atle DD;vitr1s 2.
1 2.1 A SIF. s t e>1"a rd s :
O 1129 Definitions of Terns Relatin, to water?
D !!93 Spe:ifications for Reagent water 2 11 2216 Laboratory Detern.ination of Poisture Cortent ut Soils 3 0 3370 Practices for Samplin, water 2 D 39e!7 Shake Entraction of Solic waste w3tn water 2 a
3.
So,r.ary of Hethoc 3.1 Distilled water, natural waters, lea: hetes, or otner aqueous 501 - 9
.tions containing a knoirt contentration of a solute is mixed witn a kno.A emount of unconsolidate: genlogic material (9eDmedia) for 24 hou s.
Chances in solute con;entrations are used to Calculate a r
cistributior, ratio (Fd)*
C.
Te nri nol oj,y 4.1 Definitions - For definition of tarvs usec in tnis metnot refer to cefinitions Dll?9.
4.1.1 - UnConsolidate0 yeolOg1C nmterial - a sollC na t urg t r,a t e r),'
of geologic origin (e.g.,
soil, see m.ent, t ill, etc.).
4.1.2 - Sorption - to ceplete er. count inittelly present.
4.1.3 - Solute - chemical spM ies (e.g., ior, molecule, etc.) in solution.
4.1.4 - Sorbate - Ctheeital spe ies sorbeti by a sorbent.
4.1.5 - Sorhent - a substante that sorbe, the solute f rcr. solution (e.g. wil, seciment, till, etc.).
P nnual Enok of ASTM SteMeros, volumes 11.01 anc 11.0?. water.
A 3 nnual Book of ASTv 5tandards, volume 0a.0*., 5011 anr. on:t, builtiing $t065 l
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I E e*: h:. - 2 tett 1.' ' ? ? 1:
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Se;i 4.2 Description of Teres.
4.2.1 - Utstribution Ratio (R ) - the concentration of sortate, in e
ug/g, civide: by the concentratioe of solute in ustet.
5.
Significante anc use 5.)
This netnoe is meant to allo = for a rapic (?L hour) inces of a geomecta's sorption affinity for given chemicals or leathete con-stituents.
A large number of saeples may be ru'. using inis metnoc to detereine a comparative ranting, base: upon amount of checical f
sorse: per grar of geomecie, or by various yeome:1a. The ?4-nour time is use: to make the test convenient ene also to minimize microtial degrecation w%)ch mey be 4 proolen in longer-time:
I procecures. Due to this tine constraint, the final (24-nou*) con-centration shoulc not be confuse: wi t n trict of an eys lib *tu9 o' steady state concentration.
5.?
k'eil e thi s metho me) be usef ul in ceternining 24-hou' R v al ue s g
for nonvolatile organic constituents, it has only beet teste: for the nonvolatile, inorganic spec)ts, arsenic and C45tiu*. Howe v er,
the procedure is believed to be usef ul fo* all statie and nonvol-stile inorganic, and organic constituents.
This metho: is not considered wishle for volatile constituents.
5.3 The 24-hour time limit may be 'saf ficient to reach a steA y state R.
However, to report this determination as a steady state R d
e, t'he relevant tiwie stoSies mJst he carried 001 to document the developnent of steady stete concitions.
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O
. I.:: c..
.C:-0;?&C ti e';
h..-
?
t;ete. 1;/?i/be less G c..;
tie.0?.03 ie5 G
- c- ; C r.e i ri e. k. 1 Se: 6 5.4 If tr i s met h.pn. is to be use: as e bests for stucies of R 41 e
creater t he the prestribe9 time, p*oper controls must be implemente: to account for possible mitrudiel degracetion or assieilation of the sre:ies in Question.
t.
Inte-ferences E.1 when ceelin, witn solutes of un nuwn stacility, care must De taken to determine if hyJrolysis, photocegradetior., mitrodial cegra:a-tion, ot ic at ion-rec ut tien ( i.e., Cr F* to CrE*) or other physico-CheP1Cel pro;*%5es are opergting at a significant rate within the time frame of the procedure.
The stability anc hence loss fr&t sekutionmayaffe:t the out:ome of this pro;edure if the af ore-mentlene: reetticas are 51yaificer.t.
\\
7 A;?arttus 7.1 Agitation Eaus pment - Ine ejitetion equipment to be used is the K45 i
ro t a t i ng t umti e r. '
l i
7.2 Pr.e se bepa r ation Equipment - A filtrat tor. appe ratus m6ce of meter-ials compet ble.ith the solutions being filterer. an: eautpper with a 0.45-mitrsnater pore size uenorene ti t ter ur-a constent tempera-ture centrit y capanle of.eparating particles witr. ciameters greater then u.1 ue (see se : lon 9).
If organic compounds are being peasuren, the filtrat,i i apparatus, centrifuge tubes, etc.,
should be :r>nnetible witn in cervounds being mea surec (i.e., glass or stainless steel).
1' 1
'i11 e r on.1 s t one, E.
