OPRA - Twin Boro Field Phase 2 Report INCOMPLETE

8/9/2019 OPRA - Twin Boro Field Phase 2 Report INCOMPLETE

1/89

EOTECHNICL EVLUON ND

LIMTED PHSE ENVIROMETL SITE SSESSMETof

wn B FedBck 05 t 5

Bgh f ntBegen n, ew Jesey

eed F:Bgh Dn

Whngn vnDn Nw J 762

Jn 6 2

O F No: A660016001

Alaimo Group2 gh Stet, Mt. Hlly NJ 8 Tl 09 2783 Fax 9 2673

2 Market Steet Pesn NJ 075 Tel 973 523-2 Fax 973 52375


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Geotecnical Evaluatio andLmited Phse Ev/metl Ste Asssset of

Twi Bo/"o FeldBorog of Dmot

Bge Cy, New Jrse

TABLE OF CONTENTS

0 INTRODUCTION

1 Scp W.....1

0 SITE DESCRIPTIO u

2 L 222 pgp 223 lg .., "' 2

24 Sl C " . 22 Hlg .. ". 226 L U x "" " "" 22.7 Uli " """ 2

30 GEOTECHNICAL EVALUATION 3

31 Lb g g 332 Sbc Ci 433 c cl Rl .. 534 S Mc/p l 63.5 l Sbc El. 7

40 MITED HASE II ESA: SITE Il'VESTIGATION 841 El ig g 842 Lb l . ...... 84.3 Dc lcl R 044 il El El

0 CONCLUSIOS ND RECOMMENDATIONS

1 Lii " 21 cl El . 12512 Li S g 12

2 Ci" " , 3

2 I cl El 1322 L h S g 1323 C . 14

3 Rc " 431 El Rpg 1432 Rl g 13,3 Rl c . 1534 Rc U 1


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bl

b Ib 2Tb

F

Fgu 1

AppxAAp B

Gothl Elto Lt Ph II Eomt St Amt of

Bo FlBoouh of Dot

B t J

LIS OF ABLES

Dpt P

Suy Subsuc Cs 4Suy Ayi lts 9Cop Hsc F Db

LIS OF GURES

Dpt P

ig Lti Skch 1

LIS OF APPEIES

B LsLboto Dt Dlbl


4/89

Gal Eval alL Pas Enal e ssssn f

Pak lk L5g fDU

g C/t N Jsy

10 ITU

he aim Group etn the Borouh o Dumont to eorm th eotchnclElton n Lmt Phe II Enonment St ment ES) o Borouh on oertknon n Boo Fel hch rt o n Boo Pk h ect oet enot oBloc 1 !O5; Lot 1 on the Dmont Booh emnt M g 2) n ccele omln n Drc Lne.

o o th uton ( ollou on th nn o th Ph I ES hch oun

ence o entl o tt rnt e to htoc ctt

11 Scpe f Wh eotchncl luton conte o the ntllton o 6) tt on to cen th

c conton n th mt Phe ES nol th mln o om tho on orthe renc o enronment contmnnt

h co o ok o the Lmte Phe II St netton outln n lett roo Mrch 0 20 0 rom the lmo rou h ok comlt n utnt comlnc iththe ccet oo

-J -


5/89

21 t

Geotechic Evalut dLmt Phs romntl St Assest of

Tw Bo/'o FldBoogh ofDUt

Bge! COty, Nw Je

20 STE ESPTI

Th Ph E s codctd of th tir trct ko Block , ot bt th limitdPh it stitio hs focd o Ti Boro Fid hr hitoric li rpdl occrd

22 Tg'phh t toporph c b chrctrid s tl lopi to t/ht

2 Gccoi to riol oloic mppi. th it i drli b t lt ft of Rh lcil

till hich is chrctrid s rddish bro to rddish o ilt sd Th drli bdrock idotd s th Psic ormtio d coit of dto d iltsto bot - ft blo thd srfc

24 Sl ntns

Th oils o th t r mppd dothentsloamy(9-8 percenJfuentl od


6/89

Ghna Ealan aL bas Ea S ssssn f

Tw B Bgh fDn

Bgn w J

3 GEOTECHNICAL EVALATON

The geehial evaluain f he Twi B Fiel wa uerae by he Alai Grup innji wih a geehial ubula Duel Aiae f Philaelphia Penylvaia

3 Fd nd Labra Tsing grmA al f six Saar eerain Tes SPT brig wre perfre a he Twi Br

iel i general arae wih ASTM D May 22 O The e bring were isalle

a axiu eph f 2 fee belw he exiig grun urfae he e brig lai are hw g The s bring lai were se ee evaluae he fur rs f he el a wella he apprxiae eer f he fel

The e brig were perfre by Granee Drillig f Shrewbury ew Jereyuiliing a ru ue Mbile B9 rill rig wih hllw e augers All wr wa perfreuer e ire superisin f he geehnial subsulan Tes bring g prepa by DuelAsiae eribig he iins euere are preene i ppx Hhi repr

A he plei f he rillig he brehles were ie grue wih a beieeegruwih he eepin f TB2. Durig he euin f TB2 he ubnsula berve ha heiewalls f he behle ha ave urig rillig a he brehle ha iae i ize a

iaer f apprxiaely ihes A rprenaive f he Brugh f Du wa nae aaerial wa pvie by he DPW fr e ballig f he TB2 brehle Aer he auger wasrv he brhle wa balle wih he il uig a sa fr a nie spil.

es sil wa ue abve eah e brig lai pesae fr peial fuureleen a he big lains N aiial paive er r si resrai was perfre.Aiial sleen a eing f he gru an il plae i he brehle ay ur suligi a epi r hle i he gru urfae suenly ure aieae a esi fhe brig lai ay be ruire preven ueven surfae iin

Sil aple were baine urig he el eplrain prgra an ue fr subeuelabrary eing fr geehnal prpeies a evirenal aia The geehialeigis f riig he aral iure e ASTM D 22) a he perepaighe N 2 seve ASTM ilay frai) fr a al f even saples baine heebrngs. The reul f h geehnial abrry eig were ue ai i he lasiai fh il enuere ha a suarie n he brig lg

