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S' iWJ w "• • * - ' -

TONOLLI CORPORATION

NESQUEHONING, PA

EXHIBIT XII

VOLUME I

SdnyfkiU l owfly T*i ,

Map Nuratcr:' -i- V*K* * ; ' >' • ~; •Ay:*}M'::.*

.- • V'.'fffc :?.- .. ,r,

nude (hi* 7th day of June ' in the yewmncuvn hrrujrvj anil seventy-nine (1979 ) .

CARBON SCHUYLKILL INDUSTRIAL DEVELOSKBKT CORPORATIOW,a non-profit corporation organized and doing business under the !*«»of the Commonwealth of Pennsylvania, and having it* prlnc*?si offic*in Lansford, Carbon County, Pennsylvania, hereinafter c«lled th-jGrantor,

-AKD-

TONOLLI CORPORATION, a corporation organized, and existing undo, thelaws of the- Commonwealth of Pennsylvania, ha'vi.ng a place of businessin tne Borough of Ne>quehoningr Carbon Cconty, Pennsylvania,

hereinafter called theGiantee {'i1JaalioiK.r ihir sum lit ONE ($1.00) ,

I,iDalian [

in h I'fl i'.ill Hi IIM ipi v.l» rvot IN hoit'hy ,11'kiuivtkilj.vt). UK- (It.ml'ir . tt.iefl Ivi :b\ (twnt anilv-.tiu-i. <mt.i tli. 'rfjiiii'v , its successors and jvupivv.

At,!, THAI CERTAIN lot or parcel of ground »itu*te in the Borough ,of Nos'iufhom-.g, Carbon County, Pennsylvania, bounded and describ*»d !.15 fol lows:

iii-'IlNNXNC at an old copperweld marknr on line of lands of,i)]L-'H rorpnrat ion, said old copperweld marker being the extremefiom 'iwMst. cornet of original tract conveyed to Schuylkill CountyIrni'i:;'. i i.il nwclapmcnt. Authority hy lUmto Valley Estates, Inc. situatefin tii' North bant o£ Ncs.iuehon'.irt Creek; tnenoe from the place ofi>fj >:in imj alony .line of land o£ aforementioned Allted Corporationand dlfjmt thM Riisttorn line of lands of the T^naford - tnaldalo JointW.itiT Authority north twenty-five degrees forty-five nimitea andno Rccon'is Wc-st JN 25* 45.' 00" tt) for a distr.nre of nine hundredsixteen nnij tweni;y-nine hundredths feet (til6,.29l) to an old copperweldmarker in ,1 ston*! piloj thonco further along line of lands of thel..tnsforri - Cnal<talc Joint Hater Authority North eighteen degreestwor.t.y-f w«i minutes and no seconds West (M la* 25' 00" W) for «tliKt.inci. of two hundred fifty-five and twelve hundredth* feet (255.12')1.0 .in old cippurwuld marker; thauce along line of lands of theilauto \alley Knt.itus, Inc. North eighty-nine degrees no minutes >and no sucondn E«it (N 8y* 00' 00" E) for a distance of three hundredtwent.y-two and no hundredth^ fact O22.001} to a point} thence ),ilon<) Line of lan-is of Schuylkill County Industrial De »lOp«wintAuthority, south eighteen degrees six minute* and no seconds eavt(s IB" •">(,' 00* E) for a distance of one thousand one hundred [t.wnt y-sevtin and six hundred ths feet (1,127.06') to a point; thencn !;rilon'j the North hank of afotomentlonod Ncsquehonlng Creak South ':r-jqht.y-ninc degrvea thirty minutes and no seconds West (8 89* 30' 00* M) ;for A ilistnnce of one hundred ninety-throe and forty-tnree hundredth* |f*.•(,-1 (193,43M to the place of beginning. j

CONTAINING 291,979.35 Square Ff-ot (6.703 Acr«*> and being *hownin i)ru<iter detail on a plan laid out by Merlyn J. Jenkins, Registeredsurveyor, PottdViJlo, Pennsylvania, dated July 31, 1978, and beingdi-:,i'jR.itud as Plan 191298.

TOGETHER with the perpetual free and uninterrupt««J right inronuooti with Schuylkill County Industrial nov«lor**nt Authority* liToni>ili corporation and thoir respective •uooeisorB and a§»lgn»to travel over, through and acro*» the following described pre«iM«,

8R10087U

i • . ' • t > » • ,.-•• •iooVud oe the South line Of ;tb*',«iw«described premi***; **i4 point b*ing aitaat* north eighty-fiine degreesthirty minutes mad po-a*oond* Baafc Ol •»• 30* 00* ft) a mat-annaof twelve and no" buadradto* faet {12.00'} from an old oopp*rv*ld•urvty marker located .at foa'Southwest corner of the abm* describedpremise*, aaid oopoerweOd mvmy marker being a point 00 lin* of , .Alltod Corporation* thano* from the place of beginning through ,£vlands of the above daacribed pramisaa North one degree forty savan mini ~and no aeconda Vest <M 1* 47* 00" ¥) for a diatanc* of on* hundred thione and no hundradtha feet (131. OOM to a pointy thanoa fartherthrough th* sama North fourteen d&graa* twenty-six minute* and noseconds Ea*t <K 14' 261 00" X) for a distance of one hundredthree and no hundredth* faet {103.00') to a point) tbanoa atillfurther through th* aama north fifty-two degree* thirteen minute*and i.o second* East (U 52* 13* 00* E) for a diatanca of eighty-eight and •eventy-tvo hundredth* feat (88.72') to * pointy thencealong line of land* of Schuylkill County industrial Development Authority;South eighteen degree* aix minute* and no second* Bast (S 18* 06'00* E) for a diJtanoa of thirty-one and eighty-six hundredth*foat (31.86*) to a point* thence still further through the rfbovedescribed premise* South fifty-two degrees thirteen minute* andno second* West (B 52* 13* 00* V) for a distance of ibcty-eight andEifty-throe hundredtha faet 168.53') to a pointj thencte atill furtherthrough th* cam* South fourteen degree* twenty-six minute* and no *econdameet (3 14* 26* 00" .¥) for a diatanc* of eighty-eight and fc ty-onehundredth* feet; U8.4l*V to a point; thence still further throughthe *amo South on* dagra* forty-seven mj&utits and no **onnd« East(S 1* 47* 00* B) for a distance of ona hundred twenty-eight and sixty-twchundredtha feet (12S.62M to a point; thancu along the aforementionedSouth line of the above described preni*** Jiouth eighty-ninedegree* thirty minutes and no second* Wast (S 89* 30' 00* W) for adistance of thirty and two hundredth* faet (30.02') to the piac*of beginning.

UHDEfc AMD SUBJECT. NEVERTHELESS, to the payment of thefollowing mortgage debt*, with interest thereon a* thereinprovided, it being vxpreuly agreed that this conveyance is madeon the condition of the Grantee'* specifically assuming liabilityfor th* payment of the debt* aacurad by th* hereinafter mentionedmortgage* and the Grant** by acceptance of this deed hereby agree*to indemnify or reimburse th* Grantor Cor any loas which it may

1 sustain by being required to pay the mortgagees, or their•accessor* in interest, in satisfaction of th* debt for whichsaid aortgag** were given. Grant**, also expressly hereby agree* tobe bound by and to perform all other covenant* and condition*contained in the said hereinafter mentioned mortgage* in addition

; to ansuming payment of the dabtatA. A mortgage in the principal amount of 12.000,000.00

from Schuylkill County Industrial Development Authority to American SBank and Truct Co. of Pa., dated December 14. 1972. and appearingin the Carbon County Recorder of Deed* Office in Mortgage Book 252,at page 258.

B. A second mortgage in th* principal sum of 92*0.000.00given by Grantor to Pennsylvania Industrial Development Authorityon June 7 * 197 9, and recorded on the Ban* day in MortgageBook ZJff , page 7JJ .in the carbon County ftaoordar of D%edaOffic*, whicn nortgaga was a»u*ed by Grantee by Agr*e»*nt dated

Juno"| * I???* *n4 recorded in the aaid Recorder1* Ofifioa<n Beak 3Jff , pag* Vt? * *nd to which the mortgagedescribed in paragraph A has bean aubordinatad by instrument ofieven data*

C. A aortgage in the prJnaipal Aiutunt of $100.000.00 frpsiSchuylkill county Industrial Development Authority to Anerloaa Bank aad

D. A firat mortgage yiven by Grauatee to Maarieaa tank anaTruat Co. of Pa. in th* amount of $350.000.00 dated aoramher 30and recorded in the Recorder1* Office in Mortgage Book *>* 2*5at page 2»6

OKDEB AND CDBJBC7. MKVIKCBILBftS, to restrictions anacovenant* of record which run with the land, and the exception!)reservation*, easements and rignt* of way appearing in th*chain of title.

BMWG THI SAME VBEMISES which To noil i Corporation by deedof *veti date and intended to be recorded immediately priorhereto granted and conveyed to carbon Schuylkill IndustrialDevelopment Corporation.

i*ef1ii*Kr Ji*ai*ii*yuBins*iiio«ia\itliatGi»iityt ft«t the Gnmtor•mmlrtally " Wtmai «W rimer dcbnA tko wita!*i dmat

a*n Jim i»ti M>< HIHUV MBJII i taio iw Ctmot t it" suoceaeor*tfcttcotf* by . (tamer vedet M . rtK« or «ny of them,

, the Ointor tu* CJUMH! lh«* prcscnii to be duly orctMMl, the *-

CARBON tCHl MULL IITWJSTRIALCOWOKATIOM

SU 01 fl VS-.MS \M\

I'l 7*. twu-ir me the:hi* th. 7th J j t . « f Jur..;>ivjn,l John Harusi'hak , r

rresident , of Carbon S^uylkill industrial DevelopmentCorporation. -.

ttti U (h*- p--rv..t wti.Krium. irt. r dl k Mlntmlvtli th..( »K o\.-.ul«-.1 iliv *ji".- !-'• llw

Lama for*. **. U»2

no, >'.,-•*-•*.—?Lrzi—

SECTION I'COMPLETE FOR ALL

Carbon Scl'uylkill IndustrialLandlordA PA^__ _ _

Nosquohnninq , ('

, OC4TIOH OF LAMD. TtMfMEMTS AND

Nesquehoninq

TAX EXEMPT TBiMIACTIOMi 1.' TRAMiFtB IS >>AR.T1 ALLJT OR.WHOLUV EXEWP L^MP" AMQyMI EHf MJ«T,»£v%OH [s> AND cnc POR-HO* .-« - AW. _Tran t^e £l 1 s /tr.om ~hon-prtf f i t .inaTjs iajI?-Sidlop -Q'1'.' anencv tc _yn indust.rial_ rojrpjratjori ang; tnefp^ore" gxerrtpt

Segolation 40 S.

[F THIS IS i f 3M4SFBR FROM A ITHA*, ACENT OR r"»US

SECTION II(COMPLETE OHl Y IF PROPESIf *Ai SUBJECT TO LIENuP MORTGAGE AT THE TlMt OF TSAHSFSS)

SECTION 111(COMPLETE ONLY IF TRANSFER IS RESULT OF JUDICIAL SALE]

CIAL COMOUCTWC SALI

SUCCCSIFUL SIDOCR

J^ »'-**'">-'*.*V« .ItelM -• •_ J- *»iog««w».-. -Ty-»nj aM

RR 100871

MAW. (He ————— 29th ——————— iyrf March, ————————————————in ifu- year nineteen hundred ind SeYenty-Hin* (1979)*

BUiWtt-N DANIEI,ZEI(H,ERnand KIRTHi A. ZEICUa, Jmsband and wij>, ofFt. D. l, NesquehonlnK, PennayTmnTa, partiea 6f toe fir at part » ———AJ£

TONQIil cgRPQ vnov, Ja Pennsylvania busines*. corporation_faud.n( a __registered oTrice afid princibal place or tiuiineaii at ft. Bi t» iwacru*-honing. Carbon County, Fenn*yTv&Gia • ——- ' • •—' " >• " < •

nufxxaium at body poliil:. netted by tad existing urdci iht U*W fll die CounoaWttllh o( PtaunjrJvini*,vmii tli domicile ill the »-•—••*:•• • • ...I-HIM ..---.-———»».. • ••. n- . .i».i»..~——..--—.—.

£atr f <* Carbon, •>— —..-.... • party at &e mood put: tWrrNESSETH, Thu ihe uld (titles uF dw fint fHt, far tad to co»ilJ*ittMi of the ttm of

l.mful nwnry -i( ilic United Suie* o( Atncrla, usU then • —-.....-... wtfl *a& wAj p*U Vy duunl i>Jttjr of the •«coad put, at tnd before Ac telling *nd delivery of tbew prwent*, tie eecoyt wbcnafi» Itcichy uVnowietlged. bcTQ &nntad, bupletJ, told utl cauveyed snd by tbetc ptncntt do gnat,luigitn. tell *n«l ranvcy unto ihe taU p rty of dw Mcood put, lu Kiomoci WK) a«ig&c forever:

ALL. THAT CERTAIN lot or piece of land situate In the Borough ofNeaquehoning. County.of Carbon and State of Pennsylvania, boundedand deacrlbed a* follow*!BEGINNING at.an iron pin. said pin being located at the interaactipn! if tne.eaBt line of tfi«.Acc«s*_Ro*d to Tonolii Corp.* * ^, .ine of the Ceutril Railroad of Hew Jera*yi tnence aloi,.ine of th* Central RailroadfcQ?J»81fc>2*.rBr '—— ———! *r« f WflB ten •eoonaa ea*t tN TOSUfeet,§theor

IKING two hundred tiriity-fqur thousandtha teres •R . ca.) am__.._ on DrawiniTo. roJSTdit*d myS?. 1975 of Ronald ft. ttrpafc,P.K., attached fiereto and Bad* » part nireof. • ^IT BEIHQ TRB 3AMB FaSMX$B9 which Baate Vallvylatataa. Inc., byitaDeed dated Au«u*t 2l7l974« »no>«ooTd«djS iha Reoorder of Oaedaoae* of Carbon County on December 20, 1974. in Dead Boole »o. 355|at Page 183, xranted and oonvayao unto Denial Raitier and Martha A.Eeiglur, husband and wife, Orautor* hereof. , • . . . :^TKI3 COiTTEfAMCE i* subject to all exception*, *a**m*Qtft. «aen*tand condition* aa contained la prior d*«da> ;.:_ ; .'>:.? /'.JB; i ,.Thia document may notooal ititle to the ooal anddeacrlbad or refecoal bava the oomio that eonn*cti«n,-.hou«t, bull

RR100878

1mm* eml jedtt **•* amiAs mtf *•*? «f «*•« ft* la m* ****

•Wemy.mtA.meL • . ' "

«t staml *> am msmv

of the tirat part, thrtret •nitiiPij *wl Isimiihil M •> W, wfd> At

At wid prty of tW •amd PH% M mnasMa tad am M, to amt fer tmi erif meem e» m>i WM!rf tW Mid putj- tf &• enaei pitt. Im VMemrw tW em^mv POmEVEa,

- - -2 0 0. C 0 spklfTHEB VALLEY SCHOOLCAAOON COUHTVi,t* aw. «HWt MMffCR Ml

tetnaw «. »•>.jcrna.ni otetnaw

ntd jeAaaoC At fiat put, be

IN WITNESS WHEREOF

•flR!00879

.*».«~! • AXIKL ZEIGLEK and MARTHA A. M1CLER, hu3band and wifr,

RECORDED fa *• Ofc. fa< R-*1k* <* !»"*•*• *« "* "" ""•|LED ta- - — - «.

ftRl00880

10**? Tsi

, rojtfeUm 30th diyof Kowabar is DM year

sincircn hundred and seventy-eight (1978).

JOT.IWWM, SCBUYLKILL COUNTY INDUSTRIAL DEVSUIPKEMT AOTHORXTY, S bodypolitic and corporate organized and existing under the law* of theCoaaonweelth of Pennsylvania* with it* principal place of bu*ine**in Pottsville, Schuylkill County, Pennsylvania, hereinafter calledthe Grantor,

-AND-

TONOLLi CORPORATION, a corporation organized and existing under th*laws of the Commonwealth of Pennsylvania, having a placa of bu*ln**>in the Borough of Nesquehoning, Carbon County* Pennsylvania)

liurcinafter called the Grantee

li.it m t'lmsiilfijinin ul ilK-Miiiint ONE (51.00)

i'nl pinl i In' K .-i;M wlii'it-ni is li,'ii-l»> ,Kki>.iM|i-iJ)<al. iliv <iMiitoi . dues hvrvhy ttriiitl andwi, ,,m., itn- «,i.,niL , its aucceasois Jm| ,i*.«j|m*

ALL THAT CERTAIN lot or parcel of ground situate in the Borough! of Nesquehoning, Carbon County, Pennsylvania, bounded and describedas follows:

iJiiGli.'MKG ML ait old coppbrwuid marker on line of lands ot. Alitod Corporation, said old copperweld marker being tho extremeSouthwest cornnr of original tract conveyed to Schuylkill CountyIndustrial Development Authority by Hauto Valley Estates, Inc. situateon the- North Mnk of Wescjuehotung creek; thonce from tho place otbeginning along line of land of aforementioned Ml ted Corporationa»u along tho Eastern line of lands of tho tansford - Coaldale JointWnter Authority North twenty-five degrees forty-live minutes and

• no sec'onus Wist (N 25" 4V 00" W) for a distance of rine hundredF sixteen and twrnty-nin« hundredths feet (**lf.29*) to an old copperweld• marker in a atonn pile; rhence further along line of lands o£ th«Lansford - CoaLdale Joint Water Authority North eighteen degreestwenty-five minutes and no seconds West (N 18" 75* 00" W) for t'distance of two hundred fifty-five and twelve hundredths feot (255,12*)to an old copperweld marken thence along line of lands of theliuuto Valley Estates, Znc. North nighty-nine degrees no minutesand no seconds tlast (N 89" 00' 00" E) for a distance of three hundredtwenty-two and no hundredths feet {322.CO') to a point; thencealong line ot lands of Schuylkill County Industrial tweloptnentAuthority, South eighteen degrees 19ix minutes and no seconds east(S IB" i)6* 00" E) for a uintanre of one thousand one hundredWent ,---icv-Mi Jnd six huiuiruuths t'_•(.• t (l,12',0l>') Lo a IxjinL; thuauvlioii-i tin- North bank of nCnromontio'ted N'-squehoning Crook Pouth•.•i-Ui' •,— iLiiu- (leurocs thirty minute*? and no gcTonds West tS 89* 30' 00" W)tor .t'dist.im-o of onn hunOrod ninoty-three and forty-three hundredthsit-ct {i'U.41M to Lh.« pKn-c o£ Iwyinning.

f«jt!'iAiNirni ."Ji,'H't, 10 jiuu.tr** F*'ut (ft.703 Aor*js) and botng shownin -iroau-r Uftail on d pl>in laid out by Mi-rlyn J. Jonkins, Rugiitcred•Survi-yor, I>i>i t.:;"i 11.-, I't-i'iisylviinia. datod Ju)y 31, 1978, and l>eing

•rmiHTMi:!* with tl>.- j.r-rpt»tui*l true and uninterrupted right ini-nuiiiiou with liohiivlkilJ fovinty Lmliiiirri^l !w.v»jl«.ipp>r>nt Authority,'i-noll! I'm (ici .it ion atnl thc-ii I1«1"4pt,-ctiv(- Buc-uussors ami assignsji' t t . i v i - 1 ovft , Lhi'uu'jli ami afross tlio Collowin<i dt-scriU-d premisvB,

^ 339 • 43«i

>\t I UlAUt I lit V'U.U

iECTlON I, , . , , (COMyLLTE fOH ALLill iNnmt y irnltiM ri.il

iimi, PA. 1R240

LOCATION OF L*MO, tFHfUtHfS AMD HEBtOI I AUbHT%

FULL COHitDKIIAnOH t 1.JUL-. ... ._________ ....,„ HlGMC* f XVSEMtD v*Ult » .————————— —— ————

FMHUAHKtT VALUf *_ ___ ____.__. .„.__ ,_^. WtALtT rRAMtftx TAX f*ll> J -''- l^ ——TAX EXtMfT tKAN^ACTIOHV If 1RAN1UR ti PAATUIJLY OH »HOUUt tCEMPT. SHOW AMDtlMT UlHPT.RE*iorf t>i AND CITE witioK OF L*«.,l£OnsTir T» .Trpm gon itpfTt InuuBtrTiiT ' L^^•hSiim^nt IMOIU-V to .in fngustrial corporatl g no TioTgfori' oxom rUnifnr ItofTiTTSVToiY s»lH. "" " ' ' ' " ' " ~~'———• — "~ - -'—'——™""

FHQM A STRAW, AGENT OK IRlIM A&HtCucNI, Cp«4lM FT IHF HEVERi! SIDE.

SECTION IIICOWPUETEONLt IF PROPE«f> V. A.S SUhJCCT TO Ucrt OK MOKtOaC.t AT THF TIME OF

UOHICACE; i

G I UN O« O^l If. Vll;iH y U1<,l""IU 'H

.uiMf.ai.gfH

SECTION 111(COMPLETE ONLY IF TRAHSFER IS RESULT OF JUDICIAL

OFIHCIM. COMOUCTIMC SALEN

SUCCESSFUL MOOCH „ . .,.,"

noetic*fKIOIRCCDKOkDLIIMr»l9K 1 1 CO TO 10 MMTCACIH1CMI IHCOMES ttflgTSAGf ———————

tAT{a RCMT DUf

AHK

MM

JUOCKUIHT «-UiFtlOt LttM

1, •:*•'.»» • •-';.;,.» AiWi- -5. •,•(.'if1 ———————————

mm

Aobiro*

AOEMM*

«"'«

t-'.U-'--: >'••:•' .'* -ti

„«, ,- ...*»S

CALCULATKMH UUIT S| W

*'**•* ' '...r

- : *A g

»AU»i"nl<a ,*

; V ,,. V;U. .. >j--« - 4jS WBi K»iaieiQyK' T*)S£tt«£!& lu0A< £wt '- _- ^ ,_

B isaaggaBKS " FKSfiffiSSfc.U' fe ' ^•MSIja SJSS1- * ! WM'; iiiwVyryiff?™ BB|• M ,!--. rttrfi'tift nfl" — ~" — ''I'JM

AVLOf THE MKfeM'

£ee title to which promise* i* nonetheless excepted and reserved fromthe hereinabove described premise*:

ALL THAT CERTAIN lot or parcel of ground situate in the Boroughof Nesquehoning, carbon County. Pennsylvania.

Beginning at a point located on the South line of the abovedescribed premises, said point being situate North eighty-nine degreesthirty minutes and no seconds East {M 89s 30' 00" E) a distanceof twelve and no hundredth* feet (12.00') from an old copperweldsurvey marker located at the Southwest corner of the above describedpremises, said copperweld survey marker being a r int on line ofAlltod Corporation; thence from the place of beginning throughlands of the above described premises North one degree forty-seven minutesand no second* West (N 1* 47* 00" W) for a distance of one hundred thirty-

K) °nc and no hundredths feat {131.OQ1) to * point) thence furtherthrough the same North fourteen degrees twenty-six minutes and noseconds East (N 14* 26' 00* E) for a distance of one hundredthree and no hundredths feet (103.00') to ft point; thence stillfurther through the same North fifty-two degrees thirteen minutesand no seconds East (N 52° 13' 00" E) for a distance of eighty-ciqht and seventy-two hundredtha fact i8fl.72') to a point; thencealong line of lands of Schuylkill County Industrial Development Authority,South eighteen degrees six minutes and no seconds East (S 18* 06*00" E) for a distance of thirty-one and eighty-six hundredth^foot (31.86') to a point; thence atill further through the abovedescribed premises South fifty-two degrees thirteen minutes andno seconds West (S 52° 13' 00" W) for a distance of sixty-eight andfifty-three hundredths feet (68.53*) to a point; thence still furtherthrough the aame South fourteen degrees twenty-six minutes and no secondsWest (S 14* 26' 00" W) for a distance of eighty-eight and forty-one

A'Kl • hundredths feet (BS.411) to a pointi thence still further th.ough»«*3 H the same South one degree forty-seven minutes and no seconds East

{S 1° 47* 00" E) for a distance of one hundred twenty-eight and sixty-twohundrodths Eeet, (128.62') to a point; thence along the aforementionedSouth line of the above described premises South eighty-ninedegrees thirty minutes and no seconds West (S 89° 30' 00" W) for adistance of thirty and two hundredths feet (30.02') to the placeof beginning.

BEING PART OF THE SAME PREMISES which H&uto Valley Estates bydeed dated December 14, 1972, and recorded in Deed Book 332, atpage 636, in the Carbon County Recorder of Deeds Office granted andconveyed to Schuylkill County Industrial Development Authority.

1M.17901

«••

ARI00883

tl^ K WALKERRECORDtR Of DEEDS

llu-l.i.iin.v llul th,' C,MIII.-i til XII ,u

anil •ipiHirtciuiwi's unto tlic (it.un

In TOitntfifi Whereof.day aikl yejl lirsl 4lvm.< *mu-i>

SCHUYLKILL COUNT? INDUSTRIALDEVELOPMENT AUTHORITYanb Iwitimb

\£ rf ;*-_<•

Un lhi>. Itu- 30th Ja\ ,.t November |*> 73 lu-lm.- m*- thVISCEMT C. MILLER ,

Chainun of Schuylkill County Industrial Development; Authority,

fa Itw mlhHi «kvu ami *.kwn*IcJci-d llul he I-V.MIU-.! tlu- •oim- lot im

Witttttf Wbtreo(» i K-unto »>% t-j.-j .j »ti.cut1tt« addrcM nf <iranlee t*

211 lee* Li*

100885

. j*-

... --i.... : --, ... ;--•- --•>, - .."•gs.v.i, '. • ' ,.~ w ;---;. -fxil&i??-- • y .r*. -'• -•• T-%3B|ftg£Le -" ., '»*--".-

J.«fe'.-.-V- -•

'""""": ' - ** T|f "'"' • -- rt;•"--, v- ^ ^ ii' - " " .- . "•"""-:.-f;T->-;-.£ *r':5i

fcS*".-!'!. '. ^ *" ^' ' .•"' r'-•:"T r-a BrtM B ^ ^ ^ ^ g r -l" '.t s fflS -" '""-.-- -_ .'-7™T -ft D ,1,. ft.A AJfcS :-' ^ ^ , - . .t ^ •

TONOLLI CORPORATION

NESQUEHONING, PA

EXHIBIT XIIIVOLUME I

SURFACE IMPOUNDMENT SECTION

General Description ————————————————————— Page 1

Waste Analysis Plan — -. —————————————————— Page 2

Security ———————————————— - ——————————————— Page 9

Inspection, Procedures and Schedule ——————— Page 9

Personnel Training Program -- — •_--; — rrr: —— rrr

Procedures to Prevent Overtopping ofSurface Impoundment —————————————————— Page 13

Waste water Storage Lagoon Construction ———— Page 13

Employee Training Records ——————————————— Page 14

TONOLLI CORPORATIONNESQUEHONING/ CARBON COUNTY, PA.

SURFACE IMPOUNDMENT SECTION

A. GENERAL DESCRIPTION

Tonolii Corporation operates a secondary lead smeltingplant in the Borough of Nesquehoning, Carbon County,Pennsylvania. The plant receives lead acid batteries andother lead scrap materials for processing. During theprocessing operations a lead-acid waste water is produced.This waste water is collected in a lagoon and is thenused in the emission control scrubbers. The volume ofwaste water is effectively reduced by evaporation duringthe scrubber process. The major source of the wastewater is from process operations. A storage tank with aminimum capacity of 500,000 gallons is located next tothe lagoon. This tank ensures adequate waste water storagecapacity. Waste water is also pumped to a waste watertreatment plant from the lagoon.

The lagoon is approximately ISO1 x 701 x 18' which includesa 2' free board. The volume of waste water that canbe stored in the lagoon is approximately 450,000 gallons.the lagoon is constructed with 3:1 slopes and is linedwith one sixteenth (1/16) inch butyl rubber.

A groundwater monitoring well (M.w. f 2) is located asidethe lagoon and a shallow monitoring well (M.W. #9) whichis also located near the lagoon, will detect any leakagefrom the lagoon and insure early correction of any leak.

As stated above the waste water is acid water fromsecondary lead smelting processing. The E.P.A. hazardouswaste identification numbers assigned to the waste waterare D002, D004, D006, D007 and D008. The physical classof the waste water is aqueous-inorganic. The averagevolume of waste water produced is 22,500 gallons per day.The maximum volume of waste water experienced was 33/430gallons per day.

The waste water lagoon is not located in the 100 year floodplain. It is located within 100 feet of the Nesqu.ehoningCreek; however, the creek did not flood it's banks duringHurricane Agnes in 1972. This storm was considered a 100year storm. Therefore/ the waste water lagoon is in nodanger of damage from flood waters.

""00688

Once the 500/000 gallon storage tank is constructed andthe battery crushing areas are enclosed the storage lagoonwill eventually be closed. The closure plan for the lagooncan be found in the section entitled "Closure Plan forWaste Water Storage Lagoon".

B. WASTE ANALYSIS PLAN

Analyses of waste water have been taken since the lagoonhas been put into service. These analyses are included inthis report. The parameters that will be tested for inthe future will be those required by the Pa D.E.R or U.S.E.P.A. The test methods used will be methods prescribedby the ASTM Standards. The grab sample method will beused to obtain samples to be analyzed. The samples willbe obtained with a "Pond Sampler" as described in "TestMethods for the Evaluation of Solid Waste, Physical/ChemicalMethods".

The frequency of sampling and analysis will be determinedby the Pa D.E.R. or U.S. E.P.A. More frequent samplesand analyses shall be taken: 1) when necessary to ensurethat it is accurate and up-to-date; and 2) when the owneror operator is notified or has reason to believe thatthe process or operation generating the hazardous wastehas changed.

The waste water that will be stored in the lagoon fortreatment is acid water from secondary lead smeltingprocess. The analyses that will be performed will bechemical/ chemical analysis priority pollutants byvolitile scan, and volitile scan, organics.

Included are chemical analyses which were completedpreviously.

100889

ALLENTOWN TESTING LABORATORIES, INC.• . . . . . . . . . . .754 EAST FAIRVIEW STREET • BETHLEHEM. PA. PHONE [21S)-86S-2674

Inspection • TeJling - Research . Chemical Analysis • Industrial Radiology • Soils - X-Ray • Waler - Sieel

Certificate of Test and AnalysisDate 5/23/84

Tonolii CorporationFor: RD #1 PA Route" 54 Lab. No- A 2008

Nesquehoning, PA 18240

Attn: Phillip Getty _ _ Report No: CH 84073

On sample of: Lagoon Water

reived: 4/30/84

Marked^ Chemical Analysis

Examined with the following results:

rag/1 mg/1Silver 43.01 Sulfate 200.0 '-Arsenic 5,2 Nitrite .007

. Chromium .18 Nitrate 1.1Mercury .0049 Ammonia 0.23

: Lead 107.0 . Oil/Grease : .41

Cadmium ' 7.6 , Total Solids 2145.0• Jrfagnesium 38.5 , Settleable Solids 1689.5 '

Selenium .025 Dissolved Solids 196.2Barium _ 1.3 Dissolved oxygen 8.6Flouride 1.25Total Iron 2.7 Acidity - 322 ppm I;Dissolved Iron .35 PH - 1.0 - 1.1Aluminum 30.0 Color - 4-3 units1 ' Turbidity - 230 FTU

BOD/5 - 1200 mg/1DO - 9.3 mg/1

Respectfully submitted,

* Reported to: ' ALLENTOWN TESTING LABORATORY, I

-3-ntn Mo. A3-102

All Reporll are Ihe confident.il properly of clients, and information contained may not be published o» r«produced, pending our wrillcn approval.