T.,
W.
W.
'Lo r * *. and
- 8.. l.. Gerner.
- 148t, improvec Leach i
Mea surer.ents on sol te Westes, cAirt U anstordizat io*. Idews; June: ?B-33.
I l
.. :.. c 4 2,. ;
e e't k:.
i
[*t t t is iv t:
le5 0 :..
r 34.u ?.e;-
Tese V 3.. Cet ".e-6 t.
$ cts 7.3 Cont a i ne r s,. E as.:, mice - m.,ut r. oci t i e s co r,e t it l e wi t r tne
- h. d t uo.-
e s ui t a: l e t c t ne r.a t u e o f t he c her i c e l ( 5 )
tier anc of c ocpos i t iot r
uncer invest 19etion anc ine analysis to be perf orme: will og used.
For nonvolatile inorganic constituents, high density, lineer polyethylene b ttles shoulC be use: wite tne size et the bottle c i t t.a t e: by Satple size, a nf. the neec for t he S ol ut i ot LC occupy 70
~
to 871 of the container volume (1.e.,
I?o-ri, 250-m'. or ? ' bottles for sample 512Ps of 5,10 or 70 g 'respe:t ively).
For nonvol at il e 1
o r g e r. i t constituents, leflon, 9 d55 hot tle5, or stainless steel C ont ainer s witn w..e* tignt closures it.Ons v f C h e.r.1 C a l l y inert materidI5 Shoulc be use with 512e requ1*ee.ents being tue Sar* as f or nonvolet t le ir.nryanits.
Containees snoulC be Cl@tne: in,
it. anne
- to*51stant
.it."
tne and 1jses to ne perfora.ec. $e yles et
[
t the Solut ion $ LC h* analy2PC Sho.lc be 5 tore: in Sin. Id* C he.t.1 C a l l i
y Compt!)hlt hottle5.
3 Reecents Purity Of ded'Jents - Rea ett ijrece chem 1C Al s Sr.rlI DE H5eC ~1n Wl I' g,)
v test 5.
thle55 other=15e inC)C a ted. It 15 intendeC that 411 rea-gent 5 Shell Conforr to tht spectitC#tions of the Amer ic an Chemic al Society, where Suth specifications are available.
W.her grades may he usec, provider i'. is first ast.ertained that the ree9*nt 15 of Suff1Ciently high parity to permit its use without lessening the atturaiy 61 the cet.fretnation.
F,. 2 Purity of Weter
'Mless otnerwise inciteter., references to =tter shall De unnefito'* to mee* lyg.e lY reagent water, $pecif ttet t on 0 1193.
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N.ti-;.;;;;
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D e '. e 10,?-!Ee le56 G t 4:
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A.
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Protecure 9.1 rie o nec t e 5"rples are 5;*ead out 9-e flat Surf a:e, ne mee then ?
to 3 cn. deep, anc allo e: to air.try f or 7 days or uniti constant weight 15 a:hieve: (et not oven e y).
9.?
After tne 5eeple ne5 etr crie:, i' 15 oe 5 5ea throuyn e ?-mt Streer Sieve.
Lerge eg,reget*5 are to b cru5tiec, witnout grin:ing, usiny a cleat enorter enn a r udde r-tippe pestl e.
9.3 Mia the 51 eve: st e *.
- r t e l until tne 58*.,l i 15 nomoyene005. U5e a rif f le Splitter, or 5Me other ur iege: Splittin,+ pro;e:gre, to ottein SU')$d'ivle5 o' app upriate
.t y e.
e 9.3 Re*ove Sut5e9,11e5 e n0 d e te rn.i ng t.. m:151u'e C ontent of tne cir.
C
- 1 e n S e ' ;.'l e { re 'e' LC l' 2/ ) t }.
9.6 De t e -n i na. the ir455 of 5AT.ple, tor v et te-f o moi st ure (natent ;
t)e t e rn i n e t i o n o f a i r cit y
.c i l n.e 5 5 e.:ut v e l e nt to the j
desirec stes% of oven-drie Soil l
t.
M5 []
(r.!) O;) }]
where A e air cry soil n.e a
'S
- st.e 5 5 of Uv en-C r ie: Wil oestret Ms moisture percentage.
9.6 Plate tne welyhe.f 4t r cry Sample into trie appropriate container.
9.7 Add to the container aa. emount of solute solution necc55ery to yielc a 1:'tfl soil-to solution ret i s.
Inis 15 ceterminec on trie ove n-dr ie-j he $ i % :
p-t erm i na' inn of Solast son volus.e nerinec per Suple for a t o i l-1 's- \\ nl 911 in rat to of 1:70 I
- i l,3 y3 ( 'e,
g,. e,-
.1emsity of go l.s' i or. ( s'r y'c r 3)
7 lxwe n-N.M.UT/L'.
D e'
- b..
?
be:t. I G / h lt<
- 1 e s G* t... 0 3 4. C ?. '.'3 last G*os; Cr.e mr.e-W. A. Se: 6 V =.vclu'it of solution per sample (in tsr. 3, Ms = mass of soil to be use: in grams, (oven-cry bast s).