During he el iveigai ah f he il sapl bie fr he brigs wa elsree using a phiniza ee PD) Aiial evirenal larary esing wasperfre everal il saples baie uring he e brig The resuls f he labrayaalyses are preee i Sei . f hi rp

-3


7/89

Tw oo Fld: Dumt ough Ju 6,200Pag4eoteclmi.1 Evauatin ad Lmtd PUae J SA Rep0 ubU'f Cd

Bt a yr of topso t subsurfac odtos outd o t t a geyb

dsrbd as appat ad possb ! matra cosstg of oos to mdum dsty sty sadragg dpth from t (3) to sx (6) f bow gud sW'fac gs). Th appart matrawas dtrmd to ovry ata -gad matr st ad y) of mduIto vy stffossty d oos to vry ds sad wt vryg mouts of st ad cay.

T appat straum ws obsrvd to ota a amots of msaos dbrs(g crusd sto orgacs wr suato oa agmts) tst borgs TBI TB3 ad T5. addto to ths straum of mscaos dbrs yr cotg sma mots of orgacmatras (.g oots ad avs) was obsd tst borgs TB ad T at dpts ragg fromsx (6) to ght 8) ft ad Om tr 3) to fou 4) ft bgs rspctvy

Rsa ( t advacmt of th drg agrs ws coutrd svr of t borgspormd durg ts vauato aow rfsa to t dvcmt f tb drg ugrs wasobsd at dp of 8 ft durg t ostrcto of tst bog T T raso for rsa s otkow bt ppard o b a subsrfc obstcto ratr ta googc rok Agr ad spt spoorsa o appart massv rk was obsd at dpts ragg om 7 to 18 ft bgs tstborgs T d TB3 Drg rfsa was ot outrd durg t prfoac of tst bogsTB4 TB5 ad T6 to t dpt of t borgs. T gra subsu odtos otrdr smmarzd Table 1.

Table 1,_=___.;_SIlmLSusur c Cdioc:/\,._______-S'alu App"oxmate Genrld DsA

hck "ft35 TOPSOIL

: ..........- - -Apparent FILL: bw, orage bow, bck rd-brw f t edusdj o o c i, tre rse sa, c gavl deb (i.+=-..crushe w n} fe); :"C 4.0-- Ogbow, bow rd-brwn du SAND, e o tasil/cy tte I vel t Ce d ( to w lo

f;m____-__;;-tv:; , dns) ; m;g"sS"M Spc,:C--_D 12 ORGNCS (L avs; back fe to medum SND; omE ___-;__+ (L, roo s);}t lt (wt ..9 Rd bw wh bck SLT/CLAY sme o dsa rac crse d tc gv (Mo o w ed _--" co =nsiste y) ; USC;l.:,c C:"-__NOTES:

Soi descripis tized hee md u te es bog lg ae defed e (ned Gee Ne. Straum B eee dg e bs T-4 dTB6.3. Sta C o ceed d s bg T-5 d jJy p/ b T 1d T,4 S'I D eCOed e bosTB-2 T5 S eco1Yd e bOJ!!- dTB-_gdot/lypen_t4 etbOJ'ig]:. ________

Grodwtr obsetos drg t prform of t tst borgs are dcatd tstborg ogs g gudwatr ws otrd tb tst borgs ragg fm 4.8 to 9 ftbow th stg gud sUac

4


8/89

Twin B Fd: Dum Brug J 16,200Gote


9/89

Twn Boo Fed: DUnt BoroughGeotechic1 Evuaton al!Jjmited Phase SA Reprt34 SieMallcacmpfovnt Alternavs

June 16,010Page

he getechnca sbconstats have deveopd severa ptons regadg the antenaceand poveent f the eceata ed. he opt tat s seected w depend pon the ltacnstuctn cost, ng-te ateance cst and te rtace f te fac ty n rvg theogh's eceatna needs

ova and eaceent f One pt s to cpetey eve the pevusypaced f atera an d epace t wt sabe atera paced n controed s wtproper copacton he geotechnca subconsutants ave estated that up to 5 feet of atea wd need t be undercut n areas f the ed whee debs and/ rgancswee evdent haow test bngs woud be needed to deneate the extent of the gacand debs aeas he eva of te pevsy paced f ateas wud aso aowcoaton tat subgade cndtons were preset po to paceet and

cpact of stabe n ctoed s he ste c Id be egaded t pvesface danage ad f necessay udedas cod be staed An gaton systefo te ed cod aso be stad wtht conce about cntned setteent

In-ace Denscaton he -pace desfcaton of te saow sbsrface cndtosay be cnsdeed a pactca eans f prvng te subsce cndtons epose f the denscatn prcess wod be to nduce the setteent f undeyngateras t vd spaces and theeby edce the agtde f fut setteent ad todentfy yedg condtos he geothnca subconsutats ave ndcated that toacheve the equed sbgade poveent te ste wod be densed wt at east0passes f a t (nu) vbaty e (A "pass equas up and back) en passeswoud be pefoed n a ot-soth decto and ten passes wud be pefed n an

east-west decto Oce ths descato pocess was cpeted the areas hesetteet has been ndced wod be stpped of topso and ed wth sutabe gaaatea n oose s as needed to estabsh gade Aeas tat have been deted asyedng o aeas whee these stabe sbgade cndts ae ecnteed wudbe ndect t


10/89

Twin Bom Fied: DUlont roughGCQtel(iaEv."ua!iol@tcdYhase ILESA RCor_ Jun _ .. Page The factr that eed t be coidered i eecting an prveet pti are the quaty of

the desired recreatioa facity and the capita ct needed t achieve that faciity

The eat ct aterative i a contiuati f the frequet ainteane activitie eed to oid ad depei that devep oer tie Hwever, the differetia etteet detract frothe quaity f the recreatia ed and udubted Iy ipact the afety f the participat