A\// /' ALLENTOWN TESTING LABORATORIES, INC.y\______•_____•______________________754 EAST FAIRV1EW. STREET • BETHLEHEM. PA, PHONL (215)- B65- 2674____________

Inspection . Testing - Research . Cht-niical Analysis • Industrial Radiology • Soils • X-Roy • Watur • Stool

Certificate of Test and Analysis

Dale 5/23/84For: Tonolii Corporation 'V

. RD #1 .PA. Route 54 Lab' No A ^UUS ' -.; J.Nesquehoning, PA 18240 rt ir rt" "• vReport No: CH 84073'

On sample of: Lagoon Water

Received: 4/30/84

Marked: Chemical Analysis Priority Pollutants by volitile scan

Examined with the following results:

All pesticides (16) <5 mg/1^Phenols - <20.0 mg/1Flouranthane 5.3 mg/1Bis - 2 - ethyl phthalate 47.0 mg/1

• Dianbutyl phthalate 3-3 mg/1JPhenathracine/Anthracine 3-'7 mg/1Pyrene 1.8 mg/1Raw non detectables <1 mg/1Ben ze dene <2 01mg/1Hexachlorocyclopentadiene <20 mg/1

; PCB'S <50 mg/1

Respectfully submitted, . - , . " . ' *

Reported to: ALLENTOWN TESTING LABORATORY, INC

A3 100891o. A3-102All Reporls are the confident: properly of clients, and information contained may noi be published or reproduced, pending our written approval.

ALLENTOWN_ TESTING LABORATORIES, INC.754 EAST FAIRVIEW STREET - BETHLEHEM, PA, PHONE |

fmpaclion • Teilins - Research • Chemical Analysis . • Industrial Radiology • Soils • X— Ray - Waier - Stoel

Certificate 'of Test and Analysis

V23/&4For. Tonolii Corporation

RD #1 PA Route 54 Lab No ANesquehoning, PA 18240

On sample of: Lagoon Water

deceived: -• -

Marked.--- .Volitile Scan, organics t

Examined with the following resulfs;

Toluene - 0.4 mg/1

Trichloroethene - 1.1 mg/1

. ' 1,1,1 - Trichloroethane -- 1.4 mg/1

Chloroform - 0.5 mg/1

hfethylene Chloride - 9-4 mg/1

Benzene - <0 . 1 mg/1

Respectfully submitted,

Reported lq: ALLENTOWN TESTING LABORATORY, INC.

No. A3-102All Repoili are Ihe confidential property of clients, and inlormation contained may not be published ut reproduced, ponding our written approval.

INC.•-•-••• ------- ...- - .- .- —— -- . . . . - .,.,--... ___754 EAST FAIRVIEW STREET • BETHLEHEM. PA. PHONE (215)-865-2674

Inspeciion . Testing . Research • Chemical Analysis - Industrial Radiology • Soils - X-Ray - Water • Stwl

Certificate of Test and Analysis5/23/84

Tonolii CorporationF°r= RD #1'-PA Route 54 ' Lab. No. A 2008

Nesquehoning, PA 18240

Attn: Phillip Getty Report No: CH 84073

On sample of: Lagoon Water

"eceived: 4/30/84

Marked: Chemical Analysis

Examined with She following results: '•;• ,':mg/1 " . mg/1

Silver 4D.01 Sulfate 200.0Arsenic 5.2 ' Nitrite .007

. Chromium .18 Nitrate 1.1Mercury .0049 " Ammonia 0.23

• Lead 107.0 . Oil/Grease • .41Cadmium ' 7.6 Total Solids 2145.0

• Magnesium 38.5 Settleable Solids 1689.5Selenium .025 -Dissolved Solids 196.2.Barium __ 1.3 Dissolved oxygen , 8.6

: Flouride 1.25Total Iron 2.7 Acidity - 322 pprnDissolved Iron .35 PH - 1.0 - 1.1Aluminum 30.0 Color -4-3 units

'} ' Turbidity - 230 FTUBOD/5 - 1200 mg/1

DO - 9.3 mgA- , , ' - ' l i v :Respectfully submitted, - • '.:&&%*••

Reported to: • ' ALLENTOWN TESTING LABORATORY/'INC.'

-6- A R i3rm Ko. AJ-fOZ .________________AJ| Reporis are the confidential property of clients, and information contained may noi be published or reproduced, pending our vmlten approval.

ALLENTO WI^ TESrriJ G LABOR A TORIES,754 EAST FAIRV1EW STREET • BETHLEHEM. PA. PHONE (-215}- 865-267.1

clion • Testing • Research • Chemical Analysis • Industrial Radiology • Soils • X-Ray • Wuiur • Stoolt

.Certificate of Test and AnalysisDale 5/23/84 , /.

For: olli Cprporation ^ ub NQ A 20Q8 ;)i||

Nesquehoning, PA 18240 Report NQ; QR ^•C* •'* .'

."'#r'" ,'- I

On sample of: Lagoon Water

Received: 4/30/84

_ »*Marked: Chemical Analysis Priori.ty Pollutants by volitile scan . . ;

' Examined with ihe following results: ••'(• *v

pesticides (16) ,<5Phenols - <20.0 mg/1Flouranthane 5.3 mg/1 . . ., ,;l:(Bis - 2 - ethyl phthalate 47.0 mg/1 -'.. .V-'

* :'{'- ' - "Dianbutyl phthalate 3.3 ffig/1 , -.''' tv*'.-.Phenathracine/Anthracine 3/7 mg/1 -:.:fy{'.'Pyrene 1.8 mg/1 ^v?V" ' ' -:v't :-

non detectables <1 mg/1 - -••f-|;l&S_.j't7*r':x

V! Benzederie/'.;Hexachlorqcycl_opentadiene <20 mg/1 - S;.o j»".* FOB'S <50 mg/1 .- •';;'';:'

, ' . *'" -.;,••*'•, .

•= *' = ' Respectfully submitted, • 'V-^'"';r"

• Re orted to- - ' ALLENTOWN TESTING LABORATORY/'JNC

Form No, A3-W2 ^^ ^ ^ ^ ^^ eon!ldeftlla: proper.y ol clients, and information contained may no, be pubUhco or reproduced, pending our written approval

LABOR A TORIES, INC.754 EAST FAIRVIEW STREET . BETHLEHEM, PA. PHONE [215)-865-2674

fion '•. Tesling - • Research • . Chemical Analysis .- - •• ' Industrial Radiology • Soils • X-Ray -. Water' . SrooJ

/ Certificate "of Test and Analysis - ; . .; • Date. . 5/23/84. : v -'

por,.-..'" Tonolii Corporation . • •^iiSfev' ' -RD #1 PA Route 54 Lab- No' A 20. X' W$v

Nesquehoriing, PA J.8240 • ^ , ^"' '• :'V/v:v-. • ' - . . Report No: CH 84073;;£:':

On sample of:- • -.Lagoon-Water - . --. ' -'•

- Received:.••'"•.. . " . •/'.--.*

Marked;'- Volitile Scaiij organics

;:,«. Examined-.with the'following'results: _-

"' ".-\.'.'';, 'Toluene - 0/4 mg/1

Trichloroethene • - 1.1 mg/1

-• :'•'-'1,1,1 - Trichloroethane - 1.4 mg/1

", • ' Chloroform - 0.5 mg/1

Methylene Chloride - 9-4 mg/1 . . '- f'',> '•v>»I ->..

Benzene - <0.1 mg/1 ' / • •

v i-t'i,-.* Ji S/ •

.. . ;,.'.- Respectfully submitled, , . • 'v i/>yA-;'

* ' '''Reported to: '• . ALLENTOWN TESTING LABORATORY; -'ING;

Form N<?. A3-102' ' • -. iAll Reporls a/e the confidential proparly of clients, and information contained may not be published ot reproduced, pending ogr written approval. •

C. SECURITY

Tonolii Corporation has installed an 8 ft. fencecompletely around the Nesquehoning facility to preventaccidental or intentional entry that could result in aninjury to persons or animals. The entrance gate to thefacility is manned by a guard to control entry/egress.Signs have been posted in accordance with departmentregulations.

A 24 hour security staff is on hand to control access/traffic control and .patrol facility in case an emergencyshould occur.

D. INSPECTION PRQCESURES AND SCHEDULE

Tonolii Corporation inspects the waste water storagelagoon three (3) days per week and after storms forirregularities. The inspections include the followingproblems;

1) Malfunctioning overtopping controls

2) Sudden drops in the level of the impoundmentliquid level

3) Severe erosion and other signs of deteriorationin embankments

4) Seeps in embankments

5) Evidence of malfunctioning pumps/ leaky pipesor fittings

If any problems are found during inspections/ immediateremedial action will be taken to rectify the problem.Should a problem be found that is a threat to publichealth or safety or is a threat to the environment/ theappropriate agencies will be notified.

The inspections of the surface impoundment will takeplace Monday/ Wednesday and Friday of each week. Inspectionswill also be completed after storms. Samples of aninspection check list and a repair and maintenance recordsheet are included in the following pages,

The inspection records as well as the maintenance recordswill be kept in the office building at the Nesquehoningsite.

TONOLLI CORPORATION

SURFACE IMPOUNDMENT

REPAIR AND MAINTENANCE RECORD

DATE REPAIR OR MAINTENANCE REQUIRED

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The waste water storage lagoon has been in place andin service since 1974. The lagoon or surface impoundmentwas constructed by excavating below existing grade. Nodikes or embankments were built for the purpose of construct-ing the impoundment. There is a natural embankment on thesouth side of the lagoon. The elevation difference betweenthe top of the lagoon and the bottom of the embankmentranges between four (4) and six (6) feet. Since 1974/there has never been any problems with the embankment.Therefore, .the embankment can be considered stable andwill not be effected by stress/ piping or scouring.

In the event a leak is detected the following procedureswill be followed:

(1) Immediately shut off the flow or stop theaddition of wastes into the impoundment;

(2) Immediately contain any surface leakage whichhas occurred or is occurring;

(3) Immediately stop the leak;

(4) Take any other necessary steps to stop orprevent catastrophic failure;

(5) If a leak cannot be stopped by any other means/empty the impoundment; and

(6) Notify the Regional Administrator of the problemin writing within seven days after detectingthe problem.

E. PERSONNEL TRAINING PROGRAM

Each employee hired by Tonolii Corporation must go througha very rigorous personnel training program which includesproper work practices/ proper use of personal protectiveequipment with emphasis on the importance of working withhazardous material. We will reorient all employees semi-annually in accordance with Government Regulations.

All Tonolii Corporation personnel dealing with hazardouswaste will be required to understand the proper proceduresin dealing with emergencies involving the solid waste land-fill and the surface impoundment areas/ along with propermaterials handling procedures in these areas. All employeesinvolved in this area of employment will receive thistraining prior to the start of their employment/ and willreview these procedures at least annually. The only TonoJ1iCorporation personnel whose job descriptions fit thiscategory will be the Pollution Control workers.

The program instruction will be the facility's Safety/Health and Pollution Control Supervisor. This persondeals with safety/ health and pollution control of thefacility every day and has thorough knowledge of proceduresto ensure safety and the protection of the employeeshealth.

Each employee1s training record will be filed in thefacility office. This record will be updated each timean employee has a review training session. A copy of anemployee training record sheet is included on the nextpage.

F. PROCEDURES TO PREVENT OVERTOPPING OF SURFACE IMPOUNDMENT

Additional waste water storage facilities and equipmentto ensure that overtopping will not occur will be installedin the near future. A 500/000 gallon capacity wastewater storage tank will be constructed next to the lagoon.A pump with an automatic float control will be installed.The pump will be set to activate when the liquid levelreaches a level two (2) feet from the full level of thelagoon. The waste water will be transferred from thelagoon to the storage tank.

The two (2) feet of free board will ensure that no over-topping will occur due to wind - wave action. A proposedcontainment dike for the storage tank will be constructedround three (3) of the four (4) sides which will furtherinsure protection from wind - wave action. See Plan Sheet14.

G- WASTE WATER STORAGE LAGOON CONSTRUCTION

The wastewater storage lagoon is approximately 150f x 70'x 18!. The volume of wastewater that can be stored inthe lagoon is approximately 690/000 gallons. The lagoonwas built in 1973 and has been in use since completion.

The lagoon was excavated to the above dimensions and thesubgrade was compacted. Fine grained material was thenplaced on the subgrade and compacted to protect the liner.A 1/16" thick butyl rubber liner was then installed. Thephysical characteristics of the rubber liner is as follows:

Color - BlackSpecific gravity - 1.18 ± .03Tensile Strength - 1400 psi

The subgrade was analyzed for proper compaction before theprotective layer and liner were installed. The tests usedwere the standard Proctor Test - ASTM D-698-70 and theSand Cone Density Test - ASTM D 1556-64.

TONOLLI CORPORATIONRECYCt-ERS OF NON-FERROUS METAUS TR.EPMONE

««-3*O»R.D. I. PA? ROUTE 34

NCSQUBHONINO. PA. 1824O

U.-B. A.

EMPLOYES TRAINING RECORD

(Pollution Control Worker)

Employee:

Bate of Training;

I, the above named employee, have received training in thefollowing areas:

Proper Materials handling techniques. (——f

Proper protective equipment needed. I——r

Procedures for triggering the alarm system in j[the case of an emergency.

Contents of the Preparedness, Prevention and I——[Contingency Plans. ——

Some types of emergencies that may "be encountered. [——[

I fully understand all of the above mentioned programs and/orprocedures and attest to such by my signature listed belov.

Signature

TBLCX

•319O9

S- 5 s S - "- Sr> l

M ii»;'' iliini5niir '| ™fo*i-1 - -fa--J-j a.'a -».3

TONOLLI CORPORATION

NESQUEHONING, PA

SURFACE IMPOUNDMENTPREPAREDNESS, PREVENTION AND CONTINGENCY PLANS

General Description — — — — — — — — — — — — — — — P a g e 1

Internal and External Communications andAlarm System —————————————————————— Page

Fire Control/Extinguishing, Spill Control^ ^Decontamination Equipment — — — — — — — — — — - Page

"resting" and Inafrit email ce of "~Frre"nco-ntrol/ •••——— ——Extinguishing, Spill Control, and De^ntam-ination Equipment ——————————————~ ~ Page ,

Arrangements with Emergency Agencies —————— Page 2

Contingency Plan ————————————————— ; Eage 2

Detailed Emergency Procedures ———————————Page 5

Waste Routes and Movement —————————————— Page 10

Locations of PPC Plan and Procedures forRevising the Plan ———————————-——————————— Page 1U

TONOLLI CORPORATIONNESQUEHONING, CARBON COUNTY, PA.

SURFACE IMPOUNDMENT

PREPAREDNESS, PREVENTION AND CONTINGENCY PLANS

A. GENERAL DESCRIPTION

Tonolii, Nesquehoning facility is a secondary leadsmelter, the facility receives lead acid batteries andother lead scrap materials for processing. End productsinclude hard and soft lead pigs and ingots.

During process operatJons waste water is produced andcollected in a storage tank and lagoon. The waste wateris then treated and run through the air "pollution controlscrubbers where most of the liquid evaporates.

B. INTERNAL AND'EXTERNAL COMMUNICATIONS AND ALARM SYSTEM

At the first sign of an emergency, i.e., fire, explosion,flood, etc., the employee will trigger the alarm systemby notifying the shift foreman.

At this time, the foreman will evacuate all employees to -a designated area where he will conduct a head count.After this head count has taken place, the shift foremanwill contact facility and local emergency responseauthorities outside the company by telephone.

Notify Facility Personnel

Sergio Legati - 717-668-5644 Primary Emergency CoordinatorCanada - 4.1 6--279-S723

John Chodur - 717-645-7602 Safety, Healty & PollutionCoord i nator

Notify Local Emergency Authorities

Nesquehoning Police - 669-9111

Nesquehoning Fire - 669-6681

Pennsylvania State Police - 1-874-0207

C. FIRE CONTROL/EXTINGUISHING, SPILL CONTROL, ANDDECONTAMINATION EQUIPMENT

Tonolii Corporation has fire extinguishers locatedthroughout the plant and waste water treatment plant.also, fire hoses are located at strategic locations in

the plant and waste water treatment area. A fire hydrantis located between the office and the plant building.

The fir^ hoses and hydrant can also be utilized for spillcontrol and decontami nat. ion procedures. The facilitiesare designed for this use and have adequate water volumeand pressure.

D. TESTING AND MAINTENANCE OF FIRE CONTROL/EXTINGUISHING,SPILL CONTROL AND DECONTAMINATION EQUIPMENT

All fire, spill and decontamination equipment is testedtwice a year to test pressure, water volume and equipmentintegrity.

E. ARRANGEMENTS WITH EMERGENCY AGENCIES

Arrangements with local emergency response authorities willbe made to familiarize them with our facility layout andproperties were hazardous waste is handled. These localerneregency response authorities will be notified where ourpersonnel would normally be working/ entrances to roadsinside the facility, and possible evacuation roads.

The emergency response authorities that will be contactedand made f ami J. iar with the company and the type of materialshandled are as follows:

1) local police2) state police3) local fire departments4) local hospitals5) ambulance personnel6) paramedics

F. CONTINGENCY PLAN

Wheneven there is an actual emergency situation and theemergency coordinator determines that the waste waterlagoon has had an emission, discharge, fire, or explosionwhich could threaten human health or the environment/ theymust notify the following:

1. Notify facility personnel immediately

Sergio Legati - Primary Emeregency CoordinatorWork - 645-3105

John Chodur - Safety, Healty & Pollution Coordinator- 645-7602

SRj_00905

Bert Schaeffer - Production Supervisor- 645-7874

Guido Paitti - Plant Engineer645-3105

2. Notify local emergency response authorities andindicate if evacuation of local areas may beadvisable.

Local - Nesquehoning - Police - 645-9111Fire - 645-9111

Pennsylvania State Police - 874-0207

Panther Valley EmergencyCommunication Center - 911

Department of EnvironmentalResources Div. of Hazardous WasteManagement, Bureau of Solid WasteManagementGary Galida, Chief - 717-787-4343

Also

National Response Center - 1-800-424-8802and report the following:

1. Name of person reporting the incident2. Tonolii Corporation

R.D.tf 1, Route 54Nesquehoning, Pa. 18240(717) 645-3105 or phone number where the personreporting the spill can be reached.

3. Date, time, and location of the incident4. Description of the incident/ material or wastes

invo] vecl, injuries «jnd hazards to human healthor environment.

5. Estimate how much material was spilled or released6. Estimate how much land, water or air was contaminated

During the emergency, the emergency coordinator must assessall possible hazards to human health and the environmentthat may result from the emission or discharge/ fire orexplosion. This assessment must consider both directand indirect effects of the emission/ discharge, fire and/orexplosion. The coordinator will take all reasonablemeasures necessary to ensure that fire, emission, dischargeor explosion do not occur, recur or spread to other materialsof waste at the facility. The coordinator may do this by

stopping processes and operations and containing releasedmaterials by front end loader.

The emergency coordinator shall ensure that no waste thatmay be i incompatible with the emitted or discharged materialis treated, stored/ or disposed of1 until clean up.proceduresare completed and all emergency equipment listed below iscleaned by a high pressure hose and ready for use.

LIST OF EMERGENCY EQUIPMENT

1. Ambulance - Nesquehoning Fire Dept. - Immediate First Aid2. Bulldozer - Maintenance Dept. - Containing Spillage3. Front End Loader - Yard - Moving Material4. Carnera/Phono Equipment - Office - Take Photograph5. Vertical Pump & Submersible Pump - Water Treatment Plant

- Preventing Spillage6. Self-Contained Breathing Apparatus (SCBA) - Equipment

Room - Prevent Exposure7. Full Face Respirators (MSA) - Equipment Room -

Prevent Exposure8. Disposal Coveralls - Water Treatment Plant - Safety

Protection9. Gloves (PVC) - Equipment Room - Safety Protection10. Hard Hat - Equipment Room - Safety Protection11. Shovels - Equipment Room - Cleaning12. Brooms - Equipment Koom - Cleaning13. Liner - Maintenance Dept. - Replace O1<J Liner14. Patching Kit - Maintenance Dept. - Replace or Fix Leaks

After the emergency, the emergency coordinator with D.E.R.approval/will provide for treating/ storing or disposing ofthe contaminated soil, at the solid waste lagoon facility.

Before operations are resumed, the emergency coordinatorwill notify the D.E.R. that the facility is in complianceand rea^y for operation.

Within 15 days after the incident, the owner or operatorshall submit a written report on the incident to D.E.R.The report shall include the following:

1. Name, address or telephone number of tn^ owneror operator.

2. Name, address and telephone number of the facility.3. Date, time and type of incident.4. Name and quantity of materials involved.5. The extent of injuries/ if any.6. An assessment of potential hazards to human health

or the environment.7. Estimated quanti ty and disposition of recovered

material that resulted from the incident.

10-0907-4-

Arrangements with local emergency response authoritieswill be made to familiarize them with our facilitylayout and properties were hazardous waste is handled.These local emergency response authorities will benotified where our personnel would normally be working/entrances to roads inside the facility, and possibleevacuation roads.

EVACUATION PLAN

At the first sign of an emergency, i.e., fire,explosion, flood, etc., the employee will trigger thealarm system by notifying the shift foreman.

At this time, the foreman will evacuate all employeesto a designated area where he will conduct a headcount. There are numerous exists throughout thebuilding and each area has designated exists uponwhich to leave the building in case of an emergency.

G-. DETAILED EMERGENCY PROCEDURES

1 - Procedure and Facility Personnel and Local/State AgencyNotification

In the case of an emergency (fire, toxic chemical releasetornadoes/ blizzards, floods) the alarm system shall beengaged.

Each employee will evacuate the workplace by followingthe proper excape route. The employee should proceedto their designated exterior safe area which is locatedaway from the emergency.

Immediately after the emergency evacuation has beencompleted, the shift foreman will conduct a head countof the employees. The shift foreman will take fullresponsibility of retaining the employees in therespected exterior safe areas and to perform rescueand medical duties. After the above procedures havebeen carried out, the shift foreman shall report theemergency by immediately notifying local emergencyresponse authorities:

Local

Nesquehoning Police - (717) 645-9111Nesquehoning Fire - - (717) 645-9111PA State Police - (717) 874-0207

ft.ft 100908— 5 —

Notify Management Personnel

General Manager - Sergio Legati - (717) 645-3105Safety & Health Supervisor - John Chodur - (717) 645-7602Production Supervisor - Bert Schaeffer - (717) 645-7874

Within 15 days after the incident, the owner oroperator shall submit a written report on the incidentto D.E.R. The report shall include the following:

1. Name, address and telephone number of the owneror operator.

2. Name, address and telephone number of the facility.3. Date, time and type of incident.4. Name and quantity of materials involved.5. The extent of injuries, if any.6. An assessment of potential hazards to human health

or the environment.7. Estimated quantity and disposition of recovered

material that resulted from the incident.

Training:

A rigorous training program is in effect with our shiftforeman/ which includes safe and orderly emergencyevacuation, designating and training the proper rescueand medical duties.

2. Procedures for Assessment of Environment/Human Health Hazards

During an actual emergency, the Emergency Coordinatormust assess all possible hazards to human health and theenvironment that may result from the emission ordischarge/ Ciro or explosion. This assessment mustconsider both direct and indirect effects of the emission,discharge, fire and/or explosion. The Coordinator willtake all reasonable measures necessary to insure thatfire, emission/ discharge or explosion do not occur/recur or spread to other materials of waste at thefacility. The Coordinator may do this by stopping processesand operations and containing released materials byfront-end loader.

The Emergency Coordinator shall ensure that no waste thatmay be incompatable with the emitted or dischargedmaterial is tested, stored or disposed of untilclean-up procedures are completed and all emergencyequipment is cleaned by high pressure hose and readyfore re-use.

If a leak in the lagoon ara is detected/ samples frommonitoring wells and the Nesquehoning Creek to determine

-6-

the extent of the effected area. Calculations willbe completed based on recorded volumes of waste waterproduced and vol unies of waste water treated anddrained from the lagoon to determine the amount ofwaste water released. The character of the waste waterwill be known from tests on the liquid in the lagoon.

In the event of a spill, the EPA "Hot Line" will becalled at the following number 1-800-424-8802. An onscene coordinator for the geographic area will bedispatched to the facility.

3. Description of Specific Responses and Control Procedures

a) Fire

In case of fire/ all personnel will be evacuatedand fire companies notified/ medical personnelincluding ambulance personnel will also be notified.The affected areas will be sealed off by closingall doors where possible. If conditions permit,attempts will be made by facility personnel toextinguish or control the fire with on site firefighting equipment.

VX

b) Explosion

If an explosion were to occur all personnel will beevacuated and medical personnel including ambulanceand pa-ramedic crews will be notified. Fire companieswill be summoned and attempts will be made to tryto control any resulting fires by on site firefighting equipment using qualified personnel.

c) Spills

Any spills that occur will be contained immediatelyby using facility equipment. Any spillage will beabsorbed and disposed of properly. If soil iscontaminated, the soil will be removed placed inthe hazardous waste landfill and replaced with cleanearth.

d) Local Emergency Authorities

Nesquehoning Police - (717) 645-9111PA State Police - (717) 874-0207

e) Primary Responsibilities:

Pol ice Departments will be utilized in emergencysituations primarly for crowd'control, trafficcontrol and for sealing off the area from unwantedspectators. In the event that evacuation of anyarea becomes necessary, the police will beresponsible for notifying the affected inhibitants.

Nesquehoning Fire Departments - (717) 645-9111

f) Primary Responsibilities:

Fire Departments will be utilized in the event ofa fire or explosion, and where their equipment canbe used in the clean-up or containment of spillsor leaks.

The Hauto Volunteer Fire Company has been designatedthe primary response team due to their proximity tothe facility and their knowledge of the operationsdue to an on-going program in which thisorganization tours the facility at least every othermonth.

Nesquehoning Ambulance - (717) 645-9111

g) Primary Responsibilities:

Ambulance personnel will be utilized in the eventof an emergency for the purpose of treating/ aiding,or transporting injured personnel.

An ambulance will remain at the scene during theentire emergency.

All emergency response contractors are aware oftheir part in the event of an emergency situation.

h) Surface Impoundment Shutdown Procedures

In the event of an emergency in the impoundment areasuch as a leak in the liner or over-flowing due toheavy rains or floods, an inflatable plug would beplaced in the main feed line. Once inflated, thiswould stop all materials from entering the surfaceimpoundment.

-8-

i) Clean-Up Procedures

After an emergency the facility will be cleaned upin the following manner:

All contaminated equipment will be rinsed thoroughlyand the rinse water will be collected and treatedin the treatment plant*

Should any equipment be damaged beyond repair andhave become contaminated/ the equipment will bedisposed of in Tonolii's solid waste landfill.

Any emergency equipment that has been contaminatedwill also be rinsed thoroughly before returning itto it's original use or location.

All wastes at the facility are capatable with eachother and pose no danger or chemical reactions duringclean-up operations.

j) Actions to be Taken in Event of a Leak

If a leak should occur in the surface impoundment,waste water flow to the impoundment will cease.the impoundment will be drained and all leakagewill be contained by temporary earth dikes andabsorbed. All contaminated:so'iil will be disposed ofin Tonolli's solid waste landfill.

The waste water that is drained from the surfaceimpoundment will be transferred to the waste waterstorage tank or taken away by a waste watertreatment firm for disposal.

Repairs on the lagoon will be made and certificationthat the repairs restore the surface impoundment tooriginal stability and design standards will becompleted by a certified professional engineer beforethe impoundment is returned to service.

Should repairs be unable to restore the impoundmentto the original design standards, the impoundmentwill be closed as specified in the closure planincluded in this report.

It) Procedures/ Equipment and Structures to ContainWaste Water

Waste water is collected and conveyed throughpiping to the waste water storage lagoon and tank.Both structures have a liner and are designed tocontain all waste water so as not to leak into theground and post a threat to the groundwater or surfacewater.

No direct contact between waste water and employeesoccur during normal operations. Protective gear isavailable should physical contact be required forrepairing of fixtures or equipment.

Power outages will not cause leaks or exposureof waste water* to eomployees. The waste water flowsto the storage lagoon by gravity. No pumps areused to transfer the waste water to the lagoon.

1) Prevention of Accidental Ignition or Reaction

The waste water produced at the Tonolii Corporationis a corrosive nature. The liners used in the lagoonand storage tank are resistant to corrosive liquids.Also/ the liquid will not react with any otherwaste produced at this facility.

H. WASTE ROUTES AND MOVEMENT

All waste water is transported by collection pipeswhich lead to the storage lagoon. The waste water isthen pumped to waste water treatment plant and thestorage tank. No vehicles will be hauling waste waterunless it becomes necessary to transport the wastewater due to an emergency.

I. LOCATIONS OF PPC PLAN AND PROCEDURE FOR REVISING THE PLAN

Copies of this Preparedness/ Prevention and Contingencyplan will be located at the Tonolii Corporation'sNesquehoning Office at their Corporate Head Office inOntario/ Canada. John Chodur/ Health, Safety and PollutionCoordinator in Tonolii's Nesquehoning Plant and SergioLegati from the Corporate office in Canada will beresponsible for storage and updating of the PPC plan. Uponany revisions made to the PPC plan/ a revised copy willbe sent to the Corporate Head Office in Canada and theunrevised copy will be destroyed.

-10-

"

TONOLLI CORPORATION

NESQUEHONING, PA

EXHIBIT XVVOLUME I

CLOSURE PLANS FOR WASTEWATER STORAGE LAGOON

Background ———————————————————————— Page 1

Closure Procedures————————————————— Page 1

Seeding of Closed Lagoon Area ——————— Page 2

Closure Cost Estimate ————————————— Page 2

Closing Schedule ——————————————————— Page 3

Post Closure ——————————————————————— Page 4

It1089 IS

TONOLLI CORPORATIONCARBON COUNTY, PENNSYLVANIA

CLOSURE PLANS FOR WASTEWATER STORAGE LAGOON

BACKGROUND

The Tonolii Corporation has been storing wastewater in theirwastewater storage lagoon since 1974. A 500,000 gallon aboveground tank is being installed for times when extra storagecapacity is required. Also, tentative plans to enclose thestorage area eliminating rainwater runoff in that area andreducing the amount of wastewater to be stored are beingdrawn up. Therefore, the use of the lagoon may beeliminated since the capacity of the above ground tankmay be sufficient to handle all of the wastewater.

CLOSURE PROCEDURES

In the event that the lagoon would be determined to be unnecessaryor Tonolii Corporation would close down the Nesquehoning plantthe wastewater storage lagoon will be closed as follows:

1. All wastewater will be drained from the lagoon.2. All sediment, the liner/ and any"contaminated subsoil

will be removed and deposited in Tonolii Corporation'ssolid waste landfill. Subsoil will be analyzed todetermine if it,has become contaminated and will requireremoval.

3. All equipment used to remove sediment and liner will bedecontaminated in the following manner:

a) All contaminated equipment will be parked inbattery crushing area;b) The equipment will then be washed down with ahigh pressure hose;c) The waste from the equipment will be washed intothe w.astewater .collection drains which will beconnected to the wastewater storage tank and willthen be treated in the wastewater treatment plant.

4. Fill in lagoon with clean earth to accommodate designedvolume of containment dike and compact, including6-3 inches of topsoil. (See detail on Plan Sheet 15 of13 )

5. Retard the rate of runoff from the site by gradingand vegetation. Control runoff by fine grading thesite to promote sheet runoff.

6. Permanent seeding and mulching of topsoil.7. Trap sediment resulting from site in temporary

sediment traps until the site has a good vegetativecover.

SEEDING OF CLOSED LAGOON AREA

All seed will be labeled' in accordance with the U.S. Departmentof Agiculture Rules and Regulations under the Federal SeedAct in effect at the time of purchase. Seed which has becomewet, moldy, or otherwise damaged will not be used. Seed willnot be more than two years old.

Seeding and planting will be as follows:

Seed ' P'arts Percentage Purity

Kentucky 31 Fescue 50 95Annual Rye Grass 15 98Kentucky Blue Grass 25 85Red Top 10 90

(Spreading Rate - 2.3 Ibs. per 1,000 ft.2)

The owner will maintain the seeded and planted areas for aslong as required to ensure vegetation. The maintenance shallconsist of refilling rainwashed gullies, reseeding, replanting,mowing/ watering during periods of drought and removal of largeand obnoxious weeds.

CLOSURE COST ESTIMATE

The following is a breakdown of the estimated closure.costsfor the wastewater lagoon.