9.6 Wetein a separate appropriately preserved aliquot of 19e initial solute solution f or analysis.
9.9 Close the cont iiner anc place it on the agitation ec.'pment, the ht,5 r et a t i ng 1 aval e r.
9.10 Agitate cor.ti :nusly for 23
- U.5 hr. at 29 : 2 rpr-at roo-temperature (; : 5'C).
9.11 Opea the conte'ner, hote the ter.porature of the solution anJ any changes ir. the W.p1e or solution (i.e., color, onor, etc.).
9.l?
Separate the s -lation phase f roo the me.)ority of the se,lic p*.e se by cett'tetion.
9.13 Filter the 5 21. tion phase. through a 0.45-micrometer pore size mer..
brane filter ( *.ee section 7.2), or centri f uge a 50-m'. subsample at the preceterr ico rate of rotation and timt for the centrifugation equipment er 1 sfee 41 constant temperature (the tempereture retore.
v ed af ter 74 h ers):
)In(R/R) 1 = ' 2 [
g g t
r (p -p) m-P P 2
2 i e r..' = gL = angi,iar veiocity garticle radiens (in cr.)
r a p
.nsity of water (R.9ax10* 3v/ set.cm at 25'C) na v:
l t1c1e 6ensity c =
p ce r..
uty of sulotion volutions per erinete r pe s a
-r-h;7t**
31. { 2 *.." t o.
D a 'i k.
2 Latt. 10/2?/El le 5t 6*C ;; C.i s. V I. C.*
lebt 6'ovi. Cria1rsta k.
A. $a; Rg= Wistance in crr fro" center of centrituye roto" to tc; of solution in cer.teif uge tube.
di s t a nt e in cw f r on center of centrif uge rotor to R
a 3
bottorr. of centrif uge tube.
t* time in minute To rer*.ove particles >0.19 in radius anc 2.65 g/cm 3 censity f r ey* %olution:
^
It t=
(
)In(R/R)
(rpe)
Note that if filtratior is use:, the affinity of the f il tr ation membrane f or the solute must De evaluatec.
Fail'ere to do 50, may leac to erroneous results.
9.14 After a Cleir solution has been obtainet, ple;e er. allycot in an apprep*1a!4 tontainer (see se:tior. 7.3), anC analy2e or Store ir,a refrigerator at 4 : 2*C.
9.15 Ea n yeome,ti.i se.ple is to be subsettet to the protecure in three or more rerl'catas. A tr i r.im en of 5 percent of th* total number of geome:ta sa vles, but not less than three blants shoulc be carriec througr. all *,teps of the protecure.
10.
Calculations 10.1 Calculat' ti cistribution ratio (A-H)V p,
ti (M5)R wnw r - A = concentration of the inlute defineti as tne mean conr. ntration of the blanks in ug/ml.
ha ;inAl contentration of the Solute af ter 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> in
- /mL, V=
s olew of solution usec in er.l.
- 5 : ets uf ove n.d r ie: Scil in gr&*$ (y).
- t t > ! ' 10 01 t o r. r a t i c t r. ir., / y.
-4 L :; s t --
.:ci:
t e'-
h:
?
De*t
- . ?? 1
le se G o.:
!}:. 2.J3 Tese G :-. Cne. ri e-I.
Se:.
- 11. Eevortin, 11.1 ine R v e l o' m st be clearly me
- Lee as a non-eau 111er t ur 24-nov-s g
cistributiin ratio, 12.
Precision an In e s 12.1 Tne testia.,.f tr.is metho was concstte: as an interlabore ory rounc-retir i e soil-t o-sol ut ine ratio of 1:20 using 70.[ gra s of 501).
Intral toc'atory testing using a 1;?O soil-to-solutiot retic mes carriat 11 with no significent loss of pre:ision for 50: 1 messes n'
. O, 10.0, and 70.0 yeams. Therefore, it is sse:1fie:
thet t he 5 -
- t o-sol ut i on ratio be 1:20 with tne wortin; r. ass of soil ( o *.9 - oven-cry basis) betw'on 5 anc 70 9'aes.
12.2 Frecisler 12.2.1 1 r..,. ecissor of this test is liirite: by the ao111ty to on t.i e.) a honogeneous sample of geomecia, an the pre:isio*.
c' 'ne various nethocs use: to cerry out the prote:s e r
(i.., nie ss ceteritinations, init t el an: 24-hou ten;e.tre-1ir - it C oris t i t ue nt s ).
12.2.2 1 p'- 15e uverall precision statement, Covering er, spe.1 s, is not f easible.
]nterleboratory testing of this pre. ture, using cadeiu'i. and arsenic as sorbates, w'th five in.? i. ndent laboratories, indicated that a coef ficient of wer son of less than lili 15 obtainable.
' r 't y if interlaborateiry testing f or the 24-hoo* hatch.