The deiicati proce wi iprove the facity and ubtantiay reduce the ccurrece fdieretia etteet by iprg the copact f the haow urface ayer n ipitc ter,thi ethod w reduce but ot eiinate dieretia eteet t a ha the adatage f otexpoig the atera of quetabe quaity that hae bee detected

The bet and or coty ateatie woud be to ree eera feet of uuitabe ateria

ad repace it with uitabe cpacted a tabe ubgrade Thi apprach woud eecteyeinate ay future etteet ad eabe the deepet of a eceet recreatia facity Theoe factor that affect thi ptin i wheer the excavad ateria requre dpa due t iteroeta quaty

3 Atl Sbf Eln

Additia uburfe eauatio coeded prr t the eect f the ipreetpti t or fuy deie the extet f the ayer cotaiig deb ad orgaic ad to idetithe prece orietat ad reatie ize of ay bew grade oid obtructio urfceirreguaritie A o-detructe geophyica urey utiizig groud peetratig radar (GPR) reectragetic coductii (EM ethod wud be epyed fr thi purpoe he geophyiaurey hud uppeeted with haw tet brigs that wi cor the uburface conditinaed 01 the uvey d the haw tet bring, the area and depth f the udecuttig ad thepaceet of cpacted can be or fu deteried

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Gochca aio Ld has IIEvro1a S As of

wi oo dorh ofDO

g C w Js

4.0 LIME PHASE II: STE ESTI GATI

41 Evm tal Tesng PrgrIn order to deteine te qualit of the suburface ateals, the tet and pcedure decbed n

th ecto were undeaken

photoioniatn detector (PID) wa ed durng the nstallaton f all (6) test bogs and didot detct potental latle rganic copouds (VOC) in ay of the tet borings

oted aboe physcal obseatns f the bon eealed the peence f a layer contanigsgncant quattes of organc ateal tet bog B-2 and TB5 at depth agg f 6 to 8 feetand 3 t 4 feet epectely

total of fu (4) ol ale wee colected ad ubtted to the labatoy f analy Two(2) aples wee collected fr analytcal teting the layer containng igicant quantite ofoganc ateal hese saple were obtaned fro the 5 to 6 fot belw the goud suface (bgs)intera n 2 ad fo the 3 to 4 foot bgs teal TB-5 The other ale elected foaalytcal tetig were f' were fro the 2 to 3 foot teal n TB-1 ad fom 6 t 7 et bgs teal B-3

The fou aples were ent t Tet eca Inc of do, New Jerey for the fllowngaalye:

Priity Pollutant Lit (PP) etal by the PA Methd W846 60 B ad 7470;PPL VOC by P Method W-846 8260BPP e-olatle rgaic cmpunds (VOC) b PA Methd W-846 8270D;

PPL pestcde by PA Methd W846 808 ad PPL polychliated bpheny (PCB) by EP Method W-846 8082

4.2 Lbrr AnlsisThe Tet Aica aaltcal epts ae peeted n Append A ad ae uaized n ths

secto a well a on a The analtcal reult how n a are coaed to the NJDPguidance alues fo Redential ad No-reidenta ect Contact New Jerey oil Reedatntadads oil Cleanup teria a published the NA 726D Reedation tadad last ed Neber 4 2009

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12/89

Twin Boro Field: Dmnt BrughGetical Evauan ad Limid Ph. II ESA R"por___Je 16, 200Pag 9

Tabe 2Summay ofAalytcal Results

I'P SMVOLATL COMPOUNDS (SVOCs) i __= _Acapl;i,e N OII J ND 00 J 300 3,0h'Il1 N 009 J N N NA 300,000Alhce N";_.;"2;J ND 06 J 17,000 30,0BC1zo[njlhf.,IO N +-.7",___I.O8.JO 78__ 6O +___2 0DelO[n!pyo ND 6 NO .4 020 I 020?olb!fnoh N 8 NO 09 .:0;6O +___.0nzQi:hie N 068 NI+04"680OO 30000B!noI(ec ND 030 N 02 6.0 23lthYhca"t ND 021 J 01 019 35 140h N 096 N 06 J 62 bz a h)e ND 013 ND ND 0 0h.... N tL8_ND 1.3 3QZ 2OOOFlnore _ ND 015 J ND 044 2300 'denoIy_-N. O.6!___ N+0 '6+---0:6C--2 .0 hr\ : ND 15 ND 18 NA 300000Pe j N 1 NO 079 J 700 1NoothcrSYOs ee d,----I=+- C+__..+___-= .._..I,.PESTCSfPOLYCHLORNATD BPNLS (PCBS) in Ikg4, ' DDD ND005 N ND

44DDf-

D :OO8;-P tD+cO "'.OI'; ...........+---'0 1320 90;:DT ND 009 N*_ _N"D;_ _I_ _+---_:;hlordal D 0.1 p ND 1.7 0 800.20 l.Dldn .._ ND 0.0055 Jp N'D:-_O'O28t 0040maBHindnc mm NO ND NO -_.,,6- JJ._ __N othr ids or PBs dt.Xi' JETALS h'g!"-_. 45 19 3.2 19 ,037Ai t:;--mCr1iu ND J 020 N 16

0.9817 .9718!.-_"_ NOChomum ..___ 6__;_-..-Lad

ZnfN"ooChe r1,I-al-s-d


13/89

Twi Bo Fild: Dumnt BugGteccal Evalato ad Lmtdh,se ESARepor Ju 6,2010 . Page 10

haalyss of t saps fo B-I ad B3 dicatd t psc of s-volatl ogaccopouds and tas. Volatil ogac copods VCs) psticds o PCBs w ot dtctd abov

th dtcto lmt ths sampls rtmo th cctatos of tl SVCs ad tals wdtmd to b wll wth th Rsdtial and No-sdtal Clan p Cta ad a ot a cas f'glatoy coc o act

aalyss of t sampl fo test bog B dicatd t psc of s-volatl ogaccompods psticds ad tals abv aboatoy dtctio lmts Volatl ogac copds (VCsw not dtctd abov th dtcton limt ts sapl h coctatos potd bzo(a)athac bnzo(b )uat do 1-cd)py w abov th sdtal ClpCta and t cocnttio pod f bzoa)py was abov th No-Rsidta ClanpCrta

aalyss of t sampl fm tst bing B- datd th psc of sm-volatil ogaccoponds SVCs) vlatl ga copods VCs) pstcds PCBs ad tals abovlabatory dtcto lits addto th cocttios ptd fo bzoa)py and th pstcdcloda w abov t N-Rsdntal Clap Cta

