Document Q8Y0O853m952r6NnqxNgyeb6
by
IIn' "~aall CCoorrrreessppoonnddeennccee
ce: uC
9
of!
2 hog 0
wMsJB for MJMNOO
From:
Sees EEnnccaappssuullaattiioonn ooff HHaazzaarrddoouuss MMaatteerriiaall
Subject:
Date: June 27, 1979
IINNTTRROODDUUCCTTIIOONN mqq33Muu4ucaahniinststisitcmtcyyuaulrrlroorefeefrnntsstllqllyiyuiggahhnfftattallcicyyetedidehhsw waaizzitoaathhfrrddomotthuuohesrese Sppsllrrtuouoodbdbxglglieeecemmwaaanonofsddftedadassisihshspp-ffoorfrsorosamoamlml rCooeCfhsfheeemaaamorlclloahialirtrtgegeaeendaanndd Pm p p ubioniuolltccto oheoetnntnttstim rppiaoraraollolllllddlyyeueudcrcthhtiimq aaooirrunm nmgafrfnuaffulttaaliicctoim mienlalasitittetteiirho~ rirfisasoa.l.um lgohiirsesE Entncth""coaeppaxpeepsrbriscm uniulaoalanlw anteoteainignosotittnnlcelyyas'"li1slsfryrroeaeam mmaocpopvtrvrreeoioedsdvcceeeeassffrrsszrocoom hmww nhehseaenrrdeoefbbyy uStthhuneebcsoteenrnntavvrtiiorerloolnensm dmuecenm hnttiagsbbryyaatisllooponhccakkliitnthn,grgoucttghohheencrmm theataetetee,rbriiiaopalllloasww gtiiiitctchha,iilnnlyglaaaasvvcsoet,irrvyyecsosrttzaaaobmbnilleeces, eoftc. ACAshuennbmuus-m mtFbrbieaexrtr,eooffstuoceehnSnctcaaaapsbpsisulaulislazpatethiiaooblnnott, hm mecetoothhrnoogcdadrsnseitceaar,reeanpdaalvavaisaintiliolacarb,bglaelen.gi.lcass3s3Ml, udhhcgaeaessrasm uupssierecddi, oroeonntecet,.,o TC anhedmt-iFlilxi, ngto onstasibtiel.ize both organic and inorganic sludges prior to
landfilling on site.
aEEnncscamapapslsululalqatutiaioonnnt,i, tyoorrofffiixxeaaitttiihooennr,, veiisrsy eecctooonnxoiomcmiicocarallrwwahdheiernoaceetiiitthvheeerrmaddteeeaarlliiinanglg ww oiritthha aTTlaaarrsngm gdeefaillqqlluusaqanuntaatirintetytyitlyoooffcoatssfellidieggihhtnhtetlleayyrrbyvtt.ooexxryiiccWitomtmahxaticetferirioxiaaraltliroaffnodo,rrioww athhchietiiccvhhterennm oaotaesstduueiirwttiaaaabbslltleeeosr a mm oalaaifrrienennitidmm huufiessiizuuzlialifansnlilggllxyyiantrtregrllaaaannmnnlosedsddpfcpfiioaoiulrtlrnelltte,edaaddtt,ii,enoonennvbbauirubtrcctoyoosn.iisntmntses.nm.mWtuuaicctlhhhDDuuedeflleiiexsssttossaopotiscsscoaeoeonlcncnu,cuceroreefretrhdnndetohollavoatvrenneerd"rdafsftittteihlhaldleeblssi,w ,lddiuuazrsreatadbeb"isilliittyy mWw oiafagsshttthteeebiisesfixnaniolontltgowwwiemidddeeedlbliuyyymp,tphrreaeacnctWvtiiPiccrCoeeAdnd.m .preonvFFtiooadrrledsdslliisitgphghehottsllafyyil xoettodofxxiwtihccaestmmea"atsetpteararisbiasailelliszddeitidssh"ppeoiosrsaall m MucuaBssciiCeeigdAdh.iit nllnbteetTeeeaannhccddhehaeerllddetto..eewssittesdTThhaaaoelnnbssysddeoettthchhcaeeeoomsmmmmtmMeereePnodndCtnAtiisgsuummpwpwroeeopprrvsooeesssidissebmemediaassdldsseieeethtddeybbyyllooofifnnMMxggaaerradtttdtiievennrw ermrmasLLsesisitettttttaPallRbbpeeiialdlsiuioostfetfeyystttohhtiiheenn tehttiehrhee cMcPuuCrrArr.eenntt Tphpueurbbelliiccisaawwaalarsroeennceassssstoroffongtthheeposssoso-i-bcciaalllillteeydd CoCfhheemmaoodllviiettreesehhPaaRzzaarrdddueoouusstowwaatsshtteeess. Econoutcs
ECONOMICS
bJJeuussttoiinffiitcchaaettiibooanns,,isoonnocfceeepcprornooovvmeeinncstt,oo bbeeLaneednnfvviiilrrlooinmnmegenntttaahlelllyy"haaaczccacereppdttoaaubbsll"ee,, hhaass ttoo btTioennncc.ioinnneerrtAahastetsoourrmbiansaagisshsh3a,oanf0nd0d0escslotlnuounoddsmgg,ieecstaa.itheMMiidLlliawswnapaduoufkskieaelelelincccgooosssttttssheisaapp"p$phr1rao3zoxa5xir,idm0moa0aut0tsee"llpyyer$$44y55earpp.eerr cCStScooahohnstsoo.tteuuglloddoorffAysaa,sllu"aa"mosnnsrilddlniffigggii$hhll4ttll53llii,,yynn00gg0000hhwwaaozozttuaoouanlrrlsdddd$,oo6uu0llss,iti"'0khk0eeel0lllyyadanipndesdfffrpfaaioillllsllyllaelaiirnbbn.eecottshhssteeiittee$$idds1155 $iinn1ttoo3M5Mi,i$$n0n22n000ne0essppooepettrreaar ttootytenhnhaeer.