}?.?.3 t v;
',, siete rmine t t on.
p
-1 J-tr:u.+ ;
32.0< u:<.
0 e':
k.
I De:t IV'??'t l lesk b os; C34.01.03 t
les E cur Chairmer.:
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Se:k Ceo-tue les CcCO.)
Soil 1 Soil 1 Soil ?
Soil 3 Seil 4 Initial con:. ( ugim' )
10 203 10D 10')
100 156B 9E.3 69.5 69.74 28.94 1He (m;/g!
5.0. (m;!gi
!66.5 tt.?4
- 7.73 17.E7
! ?.68 C.V. (11 8.?'
5.80 11.12 11.26 9.18 I?
!?
10 I?
4 h
A r s e n s ( a s r.,450, )
Soil 1 Soti 1 5o11 2 Sett 3 Soil 4 Ir t i s e'. t o n:. ( y;ir. )
10 2 0.'
100 103 10J
!.. '.r
'3'-
25.42 2.6?
4.Yi 3.?!
2.Y9 5.D. ( cf. / g i 20.97 10.31 10 ??
!U.?t tJ.2d C. '.'. ( t '
6.?9
- 11. 0 t.>0 7.Bf 6.52 12 17 17 12 I?
h 12.3 etas. A ceterminatier. of tue es as f or this pro ecure is no:
possible since n > stannere soil or eite*nate technicus exists.
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=_
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v w I-Q l
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t name c M
5.a
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h e
=
AE1:Dc7 Sc be res unct 4
i e
a =
Ervisoely encow I
' e.e ay==s,wu m s - -- <4 g,,,,,
D3 4-VC Crunbed se=rw wwwr h- _
1.-
visc
- r=== 6 Ar;W 3.anda.rd D&+i.
materu)-A57W Standard A.
'^-- _ - - -
w Eke malertaJ-Arni Su% Da42
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gas::
assr=* er use FD Aab-11a e analeW-Arnf 3: maut'
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uur ear==
D2::3+-1f LAEN 8ta.sdarGr sie avsSa.ble 1 1. ~_ - ~ - ',,,
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e Costa:nerthed botdt war.am *C011WAEA-
._ _' " - ^ - - - -'
tar ha =
Smactbed it "Ter Metho& for t.be Evalu
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'aJe===
as ;
. e a.ma e ases.asra.ese,*
_. -l #- tJJW tJC"
=
suoc of Soitt War.e PntsLmuCbm W
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Methoda.* ' UE E=r 8-t**3 *""*
g gy % g. trtm:me=W Protet.
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m 5.sv=====
er,an es>=rw-ev===3 g%%
gne s.ars ass: s =ry===
_ J{ c,w. r t 2
ow.3,._ a.
I 6n 6 a.ar y==r==8't htton D.C 30 6K ICbples may be ob wn..
s.n r e-r== AT) saaned truc EoM War.c Infor r.auon UE I o
-==
w sm2
'tas1 I::vtrtc:nenta.' Proesevo: Astoes. at W.
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naroont ane e,
s=uar rume ro::s Pone Ea= ale *- ee-
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q IRJeAYarururururus sc-ibeuf k *7%s. nie btWii Io tbe EvtlLta-i,,,,,,,,.
un
' terw<ieum.au p.
Sea a' ScM War.e Paymen.1/CbemA:a]
una
' f*we=====
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wis
' tiewie awarum g
Itie w t eures Thh manus' a)se sEctalDs addP.Jona.' 2D.
wie wit
' howc surus g%
wie
'W formatjo er. app'va e c' t. bene prtgeh I
=r= **-'='-
6mu hu*'wrw'us 8.7)
.'w.ar Arrzmx D-I P Tor 2e:mr Tas:
uns
~
'U, NC3"
[$
.-umr=r:
- [ "'o 23 e m 8 u 1*
- g e="
e % taseu uru A E.rfs-*w - Mm (Kh
~
i 3, p
- "'o tahecurt I f aumre fivesautrum C
j t t&d1J W*"* *"
utz; wo i n 1J 61simma.sw.
- 1. A yTrgmentat.!?e mL=ple Of the waste le be tes.g -,-+
u= same IOC grsms) abal) be enc $s.es w & amer. I N,_
e4EalDed sasing the are:. bot spec 1had it Ap i
f pend. i r a..y see secoe
. of 3
loomera ma m.mme M.
I naa 41sururur==re yte.20.ng a tv,r*ume=ta*.rvt an=ble vt:. bit t.be i
ipoema arr,ures I ampururusrumarwisew.
==.=-mr of Par. 38; [Po-eetaLed guidance t
sr.r -
' p% mare unt
! a.a A1er=rur==
ac souduct.2:4 the vsrhous ea of the EP 88 LE'"
' r aMsoururww i e'ureau" are ""Ihr. Metbot fc-the E'rajuauot of
.- - e t Laz:
8 t a M aur=rar-u=====t ear 4 up.m uur=r. e ew f' i
na2n se= 1-erums w P t)
Sobe Waste. hCberrJea.' Wethode I p,, te sna; tJatamuru teAevimei,.
h'ponted by nfennet en i 3DC.ll).)