ItemNo. General Description Quantity Unit Price Extension

1. Removal of sediment,liner and any con-taminated subsoil. Lump Sum

2. Place clean earth fillin lagoon area to aelevation within 8"of final grade com-pacted and in place. 3935 yd"3 $ 3.00 $11,805.00

3. Place 8 inches of top-soil to elevation offinal grade complete -and in place. . 259 yd* $ 4.00 $ 1/036.00

4. Permanent seeding andmulching of topsoil. 1167 yd2 $ 0.50 $ 58.35

Total Extension

CLOSING SCHEDULE '

In the event that the lagoon would no longer be necessary orthe Tonolii Corporation would decide to close their Nesquehoningplant, a date would be set to start closure of the lagoon.The remaining wastewater would be drained from the lagoon andtreated within 2 months after the discontinuation of wastewaterflow to the lagoon. All sediment, the liner and any contaminatedsubsoil will then be removed and disposed in the soild wastelandfill. The lagoon will be ready to be filled with cleanearth two weeks after the waste water has been totally drainedfrom the lagoon and work has been started to remove sediment,the liner and any contaminated subsurface soil. All equipmentwill be decontaminated immediately after the contaminatedmaterials are disposed.

The clean earth fill and topsoil will be in place and compactedwithin two weeks. During these two weeks temporary sedimenttraps will be constructed and fine grading of the site willalso be completed to promote sheet runoff. Seeding andvegetation of the area will be complete within a week afterthe fine grading is completed.

The following is a summary of the closure schedule as outlinedabove.

Time Period Description of Work to be Completed

Start of Closure ———————————

2 months Wastewater to be drained from lagoonand treated.

2\ months All sediment/ the liner and any contam-inated subsoil removed and depositedinto soild waste landfill.

3 months Lagoon filled with clean earth and topsoilcompacted and ready for seeding. Also,sediment traps and fine grading of siteto reduce erosion and sedimentation.

3% months Seeding and vegetation of all disturbedareas.

3% months Storage lagoon area closed.

Newly seeded and vegetated areas will be maintained for as longas required to ensure vegetation. The maintenance shallconsist of refilling rainwashed gullies, reseeding, replanting,mowing, watering during period of drought and removal oflarge and obnoxious weeds.

The completion of the above work as outlined above ishighly dependent upon weather conditions.

Copies of this closure plan will be located at the TonoliiCorporation's Nesquehoning Office and at their Corporate HeadOffce in Ontario, Canada. John Chodur/ Health, Safety andPollution Coordinator in Tonolli's Nesquehoning Plant and SergioLegati from the Corporate Office in Canada will be responsiblefor storage and updating of the closure plan. Upon anyrevisions made to the closure plan, a revised copy will be sentto the Corporate Head Office in Canada and the unrevised copywill be destroyed.

The maximum volume of wastewater that would be stored in thelagoon at any one time during the life of the facility is500,000 gallons.

POST CLOSURE

Since all wastes and contaminated material will be removed fromthe surface impoundment area as described above, no postclosure monitoring of groundwater will be needed. As describedabove, maintenance of the impoundment area will be provided toensure proper vegetation and prevent erosion.

The cost of post closure will be insignificant and financialassurance is not necessary.

TONOLLI CORPORATION

NESQUEHONING/ PA

EXHIBIT XVIVOLUME I

WASTE WATER STORAGE TANK DESCRIPTION

General Description ——————————————————— Page 1

Tank Construction ————————————————————— Page 1

Containment Dike ——————————————————————— Page 2

Tank Evaluation and Repair Plan ————————— Page 2

Closure of Tank ———————————————————————Page 3

Storage Tank Sizing Calculations ——————— Page 4-13

TONOLLI CORPORATIONNESQUEHONING, CARBON COUNTY, PA.

WASTE WATER STORAGE TANK DESCRIPTION

A. GENERAL DESCRIPTION

Tonolii Corporation operates a secondary lead smeltingplant in the Borough of Nesquehoning/ Carbon County,Pennsylvania. The plant receives lead acid batteriesand other lead scrap materials for processing. Duringthe processing operations a lead-acid waste water isproduced. This waste water is collected in a lagoon andis then used in the emission control scrubbers. Thevolume of waste wa'ter is effectively reduced by evaporationduring the scrubber process. The major source of thewaste water is from process operat.ions. A storage tankwith a minimum capacity of 500,000 gallons will belocated next to the lagoon. This tank ensures adequatewaste water storage capacity. Waste water is alsopumped to a waste water treatment plant from the lagoon.

B- TANK CONSTRUCTION '

The proposed steel tank will be a Peabody TecTank witha TL990 drop-in 1iner. The TecTank is designed toAPI and AWWA Standards. The tank will have a Thermo-ThaneCoating which is designed to protect against corrosionby chemicals and weathering. All joints will be sealedpermanently.

The drop-in liner is made from a chemical resistant/flexible, polyvinyl chloride material that is customdesigned to fit into the storage tank. PVC is provento be highly resistant to acids and alkalies. The TL990liner has no fillers arid therefore provides maximum protec-tion against corrosive liquids.

The tank will have a mushroom vent with insect screen.The tank will also have a 316 stainless steel centersupport. the tank will be equipped with a alarm thatwill sound in the event the overflow pipe elevationis reached. See preliminary construction details andschematic on plan sheet 14.

All phases of tank construction will be certified inwriting by a registered professional engineer. Thiscertification will indicate that he has examined the

installation and construction of a particular phase ofconstruction and that it is in accordance with documents,statements/ designs and plans submitted to DER and EPA.

C. CONTAINMENT DIKE

A containment dike will be constructed around the tankand the lagoon. The dike will be constructed of lowpermeability soil and have an elevation of 1011 feetabove sea level. The top of the dike will be two (2)feet wide. All dike embankments will have a grade of3:1.

The containment dike will contain a volume of approximately632,000 gallons of waste water. This volume is calculatedin the following manner:

WASTE WATER LAGOON:

2 feet free board area volume =178 ft x 90 ft x 2 ft = 32040ft3 =239,659 gals.

2 feet additional volume from dike =195 ft x 111 ft x 2 ft = 43290ft3 = 323,809 gals*

AREA AROUND STORAGE TANK: (avg. height of dike = 1.63 ft)

Volume of Area = Area around tank x avg* height of dike5,616 ft2 x 1.63 ft = 9/154 ft3 = 68,473 gals.

TOTAL CAPACITY OF CONTAINMENT DIKE =631,941 gals.

The capacity of the containment dike as calculated above/exceeds the capaicty of the tank and will accommodate alarge amount of precipitation.

The dike will be inspected weekly to ensure the dike'sstructural stability. Any erosion or other problems thatmay be found during an inspection will be promptlyrepaired.

D. TANK EVALUATION AND REPAIR PLAN

1. Inspection procedures and Schedule for Storage Tank

Tonolii Corporation will inspect the storage tankfacilities for leaks and malfunctions in the followingschedule of inspections.

100923

a) All discharge control equipment including valves,pumps, and pipe couplings will be inspected atleast once each operating day to ensure it is ingood working order.

b) The construction materails of the tank will beinspected weekly to detect corrosion or leakingof fixtures or seams.

c) The containment dike and the immediate areaaround the containment, dike will be inspected weeklyto detect erosion or obvious signs of leakage.

d) The tank will be drained once a year and thedrop-in liner will be inspected for evidence ofdeterioration or leaks. The first inspection of theliner will take place one (1) year after the storagetank is put into service and subsequent inspectionswill take place yearly thereafter.

All inspections will be visual inspections.

2. Procedures for Emptying and Repairing Tank

Should a leak or weakness in the tank or fixtures bedetected, the tank will be drained into the waste waterstorage lagoon. If the lagoon is full when drainingof the tank is required,a hazardous waste treatment firmwill be contacted to dispose of the tank's contents.If necessary, operations will be discontinued temporarilyto halt production of waste water.

Once the tank is drained, repairs will be made and testswill be completed to ensure that the problem has beencorrected before the tank is restored to service. Also/a certified professional engineer will inspect the repairbefore the tank is restored to service.

There is a paved access to the tank which is capableof handling heavy equipment. This will allow repairvehicles and tank trucks to service the tank (see plansheet 12ofl4)

E. CLOSURE OF TANK

Upon ceasing of operations of the Nesquehoning Plant,the remaining waste water will be drained from the tankand treated. The liner within the tank will be removedand placed in the Tonolii Corporation's solid wastelandfill. All other tank parts and fixtures will be

decontaminated and moved to a new location or disposedof in the solid wa.ste landfill.

Decontamination is accomplished by rinsing all equipmentthoroughly. The rinse water will be collected and treat-ed at the treatment plant.

The surrounding area will be returned to it's originalgrade. Revegetation will be completed as follows:

Seed Parts Percentage Purity

Kentucky 31 Fescue 50 95Annual Rye Grass 15 98Kentucky Blue Grass 25 S5Red Top 10 90

(Spresding Rate- 2.3 Ibs. per 1,000 ft.2)

The owner will maintain the seeded and planted areas foras long as required to ensure vegetation. The maintenanceshall consist of refilling rainwashed gullies/ reseeding,replanting/ mowi ng, watering during per tods of droughtand removal of large and obnixous weeds.

F. STORAGE TANK SIZING CALCULATIONS

The size of the storage tank was based on calculationsof runoff generated in the battery crushing area andaround the crusher building. Most of these areas arein the process of being covered (as shown on page 4 of 4)and will therefore not produce contaminated runoff.The main sources of waste water will be from plantoperations and leachate from the solid waste landfill.

Since the contaminated runoff will be virtuallyeliminated the lagoon will eventually be able to beclosed. All waste water will then be stored in thestorage tank.

The calculations for sizing the tank are provided onthe following pages.

innMOTLEY ENGINEERING COMPANY2834 £Hl*'LlftJ6'70N ROAD SHEET NO,————1—————————————OF,

(215) "'"*" "•- CALCULATED BY T- *i f\ «————————————— DATE £"" 14* P4"

CHECKED BY_____' SS x^ >____________ DATE.

SCALE———————————————————————————————————

J&TOgKM/A7£R

L-U..i i/)cg=/s/ ^J?US,-lEe.AHD V^

,?oo E

FT. 25"/7c :a.,

!6. .PEAK MOATOiy.. .YEAR&)- 4,2 wcwrs

r,| ff.,.,3.Sd.....,....A/s.[,.,.{,,.J i c.—j—, ...„.„.,,j. v.

\A.-[IO- ACEES,- ;-//!/,<5 t

JfcJ.££AK...lil.OjJ.!TJUt..-J. r.R£ ..Ji/I.,.........j..............|........l2.?j50^ .tF.1 i I I i \ i

=•22 WO.tfflt

- 324,

T >:BW "

FT., .;

78,

6.

5"? r.

=i - ..T.O-TjfiJ--, .„. fo/r: fl .J,,,,j;j,)»l<.£.l.,—,..-,Wf. «>f'- /j- —j-M 'f .?2.

flR{QQ92

JOB TnMQlUMOTLEY ENGINEERING COMPANY

Street SHEET N0CALCULATED BY

CHECKED BY————TO **N|—————————————— DATE-

SCALE———————————————————————————————————

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MOTLEY ENGINEERING COMPANY .- 230 North Sixth Street SHEET N0-————————a—————— OF———°-

READING. PCNNDVLVAMIA 1000*••378"*666

MOTLEY ENGINEERING COMPANY2834 ShftUngton Road SHEET NO.

SINKING SPRING, PENNSYLVANIA 19608(215) 678-0445 ——— CALCULATED BY—————————————— DATE_

CHECKED BY——————^_________________ DATE_

MOOUCrffl4.I//Vgg tetL. Crtfco. Uta. 01471.

2-5

Table 2-2. — Runoff curve numbers for selected agricultural, suburban, andurban land use. (Antecedent moisture condition II, and I = 0.2S)

LAND USE DESCRIPTION

Cultivated landi/; without conservation treatment: vita conservation treatment

Pasture or range land: poor conditiongood condition

Meadow: good condition

Wood or Forest land; thin stand, poor cover, no mulchgood cover-'

Open Spaces , lawns , parks, golf courses, cemeteries, etc.good condition:- graso cover on 75 Jf or more of the areafair condition: grass cover on $0% to 15% of the area

Commercial and business areas (85Jf impervious)

Industrial districts (72 impervious).

Residential:

Average lot slfce Average % Impervious-'1/8 acre or less 651A acre 381/3 acre 301/2 acre \ 2$1 acre EO

Paved parking lots, roofs, driveways, etc.-'

Streets and roads:paved vith curbs and «tona sewers-'graveldirt

KYDROLOGIC SOIL GROUPA

7262

6839

30

*525

59*9

89

81

7761575U51

98

987672

B

8171

7961

58

6655

6169

92

88

8575727063

98

988582

C

8878

867h

71

7770

7U79

9*

91

90

83818079

98

988987

D

9181

8980

78

8377

60Qh

95

93

928786858U

98

989189

-' For a more detailed description of agricultural land use curve numbers refer toNational Engineering Handbook, Section b, Hydrology, Chapter 9, Aug. 1972.

-' Good cover is protected from grazing and litter and brush cover soil.-' Curve numbers are computed assuming the runoff from the house and driveway

is directed towards the street with a minimum of roof water directed to lawnsvhere additional infiltration could occur.

-/ Th* remaining pervious areas (lawn) are considered to be in good pasture conditionk for these curve numbera.v I' In some varmer climateij of the country a curve number of 95 may be used.

^100930

• 'i

2-50,01 - ^'•{TWENTY-FOUR HOUR RAINFALL DATA '

6.0 6.7Allegheny 2.6 3>3 -^ ^ ^ ^

Armstrong 2.6 3>3 ^ ^ ^

Beaver o ^ ^ 0 n n2'6 3'2 3.8 4.3 4.7 4.9

Bedford o o 0 £ , ,.. ' 2'8 3'6 4'5 4-9 . 5.5 6.0

'-1 4-9 5.5 6.1 6.9Blair 9 « o /r ,

2'8 3'6 4'7 4.8 5.3 5.8Bradford 28 •* A / o

'8 3'6 4'2 4.9 5.4 5.8Bucks q o / 0

3'3 4'2 5.0Butler 7 f. o o ^ rt

2'6 3'3 3.8Cambria ? « • -a / , „

2'8 3'4 4.2

5.8 6.4 7.2

4.3 4.8 5.0

4.8 5.2 5.7Cameron 9 7 -j / / «

2'7 3'4 • 4-0 4.5 5.0 5.43.0 4.0 4.8

Columbia ' 9 0 - o • »3-7 4'6

5-3 6,0 6.7Carbon

Centre o o q £ ~~ "" ~" ""2'8 3.6 4.3 4.8 5.4 5.8

Chester -i 7 • ,v „ _ „3-2 4'2 5'° 5.6 6.3 7.1

Clarion o ^ 0 0 „ .2'6 3'3 3'7 4.4 4.8 5.1

Clearfield 27 i c; , ^2-7 3'5 4-0 4.6 5.1 5.5

Clinton 2.8 3.6 4-8 5.3 5,7

5.1 5.7 6.2Crawford o S - , ^ f

2'J 3'1 3'6 4-2 4.7 4.8Cumberland p q Q Q . ^

'9 3'8 4'7 5.1 5.8 6.4

Sheet 1 of 3

___„ ___ ___ __ BXADIBQ KXXSTLYUUAVERAGE TEMPERATURE TOTAL PRECIPITATION30* "**om"

T*u

1*101*111*12.1*131*14

1*113*1*11173*111*1>1I1O1*2111131*231*24

1*331*3*1»71*311*29

It301*311*331*331934

19351*361*3*1*313*3*

1MB1*411*423*431*44

IMS1*481«71*4*1*4*1*301*511*S31*53KM

1*5518361*37193 1Ull

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28.427.131. •33.333.0

33. <29.030.X31.434.2

34.333,*37,324,138,6

41.333.43«.337,130.C

31.032.738.*31,531.134.1

21.53S.414 .5

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33,432. «2*.<31.231.3

32.*35.237.138.940.3

34.23* .738.727. •32.333.4

31.S39.314. 2

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48.437. •37.049.33«.7

38.333.23*,343. •43.*

41.4SO. I41.838.84D.4

43.438.844.239.848.1

41.139.438.3sttr37.3

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37.443.840.2

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32.430,037.844.043.8

37.241.840. 843.941.«42.63*. 342. S39.841.0

33.1

40.*49. 532.2

Apr.

55.04*.451. 153.049,1

38.430.0so.«91.091.0

48.867. 352.450.14B.O

52.847.849.449,0S3 .4

40.431.249.0wtr50.8

50.4

49.854.449.0

58.455.848.449.1

53.531.832.432,353.8

48.753.054.751.858.3S5.749.734.554.35S.4

5T.1

49,161,338.9

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39.*87.483.481.084.*5».383.298.08*.982.4

9*.*81.48S.I

5T.2

98.981. S59.481.081.4

13.962.881,7site-84.8

SB. 4

84.381.485.*

8S.388.083. S•8.4

5*.*82. S•1.882.043.9

SO, 583.881.485.1CO. 3

05.880.163.2«1.166.9

80.9

62.472.752.0

JUB*

68.070.489.071.270.2

88.488.270.488.473.170.073.872.0

88.0

78.088.588.887.871.3

73.871.07O.5TalT74. O

8*.9

72. 089.971.3

71.271.878.871. B

71.7«*.o«g.371.074.2

70.371.874.873.172.8

£9.771. B74.067. S73.1

71. «

70.980.9C0.8

Wr

78.077.274.37S.873.3

74.078.379.873.78.

73.78.74.

73.

73.75.74.78.74.

78.71.13.0TltT78.9

78.7

74.875.474.2

78.078.475.478.3

74.87S.374.878.379.2

74.276.179.077.078.8

81.572.878.777.276.9

74. O

75.783.569.8

An*

71.873.370.273.273.9

70.874.874.878.470.8

73.371.071.9

73..8

72.273.888.475.771.2

73.874.375.3737T70.1

72.8

73.577.175.7

73.072.476.078.0

72.870.078.473.878.0

73.473.874.074.472.3

77. B73. 872.974.276.7

75.4

73.482. »S3 .6

S-pt

67. •65.*87.284.884.2

89.463.982.482.467.3

87.271.3•8.167. &62.0

69.4BS.2(7.463.2• 8.0

71.472.068.0SO"«7.3

83. 8

£4.764.167.0

69.366.388.067. «

69.26B.467.3«7.464.2

63.967.287.9dS.588,1

66.763.768. S66.470.9

67.4

66.378.657. 0

Oct

36.854.056.157.4SB. 6

S8.664.*50.4SB. 656.4

60.355.158.054. A56.348.854. 858.237.893.3

54,058. «55, «TsryS3.S

56.4

54.057. e56.0

•0.337.303.854.6

35.059.862.654.461.2

58,058.783.1SB.B59.6

58.557.054.055.059,5

56.0

56,065,746.3

HOT.

38-. 540.245.246.643.8

44.343.640.844.244.04».44,1.745.84!) .743. «

42.443.841. 847.341.8

41.651.241.6T3TO"48.6

48.0

44.846. «43.8

47. B45.143.245.0

43.8<8.742.850.444 .4

416.140.745.745.843.8

42.944. S•17.045.843.7

48.9

*4.492.236.5

DM.

36.836.836.337.829.6*

32.632.423.436.626.0

36. »33.433.042.032.9

34.229.236.138.134.0

33.4«M37.233.333.4

29.7

34.535.436.6

37, 130.633,031,0

29.837.234.036.138.0

32.236.637.539.434.9

29. 940.938.720. 237.228.0

33.940.727.1

An' I

52.393.231.654,691.7

S3.092.050.3S3. 783.5

52. 235.253.753 251.4

33.051.453.453.493. S

54.339.654.254.252.7

52.6

53.794.694.2

SI. 4S4.533. B33.433.9

53.754.853.753.636.2

53.234.485. 236.154,7

54.753.554.632.455.4

53.4

53.062.143.9

,

r*4r1»101911191219131914

19151916191719182919

192019211922

1924

192519261927192 B1929

193019311932'19331934

1935

193719361939

19401941194219431944

194S3946194719481949

193019511932195319S4

1S351956195719531939

1960

RECORIHCAN

Ita.

3.243.961.S33.813.19

6. SI1.734.144.643.24

2.742.792.16

4 lea3.833.672.403.103.97

2,392.163.SB1.212.64

3.0SS.033.193.44

O.663.933.492.463.90

3.711.403.884.136.36

2.543.844.76R.761.61

O.571.541.494.542.07

3.40

3.28

r«b.4.633.23S.M3.073.37

S.B33.641.742.643.33

3.032.662.68

4*20

2.333.123.004.303.76

3,601,90l«ip2.641.96

3.361.631.774.55

2.BB1.942.401.731.97

3.772.252.222.072,72

4.233.671.653.211.39

3.074.882.194.272. 1C

3.83

3. IB

Uu.

O.883.9B8.247.191.71

1.423.934.631.834.73

4.312.434.113.363.17

2.521.801.402.933.66

3.074.353.974.464.27

2.092.432.432.30

4.173. 684.852.873.47

2.193.262.763.941.82

S.443.484.205.414.84

4.384.822.315. SB3.34

2.13

3. BO

Apr.

5.023.473.393.863.83

2.613. 972.129.022; 07

S.IOS.761.683.245.34

3.101.962.735. 955.32

2.911.911.284.142. 56

2.44

3.243. 253.27

4.841.881.472.906.05

3.430.664.623. SB4.341.843.818.23S.732.59

3.143.043.634,663.06

3.45

3.34

M.T

2.333.SS2.392.853.20

3.462.823.014.003.B5

1.393.343,332.43S.3B

2.992.072.732.763.46

3.893.664.W5.433.03

0,99

2.612.341.39

2.701.379.294.363.39

4.793.305.511,903.36

4.921.924.759.493.16

1.543.951.713.001.29

5.32

3.73

JlIM

3.734.7O2.011.313. SI

2.844. SI3.362.943.46

3.351.087.23O.545.13

2. BO3.674.39B.1B3.63

3.954.794.101.772. 02

2.78

3.105.544.36

1.404.764.742.434. SO

5.027.734.033.931.23

1.634.733.002.921.39

5.036.033.052.943.89

2.92

3.6C

lulr

3.934.98•.342.394.21

4.3<13.412.762.433.21

3.872.333. SB3.8B1.78

11.689.733.829.042.10

1.734. S3«.!?•*.B»6.936.70

4.107.783.43

4.354.739.602.480.93

7.304.S26.882. SIB.843.324.708.602.111.18

1.514.011.365.202.54

4.37

mmm4.26MM

Aag.

3.087.H4.331.193.13

•.441.5*3.003.097. SI

4.344.139.U£.374.71

l.W7.053.M4.*33.41

1.214.72,e.ni.&2.U

1.4*

9.233.9*3.31

9.483.327.7Sl.«T3.93

3jn4.«13,«13*131.**3.3C0.9C3.4*1.8*7.ST

14.193.30o.u1.9*5.9*

3.4*

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S-pt

2.O32.93*.029.370.43

3.282.62Z.422.842.08

3.633.701.26

6".33

2.334.O72.083.194.31

3.232.790.86*!u6.03

3.09

0.894,702.33

3.660.373.981.13.9.B1

fl. 873.653. 283.023.373.8B2,876.832.701.63

3.073.722.564.772.25

5.92

3.33

OeL

2.023.703.31«.7»1.40

3.1*1.34S.070,743.96

0.831.901.183. 610.04

4. SB3.«B4.611.819.45

0.662.063.84l*,441.611.71

5.372.494.03

2.012.133.226.761.91

1.773.921.881.492.562.353.051.633.453.30

s. as3.122.093.252.73

1.33

3.03

Nov.

*.«43.5*2.803.203.14

3.131.950,831.794.37

3.139.87O.332.311.44

3.303.263.632.033.93

3.110.368.71olSft-3.89

&.231.963.140.59

4. IS1.743.333.494.30

S.071.126.344.371.337.336.608.012.714.37

1.753.863.073.562.83

1.93

2.97

DM.

3.903.104.983.449.52

4.374.073.244.743.4*

4.752.173.164.511.93

1.942.104.36O.7*3.91

3.611.372.461.913.30

1.91

1.541.983.70

3.403.26S.091.273.63

3.842.421,289,903.73

4.355.453.60S.633.73

0.171.275.5*1.334.69

3.31

3.29

AJUUU!

34.8145.3447.4645.9333.31

47,3344.4533.2436.4144.09

40.6637.9636.18

44*07

42.8442.8936.1642.8643.17

27.8634.5246. B638.7339.91

33.97

37.1339.1136.30

40.3331.9354.2133.3542.1*

50.2737.8446.1448.4939.01

43.0144. 8B35.9450.7633. BS

43.9643,5431.9345.2236.84

40.39

41.74

MONTHLY AND SEASONAL DEGREE DAYS

SMJO*

' 11TC14 ——1914-1S1*15-1«191C-1?1917-11

i»is-ia1*1*-3Q1920-211*21-221*22-33.

1923-241934-291*23-28iiat-2?1927- 1*

192S-2Bi«f-ao1930-3X1*31-321*33-33

1*33-3*1«3<-3J1*39-361 138-371*37-3*

July

' -Tj3OQ3

2«4D0

30132O20Oo•0001

A ,

001*4O

o1130

926B3003*3O

118101<

S.J*

1048*707133

944024*42

42773*61SI118**13294B

33»S339101

Get

243227264333450

221239171304277

323373504333249

26336G344226294

314347278278338

No*.

558636627645727

C25631«46642578

639C4666263?497

33B605C14415703

«39492519707eos

D*c.

S441101100310081288

8181149871978993

7129939571113897

834961983776862

9S2Ml1095• 18946

Jtt

104396590910361400

954130199511561050

1046116310301090967

10501051989680755

93»11331177B13101»

F*K

1122SIS107210201000

8111032SSBS311072

1016777948765945

909767•26312•70

12199451137862818

Mu.

879•94987797637

66272S472717610

794666682G51781

S69>737797

—SSI7S1

•51821586•3&60?

Apr.

478297443427426

418497246403436

480380322461488

371468405

_ 74375"

4304S3494455343

VUr

8566422173B

1181551103996

127151769293

10915116112104

601433967193

Jan*

1445531224

730944461715029

322173137

21815113

Total

53703159S49353706067

47719S24440751055358

523B912957SB33024036

47933044311044464S35

53275183542749194974

S*uoa

1938-391939-401940-411941-421942-43

1943-441944-451945-46194G-471947-48

194B-491949-501950-511951-521952-33

1953-341954-351955-501956-371957 -SB

1958-591959-501960-61

July

00220

10100

00000

00060

oo0

Aug.

0Q331B

03B110

1140O

00000

0o0

S«pL

• 943953583

90304429119

50931033032

33365812764

574321

Get

214314421221244

348334312285121

3301662302283S6

191252213243336

313230235

H0r.

561€42630514396

630593S75488664

43962257372157497163085760«534

3fiB633540

DM.

917?»?8338431070

99210491092860960

899•361008873847

7869241092741809

11328361141

lu.

•M128710B*10*31044

95*1260992B601250

617732911BBS65710571047sgs1113102B

1045932

r*b.'TBT927*829848*1

•16*80flOB1018982

747B95C2B783734

6S58571137891037

903846

KIT.

"TffV»07Oil667743

•40411464B4BC5S

672857711751C43722688•20690779

740BBS

Apr.

-4ST528258304558

47329239938*385

371487362313393

281277465353323

294283

U,y

iirHI10570121

38197123184152

1251589913071

17362197163149

85142

JOB*

*1624710

1665S3308

614241021e34132127

161

Totel

4D365687936347305338

93225136497244933296

44574839485347434340

45244797533348105038

51534971

.

i

—————————— , ... ,_. „. ... ™ . — ... —— . y.Jb.JJJ —— ... — . — .. —— ."• — - — . —————————————

RAINFALL- RUNOFF DEPTHS FOR SELECTED RUNOFF CURVE NUMBERS^ - ^ ^ ^ fmitti

I<K;h*i "*""'"— • -ii

012345678910n12

0i23456789101112

0123456789101112

0.00.0

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1.2k

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1.09

5.07,£.06

7.0';8.d

?-03

10.03

11.0*'

0.00

0.45

1.32

2:26

5-ss

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0.17

7. 178.16

y.1510.15ll.lk

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0.50

1.39

a. 535.321.30

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6.:-y

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8.&7

9-'-7

10.27

n.rfi

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1.53:\:x>5.:-..'1.195-176.15

7.15

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11.12

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5.31l».29

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7.r-k6.33

9-3310.33

11.32

0.030.70

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8.1.6

9. 5

10.1*5

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!;,59

6.5i3

7.57

S.57

9.57

10.57

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0.4

0.05

0.72

1.60

2.51*

3. '31it. 1(8

5. 76.U5

7.

8.fc3

9. 310.1*2

ll.l*£

0.06

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1.69

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3.61

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8.36

9.53

10.5511.3k

ko.oftO.tJl*

1.77

2.73

3.72

'i.70

5-69

6.68

7.67

8.67

9.67

10.66

11.66

0,5

0.09

0.80

1.692.6lt

3.U3

4,38

5.56

6.55

7.

a. 539.5310. ;K11. "5?

0.11

0.37

1-73

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3.71

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6.fiY

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8.66

9-65

10.6511.6

0. J't

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1.07

S.033.81

it.ao5.79

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7.77

8.77

9-77

10.76

11.76

0.6O.Hi

0.89

1.78

3.71

3.70

fc.6B

5.66

6.65

7.61

8.63

9.6310.62

11.62

0.70.20

0.80.26

0.9?! 1.06

1,88

3,83

3.80

ii.78

5,76

6.75

7.7U

8.73

9-7310.72

11.72

0.17; 0.23

0.96J l.oi*

1.83! 1.5?

1.982.953.901.88

5-866.85

7.8U

8.83

9-8310.02

11.82

0.30

1.13

2.06

2.83 j 2.93. 3*03

5.81

I*. 79

5-73

6.77

7.76

8.75

9-75'

10.7511.71*

0.20

i.O?

i.y?L.'.93

3-91

it. gor».fl96.38

7-37

e.&t9.07

10.86

11.86

3.91| .00

It. 69

5.88

6.87

Y.lfc

8.85

9.85

10.85U. 8i*

o. iff

1.112.06

3-03

1.01

5.00

5.99

t>.9i!

7.97

8.97

9.97

10.96

11.96

J+,99

5-97

6.97

7.96

8.95

9-95

10.95

11.9k

o.?u1.21.2-153.131.115.10

6.09

7, OR

S.07

9.07

10.07

11.06

12.06

0.90.33

1.15

2.07

3-02 .

l.OOCURVE

k.97 QOyt.5.96

6.95 .

7.91

8.93

9-9310.92

11.92

0.38

1.22

2.16

3.13

k.10

5.0£———— — CURVE

6.07 Q3

7.07

fl.o6

9.05

10.0511.0?

12.0k

o.n?

1.702. Sit

3.22

1.21 *

3.10

6.16 94

7. ic?

8.17

9.17

10.17

11.16

12.16

Exhibit 2-7A

REFERENCESCS TR-16

U. S. OEFttRTMENT OF AGRICULTURESOIL CONSERVATION SERVICE

CNGIHGEEBIHC ft WATERSHED PLAHHINOUHITUPPER DARBY, PENNSYLVANIA

RTSC-NE-ENG.

220SHEET 12 Of H

A'Ji t uusjo »"°

——————————————————————— - ————————————— 2-.ito.lj • ————— • —— —— —— • ——— —— - — —— —— —— —

RAINFALL-RUNOFF DEPTHS FOR SELECTED RUNOFF CURVE NUMBERS"""• - ^ Tenth*l»ch«i ^ ~ » ^

0123456789101112

0123456789101112

0.0o.oo0.561.18

c.U3.1L-k.U

5.1o6.10

Y.*>

3.39

9.39

10.39

11.3P

0.00

0.61

1.58

2.56

3.55

It.?*

5.5k

6.53

7.53

8.53

9.53

10.52

11.52

0123456789101112

0*00

o./i

1.68

£.67

3.66k.66

5.65

6.65

7.65

8.659-6510.65

11.65

ai0.00

0.657.58

2.513.52

1.51

5.50

6.50

7.1?