category, or $45,000 to $60,000 per year.
334M 008888990000
Exhibit 2567
SMMuaabddjeeecAAtvvaaiPillraaobbltleeecbbiyyv33eMOMrffdooerrrIInnIssnppPeecactilioomnneaavrnn.dd3CCWo,oppNyyoi.innggC2aa.ss0CC4o-on6fn3ifid0de9enntitiaall IInnffoorrmmaatitioonn::
Subject to Protective Order In Palmer v. 3M, No. C2-04-6309
22556677..00000011
| "7|
s3uMaAc000228800441122
\
MwPJasBge 2 PJJauugnneee 22277,, 11997799
CHEMICAL AND PHYSICAL PROPERTIES OF ASH AND SLUDGE
CHEMICAL AND PHYSICAL PROPERTIES OF ASH AND SLUDGE
T 8Ta4ab%blleeof II thsshehoowwsslsudtthgheee sssiiazzmeepleddiiswstatrsriibbluuottwiieoornn toohfafntthh3ee25aamsshehshaa,nnddorsslluu4dd5ggeme,i. croO Onvvsee.rr
mTT8e4hh%seeh.oaassfhh
sample was the sludge sample was
much sample much
coarser, with only was lower than 325
coarser, with only
.2% passing mesh, or 45
.2% passing
the 32 microns.
the 32
mesh.
T Tofaabbltleheses
IIiIIncaiannndderaIItIIoIIr
ccaoosnnhttaaiainnnd
the approximate thseludagpep.roxTim heatea
chemical composition shcheismihcaazlarcdoomusp,osiatciocnording
owttooofulMtMhdPPeCCAAbeinrrecelggainubuleelalartlatiietooodnnrssh,,aaszhaddruudeeaonudttoso slttduhhudeeegelle.etaaoddTthaahenaeddalscechhahrdrooim msceoe,nh, cawew zhnahtiridrllaeeotuittshoh,nee,acsslolcunuoddrgdgaeeing
w cucnooobmm uupldropnsotibsteiticiooalanrnbabaolelnl.lbbeaadssiissh..azaAArdossuiigsgnniidffuiieccaan ntott
portion of the sludge is the lead concentration, on
portion of the sludge is
a
unburnt carbon.
LLIITTEERRAATTUURREE SSEEAARRCCHH
aIInnrtttihhceelesA Apppdpeeenandlditixxwiiistshaarccaoodmm ipopuautcteterirvelliitwteaersrataettsuu.rree Osseenaearrccihhs.. byM MCooshstetmfooiffx,tthheeInc
N aNexorocntnieeecptlooeffs7t8thh-dee0e5a5aal3rtr6ttiw icwcillhteheisschraaadwppoppioueelaaadrcreetdidnveeettodo
wbbtaeoestaabeepsp.pptllriicaO cnaansbbelllaeeitsettdoob.y
3i problems, Chemfix, Inc.
3M problems,
except 78-05536 which would need to be translated.
