r 171763 iiiittiniiiinn icon engineering 10 Jefferson Plaza, Suite ZOO Princeton, NJ 06540 - USA Phone: 732.274.0060 Fax: 732.274.0059 [email protected]Environmental and Geotechnical A Division of C.M.E. Associates May 9, 2005 Mr. Michael Samuel RM3 Engineering, Inc. 2 Jocama Boulevard Old Bridge, New Jersey 08857 Ref: Soil Stockpile Investigation at the OBMUA Laurence Harbor Site Old Bridge, New Jersey Dear Mr. Samuel: On April 13, 2005, soil sampling activities were conducted to characterize approximately 200 cubic yards (CY) of soil that had been stockpiled at the OBMUA Laurence Harbor site. The soils were stockpiled in approximately 40 individual piles varying in height from approximately 2 to 5 feet. The NJDEP Guidance Document for the Remediation of Contaminated Soils (January 1998) states that five samples are required for the first 100 CY of soils, and one sample per additional 100 CY. In accordance to the NJDEP Guidance Document for the Remediation of Contaminated Soils, six soil samples (S1 through S6) were collected from approximately 200 CY of soils stockpiled at site. The soil samples were collected using a hand auger. The soil samples were distributed spatially to be representative of the various materials stockpiled. The soils were field screened with a photoionization detector (PID). No soils were encountered that exhibited PID readings above atmospheric background concentrations. The samples were collected at least one foot below the surface of the soil pile. The soil samples were analyzed for Priority Pollutants (PP+40) and a sieve analysis was conducted on soils from each sample location. The results of the analyses conducted indicate that no parameters exceed the most stringent NJDEP soil criteria. Therefore, these materials could be used as backfill for the proposed sewer line subject to a geotechnical and structural suitability, to be determined by others. The parameters detected in the soil samples are presented in Table 1. Figure 1 presents the general location of the soil piles on the Site. The sieve analyses are presented in Attachment 1. The laboratory data deliverable is provided in Attachment 2.
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r 171763
iiiittiniiiinn
icon engineering
10 Jefferson Plaza, Suite ZOO Princeton, NJ 06540 - USA
Phone: 732.274.0060 F a x : 732.274.0059
[email protected] Environmental and Geotechnical A Division of C.M.E. Associates
May 9, 2005
Mr. Michael Samuel RM3 Engineering, Inc. 2 Jocama Boulevard Old Bridge, New Jersey 08857
Ref: Soil Stockpile Investigation at the OBMUA Laurence Harbor Site Old Bridge, New Jersey
Dear Mr. Samuel:
On April 13, 2005, soil sampling activities were conducted to characterize approximately 200 cubic yards (CY) of soil that had been stockpiled at the OBMUA Laurence Harbor site. The soils were stockpiled in approximately 40 individual piles varying in height from approximately 2 to 5 feet. The NJDEP Guidance Document for the Remediation of Contaminated Soils (January 1998) states that five samples are required for the first 100 CY of soils, and one sample per additional 100 CY.
In accordance to the NJDEP Guidance Document for the Remediation of Contaminated Soils, six soil samples (S1 through S6) were collected from approximately 200 CY of soils stockpiled at site. The soil samples were collected using a hand auger. The soil samples were distributed spatially to be representative of the various materials stockpiled. The soils were field screened with a photoionization detector (PID).
No soils were encountered that exhibited PID readings above atmospheric background concentrations. The samples were collected at least one foot below the surface of the soil pile. The soil samples were analyzed for Priority Pollutants (PP+40) and a sieve analysis was conducted on soils from each sample location.
The results of the analyses conducted indicate that no parameters exceed the most stringent NJDEP soil criteria. Therefore, these materials could be used as backfill for the proposed sewer line subject to a geotechnical and structural suitability, to be determined by others. The parameters detected in the soil samples are presented in Table 1. Figure 1 presents the general location of the soil piles on the Site. The sieve analyses are presented in Attachment 1. The laboratory data deliverable is provided in Attachment 2.