8.19

9-k9

10.19

11. ly

0.01

0.73

1.68

2.66

3.65

1.6ii

5- 61

6.637.63

8.63

9-63

10.62

11.62

Q20.01

o.yiil.Ltt

C.6't3.62

1.61

5.60

6.60

7.59

8.59

9.59

10.59

11.59

O.Ck

0.32

1-77

2.76

3.75

1.71

3/f'i

6.73

7.73

8.73

9.73

10.72

11.72

0.000.81

1.78

2.77

3.76

1.76

5-75

6.75

7-75

8.73

9.75

10.75

11.75

O.Ol

O.go

1.88

2.87

3-66

1.86

5-85

6.85

7.85

8,«5

9.85

10.85

11.85

03O.O'p

0.831.78

?.ri3.7?1.71

5.70

6.70

7.69

8.69

9.69

10.69

11.69

0.08

0.91

1.87

2.86

3.35

k.fill

-5.G1

6, (137.838.83

9.83

10.82

11.82

0.11

1.00

1.932.973.961.96

5.95

6.95

7.95

0.95

9-95

10-95

11.95

0.4

0.11

0.921.87

.GJi3.82

1.31

5.80

6.80

7.79

8.79

9-79

10.79

11.79

O.Ik

1.01

1.97

2.95

3.95

It. 9k

5.93

6.93

7.93

8.93

9.93

10.92

11.92

0.!B

1.10

2.03

3-07

1.06

5.06

6.05

7.05

3.059.0510.0311.0512.05

0.50.1Y

1.01

1.97

i'.95

3. 1C

1.91

5-90

6.90

7.89

8.8?

9.8?

10.89

11.89

0.32

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6.03

7.03

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9.03

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2.17

3.16

1.16

5.16

6,15

7.15

8.15

9-1510.15

11.15

12.15

0.60.21

1.11

2.07

— A±P1

1.02

5.01

6.00

7.00

7-99

8,99

9-99

10.99

11.99

0.29

1.20

2.17

3.15l.lk

5.H

6.15

7.158.13

9.1310.1511.12

12.12

0.35

1.292.27

3.26

1.36

5.26

6.25

7.25

J1.25

9.23

10. S3

11.25

12.25

0.7

0.3?

1.20

2.16

5.13

1.12

5.11

6.10

7.10

8.09

9.09

10.09

11.09

12.09

0.37

1.29

2.26

3.251.2k

5.21

6.23

7.23

8.239-23

10.23

11.22

12.22

O.U

1-39

2.37

3-36

k.36

5.36

6.35

7.35

8.35

9.35

10.35

11.35

12.35

aso.lo1.302.26

3.23

1.21

5.21

6.20

7.198.19

9.19

10.19

11.19

12.19

0.16

1.392.36

3.35

1.315.3k

6.337.33

8.339-3310.3211.32

.12.32

0.53

1.1*9

2.17

3.k6

^ 1.16

5.k6

6.k5

7.15

8.15

9-15

10.15

11.15

12.15

030.13

1.39 j

" 2.36

3.32

1.31

5.30 35956.30

7.29

8,29

9.2?

10.2?

11.29

12.29

0.55

1.18

2.16

3.15k.ll I

^ n,m |6.13 <36 F7.13 j

8.13 19-13 I

10.12

11.1*2

12.12

0.62

1.58

2.57

3-56

k.56

5-55 rt.ftW

6.55 977.55

8.55

_9-55

10.55

11.55

12.55

Exhibit 2-7A

REFERENCESCS TR-16

U- S. DEPARTMENT OF AGRICULTURE .SOIL CONSERVATION SERVICE

ENQINGEERIKC a WATERSHED PL AHNWO UNIT. fVWm *tt**\BY , PENNSYLVANIA

i-RluB*™

RTSC-ME-ENO.

220SHEET 13 OF l4

\ rv * I/TO

TONOLLI CORPORATION

NESQUEHONING/ PA

• EXHIBIT XVII - ...VOLUME I _

WASTEWATER NEUTRALIZATION TANK DESCRIPTION

General Description ——————————-—————— Page 1

Tank Construction ——————————————————— Page 1

Containment ————————————————————————— Page"1

.T-ank--Evaluation.--and_Repair P-lan—---i.-----_-Page—2-

Closure of Tank ————————————————————— Page 2

lif

TONOLLI CORPORATION

NESQUEHONING, CARBON COUNTY, PA

WASTBWATER NEUTRALIZATION TANK DESCRIPTION

A- GENERAL DESCRIPTION

Tonolii Corporation operates a secondary lead smeltingplant in the Borough of Nesquehoning, Carbon- County,Pennsylvania. The plant receives lead acid batteriesand other lead scrap materials for processing. Duringthe processing operation a lead-acid waste water isproduced. This waste water is collected in a lagoonand is then used in the emission control scrubbers.The volume of waste water is effectively reduced byevaporation during the scrubber process. The majorsource of the waste water is from process operations.A storage tank with a minimum capacity of 500,000gallons will be located next to the lagoon. Thistank ensures adequate waste water storage capacity.Waste water is also pumped to a waste water treatmentplant from the lagoon.

The waste water then flows to a 5,000 gallon capacityneutralization tank where the acid water is neutral-ized. Once the water is neutralized the water is usedin the scrubber process.

B. TANK CONSTRUCTION

The neutralization tank is 8!0" diameter by 14' straightside with open top. The tank sides are constructed ofnot less than 3/16" steel plate and flat bottom of 1/4"steel plate. The tank sides, bottom and internals arecoated with a minimum of 8-10 mils epoxy coal tar coat-ing on an 8 mil primer base for a total thickness ofnot less than 16 mils. Tank is provided with 3" ser-vice outlet/ 1 1/2" air inlet and 2" valve drain con-nection, and 2" steel rung ladder, with safety cage foraccess to top of tank.

C. CONTAINMENT

Containment for this tank will be the walls of thewaste water treatment plant. The floor of the plantgently grades toward floor drains... Drains in the floorof the building will drain any liquid which escapesfrom the tank into the lagoon. The drain pipes havea check valve to prevent liquid from entering the

MM 00937

building in the event the outside storage tank would de-velop a leak and fill it's containment area. See sheets_14 and 15.

D- TANK EVALUATION AND REPAIR PLAN

1. Inspection Procedures and Schedule for Storage Tank

Tonolii Corporation will inspect the storage tank fa-cilities for leaks and malfunctions in the followingschedule of inspections.(a) All discharge control equipment including valves/pumps, and pipe couplings .will be inspected at leastonce each operating day to ensure it is in good workingorder.(b) The construction materials of the tank will be in-spected weekly to detect corrosion or leaking of fix-tures or seams.All inspections will be visual inspections.

2. Procedures for Emptying and Repairing Tank

Should a leak or weakness in the tank or fixtures be de-...tected, the tank will be drained into the waste waterstorage lagoon. If the lagoon is full when draining ofof the tank is required/ a hazardous waste treatment firmwill be contacted to dispose of the tank's contents. Ifnecessary, operation will be discontinued temporarilyto halt production of waste water.

Once the tank is drained, repairs will be made and testswill be completed to ensure that the problem has beencorrected before the tank is restored to service. Also/a certified professional engineer will inspect the repairbefore the tank is restored to service.

There is a paved access to the treatment building whichis capable of handling heavy equipment. This will allowrepair vehicles and tank trucks to service the tank (seeplan sheet 14.)

E. Closure of Tank

Upon ceasing of operations of the Nesquehoning Plant/the remaining waste water will be neutralized andtreated. The neutralization tank will be dismantled,decontaminated and be removed and disposed of in TonoliiCorporations solid waste landfill or used at anothertreatment plant.

Decontamination is accomplished by rinsing all equip-ment thoroughly. The rinse water will be collected andsent to a treatment facility.

TONOLLI CORPORATION

NESQUEHONING/ CARBON COUNTY, PA

SOILS, GEOLOGIC, GROUNDWATER,

AND GROUNDWATER MONITORING REPORT

/*"

TONOLLI CORPORATION

NESQUEHONING, CARBON COUNTY, PA

MARCH, 1985

VOLUME II

LIST OF EXHIBITS

EXHIBIT I—————————————————————————GROUNDWATER MODULE PHASE I

EXHIBIT II————————————————————————GROUNDWATER MONITORING REPORT

EXHIBIT III——————————————————————WATER QUALITY REPORT

EXHIBIT IV————————————————————————ANALYSIS OF HYDROGEOLOGIC DATA

j!f5*>>a|- - •.'.' "- •- v. vj f f--'-', cii, -:-V - fl-JF-t, - t - • - ._-*??.t- T.. , -:- Kr i3». \fc-v

.\- m .-.t m -••.---:&-:.,:-* v... Jffil&Sfc*: ':. ihA-' - -.

-- . - : - —

•'"•" ' <

" "*.-':' - :"' : r" -'' M ^ ' A , ,:-*•---'&.:&'£ -t vj. ;- _ '3;?

® fc 0- • • il?,.."' :£3fe .-* - "'"•:- — •• -4 ilffi

TONOLLI CORPORATION

' NESQUEHONING, PA "

' VOLUME 11,EXHIBIT 'I

SOILS, GEOLOGIC AND GROUNDWATER REPORT:

Groundwater Module Phase I ————————————————————— Page 1 through 13

Appendix - A "Comments by Kitlinski Assoc." ——————— Page 1 through 3

Appendix - =B U.S.G.-S. -Topo Map ———————————————————1— ----=--—— —U.S.D.A. - SCS Soils Map ———————————— 1

Appendix - C Soil Scientist's Logs —————————————— Pit #1, #2 £ #3Map of Location of Test Borings —•—————— 1Results of Test Borings —————————————— 1

Appendix - D Monitoring Well logs -and Test PitDescriptions by INTEX————————————————————————— 12

NOTE: SEE LARGE SCALE PLAN - SHEET N0.1O FOR TEST PIT LOCATIONSAND TEST BORING LOCATIONS

COMMONWEALTH OF PENNSYLVANTfDEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OK SANITARY ENGINEERINGAND

BUREAU OF HOUSING AND ENVIRONMENTAL CONTROL

GROUND WATER MODULEPHASE I

Facility Identification

Name Tonolii Waste Disposal Site Reviewed by _________________ Date

Municipality Mauch Chunk T^. Recommend approval _____ Disapproval

County ______Carbon___________ Conditions

Location

The name and date of the latest edition of the 7.5 minute topographic mapcovering the area is Tamaqua Quadrangle -•1947 (photorevised 1969)

A. Is the required copy or, if not available, a topographic map of equi-valent scale attached?

B. Is the proposed and/or existing facility (impoundments, boundaries ofspray irrigation fields including a 200 foot border, or boundaries ofsanitary landfills) shown on the 7.5 minute topographic map?

C. Supply location of the facility, measured to the nearest 0.05 inchNorth and West from the southeast corner of the 7.5 minute topographicnap. Express location in latitude and longitude also. (Degrees,minutes and seconds)

"l. Spray irrigation and sanitary landfills: Give the location of thecenter of the area designated to receive waste.

N 40°51'3"North !8_.jJ_6t West _CL. 60 Latitude ____ Longitude w 75652'46"

2. Impoundments: Locate a point at the center of each impoundment.

# North _,_; West _._ Latitude _____ Longitude _____£ North , ; West . Latitude _____ Longitude _____

North _,_; West _._ Latitude ____^ LongitudeNorth . ; West . Latitude _____ Longitude

3. Other #___North _._; West __._ Latitude _____ Longitude

II. Is the required large scale map showing the facility attached?

A. Is the large scale topographic map drawn to the following minimum scales?

Ail 8091*3

—2—

1. Spray irrigation: scale 1" - 50* Contour interval 21 Y M (

2. All other: scale 1" - 200 ' Contour interval 5' M

B. Is the following information plotted on the large scale map:

1, Location of soils/geologic/ftnd hydrologic test pits, wells orborings? -

2. The distribution , system and nozzle locations of spray irri-gation systems. y JI (

III. All of the following which occur within the site boundaries (for sprayirrigation include a 200 foot buffer zone) muse be plotted on the largescale map. All of the following outside of the site boundaries, but within1/4 nile of the boundaries, must be plotted on the 7.5 minute topographic map.

Check the appropriate space:

7.5 min. large . nottopo map scale map applicable

A. Water wells ___ ___ XB. Springs ___ x ~C. Swamps ' ___ • ___ xD. Streams x xE. Public water supplies ___ ' "TJ-F. Other bodies of water ___ ___ ~^G. Sinkholes ___ 1~~ :<H. Underground and/or surface ___ ___ x

mines "I. Mine pool discharge points ___ ___ xJ. Mining spoil piles or mine x . x ~~~

" dumpsK. Quarries ' x___ ___L. Sand and gravel pits x x ~xM. Gas and oil wells ___ . ___ "^N'. Diversion ditches ___ ___ ~^0. All water quality monitoring ___ ~~. x

points (P. Occupied dwellings ___ ___ * xQ. Roads x X ~R. Power lines ___ ___ XS. Pipelines ___ ' ___ " ~^T, Public buildings ___ "^

' -3-

IV. Check the topographic feature which best describes the setting for the facility.

A. Alluvial Terraces ___ H. Pediment ___B. Hillside (slope) ___ I. Valley flat * ___C. Sinkhole ___ J. Hillside drainageway ___D. Swamp or "marsh ___ K. Abandoned canal . ___E. Hilltop ___ L. Quarry .___F. Local depression ___ M, Strip pit .-• • •G. Upland flat ___ N. Sand or gravel^pit

0. Other (explain) Scattered piles ofMine Spoil and Flyashover Valley plat

Impoundments

Answer the following questions for impoundments only:

1. Will sides and bottom of the impoundment be made impervious? Y N

Briefly describe or explain Not applicable______

II. Will the surrounding area be graded or diked to prevent surface water fromentering the impoundment? Y N

Briefly describe or explain Mot applicable ____________

III. Will the sides be constructed to maintain a two (2) foot free-board, andbe protected against wave action? Y N

Not applicable

. . . . . - A - ' . .

GROUND WATER MODULEPHASE i

Climatology and Flooding

I. Will this be an all-season operation? •

A. If seasonal, include operating dates? _____ to _ _ _ _ » '

II, Precipitation data: For a sanitary landfill requiring collection and treat-ment of leachate 'complete I, 2, 3, 5 & 6.For spray irrigation complete 3, 4, 5'& $. *For impoundments complete 2, 5 & 6.

1. Maximum precipitation Inches/yr* 61,502*. Average precipitation - inches/yr. - '46.283. Maximum monthly precipitation Montt\j\ine_' 72in. 14 .15._ •4. Minimum monthly precipitation Month______ in,______5- Station of record Tamaqua 4 N Dam6. - Length of historical record 7 years

III. Surface Evaporation Data Required for Impoundments Only. Not applicable

1. Average surface evaporation inches/yr.__________2. Station of record _______________3. Length of historical record ___________. *

IV. Flooding Frequency'

A. Will all or part of the site'be inundated? (check one)

___ once in 5 years or more___ once in 10 years___ once in 25 years___ once in 50 years Not inundated during June, 1972___ once in 100 years flood. Future flow in Nesquehoning___ never Creek will be primarily dependent

on discharge from Lake Hauto Dam.B. Source of flooding information ______________________________

-5-

CROUND WATER MODULEPHASE I

Soils

I. List each of the soil series and phases present on the site.

Soil Series - Phase

A. ___Mn - Mi n e dump s, co a1___________________

B. ___Hy - Holly silt loam__________________

C.

D. ____Note; The mine waste overlies the nolly silt loam.

E. __________Refer to the test pit logs •___________

II. Is the required copy of the U.S.D.A. Soil Conservation Service soils mapfor the area showing site boundaries attached? Y N

III. Have borings or test pits been made to describe soils and determine tbeirdepth? . MM N

A. Are their locntlons shown on both the large scale map and the soilsrr.ap? Not shown on soils map - scale too small

B. The minimum chlckncss. of soil to horizon(s) containing 607. or morecoarse fragments Is 78+ inches.

1. How was soil thickness determined? Tost pits

C. Are the required pit or boring descriptions (by horizon) attached?

IV. The percolation rates for the soils are: (Complete where applicable. Forexample: spray irrigation, tile fields, seepage beds, etc.)

Not applicable Soil Series

A. ________________ inches/hour __

B. __________________ inches/hour

C. _________________ inches/hour ____________:

D. __ _____________ inches/hour

E. ________________ inches/hour

\V. How were the percolation rates determined? ____ Not

ARI009lt7

-6- . .

A. If percolation tests were run, are all percolation test holes shownon the soils map? Not applicable Y N

VI. What Is the maximum slope at the proposed site? ___38_____ percentNote: 38% slope is the maximum slope of the flyash

VII. What Is the shallowest depth from the surface to mottling?

A, How was the above determined? Inspection of test

piles .

12 inches.

pits

VIII, Is there a fragipan present? . ' Y ^N

IX. What is the shallowest depth to the fragipan? inches. Not applicable

A. How was the above determined? Not applicable

Name and address of the soil scientist supplying the above data:

Name John S. Mccill, Soil ScientistF. T. Kitlinski & Associates, Inc.

Street 1335 N*. Front Street

City and State Harrisbura, Pa. 2ip 17102

Phone number (include area code) (717) 238-9659

Sources of Data:

1. Site inspection

2 . "Soil Survey - Carbon County, Pennsylvania,"

by the Soil Conservation Service (U.S.D.A.

published

)November, 1962.

CROUND WATER MODULEPHASE I

Geology

I. Glacial and Alluvial Materials

A. Is the site within the glaciated area of Pennsylvania? (Y) N

R. Are glacial or alluvial deposits present under the proposed site? f vj N

1. What is their maximum thickness? Unknovhi feet

2. What is their minimum thickness? 60+ ____ feet

3. How were tho, thicknesses determined? Test borings drilled

for proposed Tonolii pliant - refer to exhibits in Appendix D

4. Are the locntion(s) of maximum and minimum thicknesses shown onthe large scale rvip? Refer to exhibits in Appendix D Y

5. Discuss the effects of these materials on discharges from theproposed facility.At the eolid waste site, a thick deposit of coarse-

r.; 1 } _ _is_ _c xp_ec_tod to _underl io theHolly silt loam. Due to a massive cla'y layer within

. ._t h e _Hq.l_l v sj.1 t_ 1 p a m , , _th o_ _ 1 oac.hajiG__shou I d not seepdcv/nward into the glacieil outwash .

IT. Bedrock

A. Formation name Mauch Chunk

B. Lithologies (plot on large scale nap if more than one lithology)

Intorbedded, red, siltv shale and siItstone

C. Are all areas where depth to bedrock is less than 5 feet shown on thelarge scale map? Mot applicable Y N

D. Does bodrock crop out within the boundaries or within 200 feet of theproposed facility? Y

1. Are all outcrops shown on the large scale map? Mot applicable Y

E. Characterize the degree of weathering Not applicable____

F. What is the regional structure of bedrock in the area of the site?

Northern flank of largo post-Pottsville syncline_______

G. Local Structure

1. Is bedrock folded at the site? Y

a. Type: (check-one) Syncline___ Anticline___

Not Applicable other (name)_____________

b. Strike and plunge of fold axis are: Not applicable

Strike__________________ Plunge____"___________

c. Location of site in relation to local structure Not applicable

2. Attitude Bedrock readings taken along strike near Nesquehoninshale-siltstone

a. Strike N 80° E and dip 60° S of ________ bedrock.

b. Strike ________ and dip________ of ________• bedrock.

c. Strike _________ and dip________ of _________bedrock.

3. Joints

a. Strike _N 15° W and dtp 80° SW of joints.

b. Strike N 60° E and dip 40° NW of joints.

c. Strike N 15 ° E and dip Vortica^ of joints.

4. What is the respective spacing of these joints?

a. One inch to two feet__________________-______

b. Six inches to two feet_______________________

c. six inches to one foot___________;______*____

5. Are joints open? (explain) Y

a. ___Joints in upper bedrock zone in Mauch Chunk are

b. ___usually filled, with clay and silt* Bedrock is

c. not exposed at the site______________________

6. Cleavage None recognized

a. Strike _______ and dip _____. of cleavage.

b. Strike ________ and dip ________ of cleavage.'

c. Strike _______ and dip ________ of cleavage.

7. Faults None;

a. Strike ______ and dip ________ of faults.,. f

b. Strike _______ and dip ________ of faults.

c. Strike _____._ and dip _________ of faults.

8, Are the locations of *U "* faults that occur within 1/4 mile of thesite's boundaries shown ^n the large scale map and 7 1/2 minutetopographic map? Not Applicable

———None present at site- 9. Are .ill 3 inentmmts and i racture traces located on both the

7.5 minuce topographic m.ip and the large scale map?

10. Briefly characterize these fractures, joints, etc. and discusstheir control on the roovenent of infiltrating water and groundwater. QJrL .--JLlL-J £ vl£S s i. s t en t for

considerable distances, but are usually tight and

frequently filled wit sediment. The Mauch Chunk is

considered a poor wal '£_sour_ce._ Ground water micjra_t££-t-

primarily along these fractures rather than through therock pores

H. Has n saprollte developed on the bedrock? Unknown Y

1. What is the shallowest depth from the surface 'to bedrock.• _______ feet. unknown

2. Describe the texture Unknown

I. Is bedrock a carbonate rock? Y

1. Are there any undrained surface depressions or sinkholes at thesite? Y

2. Show all slnkholos within 1/4 mile of the site on the 7 1/2 minutetopographic map and on the large scale map? Not Applicable Y

J. Ar£ there any active or inactive deep mines within 1/4 mile of the siteboundaries? • Y (N

1, What is the minimum depth to mlned-out area? _______ feet Not ADplicable

2. What is the areal extent of the mlned-out ajrea Not Applicable

-10-

3. What mineral resource was extracted? Not Applicable

a. 1-f coal, name the seam(s) that were mined. ________

Not Applicable____________________________.

Name and address of geologist supplying the above data:

N am e: s_____R lch_ar d__ K. Con 1 in_____________________

Street: ___1101 Grand view Boulevard____________-

City & State Lancaster, Pa._____________ Zip 17601

Phone Number (include area code): (717)_393-0822_____

Sources of Data and Comments:

1. Site inspection________________________________________

2. Penna. Geological Survey compilation maps. ''_________

______The proposed landfill site lies within coal mine spoil

_____piles and flvash piles. Tnformntion on cover material

'______beneath the piles and bedrock was obtained along strike.

952

-II-

CROUN1) WATER MODULEPHASE I

Hydrology

I, Have test pits X borings _-±_» or wells ___ (check one or more) beenmade for the hydrologic investigation?

A. Is the required complete geologic description (log) of all earthmaterials penetrated included?

B. If a well, what was the method of drilling? Not An P1 ic ab I eirOTE: The actual water table was measured in Test Pit No. 1-

Perched water tables were measured in Test Pit Nos. 231. Depth to ground water table and 3_ Refer to Appendix A for

additional discussion,A. The maximum depth to the water table within the sire is _____ feet. Unknow:

1 . Date of measurement ______________.

2. The location is shown on the 7.5 minute ___ or large scale ___map (check one).

3. If measurement is from a well or pit, give date of completion forsame ______________________.

B. The minimum depth to .the water table within the site is 2 . _S feet.

1. Dat,e of measurement Jan_, 2J3 , 1973^ .

2. Is the location shown on the 7. *> minute ___ or large scale __xmap (chock one)-

3. If measurement is from a well or pit, give date of completionfor same Jo n . 2_p . f 1 7 3

C. Describe seasonal water table fluctuations at the above locations.

Corresponds to flow in _Npscruchoninq Crock whj.ch pr imari 1 y

depends on discharge from Lake iiauto Dam. Creek levels

normally vary from 3 to 4 feet a year.________________

D. Describe all parched or special water table conditions.

water table exists whore surface of the clayJ.-iyc-rof the Holly silt loarr« is higher thnn the level of the creek.Surface runoff permeates into the mine waste_nnd flowsa~s ground"water over the cloy layer toward the creek.

E. Does ground water drain to deep mines?

HI. Have you shown the direction(s) of ground water movement from the siteon the x large scale or ___7.5 minute map (check one)7

-12-

A, Describe how the above was determined:Site inspection

TV

B. The location of the ground water discharge polnt(s) affected by thisfacility is Nesguebpnlng r.rGck__________________________

C. Discuss the rate, of ground water flow at this site as it applies to the.operation of this facility: IP. the absence of a 3.iner or_im^_perveous barrier, leachate will flow Lhrouoh the mine waste^ er_Ji}ie_sur_£ac -of~tCreek.

Describe below the proposed ground water quality monitoring points for approval.(For sanitary l.-mrif 11 I s, monitoring point proposals are subject to final approvalof the Engineering Design Plans. No wells are to be drilled until final approvalof the Engineering Design Plans.) Refer to discussion in Appendix A.

No monitoring wells havo beenA. Wells (check one) proposed since Q liner has been

t, t t, ,, , i-'cconimGnded .for this facility.1. ___For existing wells complete the table below. J--'-j1 •

2. __|_Kor proposed new well construction, complete the table from yourspeclficiatlons.

MonitoringPoint

Number 'DrillingMethod Depth Diameter

CasingDepth

ZonesPerforated

Location*InchesNorth

InchesWont

Surface_EIj.vat_i_pn_

__ j

i*Measured from the southeast corner of the. 7.5 minute topographic map.

B. Springs

MonitoringPoint

Number Elevation1

,

"

Rate ofFlow(fiprc)

Date ofMeasurement

Location*InchesNorth

ii/!- j-7]

InchesWest

^Measured from the southeast corner of the 7.5 minute topographic map

-13-

1. Do all springs listed have a continuous year-round flow?

a. If not, explain ________________

C. Other - describe and locate.

FOR DEPARTMENT USE ONLY:(For sanitary landfills this constitutes p/jQ-Jninary approval only. No wells areto be drilled until final approval of the Engineering Design Plans,)

Proposed monitoring point locations and construction approved:

Name: Date

Comments:

V. Name and address of geologist or hydrogeologist supplying the above data:

Name : ____ Gary_j3^ _ L'lFrance , p , K.._F. T. Kitl.inr.ki & Associates, Inc.

Street: 133 5_.N - _Front Street_____________

City & State: Harrisburq, Pa._______________ Zip 17102

Phone Nunber (include area code) (717) 238-9659______________

Sources of Data and Comments:

1. Site inspection________________________..______

Test boring and test pit data

IRI00955

APPENDIX A

Comments by F. T. Kitlinski & Associates, Inc.Consulting Foundation Engineers

F. T. KITI-IXSKI <& ASSOCIATES, ING.rONHl"LTIN<i y

TEt.lX T. XJTLINJKI. r. IL . 1333 NOHTH KROVT SGJUIT O, LAriUNCZ. P. K- llAll«ISIirmi. I'CSXHYI.VANIA 171O2

——— TRI.EPHOM:I 717 .. EI.5D!n. coxTtKHJUL*

February 27, 1973

Re: proposed Solid Waste Disposal Site • ' ' •Tonolii Corporation of PennsylvaniaMauch Chunk TownshipCarbon County, Pennsylvania

Description of Site

The site covered by this investigation is owned by the TonoliiCorporation of Pennsylvania and is a former dumping ground formine waste and flyash. After some site grading to eliminateseveral surface irregularities, it is expected that the proposedsolid waste disposal site will be a gently sloping, 295- by155-foot tract which will be surrounded by large piles of flyash.The flyash piLes are covered with a thin layer of mine waste tocontrol wind erosion- The principal component of the solid wastewill be the crushed casings of lead storage batteries.

Subsurface Strata

Three (3) test pits were excavated at the proposed disposal siteto ascertain the subsurface conditions. Our inspection of thetest pits indicated that the upper one (1) to' five (5) feet ofoverburden consists of mine waste which is composed of gravel-sized fragments of slate, shale, and bony coal with a few fines.Underlying the mine waste is the Holly silt loam which is afine-grained alluvial deposit. The upper two (2) feet of theHolly series comprise a massive, impermeable layer of silty clay.The remainder of the Holly serie.s exposed by the test pits- con-sists of reddish brown, sandy, clayey silt containing some gravel,Despite the limited information disclosed by the shallow-depthpits, it is highly probable that the Holly series is underlainby an extensive deposit of coarse-grained glacial ;outwash.This latter statement is primarily based on the results of BoringNo. 4 which was drilled at the proposed Tonolii plant site ad-joining the solid waste area. Boring No. 4 extended to a depthof 60 feet without completely penetrating the glacial outwash.

AR1009-57

Ground Water conditions

On January 25, 1973, the ground water was recorded at elevation989.9 in Test Pit No. 1; at elevation 993.8 in Test Pit Wo. 2;and at elevation 993.9 in Test Pit No. 3. On the same day, thelevel of the Ne^quohoning Creek in this vicinity was determinedto be elevation 989,5 +0.5'. To facilitate the logging of thetest pits, attempts were made to bail out the water in the pits.In Test Pit No. 1, the ground water quickly flowed back into thepit from all directions. In Tost pit Nos, 2 and 3, the groundwater flowed back into the pits from mainly tho northern endabove the contact between the mine waste and the clay layer ofthe Holly series. Based on the recorded measurements and theobserved phenomena, it is likely that two (2) ground-water tablesare present at the site - the true ground-water table which cor-responds to the level of the nearby Nesquehoning Creek and aperched ground-water table above the impermeable clay layer.The source of the water for the perched table is the surface run-off which seeps downward into the porous mine waste and continuesto flow toward the l,Tesquehoning Creek.

Foundation preparation for Disposal Site

The surface of the clay layer of the Holly series varies fromelevation 993.8 in Tost Pit Nos. 2 and 3 to elevation 988.9 inTest Pit No. 1. In comparison with the level of NesquehoningCreek measured on January 25, 1973, the surface of the claylayer is four (4) feet above the creek level in Test Pit Hos. 2and 3, and about even with the creek -level in Test Pit No. 1.In general, the clay surface slopes downward toward the Nes-quehoning creek at n slightly greater rate than the ground sur-face.

Under the existing conditions, the leachate from the solid wastemay be expected to seep downward through the porous mine wasteand mix with tho perched ground-water table above the clay layer.Without question, there is inadequate opportunity for regenera-tion before the leachate will reach the ground water. Conse-quently, the leachate must be collected and treated before it'.isdischarged into either the ground water or into NesquehoningCreek.

Two (2) alternate methods may be employed to prepare the sub-grade of the disposal area to facilitate the collection of theleachate. The first method is to place an impervious membraneliner made of material such as butyl rubber over the entiresubgrade of the disposal area. The second approach would beto install a deep drainage system to channel the flow from theperched water table away from the disposal sit.e and to constructan impervious earthen dike on top of the clay layer to trap theleachate before it reaches the Nesquehoning Creek. As a resultof our cursory evaluation of the feasibility and economicsof these alternate collection systems, preference should be givento the use of an impervious membrane liner.

,958

Recommendations

Based on the - foregoing discussion and analysis, we recommend thatjan impervious membrane liner be installed over the subgrade ofthe waste disposal area to provide for tho collection of theleachatc. We also recommend that a perimeter drainage ditchbe constructed to keep the surface runoff from flowing ontothe membrane liner. If a membrane liner is used for this project,we see no need to install ground-water monitoring wells.

Respectfully submitted.

F. T. KITLINSKI & ASSOCIATES, INC.C

. _^—-.Gary G.-LaFrance, P.E.

$ GARY e/iiNES UrS.',;;r:- •

APPENDIX B

USGS TOPOGRAPHIC MAP

USDA - SCS SOIL MAP

;.:•> Ml NUTE SERIES (TOPOG R A PH 1C)

66'"T"

A

Suipmit.Hiil\ ">r;--*

x

UJUIN i Y. KLNNSYLVANIA-SMKU NijMIJLK 2'^

APPENDIX C

SOIL SCIENTIST'S LOGS OFTEST PIT NOS. 1-3

LAYOUT OF TEST BORINGS

RESULTS OF TEST BORINGS

FIB

PROPOSED SOLID WASTE DISPOSAL AREATONOLLI CORPORATION OF PENNSYLVANIA

MAUCH CHUNK TOWNSHIPCARBON COUNTY, PENNSYLVANIA

Logof

TEST PIT NO. 1by

John S. McGill, Soil Scientist •- ; '

Depth belowExisting Ground Description of Material

0.0' - 3.5 ? Mine waste; gravel-sized fragmentsof slate, shale, and bony coal w/some fines

3.5' - 4.5-' • Black silty clay w/ some organicmatter and roots

4.5' - 5.5' Mottled grey and yellowish brownsilty clay - massive

5.5' - 6.5' .Reddish brown silt loam, w/ 20%coarse material - platy

Bottom of test pit @ 6.5'

Notes:

1. The ground elevation at the test pit location was 993.37.

2. The test pit was logged on January 25, 1973.

3. On the date logged, the water level in the test pit was2.5 feet below the ground surface. After partial bailing,water re-entered the pit from all sides.