"IInTnoaxadiddcdiitatiinoodnn,,HaztthaheerdoE EunnsvviirWrooannsmm teeenntDtaialslpoL Lsaaabbloo"rraatVtooorlryyumeccoonOnntteaa,iinnssbyaaRobbbooeookrk,t, eBe.nnttiittlleedd,, PPc"T oaojtojaiaxsosieenckk..apnrdocTTehHhsiiassszeasvvr,dooolluuupmmsreeioWrddaiisssttceocuusuD ssslieetsssipmoaddstiaieffl"ffeedrrV ieeson pnluottm sasesltt.aO abbnieiQl,luiizozbtyaaittniR iogoonnb/f/esrsrootolmliBid.pdiaifgfiei-- 7,
cation processes, prior to ultimate disposal. Quoting from page 7,
""TTshihteee.ffiinnaaWlalstcceoosnnsswiihddieercrahattiihooannve iissbeetthnheepuurlolttpieimrmlaaytteesdtdiaissbppiolosisazaleld
saeannnitddgei.nSseooellrW iiedddaii,sfttiieenesoddnwsccheaaicnncuhrbbeeehdavddleiaissnppdboofessieenledld.p"oorfof pieinnrlyaa
well stabilized
well
engineered, nonsecured landfill."
DDIISSCCUUSSSSIIOONN
i1.. CCoonnccrreettee
TTahshee agiingnrcceiingnaeetrreaattootror aacssohhncruuepptooenn. ggrraaIddtiinniggs uaannnddlikw weaalssyhhiinntgghatccooauullddcobbneecreaadtdeddeedd
sastuushepppapdlgliigiseerprerogswwaaotoleuu.llddtottAaasckksoeeunmcittrhnheegetem.m 1a,at0et0Ier0triiaaitlsol nuusunnnlollfeeiksssesaslyhhh,ee thww4aa0as0ts appcyaa,iciddo7n,ffco6or0rre0tecy
ooothrffec3cdo,on6nisc0cpr0reoetctseeyal.wwfooourulAldd1s0s%ubb.m ee inrregMeqiqxuu1ii,i0rrne0egd0dwiataotttnhsaac5oo5%%nf crbabyeyshte,vvool4lau0unm0mdeeclyaaa,ndddddf7iiit,t6ilio0oln0ningrrcayattaeet,,
moaairxllot3oucc,6ara0lel0
nniscooynnassbefeooccuuurtrree1d0d1%.ltlaoannM d1d.ffiixililnllg
is a with
is a
ppocosossnsicibbrieiltleiittyyandaass
long as the landfilling long as the
at
mixture is about i to i.
Milwaukee $44.40 x 2.5 = $111.00 per cy or $44,400/yr
Milwaukee $44.40 x 2.5 : $Iii.00 per cy or $44,400/yr
Concrete
Concrete
at
at
$40.00/cy
$40.00/cy
+++
tllaranannddsffpiiolllrlitinangtgioaatnt
$10.00/cy a$t10$.06.00/c0y/~"
==+
$t$5r56a6.n.00s0p0/o/ccryytation
at
3m $6.00/~'' 3M
008888990011
Labor 2La1botr o
and 1and
waeeqsqtuueiip/pm cmeeenmntet ntcchhaarrarggteiesos
ppwloluuussld
iittbe
iisrs eqlliuikikreeellydy,
tthmhaaatkt em motorhreies
than
than
aaaslulttb1eesrtrtnoannaatttiiiivavwleealsyaatett/ttacrtreaam ccMttieiilnvvwteeaurkaooennteillo .yy
if current landfill charges increase would be required, make this
if current landfill charges increase
substantially at Milwaukee.
S MMaaddeeuAAvvtaboaiPillraaobbjtlleeecbtbeiyyv33eMMOcfrofdorertrIIInnnssppePeccattilioomnneaavrnn.~di3CCMo,oppNyyoii.nnggC2aa-ss0CC4o-on6nf3ifid0de9ennttiiaall IInnffoorrmmaatitioonn::
Subject to Protective Order In Palmer v. 3M, No. C2-04-6309
22556677..00000022
33MMAA0000228800441133
D
y
wsMJB Page 3 Page Sake 27, 1070 June
3
27,
1979
3caCSMMouonpncdpdcroloreeieersesteernnoawaotnnotddulrrodoi3tubutbtiew iwnnooeeuwulllilyyddlliububseenseeghnatttarhohraodo.uusssetcoaaronnvddebbesselaliisooeeffvvaeec.cuu"btbthhihiaccaazttayyraaaadrroddccussoosnnococfrwfreaetsteete
briciv supplier fnd would be willing to serve as a "hazardous" waste
dCCooisnnpccllouusssaiiloonnassg::ent.CC Rooonbnccyrroetmteeetaiislsstthhdeeue iiddtoeeaalrligm mieedddiiituuymn, fsfootrarbisslooilltiid yd,iiffyyaiindngg
heavy metals due to rigidity, stability, and
Alkaginity. only the Incinerator ash fould alkalinity. Only the incinerator ash could BRevetrisdeeldyToAtfseterraigntgurailiscopnrcorpeetret.iewsi.thouBtoth be added to structural concrete without
adversely affecting its properties. Both
Te" Etude nd aon can by mised wih concrete the sludge and ash can be mixed with concrete iinhaaSohloinfsictcuireeddpr1iaonratitol.l,anbduitiltlhiengecolnoocmalilcys and solidified prior to landfilling locally
aSianroreen"saiccdunuerorrrnreoesdnnetctiluaynrepdnnoototeltantfn faiadavvlfooirrlaaflb,ubltleebu:.ruet
oIpttisohno:uld be the economics
It should be
2. asphant
considered a potential future option.