6,,,,,me,r.,
6sas te_
1_ _ a y,,,.
1 The smuzole abs! br er; misled Inte its e m.m.,.
peur, fr naza 1svam-ena songescot boule and m:lle phases using 1.be i nvuurs trarian:Peur, up-taurs Simuc ererwese,twiers) meethod eencribed t "Emeperstaor. Prote-
't e us-maur=
"7' eure bejos. If the soM risadue ' obta. toed E
'Samwo LSerw
- 8'*"'"" Ol f"""
ac.ng ttJs me: bod locah nem that GJ5 of
(
t wwess.er esc 11.17 e,,,,,
the stiga.na' wejght o' the waste. the Fusidue
_f p or164p e. _.
.;.-g em he 6mcar6ed and Lbe opertler abaD e-ev. -
sr.at the house phaar m the ersraet one p
s,s.e,.
proceed ammecately se Sc L l w,,,,, tt..-
14.1 FR TE125. TEMI. Dire. M. 1964, as anamoed at M FR M4T1.May ac,3to1}
'7 bene memoes an & W kn p.m,. gt
,,,,,,,,,,,,,g "9n.tr.plers and eLa " tat Proordurus for
% em. arge amm, et Essareous War.c 3:rmama
- EPA 80c/3 p.,,,,a ese p ary em.
l APMDIZ bhATTT'E SaXF" DrC 311 January 1SSC.
p,
.c o
.=ra==- n,
Mmrans
'The percez' souds as erteradasd by n,
a mus. W " -
- -o ertng the !!her pm.c a: ac-C untr it reaches
- Ausar** f t The smet. bods mad esulemment moed fo-esnstant weight and ther em3culatAng the
. ur '". aurmus me m nttag ya,g, mm.g.,g, ; stry with the percent sobes tuLag the joDowing equalant
'P*
- ~_-_"._
taric a.no conswaacy of the waste maternah Pertant enuds =
~"
3
, le be an.mp)ed San @)es sobened insing the
,,,7
,,,,,, _ _ _ r; _,
sa= 2'.ing protecch hated belos. for sam s tec
!,,,,,,p,,,.
phng waste with properues sur.Ilar le the Art Den muere er arise 365 i
?
W"
@f.t=f.. w..6 %__ _
._..:n _ __.
- =.Wr_.%..
- 7~2.#%..&
s.> Q.. :..e.4 n G d.
-Z 4..
.m g_.:
c M ' p-?W,.p~.a m _. n q, a n. n -, n _
.n p:2.?
r__ M,.m.m -e w. z ;.1.s%.Q'.y WC
~
r
.w...: p m.-
t M m. An >
i twe a-_ w e e.,s u r,
o,,,,,4,, p g
3 Tbe acb( ana'.cni po'.aine< f rm: 1.be ie) W at.fas ;:ner.: p ocreet at4 br n PtJane W
1
&cca auo:. Pmcr<u v aM tw ersjusted for encusse< fo at bear i be s F
tw parude sus l' the acDe snauru' thu a (de U a' the ret of the 34 bocr enrs.:
ga, g;.c. la g
au-Tatr urs per g s:: c! sr.ateru' equa.' tc penoa the pE c! the soluuor as no belos Eac Vor
@.c had as g
e g tatet tha: 31 cz:'o panc t.hroud. a 1.3 a.nc the anat.Am uz: a.znou.:: of act 14 ard ED.c asiru.1 SJ tr.z: (C.318 Entt i s:.a.nt. arc ates t the oper ste shC pmoetd Sc Su; 4 Lf the surtazr pe g s::: a'soboni has not bee: addet the the endewin DE SM be adjur.et u 8 C - C.2 a.nc the es anw (C E! atJ I
area b a=.a2)er o the paruc)e aiu na.rrty trazuo: eccunvec for a: not.:uona' four Sac ptfDu E
tha-speciftet abo *c the sobt amatent' boun act J whr2 the pF shal' be adjur Brbe, en: turj
)
shal' be prepa e< fo truscuo:. bJ crual.
oc a: one boa in'.trvals t.1 Tbe es g
Ing evtting or E.DC.:ng the anateru' ac tha' 8 At the end c' the 34 bov enrs gen trum un';
i 1: paa.stJ tithsh a 52 ans: (C 315 int 2.) s> eve penoc se,o.ag,< water shal' be adoe< te (L h tu g
of. tf 1.he anauru' h te a a:ngle prett. b) the ertracto-1r at a.znour.: scart:,1De< by het E:tt lxr i
avtjecung the snateru.' tc the "Structurs' t.be fobosa.::.g ecutuo::,
true *uuel 1 L
Inkt 1:3 PrweCure' eck-1 bet Intlos C
4 The soDC tcatena.' obta.tnet in S c; 3 Y* M 8%- 3 8 %- A the CLc a2:
3C.15 pr.4 1 shal' tw we:ghet a.nr plaert 2 ar extracte.