F. T. Kitlinski & Associates, Inc.Harrisburg, Pennsylvania

JG096-U

PROPOSED SOLID WASTE DISPOSAL AREATONOLLI CORPORATION OF PENNSYLVANIA

MAUCH CHUNK TOWNSHIPCARBON COUNTY, PENNSYLVANIA

Logof

TEST PIT NO. 2by

John S. McGill, Soil Scientist

Depth belowExisting Ground Description of Material

0.0' - 5.0' Mine waste: gravel-sized fragmentsof slate, shale, and bony coal w/some fines

5.01 - 6.5' Mottled grey and yellowish brownsilty clay - massive

Bottom of test pit @ 6.5*

Notes:

1. The ground elevation at the tost pit location was 998.79.

2. The test pit was logged on January 25, 1973

3. On the date logged, the water level in the test pit was5.0 feet below the ground surface. After partial bailing,water re-entered the pit mainly from the northern sideat the contact between the mine wante and clay.

F. T. Kitlinski & Associates, Inc.Harrisburg, Pennsylvania

100965

PROPOSED SOLID WASTE DISPOSAL AREATONOLLI CORPORATION OF PENNSYLVANIA

MAUCH CHUNK TOWNSHIPCARBON COUKTY, PENNSYLVANIA

LogOf

TEST PIT NO. 3by

John S. McGill, Soil Scientist

Deoth belowExisting Ground Description of Material

0.0' - 1.0' Mine waste: gravel-sized fragmentsof slate, shale, and bony coal w/some fines

1.0' - 3.01 Mottled yellow and brown silty clayw/ a trace of gravel - massive

3.0' - 6.0' .Reddish brown silt loam w/ about20% coarse material (#4 to 8",subangular to rounded) - platyBottom of test pit @ 6.0'

Notes:

1. The ground elevation at the test pit location was 994.85.

2. The test pit was logged on January 25, 1973.

3. On the date logged, the test pit was filled with water.After partial bailing, water. rapidly re-entered the pitmainly from the northern side just above the mine waste -clay contact.

F. T. Kitlinski & Associates, Inc.Harrisburg, Pennsylvania

Homo Vallty Ettotn Inc.

X

^/ BATTERYs iiNi-nAni

'DUMPINGAREA *(PAVED '«——

/ L---- r is y?1"***"* " T \

I V7% F: '.V /-r:.;L. -•- VI\l ,'s/ £--•'<£> :' • r -r- ? '-1 """"•'; HV-M*#-i^ •-•^V' '• So-. n!-.-:»i)r^ • /•--• w ^-. . ./ >?•. t**i:'- a - '--y lMv , *":.*' /., / - . - / • • "•-•-11 .x- 'A. ,^,*.T. 1 - - v—J-l,- —i^.* —«'Sjev.i-.-—4*

•A-H- ,,..,.-. ..:-'-• --- - -r ;

HfOMI i t;KrUNLOADING ••A DC A

M 'a/

UA•r Op'

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,. , VI„ _ ? - , • ' • . V, • / . "Pf, •r>?l«>:

I9i

; ; i. _. y • . .- ,//vc.

18'jiji.eaown SANW snj w

UUfl *CP TO LARGE C06a_ES

80ULDERSMOIST- CENSE

l« TO"ED

CF T00985'

COBBLES & BOULDERS|________MOIST-DENSE _______1006,1JO'-SO' GftCnSH BL Si.ATE W6L SILTY

— .SrVpENSE TO MEP lQQi46^iso'-tio' BLACniSn ctv SLATE W/CCAL •

FRAGMENTS & MED ° CCWSiS*KD, SOME COBBLESMO'51 • MEO

IB!!S|liiV ! i MO-SI • OENSE . . iaTzlioJflo|9>: ___________ _______________10QB 07' .173 ft' 71* frQJTi IW[l(, .*Tt:-| BO-MO BR S-LTY W«E TO MED SAND ,i;- •' ' • 4 GRAVEL •*• MANY CLOSELY ' '191 '.LLiK,,,

NESTED coeaas a "'

__ MOST-DENSECOS8LE1

%,150-aDO' RCCXWH BR 3AMy» SH.T- W/IMNVHOCK

r COMLC3

OrtOfli»« AT 300

: A • cIt 10

i 5Ti

4S

1 *ll2

ifiajT*

159 SO

$OjSQ

OO'-IO

•JCf-40'

40''<Zd

tzff-w a

• E K9H9D*m. M SOT FINE SAK) W/MAW COBBLES » BOULDERS

•LJCX COM. 3U ft COBBLESMOIST DENSE lOWSd•R SLTV FUC TO MEO SANOft OWCL W/WANY O.OSCLTNESTED caaaL£s * BCUXCMS

I009O*M DOSH M SUIT FINE TOMED SAND ft GHAVEL WMAW CLOSEU NEMEDCOBBLES A BOOfEAS

etc or ICMING AT n o'

END OF BORING AT 19 O'

BCKEBAL

COLUMN'A' DENOTES BU**3 PER FOOT ON CASINGCOLUMN"8' SEMITES DEPTH OF LOWER LIU1T Of SPOON

SAMPLE OR BOTTOM OF CORE RUNCOLUMN 'C' DEMOTES BLOWS FOR LAST M'CH JAMFLE

OR PERCaT OF CORE RECOVERY

CASNC SIE OO 4*MAMUEH OROP II'ON CA5WQ

ORWf KAMUEH WE CUT 300 UBIAUPLEO HAMMER WEKIHT 140 L«S

SPOOM SIZE 00 i'HAUUER DROP 50-ON iAWPLEHCORE BITSI2C J-j

j / 6 E • (,-KJHD (LEWTION

* ——7_, INDICATES GROUND WMTER ELEVATION~~.~ OBSEHVED OH M HOURS AFTER

COMPLETION OF,DRILLING

$

S

H®n^w—i T

///

„ TONOLI CORPOflATrON OFPENNSYLVANIA

NON- FEaSOUS METALS fi£F INERT

CA^ON

OEC1(7!

"T B."0

BOROUGH OF

COUNTT

TE;ST BORING

MESOUEHONiNG

PEf SrLVAWf*

RESULTS

UHMn. COMiiLi»»B.*e r, j1,~«. IP""" «'

WELL CONSTRUCTION SUMMARY WELL:PROJECT;

Well Depth Geology Well Cross Section Construction Details Br^- with water zones

Ground Level

i V

•

.•

S~*-——<>~ - ^ * _X-\_X——'"Rock" at 120 '

.

-

.•

•

»

^'

S R !

.

IT- 4" ID Pipe

- 8" IDWell

•m-'-™ »

J0969

Location: TonolNesqu

Driller:Date Started:Date Completed:

li Corporationehoning, PA

--

Driller's file name:Log obtained from Tonolii Corp.

Yield: "How Determined:

Total Well Depth: 350'

Static Water Level: 15' B.G,Date:

Casings:Diameter

4-Depthunxncwn•

Grouting Details:Unknown :

Water Bearing Zones:

Depths Yieldl3Pi "Vein of water"157 ' II234 r III251 ' IV295 ' V318 ' VI343 ' VH

Water Quality:

11 uH II

II H

II II

II II

II II

Data provided by:

Hnrtn' INTERNATIONAL EXPJ^BATIB[jJ Jj E y1 577 Sackettsf. pR. y jf ..S-tfft w?T iinster. P ^

Date:

18974-139

WELL CONSTRUCTION SUMMARY WELL: #2PROJECT; DER

Monitor Well

• DEPTH weix cross faection(ft) GEOLOGY with water zones

, . StTRFACE COAL REFUSEu' Black, silt-rock fragments <

of shale/coalCOAL REFUSE 161 V_

*

_ Alluvial clays sands andm gravels ^ :

tSB IOCSCT !•* '

Cap

• - Cement grout

<

J•f - 10" steel. casing to 20 '

1

f

6" slotted steelcasing exposedfrom 20 1 to 391

70

Construction Details

Location: Tonolii Corp,Nesquehoning, PA

Driller:Date Started:Date Completed: 10/14/76

Driller's file name:

Yield: 10.5 gpmHow Determined: Throttled pump

to zero drawdown.

Total Well Depth: 39'

Static Water Level: 16' fromDate: 10/14/76 grade.

Casings:Diameter Depth

10" steel 0-20'6" steel 0-20',6" slotted.., _._ 20-39'

Grouting Details:Cement from 0-20 '

Water Bearing Zones:

Depths Yield

Water Quality:

Data provided by: Previous ModulSA . II for site.

ifrN TLj INTERNATIONAL EXPLORATI.•[jjljy 577 Sackettsford Re. \ ir ~=y Warnanster, PA( Sf ' 18974-139*

Date:

WELL CONSTRUCTION SUMMJ

i "WELL-DEPTH Well Cross Section

v (ft) GEOLOGY with water zones

, SURFACE COAL REFUSE

0-19 Black silt-rockfragments of shale/0031 Q. VCOAL REFUSE y — ——

19-39 ' Alluvial clays, sandsI and gravels.

39' TD

NOTE: Since construction, it has'been necessary to extend the

= casing S.I1. Total depth isnow 47 . 1 ' *

iH

fc* \009T1

w — ••

t

1J

^ JijI1

11

ii

1

Cap.•:1

*.RY WELL : # 3PROJECT: DER

Monitor Wel3

Construction Detailsfl|._F

Location: Tonolii Corp.Nesquehoning, PA.

Driller:Date Started:Date Completed: 10/14/76

Driller1 s file name:

Yield:How Determined:

Total Well Depth: 39 '

Static Water Level: 9' from grac -Date: 10/14/76

Casings:Diameter Depth10" steel u-2uf6" steel 0-20' ^6" slotted 20-39' f

Grouting Details:Cement

Water Bearing Zones:

Depths Yield

Water Quality:

Data provided by: Previous Modulx£S;i>w I1 for site.

0[ SjT"" 1 tt INTERNATIONAL EXPJ^^ATL•I K 1 TJ^V 577 Sackettsf< pR. y f J n. Warmlnster, EZ ^( 3*27 18974-139 1

Date: 1

WELL CONSTRUCTION SUMMARY WELL: |7PROJECT: DER MDnitor W

•'WELLDEPTH. Well Cross Section

v (ft) GEOLOGY with water zones

pi STTRFAHE COAL REFUSE ^0-45' Black silt-rock fragirents

of Coal RefuseWbod at base.Dry throughout.

. • •<'1

V7_Y_ r

.

_/~- — - — I45 * c• 45-60 ' Brcwn clay with sand £

and rounded pebble layers, : J •some cobbles. ALLUVIAL %•DEPOSITS.

. 60-90' Gravels %-l" diameterwith orange-brcwnsilty clay matrix.Cuttings balling upbut dry. Sore cobblesencountered..

..

.

WI009TZ-

Locking Cap--- 18" stick up

S-vcrrout slope*

••

, .- Static water• Level 37.7' ETC

"- 6" Steel Casingito 52'

18' length

- Cement groutto surface

.- Steel casingwith rubber

- annular ring- and bentonite~ seal.--_; - Some sand~ inserted aroundI .annulus of PVC" screen.-I 20 slot 4" PVC

screened.Casing exposed

T from 52.0' to: 74.5-- 4" PVC CasingI to 74.5 'Z| Hole caved fron, 74 5 i to 90 'I / Tt . *? Uf* — ' **

before casing' inserted.* TD 90*

11

Construction Details

Location: Tonolii Site adjacent fcNo. 5 well

Driller: odenheimerDate Started: 12/7/83Date Completed: 12/7/83

Driller's file name:

Yield:How Determined:

Total Well Depth: 74.5 feet

Static Water Level: 37. 71 B1CDate: 12/8/83 2:00 PM

Casings:Diameter Depth

* 6" Steel 0-5 .04" PVC 0-44.54" PVC Screen 44.5-74.5

Grouting Details: Rubber sleeveplaced on base of *o " casing.1 bag bentonite poured down annulusfollowed by cementWater Bearing Zones:

Depths Yield@ 45' Possible perched water,

dry above this level.60 '-74.5'- Well cuttings damp but

no irnrediate flow of water f :hole.

Possible perched water coal refusewas dry when first penetrated.Sairple not collected.

Water Quality:

Data provided by: Philip Getty-SSiVw

* f Bm ^__k•1 N luTLj INTERNATIONAL. EXPLORATK' I U I I eflf 577 Sackettsford Re• \ F 'JS-fl- Warminster, PAVA-^ 18974-139*

Date: 12/7/83

WELL CONSTRUCTION SUMMARY WELL: #8PROJECT :DER Monitor We:

1 WELL- DEPTH Well Cross Sectionv (ft) GEOLOGY with water zones

n? Surface Coal Refuse ^0-42 ! Black silt-rock fragments

of Coal Refuse.Dry throughout.

.

-

.

<V

:42' __-_ ^-- *• * >*-* x - ^ — '— --- — - - .

42?-75! orange-brown silty .[clay, pebble and cobble vlayers within. v

' Alluvium. f ,v

:

,

'x

1

- LocKing Cap•- 1.51 of stick U£•?x. Sloped Grout

. - Cerrent groutinserted inannulus fromsurface.

6" steel casingto 45. 51

<' 18 r lengths

; • - Cement grout.' . inserted prior• ;\ to installation

- - J of steel casing

: " - Static water:. ' level 32.5' ETC; ,'

-'

'

[

- Sand packplaced along

> outside of PVC

- R\±)ber annular^ ring on steel

casing andbentonite seal

- 20 Slot PVC4" screenedcasing exposedfrom 45,5 to48.6'.

Drilled 6" holeto 75'. Holecollapsed to48.6' beforecasing was in-serted. TD-751

Construction Details ^

'Location: Tonolii Site approx.90 ' pa«;t of Well #6_/ \j CU.D I** v— 'i. »i o.j, Tr'-'

Driller: OdenheimerDate Started: 12/8/83Date Completed: 12/8/83

Driller1 s file name:

.,Yield:How Determined:

Total Well Depth: 48.6

Static Water Level:32.5' BTCDate: 12/8/83 § 1:30 PM

Casings :Diameter Depth

' 6" steel 0-45.5' "'4" PVC 0-28.6' ^4" screened 2&1 6~r~::TH7 P

Grouting Details:Drilled 8%" hole to 47'. Inserted1 bag of bentonite then cement -_sufficient to fill lower 25' of hole .Water Bearing Zones:

Depths Yield -Water first encountered at baseof coal refuse (42 ')Possible artesian condition ascoal refuse was dry dcwn to baseyet water level in well roseabove base.

Water Quality: Sairple not collect

Data provided by: Philip Getty

l k .'NTERNAT.ONAU EXPL^K•I i 1 j f cr~\y 577 Sackettsf oj Ht•\ r "^^ Warminster, PA> JL / 18974-139,^ — -^

Date:

CONSTRUCTION SUMMARY WELL: $?PROJECT: DER Monitor We

'WELLm DEPTHW (ft) GEOLOGY

Surface of Coal Refuse0-10 ' Black silt and rock

fragments of Coal Refuse

Perched Water

10-H.61 Brown silty-clay sanegray mottling.

1

IUU

Well Cross Sectionwith water zones

Tnrfc"?ng Cap2.3* Stickup

M j - Cement/ Grout

? - 6" Steel, ' * Casing to 4,7'/;r f 20 slot 4" PVC' z ;| exposed fromf I :\ 1.61 to 11.6'ft - ':\ - Sand pack

Surrp dugIV into clay,. .filled with sand

•

BOS?1*

Construction Details

Location: Tonolii Site approx.90 ' ESE of Well #3

Driller: TonoliiDate Started: 12/7/83Date Completed: 12/8/83

Driller 's file name:Well installed by backhoe

Yield:How Determined;

Total Well Depth: 11.6'

Static Water Level: 13.4' BTCDate: 12/8/83 @ 1 PM

Casings:Diameter Depthb" steal 0-4. 7 r4" pvc Q-1.6' . . . _ . .

4 " Screened PVC 1 . 6 ' -11 P 6 'Grouting Details:Cement poured around ipper l .1 ofcasing and sloped.

Water Bearing Zones:

Depths YieldPerched water resting upon clay 1 €at 10'.

Water Quality: Sanple collectedfrom open pit 12/7/83.

Data provided by: Philip Getty

• rNlLTn '•^ INTERNATIONAL EXPLORATION•IjjJjJ M 577 Sackettsford Bdt \ f & Warminster, PAi 18974-1398

Date: 12/8/83

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT A

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-41"-i- Black silty-coarse COAL REFUSE

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT B

Date of test 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-33" Black silty-coarse COAL REFUSE

@ 33" Water seeping off of clay layer.

33n-55" Yellow brown silty CLAY, blockysticky and plastic, firm, prominantcoarse and many faint gray mottles.

55" + 10% stones larger than 10"

IQG976

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT C

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

Not able to be tested as a resultof standing water on surface.

SOIL PROFILE

TONOLLI CORPORATION SITE

PIT D

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-31"-t- Black silty-coarse COAL REFUSE

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT E

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-15" Black silty-coarse COAL REFUSE

@ 15" Water seeping off of top of clay layer

15"-17" Gleyed silty CLAY sticky and saturated

17»_41» Yellow brown, silty CLAY subangularblocky firm, few prominant graymedium coarse mottles.

AR108979

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT F

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-120" Black silty-coarse COAL REFUSE

@ 120" Perched water seeping off clay layer

120"-140" Brown silty CLAY, some gray mottling,

TONOLLI CORPORATION

NESQUEHONING, PA

VOLUME II,EXHIBIT II

GROUNDWATER MONITORING REPORT

SECTION I———————————————————•———Existing Monitoring Facilities

SECTION II—————————————-————————Design of Monitoring Wells

SECTION III—————————————————————Ground water Sampling and AnalysisPlan

SECTION IV————————————————————Parameters

SECTION V———————————————————————Analysis Frequency

SECTION VI——-——-———-——————————^-Outline.of Groundwater,QuaJJ.iy .... - --.Assessment and Abatement Programi

SECTION VII—————————————————————Records

SECTION VIII————————————————————Reports

APPENDIX——————————————————————1. Sketch showing monitoring wellslocation. (See also large ScaleDrawing No. "13.

2. Detail of well construction.

3. Waste Sampling and Analysis Procedure

4. Soils, geology, and groundwaterinformation 1-14

5. Module 2, Phase I, Section I-A1

6. Module 2, Phase 1, Section I-C

7. Module 2, Phase 1, Section III

8. Module 2, Phase 1, Section II-B

9. Well Construction Summary- Well #1,2,3,7,8,9

10. Soil Profile-Test Pit A,8,C,D,E,F

11. Module 8, Phase II & Chemical AnalysisQuarterly & Annual Reports pgs. 1-6

ftR100982

12. Pump testing of monitor wells 7,8 & 9Module 8 Section 3

13. Appendix 1

14. Recovery of monitor well No. 7 & 8

15. Supplemental Report of the geologicconditions at the proposed solid.waste landfill pgs.'-i-4

16. Appendix 1- Lab analysis of waterfrom test pit E

17. Groundwater monitoring well analysis*

18. Report"on water sampling procedure

19. Monitoring well sampling data, 1,2,3,46,7,8,9 ' „.„...„—-_ _— ,

2O. Specific conductivity-chemical analysis

21. pH-chemical analysis

22. Total organic halogen-chemical analysis

23. Total dissolved solids-chemicl analysis

24. Total organic carbon-chemical analysis

25. Lead- chemical analysis

26. Arsenic-chemical analysis

27. Sulfate-chemical analysis

28. Quarterly monitoring well reports

TONOLLI CORPORATIONNESQUEHONING, PENNSYLVANIA

GROUNDWATER MONITORING PROGRAM

I. EXISTING MONITORING FACILITIES

The Tonolii Corporation solid waste disposal site has five existinggroundwater monitoring wells and two stream sampling points.Their approximate locations are shown on Figure No. 1 - "Site Planfor Disposal Areas."

Sampling point nos. 1 and 2 and well nos. 2, 3, 7, 8 and 9 are used toobtain data for the solid waste site and waste treatment lagoon.Well no- 7 and sampling point no. 1 are upgradient to thesite while sampling point no. 2 and well nos. 2, 3 and 8 aredowngradient to the disposal area and lagoon. Well no. 9 is a shallowWell which monitors the perched water table.

II. DESIGN OF MONITORING WELLS

The existing groundwater monitoring wells have 5" diameter PVC orsteel casings for the full depth of the well or until solid rockwas reached. The casings are slotted to a point within eightfeet of the ground surface. Each casing extends a minimum of24" above the ground and has a removable cap. The top ten feetof the PVC or steel casings are encased within steel casingsfitted with lockable, removable caps. Figure "A" shows the designof the wells.

III. GROUNDWATER SAMPLING AND ANALYSIS PLAN

The monitoring wells and stream sampling points are presentlysampled and analyzed on a quarterly basis. The samples are beinganalyzed for the following parameters: pH, Alkalinity, AciditypH, Turbidity, Arsenic, Antimony, Copper, Total Solids, lead andiron, oil and grease. All wells and stream sampling points willbe monitored to satisfy the appropriate state and federal regula-tions.

The wells and stream will be sampled according to the most appli-cable ASTM procedures. Samples will be labelled, sealed and thelegal chain of custody record will be initiated. Sample preser-vation and handling will be in accordance with EPA methods forChemical Analysis of Water £ Waste EPA-600/4-79 or StandardMethod 15th Edition. Analytical methodology will be as requiredby EPA in the references sited above. More detailed descriptionof sampling and analysis procedures will be supplied by thelaboratory at time of analysis.

.JUUOQ38U

IV. PARAMETERS

Samples taken from groundwater monitoring wells and stream willbe analyzed for the following parameters:

A. Parameters Characterizing Suitability as Drinking WaterSupply

Arsenic Nitrate 2, 4-DBarium Selenium 2, 4, 5-TP SilvexCadmium Silver RadiumChromium Endrin Gross AlphaFluoride Lindane Gross BetaLead Methoxychlor Turbidity..Mercury Toxaphene Coliform Bacteria

B. Parameters Establishing Groundwater Quality

Chloride Manganese SodiumIron Phenol Sulfate

C. Parameters Used as Indicators of Groundwater ContaminationChromium LeadpH Total Organic HalogenSpecific Conductance Total Dissolved SolidsTotal Organic Carbon CalciumArsenic Cadmium

V. ANALYSIS FREQUENCY

For the first year that this Groundwater Monitoring Program isin effect, the samples taken will be analyzed on a quarterlybasis for all parameters listed in Section IV. These analyseswill be used to establish the initial background concentrationsof the indicated parameters. Four replicate measurements willbe taken for the parameters used as indicators of goundwatercontaminations from the samples obtained from the upgradientwell and stream (well no. ,7 and sampling point no. 1).

After the first year, well nos. 2, 3, 7, 8 and 9 and stream samplingpoint nos. 1 and 2 will be sampled and analyzed on the followingfrequencies:

A. Groundwater quality parameters - semi-annuallyB. Groundwater contamination parameters - quarterly

The arithmetic mean variance will be calculated for the ground-water contamination parameters for comparison with initial back-ground arithmetic mean.

In addition to the collection and analysis of samples, ground-water surface elevations will be determined quarterly for allfour wells. The elevations will be evaluated to determine ifthe wells continue to perform their intended functions adequately.If not, the well's number, location or depth will be modified.

VI. OUTLINE OF GROUNDWATER QUALITY ASSESSMENT AND ABATEMENT PROGRAM

If significant changes from initial background concentrationsare discovered while analyzing samples from downgradient wellsfor groundwater contamination parameters, additional sampleswill be immediately be taken. These samples will be split in twoand reanalyzed to determine if there was a laboratory error inthe original analysis.

If the reanalysis of samples confirms a significant change inthe groundwater contamination parameters, the following outlinewill be followed for groundwater quality assessment and abatement.

A. Initial sampling and analysis of monitoring wells every twodays until rate and extent of hazardous constituent migrationare determined.

B. Immediate sampling and analysis of underdrain collector tankto confirm contamination and determine if failure is in land-fill liner.

C. Notification of D.E.R. within 7 days that hazardous constit-uents have entered groundwater.

D. Within 15 days of notification, submittal of specific plancertified by geologist to include:

1. Description of well(s) or stream where hazardous constit-uents were detected (location, size and depth).

2. List and concentrations of hazardous constituents detectedand sampling and analytical methods used.

3. Evaluation of groundwater and underdrain analyses andcomparison with initial background concentrations andprevious analyses to determine rate and extent ofhazardous constituent migration. Report assessment toD.E.R. within 15 days of making determination.

4. Isolation of area where contamination originates:

a. If underdrain system not contaminated, wastewatertreatment lagoon may be source.

b. If underdrain is contaminated, landfill liner issource. A different color dye solution will beintroduced into sectionalized areas of the linersthrough injection pipes. The color dye appearingin the underdrain system will indicate the area ofliner failure.

-3-

5. Abatement procedures:

a. If lagoon is source, drain and repair liner.

b. If landfill is source, recycle underdrain water toreduce groundwater contamination. Isolate areaof liner failure and repair by pressure grouting.

6. Continue groundwater well and underdrain sampling andanalyses periodically until hazardous constituentconcentrations decline toward precontamination levels.

E. Return to normal monitoring procedures.

VII. RECORDS

The following records will be maintained at the site:

A. Groundwater monitoring program report.

B. All groundwater analyses conducted.

C. All groundwater surface elevation measurements.

D. Initial and subsequent arithmetic mean variance calculations.

E. Any specific plans submitted to D.E.R. for groundwater qualityassessment.

VIII. REPORTS

The following reports will be submitted to D.E.R.:

A. Groundwater Monitoring Program Report

B. All groundwater analyses conducted.

C. All groundwater surface elevation measurements.

D. Locations of any relocated wells.

E. Any groundwater contamination notifications and specificplans for groundwater quality assessment and abatement asoutlined in Section VII of this report.

F. Quarterly facility report including separate listing ofparameters differing significantly from initial backgroundconcentrations.

-4-

i.™-, r - w p.«A.K.ra • •MOTLEY ENGINEERING COMPANY2.S34 SVnttmglon Road SHEET N0'—————————————————— OF

SINKING SPRING PENNSYLyANIA 19608 CALCULATED ** 3:^^-_______ n&TF(215) 6/8-0445

CHECKED BV————————————————————————— DATE-

SCALE.

MONITOR WELL SPECIFICATIONS - TONOLLI CORPORATION

Proposed Well #9 (Shallow Well)

The well should be rotary drilled to the base of the surficialcoal refuse. A geologist will be on-site to determine thisdepth which is estimated at twenty feet (20'}. A solid'steelprotective casing of six inch (6") inner diameter should beinstalled from the surface to a depth of ten feet below gradeunless less than a three foot (31) interval would occurbetween the base of casing and the base of the coal refuse.Should this be the case, the depth of the protective casingwould be reduced until a three foot (31) interval is obtained.The annular ring between the steel casing and borehole shouldbe grouted with cement. The surface casing should be exposeda minimum of two feet (21) above grade, painted, labeled anda locking cap attached. PVC casing of four inch (4") innerdiameter should be inserted through the entire length of thehole to total depth; being screened where exposed below theouter casing.

Prooosed Well Construction REVISED DESIGN 11/8/83.

The well should' be rotary drilled to a total depth of sixty feet(60') below existing grade or to a minimum depth of ten feet(10') below static groundwater level, whichever is greater.Solid steel casing of ***'* inch (&") inner diameter should beinserted from the surface to five feet (5f) into the glacial -material estinuited to occur approximately thirty feet (30') belowthe surface. The annular ring between the casing and boreholeshould be grouted with cement. The surface casing should beexposed a minimum of two feet (2f) above grade, painted, labeledand a locking cap attached. P M C* casing of o- c inch (*V*) innerdiameter should be inserted through the entire length of the holeto total depth, being slotted where exposed beneath the outer•casing.

~ ... . . <- P

z' x rr~7 r~r?

C 7 /Y>. X7t£U717

onoLRECYCLERS OF NONFERROUS METALS

R.D, #1 - ROUTE 54 Te!exNESQUEHONING, PA. 18240 U. S. A, 831905

SLAG SAMPLING

Each month, a uniform slag sample (samples taken from all overthe slag pile) is taken and crushed in a grinding wheel. From thereit is transferred to a ball mill and further pulverized dawn to 60(sixty) mesh size. Once down to this size the sample is run throughchemical means to determine amounts of Pb, Sb, and Sn.

nolLi C^ori b. o -L n I: I o nBECYCLERS OF NONl'LftRQUS Mi: TAi S

R.D. #1 - ROUTE 54 TetexNESQUEHONING, PA. 18240 U.S.A. 831905

June 8, 1981

ANALYSIS OF SN IN FLUE DUST - DROSS - SLAG (AS IS)

Weigh one gram sample - Place in a nickel crucible - Mix with 5g- Cover* with

2. Melt over Bunsen Burner until you have the same color (cherry)throughout .

3 . Let cool down .

A. Then put crucible in a 300ml - 400ml breaker. Dissolve with approx-imately 50ml distilled H20. Add about 10-15ml HCL. While doing thiskeep covered with large watch glass. Stir until completely dissolvedinto solution . Make sure crucible is completely cleaned out . Addgently approximately 60ml HCL until neutralized. Solution should befree of precipitant,

5. Pour into a tin flask. Add 80ml HCL. Add 30ml HgCl2 and 10ml Hypo-phosphorous Acid.

• i-6. -Boil for 30 minutes.

7. Cool down in cold water bath with adding marble chips.

8. Titrate.

on. of. LLtZS OF NOUFLnitOUS /.*:: .' '-' Saa *1 - ROUTE 54 Te,ex

NESOUEHONING, PA. 16240 U. S. A. 631905

July 31, 1981

1. Put 8-10 pellets of NaOH in a Fe Crucible and heat until insolution. Cool down.

2. Add 1 gram sample and cover with 5 grams Na«o7. Heat until 'dissovled. ^ z

3. Place in a tall 600 ml beaker and dissolve with distilledH2O until clean.

4. Add 10 grams N OH and heat to near boiling point. Take offheat and add 25 grams tia2S. Put contents Into 500ml boilingflask and wash out beaker well with distilled H^O.

5. Let set for 2 hours for precipitate.

6. Then filter through double filter. From filtrate take 100mlsample. Put it in a 500ml beaker. Add 50ml H«SOA. Boll downto 20-30ml volume. z ^

7. Cool down. Add 65inl distilled h?O and 65ml HCL and Ig Na?SO,,.Boil for 15 min. Add hot H20 to volume of 300ml. z 6

8. Titrate. (KB203 1/10 N) .

MUG0993

/ t -r -.

OF NGNFERROUS f.'.cTAt.SR.D. #1 - ROUTE 54 Teiex

NESQUEHON1NG. PA. 18240 U. S. A. 831905

SOLUTIONS

1. Bromine Hydrobromic - Carefully add 20ml Bromine to 180mlof Hydrobromic Acid.

2. Nitric Acid 1:1 - Add 100ml HN03 to 100ml distilled H20.

3. EDTA ).02 m) - Weigh 7.4448 grams of EDTA. Dissolve InVolumetric Flask to 1 liter volume.

4, N OH Solution (concentrate) - Add 200 grams of NftOH pelletsto 1 liter.of distilled H20.

5. N OH (Dilute) - Add 5 ml N OH cone, to 100ml of distilledH2°- a

' 6. Xylenol Orange - Dissolve .5 grams of Xylenol Orange into100ml distilled H2O.

7. Ammonium Acetate Solution - 50% Take 500 grams of AmmoniumAcetate Into 500ml of distilled H20.

8. Zinc .02 m' (prepare" with care) - Weigh 1.3076 grams of pureZN powder into 1000ml beaker. Add 40ml HNO~ 1:1. Heatgently until Zn dissolves. When ZN dissolved, boil untilfumes are expelled. Cool down. Then add H^O to 700mlvolume. Adjust Ph with meter and stirrer using Hexa-methylene Tetromine until Ph Is 5.5 ± . 1. Place in 1 literVolumetric Flask and bring to volume. Solution must me madewith great care!I

"PROCEDURE FOR FINDING TITOL OF EDTA"

Place 25ml EDTA Solution .02 m In tall 600ml beaker. Add distilledH?0 and bring volume to 300ml. Add 25ml of cone. NaOH Sol. Add3 to 4 drops of Xylenol Orange Sol. Acidify with 1:1 HNOodrop bydrop until it turns yellow. When yellow, add 5ml Ammonium Acetate.Using Ph meter and stirrer, adjust Ph using 1:1 HNO~ to 5.5 ± .1.Titrate using Zn .02 m solution until solution turns red.