Mr. Michael Samuel icon engineering ~| May 9, 2005 A Division of CM.E. Associates »TS*
Page 2 1 0 J e f f e r s o n P l a 2 a>S u i t e 2 0 0 * ' Princeton, NJ 08540 USA
.3
Behram Turan, P.E. Principal
Enclosures
cc: William Selders, P.E., CME Associates
f l f i i
Should you have any questions, please do not hesitate to call me at (732) 274-0060.
Very truly yours, | Icon Engineering § The Environmental and Geotechnical Division of CME Associates I
New Jereev Soil CtearvtJD Criteria Footnotes NJ Sofl Clean-Op criteria fcs In rtigAg (PPM) unless otherwise noted denotes Impact to Groind Water Clean Up Criteria Criteria are heaHti based using ireMenaal Ingesttan exposu^ Ciftsrta are s u l ^ to change Health based criteria exceeds the 10,000 rngrVg maxlmun for total organic contartnants. Hearth based crtterta exceeds the 1000 mg/kg maximun for total voteflle organic contaminants. Clean-up standard proposal was based on natural background. Health based criterion b tower than anafytlcaJ irnfta, clean-up criterion ts based on practical quanlta8on teveL Criterion is based on Inhalation exposure pathway ' Thelrripactrfgreundwate Site specific determlnaSon required tor SCC for the anergic contact dermatitis exposure pathway. Corttarninant not regulated for this exposure pathway. Criteria based on Inhalation exposure pathway, which yielded a more «rtngent criterion than the ^dental exposure pathway. No criterion derived for this contaminant Criterion based on ecological (phytctoricity) effects. Level of the human health based cn^rion is such that evalu^ Level of the criterion Is such that evaluation for potential acute exposure hazard to recommended. Crtterton based on the USEPA Integrated Exposure Uptake BioVlnetlc (IEUBK) model utilizing the default parameters. The ccmcentratlon ts Criteria were derived from a model developed by Ihe Society for Enyitonmerrtal Gec<i>emrstTy and Hearth (SEGH) and were designed to be Insufficient information avaflabJe to calculate Impact to ground water criteria
mglkg 0.40 0J1J mg/kg 0.40 NO mg/kg 0.40 NO mg/kg 0.40 ND mg/kg 0.40 ND mg/kg 040 ND mg/kg 0.40 ND eng/kg 0.40 NO mg/kg 0.40 02SJ mg/kg 0.40 NO mglkg a.4o 447
mg/kg 0.55 NO mg/kg ass NO mgftg ass NO mglkg ass NO mg/kg 065 NO mg/kg OSS NO •ngAg ass NO mg/kg ass NO mgftg ass NO mg/kg ass NO mglkg ass ND mg/kg 2.0 ND * g * g 2 0 NO * g * g ass NO « g * g an NO • 0 * 0 ass NO
•g*» ass NO mg/kg ass ND • s * g ass ND mglkg ass NO mglkg ass NO »gikg ass NO mg/kg ass NO mg/kg ass MO mglkg ass NO ingfkg ass ND mglkg ass ND mglkg an ND mglkg 022 NO mglkg ass ND mglkg 0.11 NO mglkg ass MO m*kg ass ND mglkg a i t ND mglkg ass ND mglkg ass NO mglkg ass ND mglkg ass NO