43 Dscussion of Aayticl Resultsaalytcal tst slts of t sampls btad f tst bngs B- ad B- sggst that

t sbsface codtos associad with th obsvd ogaic atals av b mpactd haalytcal slts of t sapls colltd of t gac matals dcat t followg

Bzoa)atac bzob)oat d 1 -cd)py a pst at

concttos abov t Rsidtal Clap Cta on B-) f th tw saplscollctd

Bzoa)py s pst at cocttios abov t N-Rsdtal Clap Cta bot sampl

Cloda s pst at ocatos abov t Non-Rsdtial Clap Cta oB-)of t two sampls colct

th sm-voatl ad poty poltats a pst i bogs B- and B atccttos tat a bclow t claup cta bt a abov t dtcto lmit

Coctatosf contaats tat a abov t N Clap Cta mst b pd tth NP nd t St Rdato Rfom Act S)

ll atal may b chaactizd as stoc ll matial psat t th NEP ccalRqmts wc s dd as "nonindigenous aterial, dposte t rs th topophic vtonof th st whch was contanatd pio t emplcent and is n no wy connctd wth the oprtions

at t location ofth plcet nd which inlds witho ltaton onstrctin dbis despos ncnrto si diton dis y sh r non-hzrs sld wst.

10


14/89

Twin Bora Field: Dumot orogh Je H, 21Goe"hjcaLaluf\QIitJhs!ESA R01 !e e echic I Reqie pide liis bsed on th historic Il dtbse t the NJDP of

spcic copods. Tabe 3 cops the SVOCs cocenttios poted the Sit ith the Histoic

Fll Dtbs s pd in Appdix D of th echicl Reqeets A the bl idictes, ll ofth onite ves belo th ge epoted i the histoc ill dtbse

Tub .>Compu'so to sorc FlDatabae

1 Hislo datbe vue r om AppxD /hNJEP Reqen2. S ow Ie g coeno orfo mpe 'D TB orTB5;

4 Additol Envnn Ev

h reence of cotint bo the ccptd cep critei tigges the ed f ftheronsite inetigtion n ccodnce ith NJD egtio Redil etigti (R) is eqied todelite the eticl d hoizot xtnt o coition hi o-p ok c b d i expedited ne bce th ly o cocer i tiel llo Gophsic thod y lohlp dene th liit o bsrfc olis

1\-


15/89

Gn E nL P IIEnnn S An

w B lBg D

Bg C New rsey

5.0 FINDNGS ND CONCLUSIONS

51 Lmaon

511 Geehna Evalun

The gtecncal valuatio was lmtd scp ad was itndd t ascta t geal stcndts tat a pst n te Ste. Th umb of bngs was kept t a minmm sc t ppswas to caactz th geal ste cndtons, A detaled geotechical iestgatin wuld b cssary

p' t dild desgn f Ste mpmets

512 Ermal Ealuan

,2.1 Phas I ESA BackgrunQT Phas ESA pepad f Tw B Pak p1d that th St ad bee used as a te-

muicpal swag dspsal facility in th 950s nd that w that use was tmatd t ste was spltbtwe geld ad Dumnt d eentally td by t espctve municpalts tcatals A tw f a psn kwldgabl f t sts sty (Iwn Bcst)eald that the st was pOdly te subject f xtsi llg pats as shw by t follwng

xcept:

Mr. Hucheist s Ihal xtnsv wst dspos tie ocrd On th t r th g dspos s mintd Rpody t d p wed w, /typs of s e Wh th dge pad bd r otd on th t of h jt p Bhht as tht th astdpo ad tt od ov mh ofh s ow opd y t mt-ppo d nd pk.

Basd ths fomatn te P I ESA concludd that te was n dence ofcgzednomntal codtos cocton wth t pope1y with t excpton f "potentia resdul

cotmt soctd wth htofl tvt.

51 Lmtd Pas I ESA (Site Investaton) lmid Pas ESA was udk to astan t aldty of th pd st ll

actts t ste scp f t P was to dtem wt unsital matials wpst t ll statum ad t dtm th cmcal cmpstn ths mateal lat t acceptdsl clap cta scp did t nclude dng th xtent of ay otamat wc typcallyccs a Rmdal Istgatn dtakg ay mdial actn plans

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16/89

Twi Boa Field: Dumo! Boough Jue 6GotlUica Evutio nd Limed :hae ES.1fL!_.._...... Pa! 35.2 Cocso

5.21 Geotechica Evato

he key dig of the geotehi eutio be umm'ized foo

The preee of gur mtei ith te debri d orgi ormed ovethe etire i Boro ied ite gig i depth fom bout thee (3) to eight (8) feetbeeth te topoi ye. he peee of of oe from bity stdpoitbeue of the uo method of pemet, the uko odito of the ubgdepio to pemet d the poteti peee of uuitbe mteri ithi the trtum

h gur II mtei dtemed to be ompoed of riety of mtei d of

ooe deity A ye of git qutiti of ogi mtei obeed i to ofthe ix borg fe feet beo the ufe. he dieeti ettemet tht h beeexpreed or the yer i due to the ft tht the ot ped i otroedmer d w ot ompoed of uitbe mtei.