Titol of EDTA: EDTA = Volume ZnVolume EDTA

&R10Q99H(OVLR)

'PROCKD'JRE FOR S.-XPf.rCS"

Weight exactly 1 grsm of sample dryed at 100°C for one hour. Then.put sample in a tall 300ml beaker. Add 20ml of Bromine Kydrobromlc«fcAcid Sol. Cover with watch glass. Put on low heat until sample is ^dissolved (one hour). Add 20ml of Perchloric Acid under hood. Boiluntil white fumes expelled. Stir If needed. If precipitant presentafter boiling, add 5ml Hydrobromic Acid. Continue boiling to 10mlvolume. Then cool down and add 60ml H^O and 20ml HNO- cone. Boilfor 2 to 3 min. .If precipitant present after boiling, filter throughmedium ashless filter. Put filtrate In tall 30ml beaker. Wash filterand beaker well with H«0 and some HNOo - Put Into 500ml VolumetricFlask and bring to volume.

Pb 5 to 15% - Use 500 mlPb 15 to 35% - Use 200 ml and 15 ml HNO« Cone.Pb 35 to 40% - Use 100 ml and 15 ml HNO^ Cone.

Take either of the volumes and put in tall 300ml beaker. Takesolution and Elecrollze. Basket should be negative or anode; Spiralshould be positive or cathode. Put electrodes in solution overnight and use between 1-1.5 amps. Reverse polarity in morning forone hour. Put anode In tall 300ml beaker and cover with HjO. Add5ml HNO- cone. And a few drops H20«. Put on low heat till com-pletely in solution. After In solution, wash anode well with H^O.Cool down. Put in short 600ml beaker. Add exactly 50ml and EDTAsolution, 25ml MaOH cone. And 3 to 4 drops Xylenol Orange. AddHNO~ 1:1 until solution turns yellow. Add 5ml Ammonium AcetateSol. and adjust Ph to 5.5 ± .1 using Hexamethylene Tetromine. tffcTitrate -with Zn .02 m until solution turns red. ^^

Pb % = Volume EDTA X Factor EDTA - Vol Zn xR

R = ML Taken Off .__„_„_„ Ex.) 10Qml = .20ML Started 500ml

: H#v.

—...™....—— ...OF PENNSYLVANIA UttuntsoDEPARTMENT OF ENVIRONMENTAL RESOURCES .1. P. NUV1B6H

1/16/84 BUREAU OF SOLID WASTE MANAGEMENT 3SOILS, GEOLOGY AND GROUNDWATER INFORMATION

MODULE NO. 2

PHASE I

LOCATION

A. The name and date of the latest edition of the 7.5 minute topographic map covering the area isTamaqua, PA (Original date 1947, photorevised 1969 & 1976}Nesquehoning., PA (Original date 1948, photoreyised 1969 & 1976)1. Is the required copy or, if not available, a topographic map

of equivalent scale attached? x YES __ NO

2. Is the proposed and/or existing facility shown on the 7.5 minute * xtopographic map? __ YES __ NO

3. Supply location of the facility, measured to the nearest 0.05 inch Northand West from the southeast corner of the 7.5 minute topographic mapor express location In latitude and longitude. (Degrees, minutes and seconds)

(a) Sanitary Landfill 40°50 '05"(1) Proposed North 18. 45 inWest ___ Q. 60 in Latitude ____ Longitude 75U52!45"(2) Existing North Ifi • 3g ; West ___ &. ££> *-at>tuc*e!4£S2i5£!.' Longitude Tgf fJ/S1"

(b) Impoundments: Locate a point at the center of each impoundment.

North ___ . ___ ; West ___ ___ Latitude ___ uongitude(1) Proposed North ___ . ___ ; West ___ . ___ Latitude ___ Longitude

North ____ . ____ ; West ____ . ____ Latitude ____ LongitudeNorth ___ . ___ ; West ___ . ___ Latitude ___ Longitude

North /& •&? West __ o-feQ LatitudafryW? %p"Longjtude _Q(2) Existing North ___ . ___ ; West ___ . ___ Latitude ___ Longitude

North ____ . ____ ; West ____ . ____ Latitude ____ LongitudeNorth ___ . ___ ; West ___ , ___ Latitude ___ Longitude

(c) Other {describe}: ___ N/A ________________________ . ____________

(1) Proposed North ____.____;West____.____ Latitude____ Longitude(2) Existing North ___.___; West ___.___ Latitude ___ Longitude

8. Is the required large scale map showing the facility attached? X YES ___NO1. Is the large scale topographic map drawn to the following minimum scale?

scale 1" - 200' Contour interval 10' X YES __NO2. Is the following information plotted on the large scale map:

(a) Location of soils/geologic/and hydrologic test pits, wells or borings? x YES ___NO(b) The sprayback or ieachate recircuiation systems, ___YES __NO X N/A

C. All of the following which occur within the site boundaries or within 0.25 mile of the site must be plottedon the large scale map and/or the 7.5 minute topographic map.

ftB|00998

l-lo- hw. 1/00

COMMONWEALTH OF PENNSYLVANIA[DATE PREPARED1/16/84DEPARTMENT OF ENVIRONMENTAL RESOURCES 1. D. NUMBER

"'BUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

PHASE!

1. LOCATION (continued)Check the appropriate space: ., c . ,^K K • . 7.5 mm. large not

topo map scale map applicable

1. Water wells _____ _____ x2. Springs _____ _____ x3. Swamps _____ 7 x —4. Streams X x '5. Public water supplies _____ _____ X6. Other bodies of water X7. Sinkholes

J>

. _____8. Underground and/or surface mines " ""I"!"""""""" —— X9. Mine pool discharge points ______ ~" x10 Mining spoil piles or mine dumps x "H~ ——1 1 . Quarries _____ ~~~~~ y12. Sand and gravel pits _____ ~ ^13. 'Gas and oil wells _____ HHZZZ ^14. Diversion ditches (existing) _____ ' —— —— £15. All water^quality monitoring points _____ A "~16. Occupied dwellings ..* " — —17 Roads x x ~~~18. Power lines ______19. Pipelines ~ x20. Public buildings _____21. Abandoned canal

SOILS

A. List each of the soil series and phases present on the site.Soil Series • Phase1 Mine Dump/Coal Series (Mn)

. .-is

B.

C.

2. An underlying, all mri ally r}Ariv>=3.4.5.Is the required copy of the U.S.D.A. Soil Conseshowing site boundaries attached?Have borings or test pits been made to describe

1. Are their locations shown on both the large

2. The minimum thickness of soil to horizonfscoarse fragments is 26+ inches. *

*rt RnS 1 prnh^Hly +-hf=> Holly I'l "! m (Mr)

rvation Service soil map for the area —X YES NO

soils and determine their depth? x YES NO

scale map and trie soils map? YES X NO

) containing 60% or more ~- ^ ^^

a. How was soil thickness determined? Test-pit/borinq

b. What is the degree of weathering ftffjhf**Ihis is soil beneath surficial fetaLi]

ftpflis&KJi nents? Pebbles, moderately weathered.

2

" EH-SWM-16: Rw. 1/80

DATE PREPAREDCOMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF ENVIRONMENTAL RESOURCES ^1. D. NUMBERC oBUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATION• MODULE NO. 2

PHASE I

II. SOILS (continued)

3. Attach pit or excavation descriptions written in the following format:

Pit # Depth Color Texture Structure Consistence Mottling

Example:

Pit# 1 0"-12" dark sandybrown loam granular friable none

12"-24" yellowish silt subangularbrown loam blocky firm none

24''-40" grayishbrown loam prismatic hard brown mottles

c.1

*40"+ bedrock

Pit # 2 etc...

t # 3 etc.,

4. Have laboratory analysis been performed and attached on samples from backhoe pits or borings 10 deter-mine acceptability of soils for: a. Cover material b. renovative material Yes

• ~- Very poorly drained. Perched waterD. 1. What are the drainage characteristics o.f the soil? usually overlies soil.______________

2. For sites proposing a natural liner for leachate collection, provide permeability in cm/sec and thick-ness of material in inches. (Include laboratory data) N/A

E. What is the maximum slope at the proposed site?_____67____percent4+This is slope of coal refuse which will be graded.F. What is the shallowest depth from the surface to mottling?____Q+____inches *

coal refuse.

Test PitsG. Is there a fragipan present? ___YES

1. What is the shallowest depth to the fragipan? N/A________inchesa. How was the above determined? ——

b. Name and address of the soil scientist or geologist supplying the above data:Name Richard Sheehan - International Exploration, Inc.

Street 577 Sackettsford Rd._________________________City and State Warmins teJ/O-Hftn A Q n ft______Zip 18974-1398" ** " *' w v ly j \jPhone number (includearea code) (215) 598-7137

ER-SWM-16: Hw. 1/80

DATE PREPARED1/16/84

COMMONWEALTH OF PENNSYLVANIA , D NUMBER

3 oDEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENT

SOILS GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

II. SOILS (continued) PHASE I

Sources of Data: i.) Fi^ld investigations (test pits, boring)______________2.) U.S.D.A.- Soil Conservation Service Soil Survey,

______________Carbon County.f PA__________________________________________Series 1959 No. 14_____________________________

III. GEOLOGY

A. All of the following which occur within the site boundary or within 0.25 mile of the site are to be plottedon the large scale map and the 7.5 minute topographic map.

1. Location (sj of maximum and minimum thickness of glacial deposits2. Lithologies X3. Areas where bedrock outcrops X4. Faults X5. Lineaments Masked by coal refuse6. Fracture traces Masked by coal refuse7. Directions of ground water flow X

B. Sediments

1. Is the site within the'glaciated area of Pennsylvania? __YES x

2.

3.

Are there a, glacial deposits present under the propose site?b. colluvial depositsc. alluvial deposits Xd. lacustrine deposits

YES X NOYES X NOYES NOYES X NO

Describe the type and texture of the unconsolidated materials:Coal Refuse: black poorly sorted shale and coal dust and fragments.Quaternary Alluvium: brown-orange silty clay withsorted pebbles and rounded cobbles of sandstone.

layers of poorly

4. What is their maximum thickness? 12° feet*

5. What is their minimum thickness? 3-20 feet *

6. How were the thicknesses determined?*Qnly well number 1, drilled to a depth of350 feet, was deep enough to encounter ftedrocx.

7. Are the location(s) of maximum and minimum thicknesses shown on the largescale map? YES x NO

, 1/aO

DATE PREPAREDt/Ifi/84

COMMONWEALTH OF PENNSYLVANIA , D NUMBER

300563DEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

PHASE IHI. GEOLOGY (continued)

8. Discuss the effects of these materials on discharges from the proposed facility.

The massive clay horizon found at the contact between the minespoils and underlying alluvial deposits is expected to retardvertical infiltration into the alluvial deposits and bedrock.Tne installation ot a. liner will also minimize tne possibilityof discharge into the subsurface._____________^________________

C. Bedrock

1. Formation name Mauch Chunk____________________________________

2. Lithologies (plot on large scale map if more than one lithology)

The Mauch Chunk Formation in the vicinity of the site is -a grey tored silt to sandstone, covered by mine refuse brought in fromadjacent areas. No mineable coal is present within this formation.

3. Is the location of all places where the bedrock is less than 5 feet plotted on thelarge scale map? N/A YES ___NO

4. How were the locations determined? Geologic field mapping, test pits and

5. Does bedrock crop out within the boundaries or within 200 feet of the proposedfacility? ____YES _X__NO

6, Are all outcrops shown on the large scale map? N/A ___YES ___NO

Weathering

1. Characterize the degree of weathering Outcrop are not present within the___immediate study area for observation.________________________

2. Has a saprolite developed on the bedrock? N/A ____YES ____NO

a. What is the shallowest depth from the surface to bedrock 120 feet.

b. Describe the texture Well cuttings ranged from silt to medium gra-i rn=><_____________sandstone.________________________________

3. If bedrock is a carbonate rock: N/A

a. Are there any undrained surface depressions or sinkholes atthe site? ' YES ___NO

b. Are ail sinkholes within 0.25 mile of ihe Mte sy>VJr*-bn the 7.5minute topographic map and/or orjjffe ferge scale map? ___YES ___NO

ERi4SVM-1S: R«v, 1/80

COMMONWEALTH OF PENNSYLVANIADATE PREPARED_ 1/16/84

I. D. NUMBERDEPARTMENT OF ENVIRONMENTAL RESOURCESBUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

PHASE I

111. GEOLOGY (continued)

E. Structure

1. Are all lineaments and fracture traces on the site and within 0.25 milesof the site located on the 7.5 minute topographic map and/or thelarge scale map? Coal Refuse masks such surface expressions. ___ YES ___ _NO

2. Briefly characterize these fractures, joints, etc. and discuss their control on the movement of infil-trating water and ground water. No fracture traces or lineaments were observed .within 0.25 miles of the site. No outcrop of bedrock are present within 0.25naies or tne site xor joint analysis as tney are covered by alluviummine refuse.

3. Describe the regional structure of bedrock in the area of the site? site is located on thenorthern flank of a N7D°E trending synnlinorium which is 6 miles wide and plungesto the southwest. N70°E striking thrust faults occur along tfte synclinal axissouth of the site. ____ _ _____________________________________

4. Give a detailed description of the local structure Bedrock strikes approximately N70°E and

portion of the flank of a regional synclinorium. Bedrock dees hot crop out_ _! oji_ " _ "I // _, » -i — .JT 4_t»A „£ 4-s*. -f!, .d,-.4- • T J J_ J,

"*

5. Describe folding as it applies to the site Folding is limited to one direction (Strike N70°EDip 30 S) causing a unidirectional slope of bedding without any small scale complexa. Strike and plunge of fold axis are: 9*

Strike____N70 E________ Plunge Southwest_______fa. Location of site in relation to local structure 'North central portion of the flank of a

regional synclinorium whose axis is located 5000 feet south of the site.

6. Attitude of beddinga. Strike N70°E and dip 305 ' of Mauch Chunk____ formation.b. Strike _______ and dip _______ of ____________ formation.c. Strike ______ and dip ______ of __________ formation.

AIPIOIOOI

! AW.1/B0 - . . . :COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF ENVIRONMENTAL RESOURCES L D. NUMBER,1/16/84 BUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

III. GEOLOGY (continued) PHASE I

d. Are there extractable coal seams beneath the site that are not being

O

presently rnined?

e. If "d11 is yes, would

Sources of Data:

- Miles, C.E., Geologic Map

- Eacrleston. Field Guide tm

- Field observation, includj- U.S.G.S. Geologic Maps of

___ YES X NO

mining these coal seams have any effect on the proposed facility? N/A___ YES ___ NO

-

of Pennsylvania, 1980, PA. Geol. Survey

the Anthrarn -h= Basins of Eastern PA. 1981

Lncr dr llincr proorain 1983

Tamaqua and Nesrmphnn-inrr Quadrangles 1974.

Comments: (Attach additional sheets if necessary)- Apparently coal refuse and fly ash resulting from the cleaning of the coal and stacks

(at a nearby coal aeneratincrthe thick alluvial depositsrefuse did not originate at

plant were -dumped over alluvial

overlvincr

deposits , thus addincr tobedrock within the vallpv -floor at- t-h cH-Ka rrh-i«

the site as no mineable cnal RP }'TTW ooonr* T rt •Hno Msnr«ViFormation in this region.

Name and address of geologist supplying the above data:

Name: Philip Getty - International Exploration,. Inc.

Street: 577 Sackettsford Road__________________

City & State: Warminster, PA___________Zip 18974-1398

Phone Number (Include area code): (215) 598-7137________

ER-SWM-15I Rtv. 1/8a

COMMONWEALTH OF PENNSYLVANIADATE PREPARED1/16/84

DEPARTMENT OF ENVIRONMENTAL RESOURCES I. D. NUMBERBUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

PHASE IUK GEOLOGY (continued) »_____

7. Attitude of jointing Not available. No outcrops.a. Strike - __ and dip _______ of joints.

o

b. Strikec. StrikeWhat is thea.

and dipand dip

respective spacing of these joints?

of joints.of joints.N/A

b.c.

9. Are joints open? (explain) N/A ____YES ____NOa. ___b. ___

10. Cleavagea. Strike _________ and dip _________ of cleavage.b. Strike _________ and dip _________ of cleavage.c. Strike ______• and dip _________ of cleavage.

11. Faults inactive thrust fault inferred from U.S.G.S. Quadrangle map.a. Strike N70°E____ and dip SW_____ of faults.b. Strike _____;____ and dip _________ of faults.c. Strike _________ and dip _________ of faults.

12. Are the locations of all faults that occur within 0.25 mile of the site's boundaries shown on thelarge scale map and 7.5 minute topographic map? 7.5 minute only ___YES x _NQ

F, Land Use

1. Are there any active or inactive surface mines at the site or within the site propertyboundaries? No mines at the site, only spoil piles ___YES x NOIf inactive, are they under a Surface Mining Bond? ___YES x NO

2. Are there any active or inactive deep mines at the site or within 0.25 mile of thesite boundaries? ___YES x NO

a. What is the minimum depth to mined-out area?____N/A____feetb. What is the aerial extent of the mined-out area? Spoil piles cover an area

2000' E-W by 3Q001 NS. ____________c. What mineral resource was extracted? None-Anthracite coal refuse dump.

(1) If coal, name the seam(s) that were mined.

fft-SWM-tfi; ftw. COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES I. D. NUMBERDATE PREPARED

1/16/84 0OBUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

PHASE I

IV, HYDROLOGY

A. Have test pits x' / borings x or wells x (check one or more) been made for thehydrologic investigation? _X __ YES NO

1. Is the required complete geologic description (log) of all earth materials penetrated included?,JC __ YES ____ NO

2. If a well, what was the method of drilling? Botary ___________________

B. Depth to ground water table

1. The maximum depth to the water table within the site is 44.26 feet ETC .

a. Date of measurement .Tannery l^lQ84r Monitor Well #7 _____ •

b. The location is shown on the 7.5 minute ____ -- ___ or large scale ____ x map(check one)

c. If measurement is from a well or pit, give date of completion for same Mpnitor Well #7

completed December 7, 1983.

2. The minimum depth to the water table within the site is ___ 1*25 ______ feet.

a. Date of measurement December 8, 1983. Test pit E (perched water) .

b. Is the location shown on the 7.5 minute _______ or large scale x ____ map(check one)

c. If measurement is from a well or pit, give date of completion for same Test pit B ___excavated December 8, 1983. ________________________________

3. Describe seasonal water table fluctuations at the above locations.Corresponds to flow in Nesquehoning Creek which primarily depends on discharge

' from Lake Hauto Dam. Creek levels normally vary from 3 to 4 feet a year.

4. Describe all perched or special water table conditions. Minimum depth to the perched water tableJS l.

Infiltrating surface waters which.. flow through the mine waste arefrom entering the deeper alluviurn by the upper surface of the c ay deposit.

is eyr?avf-ed tn the cla, surface, encountered this erched water.

5. Does ground water drain to deep mines? N/A ___ YES ___ NO

AfiJOiOOtt

tER-SWM-15: Riw. I/SO

—————"—— COMMONWEALTH OF PENNSYLVANIADATE PREPARED1/16/84

DEPARTMENT OF ENVIRONMENTAL RESOURCES . ...I. 0. NUMBERBUREAU .OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

IV. HYDROLOGY (continued) PHASE IC. Have you shown the direction (s) of ground water movement from the site on the X

large scale or _____x_______7.5 minute map (check one)?

a. Describe how the above was determined:Use of previously existing groundwater monitor wells, currently drilledwells and topographic trends.

b.. The location of the ground water discharge point(s) affected by this facility isThe Nesquehoning Creek approximately 500 feet south of the site.________-

c. Discuss the rate of ground water flow at this site as it applies to the operation of this facility:The moderate groundwater gradient of 1 percent that exists beneath the siteccarbined with tihe poorly sorted unoonsolidated materials should liinit rapidlateral migration of groundwater._______________________________

D. Describe below the proposed ground water quality monitoring points for approval. (For sanitary landfills™monitoring point proposals are subject to final approval of the Engineering Design Plans. No wells are tobe drilled until final approval of the Engineering Design Plans.) Use numbers only and number alf monitor-ing points consecutively.

1. Wells, (check one). For multiple wells indicate with monitoring point number (a) for existing and(b) for proposed.

(a) ___5___For existing wells complete the table below.

(b) ___n___For proposed new well construction, complete the table from your specifications.

MonitoringPointNumber

MP 12

MP |3MP £7

MP #8**> #9

DrillingMethod

totary

totaryEtotary

BotaryBackhoe

Depth

39

47.1

74. 5'

78. 6'11. 6'

Diameter

6"

6"6"

6"Filled

Vit

CasingSize &Depth

LO'739

lO11 ?.!4"/74.5

4V48.64"/H.6

Zones *1Perforated

20f-39'

28,1'-47.1'

1 52'-74.5'

' 50.1'-4R.K'• 3.0--11.61

Location *2InchesNorth

18.24 '

lfi_9Q

18.77

IP 4P18.28

InchesWest

0.59

0.480.38

0.330.43

Elevation

1,011. 75' '

1,008.9'

1,052.95'

±1,024'± 998'

*1 What zones or at what depth is the casing perfora*2 Measured from the southeast corner of #jev7($ ViwAie^opographic map.

10

£«-SWM5; Rev. 1/80

DATE PREPARED1/16/84

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES • D. NUMBER

BUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

PHASE I

00 <9

2. SptfKBX Stream

MonitoringPoint

. Number

SP #1

SP #2

Elevation±1000'

+ 980'

Rate ofFlow(gpm)

<30 gpm

<3n CTpm

Date ofMeasurement

Jan. 6, 1984

.Tan. fir 1QP4

Location*InchesNorth

18.0"

IP 9"

InchesWest

1.17"

n an"

•Measured from the southeast corner of the 7.5 minute topographic mapstreams

E. Do all spdogs listed have a continuous year-round flow? y YES ___ NO

1 . If not, explain Flow controlled in art b Lake Hautn

F. Other - Describe and locate.

Some seepage has been observed in the past on the northern bank of the NesquehoningCreek presumably" at the contact between the spoilAfter recent periods of high rain, no such seeps have been seen.

FOR DEPARTMENT USE ONLY;

Proposed monitoring point locations and construction approved:

Name: Date

Comments:

11»p i n t

R-SWM-15: R». 1/80 COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES I. D. Number

BUREAU OF SOLID WASTE MANAGEMENTDATE PREPARED"/16/84_______

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

PHASE I

IV. HYDROLOGY (continued)Name and address of geologist or hydrogeologist supplying the above data:Name: Philip Getty - International Exploration, Inc.

Street: 577 S acke tts f nr rl "Rri .City & State: Warminster , PAPhone Number (include area code) (215) 598-7137

18974-1398

Sources of Data:- Test pits and borings

Surface observations- Topographic and engineering maps.

Comments: (attach additional sheets if necessary)- The Nesquehonina Creek used for mnni -hn-ri ng

content nearing a pH of 4 during low flow

results from pyrites within the coal mine- The Nesquehoning Creek is used by the town

3 miles downstream from the site as a dump

has a Yf* vy h i rrh aridconditions . The acid

spoils f-haf- siiT-ronnd fhp ;of Nesquehoning located

for the municipalitiessewage.

V. CLIMATOLOGY AND FLOODING

A. Will this be an all-season operation? x YES ___NO

1. If seasonal, include operating dates: ___N/A____to __________^

B. Precipitation data: For a sanitary landfill requiring collection and treatment of leachate- complete 1, 2, 3, 4, 5, & 6. ;For impoundments complete 2, 5, & 6.For sprayback complete 3,4, 5, & 6.

1. Maximum precipitation inches/yr. not available2. Average precipitation inches/yr. q s • 31 "~3. Maximum monthly precipitation Month July in. 5.154. Minimum monthly precipitation Month Feb. in. 2.9T5. Station of record Tamaqna. PA (NpAAl

" ft* U *6. Length of historical record " 40 vfr

12

DATE PREPARED1/16/84

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES • •• P- NUMBER

O OBUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

PHASE I

V. CLIMATOLOGY AND FLOODING (continued)

C. Flooding Frequency

1. Will all or part of the site be inundated? (check one)

a. ___ once in 5 years or morefa, ___ once in 10 yearsc. __ once in 25 yearsd. __ once in 50 yearse. ___ once in 100 yearsf. ___ never

D. Source of flooding information Not indurated during June 1972 flood.____

Future flow in Nesquehoning Creek will be primarily dependent on

discharge from Lake Hauto Dam.__________________________

STORAGE OR TREATMENT OF WASTES

VI. IMPOUNDMENTS

Answer the following questions for impoundments only:

A. How will the sides and bottom of the impoundment be made impervious? ___YES ___NO

Briefly describe or explain _____________________________________

B. Will the surrounding area be graded or diked to prevent surface water from entering, theimpoundment? ' ___YES ___NO

Briefly describe or explain _____________________________________

ER-SWM-15i R*v. 1/80~ * COMMONWEALTH OF PENNSYLVANIA I. D. NUMBER

DEPARTMENT OF ENVIRONMENTAL RESOURCESDATE PREPARED1

30 05 <oBUREAU OF SOLID WASTE MANAGEMENT

SOILS, GEOLOGY AND GROUNDWATER INFORMATIONMODULE NO. 2

PHASE I

IV. IMPOUNDMENTS (continued)

C. Will the sides be constructed to maintain a two (2) foot freeboard, and be protected againstwave action? ___YES ___NO

D. How will the impoundment be protected from acts of third parties? ________________

E. Provide plans for the vegetation of outside slope. ___YES ___NO

; ••. . . • • : . j . ' . ' - V

-•" •'''

Module 2, Phase 1, Section I-Al

LOCATION OF PROPOSED SOLID WASTE DISPOSAL SITE

• TONOLLI CORPORATION, NESQUEHONING, PA.

U.S.G.S* Tamaqua & Nesquehoning Quadrangles)

Scale 1" = 2,000 f

•*•Module 2, Phase 1, Section I-C

% MILE RADIUS MAP DESCRIPTION OF SITE

TONOLLI CORPORATION, NESQUEHONING, PA.

(735 U.S.G.S. Tamaqua & Nesquehoning Quadrangles)

Scale 1" = 2,000'

A.RIOIOI

&1> V X'''A>*IIP" 6kA>Vc—V

DIRECTION OF SHALLOW GROUNDWATER FLQW

POCONO FORMATION

QUAIERE-l EOT ALLUVIUM ""

». *&?#»PROJECT

MAUCH CHUNK FORMATION

• •*&•!• --'••- v.-.i...'/. • /<A\ % . .•' .. "ti '"'-E V- ''3' *™-* '"-" - -M V "- ^V -' •'*• **.-•'•"'•''— • -1,1 . \ \ •;;< - >^>n?>, ••"£n \ . '. sft- _ ;;-r;;.;™i;:. . •. -'-^\ \ V i,,

$AA$ :' '• S " '---;C"''WA iv •-".' "• - '-

Module 2, Phase 1, Section III

GEOLOGY AND GENERAL GROUNDWATER FLOW DIRECTIONS

TONOLLI CORPORATION, NESQUEHONING, PA.

(Reference U.S.G.S. Geologic Map of Tamaqua Quadrangle)

Scale 1" = 2,000f

A R 1 0 I O I 2

MINE REFUSE/COAL

Module 2, Phase 1, Section II-B

U.S.D.A. SOILS SURVEY MAP OF SITE

TONOLLI CORPORATION, NESQUEHONING, PA.

(U.S.D.A. Series 1959, No. 14 Map #23, Carbon Co. Pennsylvania)

Scale 1" = 1,666'

Aft 101013

WELL CONSTRUCTION SUMMARY

•well Depth Geoloav

Ground Level

V

'• "Rock" at 120 '

•

•MM

Well Cross Sectionwith water zones

•

n - 4" ID Pipe

- 8" IDWell

TD-3501

oso*1*

WELL : sxPRO JECT :

Construction Details

Location

Driller:Date Sta:Date Comj

Tonolii CorporationNesquehoning, PA

:ted:Dieted:

Driller's file name:Log obtained from Tonolii Corp.

Yield:How Determined:

Total Well Depth: 3501

Static Water Level: 15* E.G.Date:

Casings:D iame ter Depth

<r unknown

Grouting Details:Unknown

Water Bearing Zones;

Depths Yield131FI "Vein of water"157 ' II234 ' III " "251 ' IV295' V .318 ' VI " .343' VII

Water Quality:

Data provided by:s?Sytr5f iffHI r

* v f

Date:

V3 INTERNATIONAL EXPL.ORATKf 577 Sackettsford Re

J & Warminster, PA^ ' 18974-139*

WELL CONSTRUCTION SUMMARY WELL: #2.PROJECT: DER

Monitor Well'WELLDEPTH Well Cross Section(ft) GEOLOGY with water zones

SnRFACB COAL REFUSEBlack, silt-rock fragmentsof shale/coalCOAL KEEUSE 161 V_ I

\i

Alluvial clays sands and |ggravels V

To-39'

ARIOIOl!

Cap

1 - Cemant grout

•

j*l - 10" steel. casing to 20'

.

i

j6" slotted steelcasing exposedfrom 20 ' to 39 '

i

Construction Details ^ 1

Location: Tonolii Corp.Nesquehoning, PA

Driller:Date Started:Date Completed: 10/14/76

Driller's file name:

Yield: 10.5 gpmHow Determined: Throttled pump

to zero drawdown.

Total Well Depth: 39'

Static Water Level: 16> fromDate: 10/14/76 grade.

Casings;Diameter Depth

10" steel 0-20 'f>" steel 0-20 ! 4Bk6" jotted 20-39' t IP „

Grouting Details:Cement from 0-20 '

Water Bearing Zones:

Depths Yield

Water Quality:

Data provided by: Previous Modulegjr II for site.

jf Sj™*3 INTERNATIONAL CXPLO |lljjlJ lf 577 Sackettsford P, \ f -~y™- Warminster, PA(3*27 18974-1398

Date:

WELL CONSTRUCTION SUMM/

• WELLDEPTH Well Cross Section(ft) GEOLOGY with water zones

SURFACE COAL REFUSE' t

0-19 Black silt-rockfragments of shale/ '0° 9, VGOAL REFUSE y — ——

19-39' Alluvial clays, sandsJfe and gravels.

39' TD

NOTE: Since construction, it hasbeen necessaiy to extend thecasing 8.1f. Total depth isnow 47 . 1 ' .

•4RIOIO

» — -

.

*• Si\I1

' i\\

\\

\

6

Cap

:)

tRV WELL; #3PROJECT: DER

Monitor Well

Construction Details

Location:' Tonolii Corp.Nesquehoning, PA.

Driller:Date Started:Date Completed: 10/14/76

Driller fs file name:

Yield:How Determined:

Total Well Depth: 39'

Static Water Level: 9 ' f ran gracDate: 10/14/76

Casings :Diameter Depth

1 10" steel o-2u'6" steel 0-20'6" slotted 20-39'

Grouting Details:Cement

Water Bearing Zones:

Depths Yield

Water Quality:

Data provided by: Previous ttodultgj II for site.

M fflr"2['% jNTfc.HNAII.ONAL EXPUOHAIK

Ij rH W 577 Sackettsford Re^ f *~~t b TcT~i vm"i TTT+'fi"y* PA

( £s 18974-139SDate:

WELL CONSTRUCTION SUMMARY WELL: |7PROJECT: DER Monitor Vk

'WELLDEPTH Well Cross Section(ft) GEOLOGY with water zones

nt STJRFarR nOAL REFUSE0-45 ' Black silt-rock fragments

of Coal Refuseffood at base.Dry tiiroughout.

V

-- — s-**— s* — """**•--'' — *—45 ' s~***- -

45-60 ' Brown clay with sandand rounded pebble layers, :some cobbles. ALLUVIALDEPOSITS.60-90' Gravels %-l" diameter

with orange-brcwnsilty clay matrix.Cuttings balling upbut dry. Some cobblesencountered.

*

.

.

^

•

~'~-1

i

' :•

,-.'\ •J 2:

( -1 :iS ":

•d

T

Locking Cap•-- 18" stick upS orout slope ''

•*1- Static water

•: Level 37. 7 ' ETC

' - 6" Steel Casing7 to 52f} IS1 length/.1- Cen nt grout•j to surface.']