mgftg 0.0070 NO mgftg 0.0070 NO mg/kg 0.0070 NO mg/kg 0.014 0AM mg/kg 0X0070 ND mg/kg 00070 NO mgftg 00070 NO mg/kg 0.0070 NO mgftg 05070 NO mgftg 00070 NO mglkg OJ0070 ND rngftg 0O070 ND mg/kg 0X070 ND mgftg 0X070 NO mgftg 0.0070 ND mgftg 05070 NO mgftg OLOOTO ND mgftg 00070 NO mgftg 0.0070 NO mgftg 0.03S NO
mgftg OJ03S NO mgftg 0J03S NO mglkg 0.035 NO mgftg 0O3S NO mgftg 0.03S NO mgftg 0.035 NO mgftg OJOSS NO
mgftg 14 NO
mgftg 24 NO mgftg 2.8 NO mgftg 14 18 mgftg ass ND mglkg OAS ND mgftg 7.0 85 mg/kg TJO 24 mgftg 7J0 SI mgftg 75 I S mgftg u 2.7 mgftg SJS NO mgftg 1.7 NO mgftg 14 78
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N NOraia 01N Piinntiimia MNenModlptMaylKalao Pantwlikiiupliiiiiul
mgftg 14 ND mgftg 1.4 NO mgftg 14 NO mgftg 14 NO mgftg 14 NO mgftg 1.4 NO mgftg 1.4 NO mgftg 1.4 NO mgftg 1.4 NO mgftg S 5 NO mg/kg 14 NO mgftg 14 NO mgftg SJ5 ND mgftg 14 NO mgftg 14 NO mgftg 14 ND mgftg 1.4 NO mg/kg 14 NO mgftg 7.0 NO mgftg 14 NO mgftg 14 NO mgftg 3.3 NO " 8 * 0 1.4 NO mgftg 1.4 NO mgftg 14 NO mglkg 14 NO mg/kg 14 ND mgftg 14 Ml mgftg 3 5 NO mgftg 3.5 NO mgftg 14 NO mgftg 14 NO mgftg 14 ND mg/kg 14 0.14J mgftg 14 0.10J " 8 * 0 1.4 0.1SJ mgftg 14 NO
• 0 * 8 14 NO " 0 * 8 14 ND mgftg 14 NO
" 0 * 8 14 NO mgftg 14 ND mgftg 14 NO mgftg 14 NO mgftg 14 ND mgftg 1.4 ND mgftg 14 ND mgftg 14 ND mgftg 14 024JB mgftg 14 NO mgftg 1 4 0.1U mgftg 1 4 NO mgftg 1.4 NO mgftg 14 NO mgftg 14 NO mgftg 14 KO mgftg 14 ND mgftg 14 ND mgftg 14 ND rngftg 14 ND mglkg 14 MO mgftg 1.4 KO mgftg 14 NO mgftg 14 ND
mglkg o.»s MO mgJVg 0.05 MO mg/kg 0.05 NO mg/kg 0.05 NO •0*0 aos NO m0*fl 0.83 NO •0*0 055 NO mglkg 0.05 NO mglkg 0.05 NO •0*0 055 NO mglkg 053 NO "0*0 45 NO •0*0 4.8 NO •0*0 O05 NO •8*0 aio NO •0*0 O05 NO mg/kg aos NO •9*0 aos NO •9*0 aos NO •0*9 aos ND •9*9 aos ND •0*9 aos NO mg/kg aos NO •0*9 aos NO "0*9 aos NO "9*9 055 ND "0/fcg aos NO "9*0 aw NO "9*9 ass NO "0*9 aos NO •0*9 oto NO "9*9 aos NO "0*0 O05 ND "0*9 aio NO •0*9 aos NO •9*9 aos NO "0*0 aos NO "0*9 aos ND
% fiords SM2640G « Solids
Cyanide (SoiWasta) CyanM*
Mercury (SoDYWaste) 7471A
Organochlorbte Pesticides M81 Morn Mpha4JHC B a M M C CMotoami Oalla4)HC DtaMiin
PCS 1082 Arador-loie ArodoM221 Amdar-1232 A R X H M 2 4 2
Araekjr-1248 AmdoM2S4 Amctor-1260
Phenols (Soil/Waste} 806S
PP Metals (SoB) ColO AoSmom/
Barium BacyMum
Ooeper Uad
ItnKam Zhw
" 9 * 9 0.27 059
" 8 * 9 0582 NO