T tr.} doonned tsur u tw a60ed t
unt. It uroca tu weigh of desentact wuct h weigh' tr. g s::u of acbd charged tc es.
09: The pa u=*4 tw,.Jc f) a Dc ac: a. Dos the materu' te Cr) pnor tc t#s N r i
wtw 1 It pai L
te.shing Ptn pcpones of thi' test at at A al*.' of CJN acru acat added daring ca.
tra sc m euJ g
ee;;.aba ertts ter a one whath wC tenpan trs-Do P isrc u:na i su!!acieri arnauor. &c the aarture tc not trs&e suuet e !) preter.1 stratifscauor. of the sample
'3~*I'N E & k in Tbe Dn.
a.nf estrs:Uor flwt but a. lac tasare that al.'
8D the as.'.lf anau e
an :ple a;-f acts are ecstapousti trougN a Le phms as dea ~.tbec under ~6eparstao:
I 1:st contact witt. wt2 Ir.11ec ertiscuo:
- 8 the.: trsnafer
&m s* It the I
thdC 4 The laquMs rest.htna frtn: Steps 2 and 1 analysa em c
8 A.!te the acht analerta' and desentmet mM h cm.h be6ut f or a r u mec om irster arv plare< 1: the esirseter. the opers vsra nas I hasle ma: 4 pe un' oggtcg L
to abar begv. ag-tauor. ant socasure the 8 % a8 D t*< t: 8W k
EJ ttsf and m The bc u DE cf the soluuor tr. the ertrwter If the E k W & W Funa of am of fo-umegn pE as a tater tha & C the pH of the solv
- ** * * * * * # " ' I 'I I"
00r sta2 te d ec: taard tc & C :: Cl b5 0
"' #d ade J (J N aceu: ana U the SE tr ecu2
&c ci sem that.1.C. ac acrut act shou.lt be l
ECa*:tet t
adoed The SE cf the soluuo thalf tne anon.
3e8'c h W W bart::a a 3.13 a I
wen ng$23 a
Iso Tc as described benos. eunna the courne t
of the ertim:uo: asst t' tbt DE r1ets abovt SJ C.1N acrue acid shar be added te, bring or M having a h pon aeu
,1 arsuc em l
the pE dosi.tc 1.C t.2 Bowever nr. oc a LJ 14 /c= m"! psw"" eror.am' 'preme te "0
'U'**
""#'C t
L even; ar.ar the arr scste a.nou= et acse Wo4? tan C.
anoce u m asuue exeeet 4 se of w' w sciuue:. be:ng eterre asar w i.cc
= = wn: tb y
?
7b PD EIturis So:ss.ining h A M^rpute Ob44 nr< tro::
}
b 54 oan a
a g., M.
wbtn 6 0 M W dM Whn I
ee c tog.3c,4 n scing tt.ts tarne It m rie-ws:. bout 6-=*ar a &J ag /cz:* p unsar, a:f.
atter er:trifut g
,,=.ncsoed tha' the p m*w w Sertnua.1 vsruu::: Ehen er=alcring a e 43 and b enrsaa, g
ad.far. the pE caring the soarme a' the sa-3 tracur; wit.h a deesee maeb as the Type 45.A er N or.
rsuo: ec h : er 9
DE Castre, Der manafecced b; Chezntria. gew cum an "Tw et es fo-Nuar In:. Emsbe T. Drugre: F7133 a tu equ:va-att.Scht W ar.e. Pnya;:m; /Cbe= H:a] M e:.t, E
nent : sonfuncuo:==t a asetering puzre (3"' M* P",**#,
E and Funcreci of CJN acet.L acsd. If such a t
arr.czr. as not a va.La'h. the succrwtug i;
ananua.' p ooedurt shar u esr.pler.c
'Tu proome.:re h htenene ac rurun t i
ta) A pE mete shar he alfbrsted tc ac-emps.sua: s' the *Drt AhgukC poruct. et r
t scream vitt w manr.fanurw a =r-"w sbe wwa bas: an aabe amane: w tag a ema parucle mar > t 42 pa: If the amanA)e wE g
(b) The SE e' the enhrtact: abar Ine arr. Sher. satsoas eGer arparsuo: tech.
8 et,ected anc. t* - s, SJN serue aese encues sa: he used te aM at the DJtrsner.
a2.a.D be amasually adesc le the attroma As emoc'thed abovt. prumrurt EUtisua: b g
I tant: the pE rha IJ r 0.2 The pE e' esca)or,c te speed w the IDtrano: proomma the aclutho: abar be adfur.ed al 13. Se and Tu coes acr. ahe the nature of the empara l
1 3C atnate notereala macetna &c the acrt Mac. If heuW epes 30 arparste during 2D 1
nonger sotc7vs! If the pH eoes not have to be artDat., the wsr.e en: be oratttfurec If orp r
at.J.ar.ec awe than LAN SE unita Chea = =mr t
=
3 66 i
y
-_ -_=
m-
_.,u_m--
' ' " ~ " "
- ____-,,-, - -. - - - - - - ~ ~'
l
. 1 -,e 73 pg _.