" 1• ^• . y~ steel casing\ with rubber- annular ring'. and bentonite

seal.

; - Some sand; inserted around

annulus of PVC; screen.

I 20 slot 4" PVCscreened.Casing exposed

" from 52.0' to: 74. s14" PVC Casingto 74. 5'

Hole caved fron| 74.5' to 90'

before casing' inserted.1 ,in Qnii.010.7

Construction Detaill^^

Location: Tonolii Site adjacent tr 1No. 5 well 1

Driller: Odenheimer 1Date Started: 12/7/83 "JDate Completed: 12/7/83

Driller's file name:

Yield:How Determined:

.

Casings:Diameter Depth6" Steel 0-52. o4" PVC 0-44.5 ^4" PVC Screen 44.S-M.b ^

^Grouting Details: Rubber sleeveplaced on base of t> " casing.1 bag bentonite poured down annulusfollowed by cementWater Bearing Zones; -

Depths Yield@ 45 ' Possible perched water,

dry above this level. 160 ! -74. 5'- Well cuttings damp but I

no immediate flow of water frlhole. 1•

Possible perched water coal refusewas dry when first penetrated.Sample not collected.

Water Quality:

Data provided by: Philip GettyV^yJr ^k 1• nnCnXSL INTERNATIONAL EXP ATIO •^•l f\ \ J 1 I , ^f —> / '"" -rC7-U I ^ ^ H .»fc •

. \ r ** Warminster, P ^ 1L 18974-1398

Date: 12/7/83

WELL CONSTRUCTION SUMMARY WELL: #8PROJECT-.DER.Monitor

WELLPjEPTH Well Cross Section(ft) GEOLOGY with water zones

n , Surface Coal Ref use ^0-42 ' Black silt-rock fragments

of Coal Refuse.Dry throughout.

•

'•

V

1,

42 ' ,

42 f-75f orange-brcwn silty [clay, pebble and cobble Vlayers within. ;*

' Alluvium. ;.

•

.

-

•J

- Locking cap-- 1.5' of stick uj• v Sloped Grout•, - Cement grout

inserted in• • annulus from

surface.

6" steel casing' to 45, 5'< 18 ' lengths

• - Cement groutinserted priorto installation

- • of steel casingj •- ' , - Static water ..

level 32. 5 ' BTC" !_.'

•I'

Construction Details

'Location: Tonolii Site approx.90 ' east of Well §6

Driller: OdenheirrerDate Started: 12/8/83Date Completed: 12/8/83

Driller's file name:

..Yield:How Determined:

Total Well Depth: 48.6

Static Water Level:32.5' ETCDate: 12/8/83 @ 1:30 PM

Casings:Diameter Depth

" 6ir stseel 0-45.5'4" PVC 0-28.6'4" screened 26. 6 ' - 48.6'

Grouting Details:; Drilled 8%" hole to 47 !. Inserted

- Sand packplaced alongoutside of PVC

•) - Rubber annular^ ring on steel

casing andbentonite seal

- 20 slot PVC4" screenedcasing exposedfrom 45,5 to48. 61.

Drilled 6" holeto 75'. Holecollapsed to48. 6 ' beforecasing was in-

. A 1 flprted. TD-751

1 bag of bentonite then cementsufficient to fill lower 25 ' of holeWater Bearing Zones:

Depths YieldWater first encountered, at baseof coal refuse (42 ') ,Possible artesian condition ascoal refuse was dry down to baseyet water level in well roseabove base.

.

Water Quality: Sample not collect

Data provided by: Philip Getty

• nflrn *% INTERNATIONAL EXPLORATIOI[A m c lT 577 Sackettsford ft?. Y jr -5- - Warminster, PA{ / 18974-1398—

Date:

WELL CONSTRUCTION SUMJXU

, TOLLDEPTH Well Cross Section

- (ft) GEOLOGY with water zones

Surface of Coal Refuse0-10 ' Black silt and rock

fragments of Coal Refuse

Perched Waterlv __ ^C710-H.61 Brown silty-clay sane

gray mottling.

^

i

-™™ . T/v-Vi'ng C^p2.3' Stickup

/* \.g'l - Cerrent

/ Grout

, «>? - 6" Steel

, ~ * Casing to 4.7 f/; £ 20 slot 4" PVC• r :\ exposed from

/' a :\ 1.6' to 11.6'/; ~- \\ - Sand pack

Sump dugIV into clay,filled with sane

RICH 019

^RY WELL: #9PROJECT: DER Monitor Wel

Location: Tonolii Site approx.90' ESE of Well #3

Driller: TonoliiDate Started: 12/7/83 _.". .1Date Completed: 12/8/83 _:

Driller l s file name: ~ :Well installed by backhoe

Yield;How Determined:

Total Well Depth: 11.6'

Static Water Level: 13. 41 BTCDate: 12/8/83 @ 1 PM

Casings: ;Diameter Depthb" bteel 0-4.7'

... .4" PVC Q-1.6' ^4 ,JScreened E ll_iJ -U SlJP _

Grouting Details:Cement poured around upper 1%' ofcasing and sloped.

Water Bearing Zones:

Depths YieldPerched water resting upon clay lays -at 10 '.

Water Quality: Sample collectedfrom open pit 12/7/83.

Data provided by: Philip Getty

• MtsTLS^ INTERNATIONAL ExpLq^fcipf•1 TS 1 ][ cjjjlf 577 Sackettsfor p1 .. y |TL - Warminster, PA( 7 18974-1398 1

Date: 12/8/83 1

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT A

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-41"+ Black silty-coarse COAL REFUSE

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT B

Date of test 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-33" Black silty-coarse COAL REFUSE

@ 33" Water seeping off of clay layer.

33n-55" Yellow brown silty CLAY, blockysticky and plastic, firm, prominantcoarse and many faint gray mottles.

55" + 10% stones larger than 10"

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT C

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

Not able to be tested as a resultof standing water on surface.

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT P

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-31"+ Black silty-coarse COAL REFUSE

ARICHG23

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT E

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-15" Black silty-coarse COAL REFUSE

@ 15" Water seeping off of top of clay layer

15"-17" Gleyed silty CLAY sticky and saturated

17"-41" Yellow brown, silty CLAY subangularblocky firm, few prominant graymedium coarse mottles.

SOIL PROFILE

TONOLLI CORPORATION SITE

TEST PIT F

Date of test: 12/7/83

DEPTH DESCRIPTION OF HORIZON

0"-120" Black silty-coarse COAL REFUSE

@ 120" Perched water seeping off clay layer

120"-140" Brown silty CLAY, some gray mottling.

&BI01025

COMMONWEALTH OF PENNSYLVANIAER-SWM-22: Rev. 1/80 DEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENTI. D, NUMBER

OATE PREPARED1/16/84

GROUND WATER MODULEMONITORING POINTS• MODULE NO. 8

PHASE 11

Facility Identification

Name Tonolii Corporation_____ Reviewed by ___ ___ Dui.«;

C 0,5 6

Municipality Bnroiagh of Ne-tgnfthoTH ng Recommend approval ______ disapproval

County Carbrm________________ Conditions __________________:____

TO BE SUBMITTED ON COMPLETION OF GROUND WA TEH MONITORING SYSTEM

i. For approved monitoring sites complete the following:

A. Wells1. Location

S jling Pt. #1 Stream Background, Tamaqua USGS 7.5f series 18.0" 1.17" 4°50r58 75°53I01"Sampling Pt. #2 Stream Down Gradient " , " 7.5* series 18.2" 0.45'-' 40°51'02tl 75°52'42I(

MonitoringPoint

Numbers*

feWell #21Well #3

Well #7

Well #8

Well #9

Backgroundor

Down GradientDown GradientW.T.P. lagoonDown GradientSolid Waste Si

BackgroundDown GradientSolid Waste SiDown GradientSolid Waste Si

Name and Dateof Topographic Map

Tamaqua USGS7.5 ' series 1947 n36 "

II I!

38

be

Mfjasur [>rl if omSouthttisi Cot no;

InchesNorth

18.24

18.29

18.77

18.48

18.28

I no liesWeit

0.59

0.48

0.38

0.33

0.43

latitude

40°51'02"

40°51'Q2"

40°51fll"

40°51!05"

4Q°51'02"

Longitude

75°52'51"

75°52M6"

75°52'46"

75°52' 39"

75°52'43"

Number all monitoring points consecutively. Those numbers must not bo changed; Iliuy will boused inall subsequent reports and communications (use numbers only.).

2. Completion Data

MonitoringPoint

Numbers*

No. 7

tsio. 3

NO. 7

No. 8

Me; hodDrilled

Rotary

Rotary

Rotary

Rotarv

. On reCompleted

10/14/76

10/14/76

12/7/83

12/8/83 .No. 9 Backhoe 12/8/83 f

Depih

39 '

47,1'

74, 5(

o i4A-f (5

Top of Casing•Surtua*

Elevation

1011. 75 T

1008.9 '

1052.95'

4" 5P24.00

r°p csUasirto StaticWnior Love!

17. 43 '

26,80'

44,26 '

33.5V

•3Dato of

MeitSLiriMiimit

1/11/84

1/11/84

1/11/84

1/11/84-** !LT.r)" )!'B/ 9 . HO '

COMMONWEALTH OF PENNSYLVANIA. ER-SWM-22A: Rev. 1/80 DEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENT

l DATE PREPARED1/16/84

GROUND WATER MODULE I:|D. NUMBERMONITORING POINTS

MODULE NO. 8 3 oosaiPHASE II

2. Completion Data (continued)

MonitoringPoint

Numbers*

TvTn. 7

NO. 3

No. 7

No. 8

Casing:Material(Type)

R+wal

SteelSteel outerPVC innerSteel outerPVC ipner

SizeDiameter

10" outerfi" inn^r10" outer6" inner6" outer4" inner6" outer4" inner

ZonesCased

0-39 !

0-47-.J0-52'0-74.50-50.1p-48.6

ZounsPerforated

20' to 39'

28.1to 47. 11

52' to 74.5'

50. I1 to 48. 61

Grouting1ZonesGrouted

O1 to 20 T

0' to28.2

0' to 52'

0' to 50.

Type ofGrouting

Cement

1 CementCement with basalbentonite seal & riCement with basal.bentonite seal & ri

Steel outer 6" outer 0-3'No. 9 PVC inner 4" inner 0-11.6' 3.0' to 11.6' O1 to 2' Cement

a. Does each well have a minimum of 3.5 inch diameter entrance port for samplers? _X Yes _ No

b. If the entrance port is not provided, indicate how samples of the upper foot of ground water will besecured.

* Number all monitoring points consecutively. These numbers must not be charujod; they will bo used inall subsequent reports and communications {use numbers only).

COMMuNWEALTti OH PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENT

GROUND WATER MODULE 1. D. NUMBERMONITOR-NG POINTS ^ f|MODULE NO. a >ir.

Pli/.SE

3. Pump Test Data

Monitoring Point Number

Use of water other than monitoring"(fire, domestic, sanitary facilities, etc.)

Pump

TypeRated CapacityDepth to Pump (ft.)Depth to WaterIntake (ft.)

Pump Test Data

Bailed or Pumped at_ (GPM-Uniform Rate)

• Static Water LevelJprior tp start of pumping)(ft.)Pumping Water Level(at end of pump test)(ft.)Drawdown (ft.)Length of Pump Test (hrs.)

Specific Capacity (GPM/FT)

Pumping RateDrawdown

No. 2+

NoneMeyers135 HPSubmer.

45 gpm 80 !— — —

25 "

*

IQh gpm

16

16

02.5 hrs.

10.5

No Drawdcw

No. 3*

NoneMevors1J/HP

Submer.45 gpm 80'

— .—_

25

*

1 6 gpm

9

9

02.5 hrs.

16

*-l~ -7 + +WO. /

NoneMeyerslai" HP

Submer.45 gpm 80 !

60.5 BTC

60,51/11/84

10 qprn

44.26 BTC

60. 5

16.243 rnin..<<5-H-

1i No Drawciovm

No. 8++

NoneMoverslh HP

Submer.45 gpm 80 r

47.6 BTC

47.6

1/11/84

2 qpm

33.53

35.75

2.2230 min.

._•'+

No. 9++

NoneMeyers1*2 IIP

Submer.45 gpm 80 '

12.0 BTC

12.0

1/11/84

1 qpm

9.8 BTC

12.0

2.21 min.

<.54+

a. Are the required geologic logs attached for each well?

Yes X No_____

+ Test information obtained from revised Phase II submitted 12/28/82.

++ Detailed description of well test attached,

* Pump discharge throttled to obtain static water level with no drawdown.

101028-

Pump Testing of Monitor Wells 7, 8 and 9 (Module 8 Section 3)

Pump tests were performed on Monitor Wells 7, 8 and 9 onJanuary 11, 1984. The pumping tests were designed to determinethe aquifer characteristics of the wells. The numerical resultsof the pump tests and time-depth pilots of tho data are presentedin Appendix 1.

Monitor Well Number 7 was pumped at a rate of 10 gpm and was•depleted of water in less then 3 minutes/ indicating that littlemore than the 17 gallons of water which was initially containedin the well was removed. Recovery measurements after pumpingindicate that the well was returning to static conditions at'arate of approximately .055 gallons per minute (gpm) (.09 ft/min.),This rate decreased slighly to ,03 gpm (,05 ft/min.) as a resultof the water level reaching the height of tho outer casing whichis seated below the base of the coal refuse. Tho static waterlevel at the time of the test was approximate-1y .5 foot above thebase of the coal refuse (which is G. 5 fcc-L J ov;or t:h n tho levelmeasured one month earlier). The elevation of the static water-level indicates that the deeper waters within tho alluvium areconfined or may actually be flowing upwards into the coal refuse.It is recommended that this well be pumped at a rate of less than1 gpm until dry and allowed to recover for at least 1 hour beforecollecting water samples.

Monitor Well Number 8 was pumped at a rate of 2.5 gpm and had agradual decline in waterlevel. The pumping rate was increased to10 gpm which caused the well to go dry within 4 minutes. Recov-ery after pumping occurred relatively fast during thr first 6minutes at an average rate of 1.5 gpm (2.5 ft/nil n. ) n n<l s toadiedat a rate of less than .01 gpm (.01 ft/mln.) there-after. Staticwater level was measured approximately B. A feet above the baseof the coal refuse indicating confined or upwards groundwaterflow through the contact. It is recommended belie re sampling thatthe well be pumped at a rate of 1,5 gpm until 3-5 times the vol-ume of water stored in- -the we! 1 is w.i thtfrawn .

Monitor Well Number 9 was designed to painiv.lo water front theperched water on top of the clay layor.

A sump had been dug into the clay to n'Uow for st:oraan of thethin (approximately 1/2 inch thick) layor of wal-or. I'ump.i mjresulted in removing only what was stored in the sump (approxi-mately 3 gallons). It is recommended that the well bo bailedempty using a polypropylene bailor and allowed to recover for atleast 1 hour before collecting water samples.

COWVMONWt-ALTH OF PENNSY1 VANIAER-SWM-22C: Rev. 1/CO DEi'ARTMEN T Of ENVIRONMENTAL.HESOUKCES

BUREAU Ol' SOLID WASTE MANAGEMENT

C, Others(s) Nesquehoning Creek

I. D. IMUMBFR^>ATE PREPARED• 1/16/84

B. Springs1. Locatio

MonitoringPointNumbers*

bHUUiMU WA I Ctt iVIUUULr.MONITORING POINTS

MODULE NO. 8

PHASE II

n - None

Backgroundor

Down Gradient

•

Nanu; £ Damof Topographic Map

MeuMit'.'t! hornSoutheast Corner

InchusNorth

InchusWosl

fajo 0 sS c 9]

fe 2. Flow Data™

MonitoringPointNumbers*

Elevation of DischargePoint

Rate ot MowI X i l t f i l l Mi1; - i i j i t r t i i u j i t

MonitoringPoint

Numbers*Samplingpt. nSampling-£ f2

r ——

Describe or explainUpstream (background) location ofstream which flows past plantDownstream (down gradient) of plantand waste storacre site.

[,iM 1 V't tun-')! Iniui nt.iduii[f low, Ot.'plh lt> Gnuind WJUM, [ i.-v.ttKms, i»u..)

Stream Flow

_. Stream..Plow ...... .. .,

* Monitoring point numbers should be numbered conseci ti ply.Q 3}»-* Wt;its '• v 3; sl)tinns 4, 5,6; others 7, 8.

ER-SWM-22D: Rev. 1/80 COMMONWEALTH OF PENNSYLVANIADEPARTMENT OH ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENT

SANITARY LANDHLL' CHEMICAL-ANALYSIS QUARTERLY REPORT

Facility Name__________________..„__ County ______ __ _ ______ _____ Municipality _

l.D. Number __________________

Monitoring point number ______________ Check uno: spiiruj___ wi;!l _____

Monitoring point location: Latitude _*__'___" Lonijiiiuif? _____°_ _ -'__"

Date sample collected ____________ Time __ _______ __

Spring flow cu. ft/sec, ____________f Sulfaies (tntj/l) (00945) _.„__.______„__

Depth to water level ___________ f«ei Total Solitls (my/I) (00500) _______

Sampling Depth __________ feet Chlorides (my/I) (00940} _____________

Type of sample {CHECK owEjpump __ bailer __ BOD 6 <l<iy (mri/i) (00310)

pH (00403)___________________ COD .25MKf,Cr?07(m.i/l) (00340)

Alkalinity (mg/IJ (00410) ________ Specific Conduciancc(Micrnnihos) (00095)

Total Iron (ug/l) (01045) ______

For metals check one; 1. Standard method _ ___ _ or 2. Aiom:r. absorption

Name and address of laboratory performiruj chemical analyses:

ER-SWM-22E: Rev. 1/80COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF ENVIRONMENTAL RESOURCESBUREAU OF SOLID WASTE MANAGEMENT

CHEMICAL ANALYSIS ANNUAL REPORT

Facility Name____\_______________ County ____________ ' . . Municipality

Facility Number __________________Check one: Sanitary Landfill ____ Spray Irrigation ___

DescribeMonitoring point number ______________ Check one: springMonitoring point location: Latitude ° '___" Lontjitucfe

Date sample collected ____________ Time ________Spring flow cu. ft/sec. __________ Albuminoid Nitrogen (rnt./l) (00639)

Depth to water level ___________feet Ammonia Niuo.jun {m.i/l) (00010)Sampling'Depth __________feet ' Ortlio Phusphams reported as Hm-i/is

Type of sample (CHECK oNEjpump___ bailer___ Nitrito-Niiu>rjf:n fm.j/0 {Onmbj

Temperature (Degrees C) (00010) ________ Nilrate-Niirocjon (my/1) (0()i>:?0fpH (00403) ______________' Total Solids (mcj/I) (00500) _

Alkalinity (mg/l) (00410) __________ Suspended Solids (mg/l) {005303 __Total-Iron (ug/I) (01045) _______________ Settleablcj Solids (ml/100 tnl) £00545)

Manganese (ug/I) (01054) _____________ TOC __ ____ _^Aluminum (ug/i) (01105) _____________ BOD 5 day (mn/l) (003UJ)

Chlorides (ma/l) (00940) _________' COD .25n !<aCr?0;(n»j/l; (00;MO)Fluorides (mg/l) (00950) ______________ Specific Coiulucuinc« (inirromlms) (00005)Sulfates (00945) ________________

Other Analysis Required

Flor Fluorides check one: 1. Standard Method __ or 2, Selective ion prul>uFor Metals check one:. 1. Standard Method or 2. Atomic nhName and address of laboratory performing chemical analyses:

A-RIOI0326

APPENDIX 1

Numerical Data and Semi-Logarithmic Time-Depth £1 Qj^Tests on Monitor Wells 7, 8 and 9

RRIOI033

B_/_j?_S (L - - DateJ/llZ.84. _ Subject- TpnolH .Corporation „ Shco[ N(,.

Chkd. by_ - - - _Date_ _ _ _ _Monitor WellJ7_ _ _ job No.-.

DATE

V1V84

-

TIME

10:00 A

10:4010:46

10:47.510:49

m^n10:56

11:0511:11

11:2011:30—

11:45

1:202:40

LAPSTIME(MIN.)K

DISCH.(GPM)

0

010

100

n,0

1 o0

02

22

00

WATERLEVEL(FT.)*44.26

43.6243.62

56.960.5

< .n59.12

58.3357.79

57.18——

57.45

49.5445.90

DRAWNDOWN(FT.)

S/CG.P.M,

t

/FT.REMAPKS

Inserted nunr- So f.:0.5'Punp on 9 .'0 < ii''«"t

Orancre water (ci.;ivw)_. . ..Punp Off

Rprnvpryn

iin

n

Punp on 2 (??:•!

Col 1 pr:t(=>rl Sp>n^ >"i p<;Punp Off

Recovervn

Calculated Volume ofWater in Well = 1G.86 o

TD of Hole 63.5' basedon lowering pinup.

*Below top of casiiuj

SAMP.NO.

——————

als .

RRI0103U

ByJ? S G _ _ DateJ V8! _. Subject- 11 9?rporation __ shee,, N o > _ 1 _nf

Chkd. by- _ _ - -Date_ _ _ _ _Mcnitor Well i8_Test_ Job No_ __ __

DATE

VH/84

,

TIME

12:10

12:28

12:3612:40

12:4112:45

12:52.512:53.51:00

1:021:092:45

LAPSTIME(MIN . )

•*

DISCH.(GPM)

0

2.5

2,52.5

100

000

f)00

WATERLEVEL(FT.)*33.53

35.4

36.2335.75

__,__

47. 5'

35.7

35.6035.07

35.1033.96

DRAWNDOWN(FT.)

S/CG.P.M,

-.

/FT.KI-:MM :::;

Pump at 47.5'

PiTmp on 13 ? r,

Increased flow ro 10 c:rPump OffRecovery

titt

Punp on ^2 gpm Sanwlint

Pump Off

Calculated Volume ofWater in Hole 20.04 cja.l

TD of hole 4 9.. I' Mu- i o:bottom

*Below top of casinq

':'.AM1«MO.^

T.

1\*m

s.

. ——

A-fllO'!035

By_PJ5J3 - _ Date_lZll/8i _ Subject- 3;orLolli_CQrpQration_ sheet, .so... -I ...of_ LChkd. by- - - - _Date_ __ _ _ _ nitqr Well £9_Te_gt__ job No._ _ _ . _ _ _ -

PATE

1/11/84•

-•

1 —_,_

TIME

2:453-20

,

LAPSTIME(MIN.)

DISCH.(GPM)

0

tfATERLEVEL(FT.)*

9.8!10. 03'

•

DRAWNDOWN(FT.)

•

S/CG.P.M,/FT.

REMAPKT;

Pumped drv --^ iciM-jiuBailed saiupj.-:::1- '.';••• in**

polypropylene jja.ilerWater black.

Total Depth 13.68'

*Below top of caslrrs

SAMP.no.

't

————— j

I

-. —————

. —————— ,

A8101036

5__ ..... ___.. .. __..

4___ ........

Hij;z z TTRR1 ; • I"

.„,;,,. -

4"j>.• i - i N

::v-fE"i::f;:q:Az:• ', *.

* " ... . • ,T-rn-.3 ' : ' ' ' '

5——.

-..._4.,,~-l

^m

•r-rr

•|T"

,_l __..._——i—r-r—•8; . . . i • • : t i • '. • r • >

.

7.

::

., ,

«,..i..t .1-.-I •' •'!:|. I"T-TTT.

-{- 'IT r-"

L ^ :

LI-!'

- -

E

~;rf

.U\!±eV.

;1

4———^^r_-T^_____

; era

"i " •i .

T-~|-r—-i • •

\

\

, ., .. iSujnl-Lott-rlthaUc ' " ' - X . M. l /^ i _ 7-»^•tiyelH^lOtothiMiich ' '' O O AR j 0 I 03^

J__s. >-,__,_,......: . . :.. ,I • * V; • I • !j.__i_. _ ^ _ _ .!>..____! _ _ . . ; . .

t- _T

SUPPLEMENTAL REPORT

ON THE GEOLOGIC CONDITIONS

AT THE PROPOSED SOLID WASTE

LANDFILL OF THE

TONOLLI CORPORATION/ NESQUEHONING, PA,

MIIG1039^~r «T* -

INTERNATIONAL EXPLORATION, IN!577 SACKETTSFORD ROAD

WARMINSTER. PA 18974-1398(215) 598-7137

Site Description

The proposed location of the solid waste impoundment at Tonolii

Corporation is approximately 3.5 miles.west of Nesquehoning,

Pennsylvania. It is the intent of Tonolii Corporation to in-

stall at the proposed site, a lined landfill to supple-

ment their existing system of landfills which retain the by-

products from a battery recycling operation.

The site is situated within the center of the Nesquehoning

stream valley bounded to the north and south by the Broad and

Nesquehoning mountains. The Lake Hauto and Bear Creek reser-

voirs, located approximately one-mile upstream from the site,

regulate stream flow and prevent stream overflowing during

flood conditions. All drinking water within the area is

supplied by a community system which obtains its water from

wells located approximately one mile upstream of the proposed

site.

Subsurface Information

The proposed site and adjoining area are covered by a 3 to 45

foot thick deposit of coal refuse brought into the area from

the now defunct Lake Hauto electrical generating plant. The

coal refuse is composed of carbonaceous black shales and pyriti-

ferous anthracite coal wastes. There are no mineable coal seams

beneath the site, with the coal refuse originating from mines

located over 2 miles to the south.

- 1 -

Immediately beneath the refuse is a thick naturally occurring

deposit of Quaternary Age alluvial silts, clays and gravels.

A water well drilled at the site penetrated 120 feet of the

alluvium before encountering the Mississippian Age, Mauch

Chunk Formation, a sedimentary sequence of siltstones and

sandstones containing no mineable coal seams.

The upper surface of the alluvial deposit underlying the coal

refuse is composed of a thick clay horizon. Surface water

infiltrating downward through the coal refuse has been ob-

served to be impeded by this clay layer, causing perched water

conditions. Elevations of the clay layer indicate that the

perched water on its surface may eventually emanate to the

south along the Nesquehoning Creek.

As a result of the important ability of the clay layer to

limit potentially contaminated shallow subsurface waters from

entering the deeper groundwater aquifers, detailed analysis

of this layer was done in the immediate area of the proposed

landfills. Four test pits were excavated to the clay layer in

order to identify the'clay's presence,'elevation, clay content

and ability to retard vertical groundwater flow.

Each of the pits encountered the clay layer immediately be-

neath the coal refiise. The clay as found beneath the site, is

generally an orange-brown, silty-clay containing numerous mot-

tles. The clay attains a thickness of at least 22 inches

before grading into a poorly sorted sand and gravel.

Groundwater Conditions

Three new monitor wells (7, 8 and 9) were installed to supple-

ment the existing six wells and two stream monitoring stations.

Monitor Well Number 7, being located upgradient of the site,

was designed to sample the background water from beneath the

clay layer. Monitor Well Number 8 was designed., to intercept

any potentially polluted waters beneath the clay layer that

may flow downgradient from the proposed site.

Monitor Well Number 9 was constructed to sample shallow perched

waters that flow downgradient from the proposed and existing

landfill along the top of the limiting clay layer. A

background perched water sample was obtained from test pit E

upgradient of the existing landfills. The laboratory analyses of

the water from test pit E is provided in Appendix 1. Generally,

the background water sample contains a naturally high sulfate,

iron and heavy metals content and has a low pH as a result of

the natural oxidation of the coal refuse. This process creates

acidic waters and releases into solution, naturally occurring •

metals concentrated in the organic sediments.

On January 11, 1984, water level measurements were taken in all

of the wells prior to testing and sampling of the monitor wells.

The results indicate that groundwater flows south from the

highest observed elevation of 1008.69 feet in Monitor Well Num-

ber 7, towards Monitor Well Number 3, with a water level eleva-

tion of 992.40 feet.

— 3 —

JUU010U2

The shallower perched water is also determined to flow south

over the clay surface and emanate at the Nesquehoning Creek.

No seeps were observed along the creek after a period of heavy

rainfall although seeps have been reported in the past. The

ability of coal refuse and fly ash to absorb large amounts of

water may limit rainwater from entering the groundwater system.

Conclusions and Recommendations

The permeable nature of the fly-ash/coal refuse and its mineral

composition give the material low renovating capabilities.

Thus, any potential seepage from a lagoon is indicated to flow

downward through the coal refuse until reaching the limiting

clay horizon. This clay layer may significantly retard verti-

cal groundwater flow and thus protect the deeper more extensive

groundwater aquifers. Infiltrating surface waters have been

observed to become perched on the clay layer and are indicated

to flow south from the proposed disposal area.

Under the present conditions, it is recommended that the

landfill be lined with a rubber or plastic liner in order

to prevent any potential seepage of leachate into the subsur-

face. The location and construction of the existing monitor

well network has been appropriately designed to monitor the

water quality of the shallow and deeper groundwater aquifers

that could be influenced by the operation of the proposed

disposal facility.

APPENDIX 1

LABORATORY ANALYSIS

OP WATER FROM TEST PIT E

COLLECTED ON DECEMBER 16, 1983

ALLENTOWN TESTING LABORATORIES, INC.; 754 EAST FAIRVIEW STREET . BETHLEHEM, PA. PHONE [215).865-2<574

Inspection • Testing • Research • Gnomical Analysis • Industrial Radiology * Soils • X-Ray * Water • Slwl

Certificate of Test and Analysis

*•''•:.''• •. ' . . Dalc 12/28/83••".<;For.! Tonolii Corporation Lab. NO. A 2008 ch!'-;. -. ED #1 PA. Route 54

Nesg.uehoning PA 18240 * Report No, 86868^ . , Attn: Phillip Getty": * On sample of: Water

$ Received: 12/7/83

^ conductivity, SO , Cd, Fe 2+ & 3+, Mg, Kg, N1-, Zn, Pb, Examined wilh the following result:

• Sample # Upper Pit E

Ph 3*5conductivity 5500 ohms

SQjp 160 mg/l ...

Pe 0,148 mg/l

Cd 0.187 rag/1

" M B 22.36 mg/l

Kg 0.028 mg/1 •;

Nl 0.018 mg/l

Zn 0.095 mg/l -.Pb 0.14 mg/l , - "

• 1% ' Respecrfully submitted,

'.Reported to: 2 abOV6 • ALLENTOWN TESTING LABORATORY^fcj

ARiO!Ol»5-form No. A3-1Q2

COMMONWEALTH OF PENNSYLVANIA_____ _____ DEPARTMENT OF ENVIRONMENTAL RESOURCES

.TE PREPARED———=——————— BUREAU OF SOLtD WASTE MANAGEMENT ",. D. NUMBER

HAZARDOUS WASTE MONITORINGINITIAL BACKGROUND REPORT Lab. No.: 0284-263-1

{To be submitted quarterly for one year for all monitoring wells)

cHity Name - Tonolii Corporation_______ Facility Permit Number •_____ '" :''_r~

nation: County ____;_____________________ Municipality _____________________"Stream

Dnltoring Well Number1____1____Above Plant Check one: up___ down x gradient

jpth to Water .Level _______ feet. Measured from: land surface___ top of casing___

mpling Depth _______ feet. Elevation of land surface _______ feet or" top of casing _______ fee

'pe of Sampling (check one) pump___ bailer___. Was the well purged? Yes___ No___

Dnitoring Well Location: Latitude ___° ' ___"N Longitude ___* ___' ___"W

rte Sample Collected ______1/12/84 _____ Time of Sampling ___________________

rnple Collectors Name

PARAMETERS CHARACTERIZING SUITABILITY AS DRINKING WATER SUPPLY

{01002}^_______f__________ ug/L Lindane (39782) _____< °-05_______ ug/L

irium (01007)^______10°__________ ug/L Methoxychfor (39480) < 0.10_______ ug/L

idrnium (01027)"^______2__________ ug/L Toxaphene (39400) < 1.0________ ug/L

iromlurn (01034) K 15__________ ug/L 2, 4-D (39730) ______<_2__________ ug/L

L de .{00951} _____7S _______ ug/L 2, 4, 5-TP Silvex (39740) <0-005______ ug/L

sad (01051) _______£°___________ ug/L Radium ( 226') ______< 1.0________ pCF/i

srcury (71900) _____< °»2_________ ug/L Gross Alpha { ) 5,6 ± 3.6_____ pCi/l

trate (as N) (00620) 40°___________ ug/L Gross Beta { ) 1*5 ± 0.5_____ miinny

leniUm (01147) ____<• 2__________ ug/L Turbidity (00076) ______2__________ TU

iver (01077) j£______<_^___________ ug/L Coliform Bacteria ( ) HO________ per100 *

idrin (39330) '____< 0*08________ ug/L

COMMONWEALTH OF PENNSYLVANIA—————————————— •" 1M1 UbPARTMtNT OF- hNVIKUNMtNl AL KtSUUHCtS

BUREAU OF SOLID WASTE MANAGEMENT

E PREPARED HAZARDOUS WASTE MONITORING - i. D. NUMBERINITIAL BACKGROUND REPORT

(To be submitted quarterly for one year) Lak • No . :

IHtv Name " ^ ° V\ • ' L/L v Monitoring Well Number -1Tonolii Corporation , :

Ilitv Number •

PARAMETERS ESTABLISHING GROUND WATER QUALITY

oride (00940) 13 mg/L Additional Parameters if required:

n (Total) (01045) 0*55 mg/L Antimony { ) < 0.002

noanese (01054) °-20 mg/L Copper { ) 0.02

mo! (32730) ' < 100 - -ug/L zinc ( ) 0.56

dL.i (009295 8-° mg/L Bicarbonate ) 5.0

[fate (00945) 21 mg/L Oil/Grease ) < 1.0

0284-263-1: . «

mg/L

mg/L

• mg/L

mg/L

mg/L

. PARAMETERS USED AS INDICATORS OF GROUND WATER CONTAMINATION

Replicates (must be done for upgradient wells only)

1 (00403) 5*93 ' ™38ecific Conductance (00905) (micromhos) .2 7>ta! Orqanlc Carbon ( ) mg/l '

- ~ - L, . i \ n ' 0.027)f Oraanic Halogen ( ) mg/L18>tal Dissolved Solids (70304) mg/l

ir Metals Check One: .1, Standard -Method ___ or 2. Atomic Absorption X

ame. Address and Supervisor of Laboratory Performing Chemical Analysis:

ASW Environmental Consultants, Inc.