Setio 3 of th repot detie method of rdug or imitig the deretiettemet tht h oured d i otiue to ou t th Site Thee optio hebee tegoied ompet remo d epemet of the uutbe mtei,deto of the mtei or otiued peiodi miee

5.22 Limted I'hasc ESA: Site InvestgatonThe key dig of the Phe Site Ietigtio be ummrized foo

he bortoy yi of mpe oeted fom t he ye hee igit ogmteri ere obred deteted th peee of emi-ote ogi ompoudSVO boe the NJEP Reideti d NoReideti iet ott Soi eupiter The eeted oetrtio of SVO ere fd i oe qudrt of teeretio ed t depth of t et feet beo the goud urf Thee i oditio tht ue of he fity he bee expoed to the otmted

The otmited mteri pper to tfy the detio of "hitoi hh i mtei tht otmited t the time of empemet he httio of

the mteri htori i h ie th gd ( remedi tiotie

uhoe the yi of the mpe oeted fom oe of the tet borig deteted eeted oetrtio of the petiide horde hh ppe to be ioted dditt Are of oe

Bed o the obertio of te ubufe odtio d the y of mpe oetedfom te boig it be ouded tht the mter tht ued he the te hgedfom tete tetmet fiity to eetio ompex otmited pio to empemet

-3


17/89

Tin BoO iel: Dot Borough Jue 1 2 IQejhncal yalun d Limi,! P;J 1SRePlt__ _ 1uor was cotaminated durng emplacement ad appea to atisfy the denition of "hitoric ll. Thesell activities occed about 50 years ago There s no indication that the subsurface conditio have

bee impacted by actions durig the itervening time

The cocenttion of the detected cotaminat in the l material wa found to be below eaverage concetration reported in the NIDEP hitoic ll databae pesented in ppedix D of theIDEP Technical Requireents This determination will eed to be conrmed by addtion analicaldata comled during a emedial investigation of the Site. f the histoic ll characterizatio iconmed, the person responsible for conducting the remediation of hitoric ll ateial hall do sopusuant t o N.A.C 72662(d)

523 reas o Cnce

Baed n the limited Phas invetigation the Area of Concen ca be identied as follow

I Histoic Fi The lig activities that ere reported n the Phase I ESA have bencormed by obeations of split spoon ample and by the analysi of oil samle. Thenatue ad deth of the ll is variabe across the ite. Semi-volatile orgac compund weredetected in two of the four samle above the IDEP Cleanup Criteia bu below theaveage concentatio reported in the NIDEP hitoric l[ database A remedial ivetigationi nded to determine the etet of the contamated l. t appear that the histoic ll ofconcer i a thin layer of materia raging in thickness 'om 13 feet and i deth fo 3 to 7feet bgs

2 Petic diposa. The analysis of one of the four amples detected an elevatedcocentration of the peticide chlordane Chlodane i an oganochlorine comound that waued as a peticide in the U.S until 18 Becaue of concern about damage to theenvironment and harm to huma health the PA baned al ue of chlordane i 98 Thepeece of a petcide at the reped level i not typical of historic l ad may be due tothe dispoal of a waste material duing the historic emplacement The resence of thiscontaminat is being treated as an Aea ofCoc that is ditinct fo that of hitoric llreed iatio

53 Reomdti

t is ecommended that the following actions be undeaken to reduce the Borosenvironmental liabli, to coply with applicable regulatio ad to imove the receatioal facility

53.1 Evirmetal RpotingThe detection of contaminant above the Cleanup Criteria must be red o the NJDP n

accodance ith the Site Remediation Reform Act. The Alaimo Group will coordinate with the Borougho the tication rocdure.

14-


18/89

Tw Boo Field: Dumot BoroghGotehni1 Evulati nd Lmted Phe ESA Rcpo"t'---___2 Remeda Ivigto

Je 16, 200age 1 5

The prsece of cotmts ad he detcato of Ares of Coce ecessttes ht Remedal Ivestgto be derke to lly dee the horzotl ad ecl extet of hecoamato d the cocetrto of the cotamts The eed for Remedl estgto lllso reqre tht ll evrometl repos be cogd to fll y dhere to t he NP TechcalReqremets

t s recommded tht geophyscl techques be sed to detfy the etet of sbsrfceaomales d tht geoprobe be used to corm the presece of orgac cotmts A geopobe scpble of stall g shll o probes d collectg smples of l l mterl tme ecet maerampes should be collected wth the ll rea d sed to dee the horol d ertcal extet ofthe cotamto These methods r stble sce the depth of the l l ye' of cocer rgs fom to 7 feet bgs

Remeda to

c the etet of the cotmto s flly deed, emedal acto Ok pl ll eed tob developed by the perso sposble for the ste mdato Th e remedl cto ltets myrge from th mposto of deed restrcto to eble ste-specc se stdrds to the completeremol d proper dsposal ofte cotmted mterls The fctors tht afect the selecto of themost sutable o pto re costrcto cost d the qalty of the cretol fc ly dsred

The remed l cto tht s to be selected ll deped po the rslts of the Remedalstgto; l determt o o hether the l l materl c be charactered s h storc ll ad decso by the Borgh o hether the recretoal eld shold be pgrded cocrrt th the steremed ato f the Borogh decdes to completely remoe d place the ll mterl oder toestablsh sbgade for the eld the coamated materl that s ecated old be dspos oft stble dsposal fc l ty The complete remoal d eplcemet of stable mterls th e(5) feet of the srfce ppers to be he most ble opto from geotechl d erometalperspecte bt also the oe th the hghest ost

the eet tht the Borogh chooses to remedte the ste bt ot to mke sstatemproemets to the recreatoal eld the use of stttoal cotrols my be cosderd for thehstorc ll proded that other Areas of oce th he hstorc ll re remedated ths regrdthe eleted cocetrto of the pestcde chlorde dted the TB smple old lely eed tobe remedd ths case the remedal ctos old et coted peiodc mtece ofthe

eld respose to selemet ad e mposto of deed restrcto to eable the pprol of stespecc recretol se stdards

4 Retd Use

t s reomeded that a deed restrto be mp osed o the propery to eble the deelopmetof ste-specc Rcreatoal Ld Use stadrd tht more ccrtely rets the rsk to hma helthThe stspecc sadard old be less strget tha the Resdetl drect cotact sol cleau crteraad old ect the s tht c be resobly trted to the ste codtos