PA PW AWrShrsohoPipibhbtlhaelleealem ltmbBtossottahhw wn.iditttthhhuheeseaadsIsinppnhcc5ha0iian lnlteeptriraavaaterrtoeoerOrdNdesselgjTguruordadAagdGgdeeeaaabbriaaslinrl,iddittyyasItsohnaanniddsccoomm uulililidndknieim mlbbayeeallmm tihaaixaxlletk keddaaluliWw ninniliiteitthtshy ys..
asphalt and used to pave 3M roadways, it is likely that unless
I a widely asspersnd he materia) would seach out under acid it is widely dispersed,~he material would leach out under acid M1a6racthincoLnidttiltei,onsW,PCA,Acpnhdalthososlaiiddiftihcaattiiofntwhaesmidtiesrciuaslsedwouwlitdn leach conditions. Asphalt solidification was discussed with
Martin Little,
Dass their acid pass their acid RP3iCogHesa.ppr1ovianlc,h MPCA approval.
M cThTlTPeuhCheaneeaAckc, hshaa;sasnpptLedahfhsaosatrlhtl:,tet
1ww hsh0oaeeaouiCudlcHclddIoonutuhElhhlddaaavvtteoeffooifrrtvsoeoeissmtheebibeeeeleam tbbnherooroaoktkppteeehrrronneoibballwilieneonmmrw ttossosotuw mssldm miiattahlhlll
pCinedcietsi,on1 1 would enter & inch chunks, for lleaancdhfiinlgl. to simulate the worst
AAnteWnPCA72lheaocuhrstetshte condition it would
An MPCA leach test
w welaneassatechrrruunnaSoololannutniaadossfnppihhlalpal.Hlttwattoso
ss1ee.ee7
the
the
effect
effect
upon
upon
pi.
pH.
CAofntcelrus7i2onh:oursAspthhealtleascohlidsiofluictiaotnionpHww oualsd4n.7ot. be recommended.
3. coramte Comont Aggregate Conclusion: Asphalt solidification would not be recommended.
3. iC T TTThohtheeterihassm b bociioirslcsilallneC bbo,yyrremfafaoeananxndrdritruA titihndhhgeoecegdlirnmm neoeeigosnrnastsatttetetooaarrStttmtraraaalasschlchttiiacavvnnheeddunkobobsfofo,tthhtthhaeenssdlluuppddrfrgogoieerccseseedssw wsseoeiosusnullddrraeevvbbKiieeieelwwnmmeeiiddxxf.e.eodd
w 3B2to4o1,i07it030hn$030g300o0c.5Fal"a.cytppo,iervTTreheheletxtooytnnrpp.urridotsonoeodvddeuuecsccocoittnt,inogtcorhaarateteslTteim ediggahhsbsltyuutlpppaGcaplphegligougierrnerergekrgsegssh..,attHeeaa,,TnT rhdriihsisiisssfwiowronaaeorllrdtttatehhnerdrinnnbbaaLeottettaw iiswvveekeeeeinnl~nAiixs$$g32tao00nl.
being actively investigated by George Harrison and Les Axdahl.
Firing would destroy the residual organics and fuse the heavy Firing would destroy the residual organics and fuse the heavy nTohtrAoLtEecitnitvoe arecdeurnadmainccym:atrix. Then adding to concrete offers metals into a ceramic matrix. Then adding to concrete offers
Conclusion: a protective
Conclusion:
TrTTehhhdieiussncdauaarllntrteecernyrntn. aaCttihivovemeoissihhtooeuullddwasbbteeestt.hhoorroouugghhllyy
explored
explored
for
for
the current Chemolite wastes.
Amo
vor ~./JMO /mk Attachments Attachments
Mace Avaby3lH oar Insbpectlion and Gopying asCofdetilInformatn: Made Available by 3M for Inspection and copying as Confidential Information: SutoPrboteci ieOrdcerI Famer. I. No. C2.04-5306 Subject to Protective Order In Palmer v. 3M, No. C2-04-6309
22556677..00000033
su 088902
3M 088902
swaco2s0414 ......... 3MA00280414