1701 Union Boulevard

Allentown, PA 1-8103

John P. Dougherty

(2)

••ClVM-33: 4;81

COMMONWEALTH OF PENNSYLVANIA_______________ DEPARTMENT OF ENVIRONMENTAL RESOURCES

.TE PREPARED———————————— BUREAU OF SOLID WASTE MANAGEMENT ', D. NUMBER

: HAZARDOUS WASTE MONITORING Lab No - 0284-263-2INITIAL BACKGROUND REPORT

(To be submitted quarterly for one year for all monitoring wells)

dlity Name Tonolii Corporation_____ Facility Permit Number _____ --"''

cation: County ________________________ Municipality _______________•______^Sampling Pt #2,

>nitorlng Well Number ______2 Stream 100 yds. Check one: up___ down X gradientBelow Plant——— . ——— ———

jpth to Water,Level _______ feet. Measured from: land surface___ top of casing___

mpling Depth _______ feet. Elevation of land surface _______ feet or top of casing _______ fee

pe of Sampling (check one) pump___ bailer___- Was the well purged? Yes No___

>rr*oring Well Location: Latitude ___* ___' ___"N Longitude ___* ___' ___"W

ite Sample Collected _____1/12/84____._____ Time of Sampling ___________________

mple Collectors Name ______________________

PARAMETERS CHARACTERIZING SUITABILITY AS DRINKING WATER SUPPLY

fc (01002)i ______< 2_______ ug/L Lindane (39782) < 0.05________ ug/L

rium (01007) _______200_________ ug/L Methoxychlor (39480) < 0.10_______ ug/L

idmium (01027) _______38_________ ug/L Toxaphene (39400) <• 1.0________ ug/L

iromium (01034) K______$_________ ug/L 2, 4-D (39730) _____< 2__________ ug/L

ik Je (00951 }^______155 •_______ ug/L 2, 4, 5-TP Siivex (39740) < 0-005_______ trg/L

tad (01051) </_________103_________ ug/L Radium { 226'} _____£ 1.0_________ pCUl

jrcury (71900) ______< °*2________ ug/L Gross Alpha { ) 5.0+1-1 pCI/l

trate (as N) (00620) 1^ 10°_________ ug/L Gross Beta ( ) .4-? ± Q-7 miHirtyr

leniUm (01147) •______£J_________ ug/L Turbidity (00076) _____Q-1________ TU

ver (01077) ________£^__________ ug/L Coliform Bacteria { ) _^__________m per. 100 r

.drin (39330) ________^ °'08_______ ug/L

E PREPARED

f

ility Name °

COMMONWEALTH Of- PLNN1>T LVMWIM |DEPARTMENT OF ENVIRONMENTAL RESOURCES 1

BUREAU OF SOLID WASTE MANAGEMENT 1

HAZARDOUS WASTE MONITORING I.D. NUMBER 1INITIAL BACKGROUND REPORT

{To be submitted quarterly for one year) Lab- No - : 0284-263-2

i , - . ' •V\ •"' l/.t v Monitoring Well Number 2 , ^^Tonolii Corporation ,

Ility Number

PARAMETERS ESTABLISHING GROUND WATER QUALITY

orlde (00940) 39 mg/L Additional Parameters if required:

n (Total) (01045)

nqanese (01054)

>nol (32730) ' .

i > (00929)

fate (00945)

. PARAMETERS USE

1 (00403)

ecific Conductance (00

tal Organic Carbon (

ttai Organic Halogen (

ital Dissolved Solids (7

»r Metals Check One: .

ame. Address and Supe

ASW

1701

3 . 36 mg/L Antimon^ ) 0. 010 mg/L

2.02 ' mq/L Copper { ) 0.03 mg/L

< 100 • -ug/L Zinc ( ) 0.72 \ mg/L

35.0 mg/LBicar3xmat:e ) ——— mg/L

70 mg/L Oil/Grea$e ) 2.4 mg/L

D AS INDICATORS OF GROUND WATER CONTAMINATION

Replicates (must be done for upgradient wells only)

4.05 • P

905) (micromhos) 325

) mg/l ' 0.4 ' ....

) mq/L' . °'036 - ' " :

D304) mg/l * 160

1. Standard -Method or 2. Atomic Absorption x

rvisor of Laboratory Performing Chemical Analysis:

Environmental Consultants, Inc.

Union Boulevard

Allentown, PA ' 18103 .

John P. Dougherty.

(2) 4fe

.•-GYM-33: «,'61

COMMONWEALTH OF PENNSYLVANIA____________ DEPARTMENT OF ENVIRONMENTAL RESOURCES

,T£ PREPARED ———————————— 8UREAU OF SO"* WASTE MANAGEMENT .. D. NUMBER

HAZARDOUS WASTE MONITORING .-. noo, _-, -,INITIAL BACKGROUND REPORT * N° ' : 0284~263-3

(To be submitted quarterly for one year for all monitoring wells)

.dlity Name Tonolii Corporation _____ Facility Permit; Number ____ ; ______ -•-: :v-_jr..;;

nation: County ____ ; ________________ Municipality ________________ 'Down Gradient

:>nitoring Well Number ______ 3 Monitor Well Check one: up ___ down X gradientBelow Solid Waste Lagoon

2pth to Water .Level _______ feet. Measured from: land surface top of casing ___

mpltng Depth _______ feet. Elevation of land surface _______ feet or top of casing _______ feet

'pe of Sampling (check one) pump ___ bailer ___ . Was the well purged? Yes ___ No ___

? "oring Well Location: Latitude ___ ° ___ * ___ "N Longitude ___ * ___ ' ___ "W

jte Sample Collected _______ 1/12/84 _____ Time of Sampling ___________________

mple Collectors Name ______________________

PARAMETERS CHARACTERIZING SUITABILITY AS DRINKING WATER SUPPLY

lie (01002)t£ ________ 23° ________ ug/L Lindane (39782) _____ <_ 0-05 _______ ug/L

irium (01007) _ ________ 50Q _______ ug/L Methoxychl'or (39480) < Q * 10 ______ ug/L

idmium (01027) ________ _______ ug/L Toxaphene (39400) < 1-° ________ ug/L

uomium (01034) K _______ _______ ug/L 2. 4-D (39730) ______ •< 2 __________ ug/L

L.ide (00951) ________ 58. ug/L 2f 4, 5-TP Silvex (39740) < O.QQ5 ______ ug/L

jad (01051) __________ _ _____ . ug/L Radium ( 226) _____ < 1.0 ________ pCi/1

srcury (71900) _ ______ < °*2 ______ ug/L Gross Alpha ( ) 3.9 + 2.4 pCi/l

trate (as N) (00620) 1/900 ________ ug/L Gross Beta ( ) . 2-6 ± 0-5 miiijnyr

leniUm (01147) • ________ _______ ug/L Turbidity (00076) ______ 1 __________ TU

(01077) _ __________ _________ ug/L Coliform Bacteria ( ) __________ per/ 10° r

jdrin (39330) ' _______ < °*08 ______ ug/L

ftRIOiOSQ

COMMONWEALTH OF PfcNNSYLVAPVIM

E PREPARED

t

illity Name ' " ' f*

DEPARTMENT OF ENVIRONMENTAL RESOURCESBUREAU OF SOLID WASTE MANAGEMENT

HAZARDOUS WASTE MONITORING .D. NUMBERINITIAL BACKGROUND REPORT

(To be submitted quarterly for one year) Lab - No- : 0284-263-3

a - • •v*\ ~> I/L v Monitoring Well Number 3 ^^Tonolii Corporation '• . *

iility Number , •

PARAMETERS ESTABLISHING GROUND WATER QUALITY

oride (00940) 25° mg/L Additional Parameters if required:

n (Total) (01045)

nganese (01054)

.no! (32730) '

L n (00929).

Ifate (00945)

165.3 mg/L Antimony( ) 0.28 mg/t

209.5 ' mg/L Copper ( } 0.02 mq/L

<lo6 - -uq/L Zinc { ) 5.70 i mg/L

461 mg/L Bicarbonate ) ——— mg/L

3700 rng/L Oil/Greafe , < 1.0 • mg/L

. PARAMETERS USED AS INDICATORS OF GROUND WATER CONTAMINATION ;• ' Replicates (must be done for upgradient wells only)

I (00403) 4.09 - W

eclfic Conductance (00

>ta! Organic Carbon (

>*"1 Organic Halogen (

>tal Dissolved Solids (7(

sr Metals Check One: .

305) (rmcromhos) 5 , 100 .

) mg/l ' 3.9 .... J

) mg/t' • °-071 - ' ' 1

D304) mg/l '2,700

1. Standard -Method or 2. Atomic Absorption x |

ame. Address and Supervisor of Laboratory Performing Chemical Analysis: 1

ASW Environmental Consultants, Inc. . 1

1701 Union Boulevard 1

Allentown, PA . ' 18103 1

John P. Dougherty.

(2) ' A

ovos \

1--&VM-33: 4/61

VT£ PREPARED ———— ~w wr *„„,„ .,«a,c m«M eiv,cn.. t. D. NUMBER

HAZARDOUS WASTE MONITORING ., noo/t „, _,INITIAL BACKGROUND REPORT N°' = °284~263-5

(To be submitted quarterly for one year for all monitoring wells)

icility Name Tonolii Corporation _____ Facility Permit Number ____ : •"•''":£

>cation: County ________________________ Municipality ____________________'Down Gradient

onitoring Well Number ______5 Below Water Check one: up___ down X gradientTreatment Plant

epth to Water,Level _______ feet. Measured from: land surface___ top of casing___

impling Depth _______ feet. Elevation of land surface _______ feet or top of casing _______ fee

/pe of Sampling (check one) pump___ bailer___. Was the well purged? Yes___ No___

cr'*oring Well Location: Latitude ___° ___' ___"N Longitude ___* ___' ___"W

ate Sample Collected ________1/6/84 _____ Time of Sampling ___________________

tmple Collectors Name ______________________

PARAMETERS CHARACTERIZING SUITABILITY AS DRINKING WATER SUPPLY

: (01002) _________6_________ ug/L Lindane (39782) ______< 0.05________ ug/L

irium (01007)^________30°_________ ug/L Methoxychlor (39480) < 0*10_______ ug/L

admium (01027)^_______^_______,_ ug/L Toxaphene (39400) < 1-0________ ug/L

hromiurn (01034) K______?________ ug/L 2/ 4-D (39730) ______<_2__________ ug/L

IL .de (00951) J______10° •_______ ug/L 2. 4, 5-TP Silvex (39740) < 0.005______ ug/L

ead (01051) __________?______._ ug/L Radium ( 226) _____< 1.0________ pCi/l

ercury (71900) ______< °-2_______ ug/L Gross Alpha ( ) < 0.5________ pCi/l

itrate (as N) (00620) 445_________ ug/L Gross Beta { ) . 1.5 ± 0.5 millir/ y

sleniUm (01147) •______f 2_________ ug/L Turbidity (00076) ______0.1________ TU•

iver (01077) _^________^ __________ ug/L Coliform Bacteria ( ) __________ per100

idrin (39330) '______< °'08_______ ug/L

E PREPARED

• ' J '•Hity Name °

jiity Number

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENT

HAZARDOUS WASTE MONITORING I.D, NUMBERINITIAL BACKGROUND REPORT

(To be submitted quarterly for one year) , Lab. No.: 0284-263-5

(i ' ~ ' 'V\ ;'* vv v Monitoring Well Number • 5 ••

PARAMETERS ESTABLISHING GROUND WATER QUALITY

oride (00940) 1^ mg/L Additional Parameters if required:

n (Total) (01045)

nganese (01054)

jnol (32730) ' -

d! ,1 (00929).

Ifate (00945)

!*31 mg/L &ntimony{ ) < 0.002 mg/L

°*63 mg/Lc°PPer ( ) 0.03 mg/L

< 10"° ' "ug/L zinc ( ) 0.97 ; mg/L

12 -3 mg/L Bicarbonate ) ——— mg/L

33 mg/L Oil/Grease ) 3.7 mg/L '

. PARAMETERS USED AS INDICATORS OF GROUND WATER CONTAMINATION, /

^^ Replicates (must be done for upgradient wells only)

000403) 4-09

•eciftc Conductance (00

>tal Organic Carbon (

>t~' Organic Halogen (

Hal Dissolved Solids {71

Dr Metals Check One: .

905) (micrcmhos) 142 .

) mg/l ' •• 2-°

) mg/L' . °-014 -

3304) mg/l * 67

1. Standard Method or 2. Atomic Absorption ^

ame. Address and Supervisor x>f Laboratory Performing Chemical Analysis:

ASW Environmental Consultants, Inc.

1701 Union Boulevard

Allentown, PA- 18103

John P. Dougherty -

(2)

COMMOWEALTH OF PENNSYLVANIA

E PREPARED

• • ' '•ility Name . ' °

DEPARTMENT OF ENVIRONMENTAL RESOURCESBUREAU OF SOLID WASTE MANAGEMENT

HAZARDOUS WASTE MONITORING i. D. NUMBERINITIAL BACKGROUND REPORT _. __ __ M _^ ^

CTo be submitted quarterly for one year) Lab • No- * O284-263-6

V\ Ut v Monitoring Well Number 6 :Tonolii Corporation

ility Number

PARAMETERS ESTABLISHING GROUND WATER QUALITY

oride (00940) 180 mg/L Additional Parameters if required:

n (Total) (01045)

nqanese (01054)

jnol (32730) '

dL.n (00929).

ifate (00945)

0-02 mg/L Antimony ( ) 0.108 mg/L

1* 75 mg/L Copper ( ) 0. 19 mg/L

< 100 '• 'Ug/L Zinc ( ) 0.76 • mg/L

182 mg/L Bicarbonate } ——— mg/L

650 mg/L Oil/Grease , <1.0 mg/L •

. PARAMETERS USED AS INDICATORS OF GROUND WATER CONTAMINATION

4^ Replicates (must be done for upgradient wells cmlyj

I (00403) 3*97

ecific Conductance (00

»tal Organic Carbon (

i? Organic Halogen (

>tal Dissolved Solids (7(

)"r Metals Check One: .

305) (micromhos) 2,100

) mg/l 1.5

) mg/L' . °-02°. ' "

3304) mg/l ' 1'100

1. Standard .Method or 2. Atomic Absorption x

ame. Address and Supervisor "of Laboratory Performing Chemical Analysis:

ASW Environmental Consultants, Inc.

1701 Union Boulevard

Allentown, PA ' 18103,

John P. Dougherty

{2)

ARID 1055

1--&VM-33: 4/81

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES

VTE PREPARED———————————' BUREAU OF SOL.D WASTE MANAGEMENT ',. D. NUMBER

'• . HAZARDOUS WASTE MONITORING _INITIAL BACKGROUND REPORT Lab. No.: 0284-26 ^

(To be submitted quarterly for one year for all monitoring wells) ^^r

JcHity Name Tonolii Corporation______ Facility Permit Number ____;_______-^^,

nation: County ____;__________ _ Municipality"Up Gradient

onitorlng Well Number _________7 Above Solid Check one: up X down___ gradientwaste Lagoon

epth to Water .Level _______ feet. Measured from: land surface___ top of casing___

,mplmg Depth ______ feet. Elevation of land surface _______ feet or top of casing ______ fee

of Sampling (check one) pump__ bailer___. Was the well purged? Yes___ No___

o oring Well Location: Latitude ___* ___' ___"N Longitude ___° ___' ;___"W

ate Sample Collected _______1/6/84 _____ Time of Sampling

imple Collectors Name ___________

PARAMETERS CHARACTERIZING SUITABILITY AS DRINKING WATER SUPPLY

irium (01007) ______< 1QO________ ug/L Methoxychl'or (39480) 4 0.10_______ ug/L

admiurn (01027) _______38________ U9/L Toxaphene (39400) < 1.0________ ug/L

hromium (01034) K_____122________ ug/L 2. 4-D (39730) ______<_2__________ ug/L

lu«.ide (00951) ______278 •_______ ug/L 2. 4, 5-TP Silvex (39740) <0-005 ug/L

ead (01051} ________19Q_________ ug/L Radium ( 226 ) _______4.77 ± 0.68 pCi/I

ercury (71900) _______£0.2_______ ug/L Gross Alpha ( ) 3.6 * 0.6 pCi/l

itrate (as N) (00620) 235_________ ug/L Gross Beta ( ) .5.4+0.2 m.mr,yr

ileniUrn (01147) _______^ 2________ ug/L Turbidity (00076) ______O-1________ TU

Iver (01077) Y__________L________ U9/L Coliform Bacteria ( ) J?__________ per'——————————" 100 i

idrin (39330) ________^ °-08______ ug/L

ABIOI056

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES

,TC PREPARED——————————' BUREAU OF SOLID WASTE MANAGEMENT '.D. NUMBER

; HAZARDOUS WASTE MONITORING _ , ._ noo , .' INITIAL BACKGROUND REPORT Lab' N°'= 0284"'

(To be submitted quarterly for one year for all moniioring wells)

cllity Name Tonolii Corporation Facility Permit Number •_____ ;

nation: County ____;________________TT^_ Municipality _________________Down Well # 4 — — ; — — _

Dnitoring Well Number _____6 East of Solid Check one: up___ down x gradient -7Waste Lagoon ;

jpth to Water,Level ;_______ feet. Measured from: land surface___ top of casing___

mpling Depth _______ feet. Elevation of land surface _______ feet or^top of casing _______ feet

'pe of Sampling (check one) pump___ bailer___. Was the well purged? Yes___ No___

Dn"*oring Well Location: Latitude ___* ___* ___"N Longitude ___° ___' ___"W

ite Sample Collected _______1/12/84 _____ Time of Sampling ___________________

rnple Collectors Name ______________________

PARAMETERS CHARACTERIZING SUITABILITY AS DRINKING WATER SUPPLY

...iic (01002) t£_________21_______ ug/L Lindane (39782) ______< 0.05

iriurn (01007) <^_________80°_______ ug/L Methoxychl'or (39480) < 0.10______ ug/L

jdmium (01027)^_________^_______ ug/L Toxaphene (39400) ____< 1*0_______ ug/L

irornjum (01034) K_______i3_______ ug/L 2, 4-D (39730) _______<_2_________ ug/L

u die (00951) _______1?2_______ ug/L 2, 4, 5-TP Silvex (39740) < 0.005 ' ug/L

2ad (01051) j£__________^5________ ug/L Radium ( 226 ) ______<1*0_______ pCi/l

ercury (71900) _________^_______ ug/L Gross Alpha ( ) _____6,1 ± 2.8

995________ ug/L Gross Beta ( ) . 2.3^0.2- yr

!jeniUnV{01147} ________^_______ ug/L Turbidity (00076) 0»!_______:-TU»

Iver (01077) Y____________6________ ug/L Coliform Bacteria ( ) Q__________ perTOO i

idrin (39330) _________< O.OB_____ ug/L

ARi 0*051.:

i

PREPARED

• / ••ity Name ' " °

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENT

HAZARDOUS WASTE MONITORING i. D. NUMBERINITIAL BACKGROUND REPORT

{To be submitted quarterly for one year)Lab. No.: 0284-263-7

' ( / ' • ' • 7 ' 'W ;' l/L v Monitoring Well Number - ' •Tonolii Corporation ' . .

ity Number - .

PARAMETERS ESTABLISHING GROUND WATER QUALITY

ride (00940) 1° mg/L Additional Parameters if required:

(Total) (01045)

qanese (01054)

10! (32730) ' -

IiL. (00929).

ate (00945)

77 - ° mg/L Antimony ( ) 0 . 048 mg/L

18 -° mg/Lc°PPer ( ) 0.26 mq/L

< lb° ' ug/Lzinc ( ) l.W -1 mg/L

5.9 mg/L Bicarbonate ) ——— mg/L

600 mg/LOil/Greas(e ) < 1.0 mg/L

PARAMETERS USED AS INDICATORS OF GROUND WATER CONTAMINATION

^^ Replicates (must be done for upgradient wells only)

(00403) 3-6l 3-60 3,61 • 3.60

clfic Conductance (00

at Organic Carbon (

a] "Vganic Halogen (

al Dissolved Solids (7(

Metals Check One: .

905) (micromhos) 1,100 . 1,050 1,075 1,100

j mg/I ' - 7.3 ' 7.0 7.0 61'4'

) mg/L . . < 0.010 . 0.016 0.012 0.012

D304) mg/l ' 549 550 552 548"

1. Standard Method or 2. Atomic Absorption X

ne. Address and Supervisor -of Laboratory Performing Chemical Analysis:

ASW Environmental Consultants, Inc.

1701 Union Boulevard

Allentown, PA- '18103 >

John P. Dougherty •

1OI-05 7

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENTVT£ PREPARED —— 1™~ w' ~«-'" »«»•<= ».«M.«V<-».——• I. O. NUMBER

; HAZARDOUS WASTE MONITORING Labi No . 0284-262=-! INITIAL BACKGROUND REPORT

(To be submitted quarterly for one year for all monitoring wells)

acllity Name '____Tonolii Corporation Facility Permit Number ____

8

xatlon: County ____;___________________ Municipality ___________________"'Up Gradient

onitoring Well Number ________8 East of Solid Check one: up X down___ gradientwaste Lagoon

epth to Water,Level ______ feet. Measured from: land surface__ top of casing__

impHng Depth _______ feet. Elevation of land surface _______ feet of" top of casing _______ fee

/pe of Sampling (check one) pump___ bailer__. Was the well purged? Yes No__

ottering Well Location: Latitude ___* ___' ___"N Longitude ___* ___' ___f'W

ate Sample Collected ______1/6/84 •_____ Time of Sampling ___________________

jmple Collectors Name ___________

PARAMETERS CHARACTERIZING SUITABILITY AS DRINKING WATER SUPPLY

i ...lie (01002) t£________12_________ ug/L Lindane (39782) ______< 0-05

.rium (01007} ______< i00________ ug/L Methoxychlor (39480) < 0-10_______ ug/L

admium (01027) •_______^________ ug/L Toxaphene (39400) < 1-°________ ug/L

hromlum (01034) ______9_________ ug/L 2. 4-D (39730) ______< 2__________ ug/L

1 ide (00951)" ______175 •_______ ug/L 2, 4. 5-TP Silvex (39740) < O.OQ5 ug/L

ead (Dia51) _____260_________ ug/L Radium (226 ) _______2.00 + 0.62 pCi/!

ercury (71900) _______< °*2________ ug/L Gross Alpha ( ) 2.5 + 0.4 ..pCi/i

itrate (as N) (00620) 464________ ug/L Gross Beta ( ) . 4,5 ± 0,2 milliryr

jlenibm (01147} _________8________ ug/L Turbidity (00076) _____0.1_______ TU

Iver (01077) _^__________*_________ ug/L Conform Bacteria { ) 0___________ per——,——————.—————————— 10Qndrin (39330) . ______<• °-08_______ ug/L

re PREPARED

• .s* ' '

:ility Name ft

COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF ENVIRONMENTAL RESOURCES

BUREAU OF SOLID WASTE MANAGEMENT

HAZARDOUS WASTE MONITORING 1.0. NUMBERINITIAL BACKGROUND REPORT

(To be submitted quarterly for one year) Lab- No • : 0284-263-8

(i '^ r> l/t \ Monitoring Well Number - 8 ; "Tonolii Corporation

;ility Number

PARAMETERS ESTABLISHING GROUND WATER QUALITY

loride (00940) " mg/L Additional Parameters if required:

•n (Total) (01045)

mganese (01054)

enol (32730)

a.um (00929)

Ifate (00945)

4.13 rng/L Antimontf ) 0.055 mg/L

I-64 ' mg/L Copper { ) 0.06 mq/L

<lo6 - -ug/L Zinc ( ) 0.39 ; mg/L

95 mg/L Bicarbonate ) ——— mg/L

450 mg/L Oil/Grease ) 1.0 mg/L '

. PARAMETERS USED AS INDICATORS OF GROUND WATER CONTAMINATION

^fe ' Replicates (must be done for upgradient wells only)

, (00403, 4.02 4.10 4.08. 4.03

•ecific Conductance (00

)tal Organic Carbon (

>' Organic Halogen (

stal Dissolved Solids (7

jr Metals Check One: .

905) (micromhos) 1*285 1,280 1,280 1.285

j rng/1 ' 1.7 ' 3.0 2.2 l.'S-

) mg/L . 0.062 . 0.053 0.045 0.056

3304) mg/l ' 645 648 652 658

1. Standard Method or 2. Atomic Absorption X

ame. Address and Supervisor of Laboratory Performing Chemical Analysis;

ASW Environmental Consultants, Inc.

1701 Union Boulevard

Allentown, PA ' 18103.

John P. Dougherty-•» ———————————————————————————————— - ———— - ————————————————— - —— • —————— • ——

(2)

ABIOI059

V-CSVM-33: 4/81

VTE PREPARED ——— ~~ ^^ .,*»._ m/wA^-mcn i 1. D. NUMBER

; HAZARDOUS WASTE MONITORING K_INITIAL BACKGROUND REPORT LalD- NO' =

(To be submitted quarterly for one year for all monitoring wells)

icllity Name _______Tonolii Corporation Facility Permit Number ____

cation: County ___ ; ________________ MunicipalityDown Gradient

onitoring Well Number _______ 9 Below Solid Check one: up ___ down X gradientWaste Lagoon

epth to Water , Level _______ feet. Measured from: land surface ___ top of casing ___

tmpllng Depth _______ feet. Elevation of land surface _______ feet or top of casing ______ _ fee

of Sampling (check one) pump ___ bailer __ . Was the well purged? Yes ___ No ___

r Coring Well Location: Latitude __ _° ___ ' ___ "N Longitude ___ ° ___ ' ___ "W

ate Sample Collected ______ 1/6/84 ____ ; _____ Time of Sampling

imple Collectors Name ____ __________________

PARAMETERS CHARACTERIZING SUITABILITY AS DRINKING WATER SUPPLY

-«nic (01002) ________ 84Q ________ ug/L Lindane (39782) ______ < 0.05

Jriurn (01007) _________ 100 _______ ug/L Methoxychlor (39480) < 0.10 _______ ug/L

admium (01027) ________ |2 ________ ug/L Toxaphene (39400) < 1.0 ________ ug/L

nromium (01034) ______ 112 ________ ug/L 2, 4-D (39730) ______ <_2 __________ ug/L

L. .ide (00951) _______ 227' _______ ug/L 2, 4, 5-TP Silvex (39740) <0.005 ug/L

ead (01051) {_ _____ 5'600 _____ __ ug/L Radium (226 ) ______ < 1.0 ________ pCi/l

ercury (71900) _________ °'5 ______ ug/L Gross Alpha { ) 4.5 + 2.6 pCi/l

itrate (as N) (00620) 18^ 80° ________ ug/L Gross Beta ( ) . 4.4 +. 1.1 milliryr

,'IeniUm (01147) _______ 232 _______ ug/L Turbidity (00076) _____ 97 ______ ' TU» , -,-,v i/ *7Q ;. A .-* n • f To° NumerousIver (01077) _Y __________ if ________ ug/L Cohform Bacteria ( TO

100idrin (39330) __ _______ < 0.08 ______ ug/L

COMMONWEALTH OF PENNSYLVANIA

•E PREPARED

• ' ••"" ':ility Name ;

;ility Number

DEPARTMENT OF ENVIRONMENTAL RESOURCESBUREAU OF SOLID WASTE MANAGEMENT

HAZARDOUS WASTE MONITORING i. o. NUMBERINITIAL BACKGROUND REPORT _ * .. _rt- _ ^

(To be submitted quarterly for one year) Lab' N°' : 0284-263 9

f / '^ :' l/t v Monitoring Well Number 9 'Tonolii Corporation . '

PARAMETERS ESTABLISHING GROUND WATER QUALITY

loride (00940) 500 . mg/L Additional Parameters if required:

>n (Total) (01045)

tnganese (01054)

enol (32730)

c. <n (00929).

Ifate (00945)

275 mg/L Antimony ( ) !-03 mg/L

1°1 mg/L Copper { ) 0,07 mg/L

< 100 - ug/L Zinc ( j 0.68 ', mg/L

2/440 mg/L Bicarbonate ) 305 mg/L

8 , 500 mg/L Oil/Grease ) 7.9 mg/L '

. PARAMETERS USED AS INDICATORS OF GROUND WATER CONTAMINATION. i

• Replicates (must be done for upgradient wells only)

H (00403) 6*36

lecific Conductance (00

ital Organic Carbon {

3* ' Organic Halogen {

Mal Dissolved Solids (7

or Metals Check One: .

905) (micromhos) 15,300

) mg/l ' 15° '

) mg/L' . °-23°. ' '

3304) mg/l ' 8 00

1. Standard -Method or 2. Atomic Absorption x

ame. Address and Supervisor of Laboratory Performing Chemical Analysis:

ASW Environmental Consultants, Inc.

1701 Union Boulevard

A lien town, PA- 18103

John P. Doughefty ••*

(2)

HRIOtOSI

REPORT ON WATER SAMPLING PROCEDURE AT

TONOLLI CORPORATION, NESQUEHONING, PA.

JULY 16, 17, 1984

On July 16, 1984, International Exploration, Inc. (INTEX)

collected water samples from Stream Locations 1 and 2 and

Monitor Wells 2, 3, 7 and 8. The samples were stored over-

night under cool conditions with the coliform samples being

refrigerated. On July 17, 1984, samples were collected from

Monitor Wells 4, 6 cind 9. Weather during the sampling period

was clear. Stream height was 5.95* below bridge benchmark,

significantly higher than levels from the previous year.

Monitor well samples were collected using the submersible

electric pump supplied by Tonolii. After each use the system

was flushed with clean water and the outside wiped down with

a nitric acid solution when excessively dirty. Samples were

delivered to ASW Environmental Consultants Laboratory on

July 17 for analysis. Duplicate samples of each were provided

for Mr. Alien Stevens, Department of Environmental Resources,

Wilkes-Barre, PA.

An additional shallow, up-gradient well was installed in the

general vicinity of Monitor Well #4 by placing a fiberglass

pipe into a hand-dug shaft extending 2' below the surface and

6" into the underlying clay substrate. However, no water was

noted in this well at the time of installation.

ftRIOI062

In addition to normal sampling, specific conductivity and pH

determinations were performed in the field for all samples.

A summary of the field techniques and analyses performed for

each sample are provided as follows:

101063