5


19/89


20/89

Geolecica Eva/alio aLmted Pase nvrnenl Sle Aeet f

Tw B FeBough of Dol

Ben COly, New Jesey

APPENDIX A

Borng ogs


21/89

DUFFIELD

ASSOCATS BRNG B1!J

Gtchnicl n Envirom!a

Cnsung Ss

Da aed

Dae Cpt

ggd by

'

: My 12, 200

My 12 010

: B

: an 50's

Tw;n 8 fd

Bough ofDumon! N JereyPcNo. 837GC Ex, Con[actoI ; Mk Grnese!Gfa Dg, In

Deph n

feel i0

2

Lae DeP

e DCB Dobpy

t En

0,

0000


66/89

Ct Smp 10;

b Sp 10:

Cit Mr

MhodPpaaionDlDe nayzed:De ped:

AnlyeAdrin PalpaBHbe- HC

1

4601

Soli

808141100172010 084014200 09

deaBHCamH (Lndne}Chloa4,4DDD4,4DDE44DDTDidnEndouln IEndosfan Endosln sulateEdnnn aleydeHepalrHeptlo poxdToxaphee

SogateTetfaC(:n DCB Daloolphnl

Ama Eo

%Miue 6

808A Ooo Pc (Ge}

Any B 460-77Pep Ba tch 4607420

7.2

7.

7.27,2

72

72727.2

72

7.2

727.2

7.2

7.2

727272

1 8

8

uu

uuuuuuuuuuuuuuu

Aaya aa

4633

Dte Smpd 0122010 1 12

Dae eceved 0200 1 80

nstent IDiti Wegholu:F WehoumIjeon VomeResuf ype

1

0.97

1 10.83

1 6

0.86

140.90

1.4

15

.1

0_92

1.0

1. 8

10

1.4

15

0 - 16

PESTG00 10 m LPRMARY

7272

7.272

727.2

727.2

7.2

7272

72

7.2

7.2

7.2

72

0/00


67/89

i i

Cent Saple

L ae ID:

Max:

h

re

D Anyzd

D d

TAec

-13

5

il

SOSIA

5

.57

5 5

% sr 6.5

8A Ognchn Petce (GC)

y Bch 7575

r Bah 7

Page

fne D

Aayta ata

Job Numb 460-3139

Da ald 5/25

De Revd 5/2

Wh!u

E

5

F Wihe

je Ve

Ruy

u

DARY


68/89

ln l ssa

Lb Spl lien Marix:

etod

T-53

697Si % ie 6_

081A O ss (G)

Ays ah 477 srmet

lyt Dt

Nu

D Spled /22Dae Recive 2 8

eaati:

885

Pre Bach 742 Iiia Weiglue:PSC

5 LDiluion

a nayzed

ae eaed

/72 99/4 9

Final Wegle:

Ijci Ve

sul T

ay DyWt Coreted: Y slt (ug/ Quaie L

LPMAY

RL_C__ _ ,___ldr 7 U .8 -'T.-H 17

ba-H 7dea-HCgaa-BHC Lnane

Clodn4,4'4,4'4,4Dieldndosulan Edola IIEdoula ulfa

EdEd adeyeehr

eahr o

Toxaee

uate

1716

1700

17

18

728

17

77717

77

7%c

U . 17U 7U 27 17J 7

7U 2 7 7U 2.2 7

7U 7 7U 26 7U 2.2 7U 4 7U 4 17U 5 7U 3.5 7

U 6 7ualife cceptae Liis -.,

T eaclxyene

D ecchiheny

TAa n

7675

Pae 62

4 65

00


69/89

Client: Dufeld

Clent Smpl D;

b 10:

IJ Max:

Mod

Pra

luton: Anayz P

uo

TB534

Soil

SOBA5/72 5/4/2 5

,etrBCo=;:xylenDB {acorobipy

Tr ds

% Moisture: .58081AOrgnoho e (Ge)

Anss Btc 455P Bac 44

Ayta Dta

460-131391

D mld 5/220 1 Rcd 5// 8

Inum 0;

nJ Wgholu

Fl Wjgol

njcin Vol

R Ty

PETG

L uL

ONARY

%R Q is "4'S

ag 4 0


70/89

C fd Aat

Cn Samp :

Lab ame

Max

M

reara

DH

Dae Aayz

Da rar

ocor 22or 232

or 22roor 28oor 2rocr 260for 262roor 268

sa s

TB3

460-3392

8082

35

0054200 5

054200 07

Mose 8.8

A t

umb 60-131

Dae amed 0512200 095

ae Rcve 053200 830

80 Pyhrn Bphny (PB) y G hagphy

Aayss ah 603753

r ah 60373

Re (K83

8383

8383838383

83

Rec

Ism ;a Wghom;

Fa Wlgo

jo Vme

s y

Qlru

UUU

25

622

289.2

14

14

E

500 0 m

RMRY

83

8383

8383

8383

fr ceaw Um

0 8 7

65

0/00


71/89

D ssoas

l le 1Lab Saml ID

Cin Matrx

6460-3392

Soi(

Ayl

o Nme 460391

Dat Smpled: 051200 095

Da Rivd 051300 830

88 Plcr Bpel PB b G hrmQr

MtdraUon:DJuio:Da AnazdD Peard

Suo

808254,005400 959051400 079

CSbiph' ""

Tfmrca E

Aalys Bach: 353Pr Bah 40339

%6

Pe 43 of 3

umn nl WgoumFial Wghum:njn Vlumu y

PETG

5_00 0 mL

SECONDAY

0/0


72/89

l: Duld Asss

Client Samp 10

Lab mpl ID:

lf Mat

TB-256

60-13394

l Misu 2_8

Aayal aa

Jo Numr 4603

D mpld 052200 05

Rvd 05200 830

02 Pychorn Blheny (B) y hmatogrphy

M 8082 lyss 603753paU; 5 p : 60373il 0a Ayz 05200 2032 pa 05200 07

Aal DyW d Y sult1g'!l _ - . M' 77A 22 77A232 77

A 22 77AOl 28 77lr 2 77Alr 260 77Arl 262 77Al 268 77

u %DCBDecaCrobhnyf-

TAma o 44 of 62

Im W!mFa WIji Vlsul Typ.