.*r-
--m h.G;:.--- c' e. ----.-:r.my*h.::: __ -.4,.g-Wa
'W:*]
g 7--
sw..: N,s,t3,-T.,
3 ML b
eg Ib S h_,,Y, m U
Ib-E 5b
.j'O,
. a -
e...'.
-d
--,e i
= k-G, W
4 n
A
_1 I
.-Pewie<tsee ef b yW4 Ch.ep,< b-tr Weem+ets' Pr,+,choc %
M y 3,4 g
.s FE
- us.=er.
panc+d re ah.
be s!) Pobevat ana:W.ct s C eeuona free fai of it S cz: it t al.a; t, us,c at bear. E hot:n t.be Ew cJ: ar.4 ar sanc=bked witt a m emc, g s es.LAt.b fic: wic nee fi'u bed ermor.;Ls s' s C &! uJ:-o neu-Decs anc W.asu!s.c.ug hw m e ene of the 24 hea crirsrtier.
>E of the aclaue: b ne: beles ftw r mezr. bra.ne Po Cfm.h e a:ee te am ta u m a, pg. N 12' o' t w t.tx t= u a.= o um o f a.n d i t tr.'
futer a:.tr. css a p tfuner bed commsu:4 of be f a.b-wated te swe; the s&-J-:muom lsobda' ha.s 00: been adoft 1.he the foDerm.t 3PtfUsen 2: tDc earns po v abest. t: Pr. Art 1 k.Jur.ed te & 0 : C.2 anc the es amt (C &S anac ocneter metr.b-ase fase glam fusued fr at adf:uona? four 25tmo p-efDter, and scarne siam !!ber prt-Pepeed 6,,
futerlear be used I he m:0 bolde ehal br !! bed with E trhach t.be pH aha.U k at.Just.
(U) The vs.r.e shar be poured tote the fu.
b Intena.la I * '*OJN *I M*'
E.!L
" # U8I'#U E*DD D M a po".Jo:
'.nd of t.he 34 hon ervsruet.
(121 The remevot* abat h slerly gr ser.tr.
M k M h W h ha nts W d, agted gster shar be added sc had cZ beast beg *.ns te Los fm: W fk menaJons of a 3.3 t= (lJ 2:. n d a.=ete 31.1
- tt at a=ce: eete.,,;,ed by trste eauet at whl-t po::: the p turart gg 8'
III ALA Chnoel PD a ftsated vsr.4.
i equauo.-
1.be futer shal be at=.:Decate47 lowered to m=ples sna? be nar. It the forn of a 3J cz:
ICW)- A 10-15 paig Puttsue: ahar be entunued DJ 1r.) h neter a L1 tzt (2 I tr.) c7hnde-ut sater te be added astf b:ule Des commes for purposes of em*u.tus tha tes; 1: r.act w* c! solic charged te es trv) The p turarv shar be tocreased step the war.c anal be allesed te ctart to-me I
wier 2: It gun tD:*tinesu Sc ?! gnas asd fu E dayn p tor u fu*ther tr.1.,g 1
trauo: ec=usued n=tt Des a,-
or t.be 3 The en=ple boloe? ahat br placed tote S acett: a:3c adSed dartng en p warart.t:ng ssa bestna to e12; 1ro= the 11; the 8;ru:tu s' 1 ster-1t? Tur.e! the: the trsie oy uet i
tena' tt t.he ervseter shc be n 3 ne ggge cJ: shal be deprtar.insed, ha.=.=er abar be rsleed tc ru ana.u=m beath! anc d-opped h.1a shal be repewd the sobt m.aterta] rt=oved asc weighed and ft.t,e.: ttme,
.tc lu ce=ponent bould and
&a 6tarribed under $ epa. sue:
i,ne: tr,n e,,,e t,i,3,,,1,,,,u,:,pp,,,
tua. or.1: the czar of ftna' filtes'.lo: p-tor te 3 The snatens' thal be rt=tmed fro = the ads etr.Jung iro: Steps 2 and,.
analys,3 dascardec Dc not allow the snaten.
sa.=ple hol6er. we. ashed amt trsnaferygd sc I
.bmed TTua co=tmed b uit for t' reta1Ded or tbt fi:te. pad u d y pnor tc the cztra.ruct appa.rstuJ fc ervsruot.
I acif t! h haJ bes: that 4 pe tem we.as t:ana ted in rie; 2 6 k the ertise. and er.)The hculd pha.ne shar be r.ored at 4 C J aakhee' Proceda ts ft-J athrug Z uset i
CoeJa mtscas
' fo subsecucm uar I; 8'.ep 8 Jezed fo the p eneDer cf a.a.) of 2nanu specthed an Tatie 1 of The te seethoda for arWez:ng the a.