Ql MOLU 23U 43

U 5U 20U 26U 86U U 13

ETG75.03

0 mL

RIMAY

RL

77

77

7777

77

77

77

77

a Ap - -

0/0


73/89

lin pl b Smple Cln Mix

MePaatDin;D AldDa pad

Surt

B5

4019ol

03541

0054200 03054200 079

DCB DecfronYT

Temra Edi

Mou 2.8

yl

11

Da m 0500 D v 05200 80

882 Plylad Bnyl {PCB} b y G Cgy

Anayi B 403753Pp B 079

Je97

ag 4 6

sme Itil WghlumFal WimIjin VolmRsl p

PEGC710 910

ECONARY

Qualif Ane im7-"-=

06/0/0


74/89

i i i

Client Sampl

lab Sampe ID:

Cenf Matx:

TB1 23

4601-5

Soi % Moisur 6.5

Analytical Data

0

Da Sapd 0500 5

ae Recvd 0500 8

2 Polychlorid Bpnyls (PCBs) by G Chroagphy

Mo

PearHn

Do

Dae Anayz

Dat Pepa

808

4

0

054010 048

054010 07

Anyss Bac 6075

Pre a6071

Analye yW Co Y s (g/Kg) QaS " '-- 72-_ A 1

Aoo

Aoo 4Ao 48

Aolo Aol 1 60

A. 16Aolo 68

sAmr! Eson

772

72

72

7

72

772

%"A__

46 f 63

uu

uuuuuu

Ua

Isume PESC7Ia WTgho 150 9

Fa Weghole 10 mL

Injeo Vo

Resl yp PRIMA

MOL Rl 741 72

7 74 780 7

7

1 7

0//00


75/89

l Duld Aat

C mp Iab Spl let Max:

ld:

Pparaon

Duo

Da Aaled

Da Pepaed

Ar Edn

Bj 24615

So

341

,21 48

21 7

% Moue 6.5

yt Dt

Jo m 6039

Da Saped 51221

De eve 521 83

8082 'yrn Bpn (CB) G Chratphy

Anlsis c 75 Iue D

ep a 4373 1 ia! Wighofe

Fil Wiom

cton Vo

Rest Ty

%Rc Q7"

4

ST7

15 9

1 m

SONDY

m

//


76/89

Cien Dufld

lent Sampl

Lab Sample 0

Cliet MatrIx:

B5 34

6013397

Sol % Mosure: 615

Ay

Job Nume 460131391

Date Sampl 000 130

De Received 05!30 830

0 Poychrind Biphys (PCBs) by G hography

MehDlDe AazeDae

035. 005200 105200 079

Aayi Bach 603753Pp Ba 603739

Itent SG7lia! WeghNlme 150 9FIa Weighou 10 jecti Vleeut Typ: MY

MDL LAae _ . ryWre"c_;.d.Y_:_";. ;' _,.'Alo 0 6 ' . Aoc 2A 3

Alo 22AcoT Aof 15Arocor 260Aroc 6Aror 26

tAia Edo

7070

17 07 017 07 070170

UUUU

2 7099 70

33 706 7059 709 7 030 7030 7 0

0 / 0 / 0 0


77/89

C

Cn p 10:

Lab Sampl 0

Clt Max:

eho

Pepan

uton

O. Anayze

D Ppae

Tf dn

Ta-s 3-4

460-3197

Sol

02

541

1.005142010 2121

0514200 0719

% Moitr 615

Anat Data

Dat Sapd 052200 1 20

Dat Re 052010 80

chnd Bpny CB) by Ga Capy

Bac 4051

Pep Bat 40791

%Rc

Pg

nnJOnl Wglume

Fal Wehue

njen Vlme

Res Tp

Quale

PETGC

1502 91 0 m L

SECONDAY

0/ 00


78/89

Cl Dd Aa

mp

Lb Smple

Clit Max;

Mehod

pro

DlUon:

Dte Aayzd

Dte Prpad

Aye

TB 7

40131392

oi

010

350

400520 0 1155

0514200 1542

Antimoy" snB'lm

CdmImChomumCoppeLeadNickelSeenimSeThlumZc

Mhod

Ppo

DluiDa Aned

Dae Pepd

7471A

7471A

1.0051410 1 252

0514210 025

DW CodY

/ Mosur: 188

B M I}

nli Bc 037705

p Bach 40-37477

9020

1, 29.1

1 3,9

17.5

7.0

2,3

32.3

31.3

771A M" V

Anay Bh 4607472

ep B 46037424

Resu [mKAye

Mecu---... O '

Am E age 0

J

U

UUU

Ismt lD

Lab Fe ID:

Anayta Data

Job Nmbr 460-3

Dt m 051201 0 0945

Date Reiv 0512010 130

IH Wegho!u

C

0518200t

1 06 9Fa! Weholme

08020

0181.4

095

0580621 10181 11 1

50 m

2046

1 235.8

2932.3

2,3

2370

Istumet ID: EEMN5

37424RN

063

b Fi

Ia WIolumeFn Weigome

Qufe

UMD000

100 mL

RL

0 /0 0 0


79/89

Cien: Dufeld Assocat

l ml ID:

Lab Samp Ce Matx

4601319-

S % Mosre 1 2.8

MthodPraaton

60100040

1B ls ()

Anasi Batch 460770Pre atch 460-7477

DutnDae AalzDate Pea

0512010 1201014010 1542

Analy_. ._. D'"tC,rI


80/89

Cl Dld Asociates

Clent ame 0:Lb Se Cn Mt:

Meth

Pe

uon

Anyzd

e

Ae

TB-1 23

40-13395

Sl

00B

3050B

40

05800 0

05400 4

DyW CcYAtlf AecByl

CdCh

CoLe

Nk

SeuSv

Thl

Zic

Mtho

Po

DtDt Anae

De Ped

Anlye

Mc

4A

4A

00400

05400 09

DyW CeY7

TstAma Edn

% Moisur: .5

6 Ms (I)Aayss Bah: 4005Pe Bh 437477

4

0.40

04.6

7.2

94

.0

0.09

Mr (CV)Ayss Bh: 404e Bh 40344

uu

JUUU

lyic D

b Nb 460-13139-1

Dte Sld; 02200 2

Da Rcved 05300 80

Instet b Fe In Wegh!ue

n Wgue

MOL

0008

0

08

0.0

054094

0.5

098099

IeD

L ID

In WlghUolFl Wlghl

C4

08200A.t

0 90 L

RL

0

040

100

0

08

0

00

EEMAN

44g RN

00 L

est (mgKg) Qaf ML RL. .....

Pag 3 0 / / 0 0


81/89

Cen Dueld Asocat

Cent Sampl 1

60337

Sl

Lab Sme

Cn Matrx:

ed

Paonltona Aayz Pa

AalyeAntimoyAsncBm

CamChommCoppLadNkSnlmSlvallumZnc

Maonluae Anala pa

Anal Mey

00

050

005182010 0

051200 5

,

7AA

0

DW Cecd Y

05010 12905200 025

DW Ccd Y

Ttmer Edon

% Moisu 6.5

61

Aysi Bch: 6037705

Pe Bch 60377

Rel mg) 5 3 2 0

1622.022055151

52

A Mru' (VA)

Ay ac 60377 B 03

R (mg).31 -

Pg of

Ismn 0

b F 10

Aalyal Oaa

Job Nmer

a Samld 052200 0

Da Reivd 0532010 80

nal Wgto!m

ICP

0518010A02

Fna Weglm: 50 L

Q MOL RLt8

05

00302 3

J 1 2 0.39 25

25

fnn 10La le ID:al WgN!umF WegNlme

Qlil MOL

50

255.1

520551.5

LEEA3gPR

03 00 mL

RL

0000


82/89

en me

La aple CHent Matrix:

Prnt Solds

TB2633

Soil

Rsu -

Aalys Bh 03708

82

Aayi Bh: 03708

Tesra E

eer hmsy

ae Ayz 0200 2 7

% 0Dae Ay: 0200 27

ag 5

0

lyl D

b b 4601339

a amed 0200 000

a vd 03200 30

Mh- - -. 1,OsIue "

DrW ocd N 0 MoIsu

Ow Coced N

0 0


83/89

u

l

Lab Sampe D MaX

T

4S0

Aa t

r Mos

Aays Bah: 6

r olids 8_2Aayss Bah 6

TA Ed

G

Q Us R %

Da Aayd 2

%

Ayd 2 2

age 5

R

1

Ayc D

u 4613139-1

Da pd 22 945

Da Rcvd 2

Dl Mhod

':O'MoislureDW cd N

Msre

DW Crd N


84/89

Cnt Dufeld Asociats

Client Smpe

b Sa It Mx;

B

63393ST

General Chemisy

An R Q Un R RLpCl "- . .. %' ,7-

Aa B 46-35 A 52 24n S 86 %

A Bt 4635 t A 52 24

TeAmerc Edon 5

Analal Daa

Jb Nmbr: 460-131391

Sa 5 3 Rv 53 83

M

-r"lSUe W C N

MtW C N


85/89

Clint Dufld Acias

Cn Sp ID

Lb Smle e Mrx

Ae

B-256

339

ltPrcn"' "

8

rn Sol

Aal a 38

2

Aal a -8

stAmic ds

Geea Chesty

Analytical Dat

Jb Nmbr: 46-339

D Sple 22

e Reeve /2 8

Q U R R l Meo ..-- _- '" % . D Aalze 2 2

MieDW oee N

% . MDae Aalze 2 2 DW oee N

Pag 57 of


86/89

Clnt Asss

Cen SampJ Lb ml Max

20j3135

o

lye Rslp;T 6,5

Ayi Bh: 46037508

erce ld 93.5 Btc 40-3508

Tsmr E

G(r hm

Qu Is L

Da Azd 0010 2147% 10

Da y 014200 14

Pg of

L

0

nytl Dt

46(

D m 00 0

Da Rvd 000 0

O MehdMosr

DW or N 0 Me

DW reced N

0/0/0


87/89

ln Dl A oa

CHet Sape

1Lab Sape IDCen Mt:

nalye

TB

9

Soi

RsU - - - -,Prce Mie . 9

Ayicl D

Jo Nm 60-13139

General Chemist

Qal s%

L RL

D Spd 5/ 5De Receed: 5/

O Mhd--,--- - . . Mte

yi ch: 758

yi h: 75

De yzed: 5/ 7 DW Correce NPrc Sids

TestAeca Edo

%

t yz: 5 7

5 of 3

. . MtDWt Crrc N


88/89

Cet ocat

Ctn Sampe :

Sample Cnt Max:

nlyte

"cnt M

Prct Ss

TB-5 34

47

Soi

Rl

Anly ach 7

8.5

Anay Batc 7

Tserca Eion

Gra Chemy

Qua U R

D Aalyzd: 572 5%

D Anyz 572 5

RL

Anaya Daa

b mb 460-1339

Da Samped 2 2

Da Rve 2 8

01

DryW oee

DWI c N

/ /


89/89

Cn Dd Asscs

Clent Sample

1;Lab Sample 1Cnt Mx:

y

TB- 7

8

SO

Ru

Geerl Chem

Qa Us Prcn Moisu ;

RL

Pc Sod

Ayss h 758

8

Aays h 8

D z /2 % .

Az 4

RL

Ayl O

mr 4601339

ae Sam 52210

Rve 52 8

f! Me

W c N, Mos

"W c N

OPRA - Twin Boro Field Phase 2 Report INCOMPLETE

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Transcript of OPRA - Twin Boro Field Phase 2 Report INCOMPLETE