A K?merw'rJ /mics-tr> hoceda't i
Ju the Asa23.ai Procedc-es i
trs : are as foDoes I
- 10' 1
Ecu!D:nert A Bru-turs later'tts Teste-armem batta=. est.=r_ chro=.
i har.nz a 3.18 c= (1.2! t: ) d;ase;er ha me,
' = = '
'O f '*#-
]
.i Srpc't.tsee Proce.f a't
[ we;gt; 2 C.33 4 (L i! Ita 1 att having a hnaame. Ine the r y'th]er scan test sa i
D:2 441sthJc o;heneryuru a= : o-m
. A filte-bolser sesg aed for TP (2 4.$-trut.lo opbemoryp opio:ut acad:
ed4a hanns a Do=1na' po e sue arsue: occun duttag utstrifussuct. the 7er. Wetboea fo t.be treaaue: of hobe 1
ocnetets and capable of a Mr:ng D ult po ue: ter.:trtf urste l h futered E ar l Pr.r:2:m2 /Cbe=JW Me:. bode tinm.
I throust W c 43== fute pnor te becc=ina o M5 pen hye-es.au: pressart te pcr s:sd bJ rs!crt2xe, see l 3E.113 i mixed with the heujf po-co: c' the vsr.,
being fthered shc k used 1 fReme ved) pa setta.:*.::g now.h-ptive ob;410ed frc= the tatua? filtrsvar. Amt ana ear be effected tena that wt no: pas throurt the futer Por &E analtmen the methode c! suwed p sepsisuo-after testetfussuo: ts co:mene a scue ac.;uer. anar be used fo cua. t:f.e.ue: of pocnr a 1.! u rc=' primaa t c speces coneestrsuor.
wuu: fDun ez:picytng a C 45 Enc is trirmetec L fuur myec2a eni. k used (Por 1
On.noe at f;ntsuo: etulp=tt; o-lace -'Ter. We:.boda for Ev3.!uai-I kasu. Phys):m2/CDe=Jen? Meth.
(rpcrated by ref ersnoe. see p.
Lpendurt 23 kntended to rer.dt ac of the " free
- hquit po-uo: o i
r Frat: ans echt matter harms a k >9 &! per If the amenpie w"'.
y various et.ht: erparsuoc tact
(
be seed Sc a)f 1: the !Dtrsuor-bd abc'et, y smrart !;ltrstaat is a
[
L o speed up the 11:trsuo procama L kot aher the ha:ure af the sepats-g t
LM toes ancf. srperste eurtna 24 g war.e one k oc=tritured. If sep-g Cbman ast 367 g m _-
2.
9 iUQ#
},
v_"
l
. b vb if:0 l l
l l
b i
. g.
. w.
u
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. t.... : -
a te r r.::
B-K-i-2060 May 22,1985 Dr. William Stasiuk HTS Department of Health l
Btpire State Plaza j
'Rwar Ik:ilding Albany, hY 12237 Re: Modified Testing Procedures for kr241 Wehing ard Abso.p' don Poten+dal
Dear Dr. S*asiuk:
Wree mirer nodifications are proposed for the referenced test procedi:res.
We origim1 procedares were described in my correspondence to your office in letter B-Ki-2050, dated 5/15/85.
me nodifications proposed are described as follows:
- 1. Abso gtion tests will be conducted using soil samples similar l
to the soil beneath the larxifill.
Cbring samples taken by l
D:pire Ecils were not saved as previously re;crted.
Substitite j
sanples of identical material will be ottalned at a 9 to 10 ft.
depth adjacent to bore hole BM-12 adjacent to the la.W ill.
We latter is based upor the rectrinerdaticn of Mrjorie Rimldo Ime of Empire who is the expert geologist for the site.
- 2. Sanple agitaticn in the extracticn procedure will be perfonned manually by test personnel in lieu of a flask ttunbling systen.
his will be performed at 10cinute intervals for the test duration in order to avoid the cost associated with an NBS l
rotaticn ttrtler.
Furthernere, a vartrr. filtraticn apparatus with one staoe of pre-filtering will be used.
his is in lieu of a pressare filtraticn apptus.
)
- 3. We counting of all sa ples will be performed by and in the labaratory of Dr. A. K. Bruce at S:MT Baffalo.
His facilities contain app:opriate icw backgroand detectors necessary to gaantify and verify test results.
All contantinated sanples tested in his laboratory will be returned to EAD for appropria'a disposal.
WasNngton O'f a. P.O. Bos 5537. Roebiht MD 20255 Tele. (301) 25L9311
.n n o
i.- ; c:
' ' ~, ".. ! 3 2-I Your revie. and cone.:rrence with the above nodifications at yoir earliest convenience is appreciated.
Yours very truly, f
r g
~
s esident htM/pg I
.cc:
Dr. F. Bradley, NYS IDL
&. J. I.a my, NYS DEC W. J. Shanley, NYS der W. W. O'Brien, NYS DOH W. R. Ketcha.T.
'l 4
i J
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,