• 9 * 9 O0O5S NO " 9 * 9 aooss ND mg/kg aooss ND "0*0 0511 O037 "9 *9 05055 ND " 8 * 9 O.0OS5 NO "0 *0 0-0055 NO " 8 * 8 aooss NO " 8 * 8 O005S NO " 8 * 8 O0D55 NO " 8 * 9 aooss ND " 0 * 0 05055 NO " 9 * 9 05055 NO Big/kg 05055 ND "0 *0 aooss ND " 0 * 0 05055 NO • 9 * 9 aooss NO " 9 * 8 aooss NO " 9 * 9 05053 0513 "0 *0 0527 NO
" 0 * 9 . O027 NO mglkg 0527 NO mg*0 O027 MO " 0 * 0 O027 NO " 0 * 9 O027 ND mglkg O027 NO " 0 * 9 0527 NO
mglkg 14 NO
2 2 NO 2 5 4 5
•mg/kg 11 2S
a«s NO ni0*0 aos NO
6 5 40 6 5 42
mofkg OS 73 OS 13
niflrkg 25 2 2 MgfrlcQ - 2.7 NO
13 ND • 8 * 8 11 140
f r a - N * Detected RL-Reporting U n *
Vertteeh Report Of Analysis 175 Route 46 West, Unit D. Fairfield, NJ 07004 Vertteeh Project 5041401
Page 8 of 12
ON 000 AyAa ON wo p-voia aaaajoutwiui ON W D AyAa •iiiilmlnjDWJo-C't-^Mil ON •fro A*Aa •" •"JW-WO-r i -are i j . ON n-o AyA* ON 00V AyAa ON S9TQ Avon ON WO AyAa •«H«5«> ON tvo AyAa tWCfPMMtajOM ON cm AySi* ON >vo 0«0« OH 990 AyAa ON «8~0 AyAa ON oro AyAa n.nmgaic|Mu|u C t -»o ON AyAa ON 90-0 AyAa ON tvo AyAa " •WOKMO ON MO AyAa najuoaMomj OH 00*0 ' AySai ON 0010 Avow •MTMff aeons ON two AyAo am aiawumu ON oro Aysa ON m AyAu ON AyAa •Mates. ON sou AyA* •OWO-A-iy ON AyAa OH »x AyAa auGuoy OH M O AyAu ON 00*0 AyAu auouanif'S ON two AySui 'HMftWlWaoioiio-s ON wo AyA*
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rem VI AyAa ON n AyAa
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two i i AyAa rsoD n AuAa
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rsro n AuAa ros-o n 0 * 0 * rzro i i AyAa oro n AyAa rts"o n AyAu
ON u AyAa ON n AuAa ON cc AyAu CN LI AyAu ON n AyAa ON n AyAa ON n AyAa ON n AuAa ON n AuAa ON n AuAa ON i.1 AuAa ON VI AySw CN n AyAu ON SD AyAu ON 11 AuAtt ON 11 AyAa ON 11 AuAa ON 11 AyAu ON 11 AyAU ON kt AuAa ON n AyAa ON i i AyAu ON vz AuAa ON n A||Aa ON i i AyAa ON n AuAa ON t i AyOOJ ON n AyAu ON n AttStii ON n AyAu ON n AyAu ON i i AyAa
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Sample ID TestGroup/Analyte
Sample ID Units RL Result TestGroup/Analyte
CO
Units RL Result
AC17048-0C5 % Solids SM2M0O %6oHd«
Cyanide (Soa/Waste) CyanM*
Mercury (SoH/Waste) 7471A
pennt
Organochlorlne Pesticides US1 AMtfft Mptw-BHO Bata-BHC O t W R U M
DsnvBHS OteUrln
I Endastrffan H Endat<aTone<«i*a Eadrfa Endrta Aldehydo Efwliki 8Mooa GammaOHC
P.P--0O0
PCB808Z AracloMOM *rodof-t221 Afoetar-1232
/kloctor-t2« Araenr-tZSt
Phenols ($oil/Waste) 9065 PkMOl
PP Metals (Soil) 1010
Barium BflcyKun Cadmium
Coppar
SMfanum SMmr ITUiittn 7Jbe
mgftg 028 NO
mgftg OJMS NO
mgAo. 0.0057 NO mgftg 0X057 NO mgftg 0X057 NO mgftg 0X11 0031
memo 0.0057 NO mgftg 0X057 NO mgftg 0X057 ND rngftg 0X057 ND mgftg 0X0S7 NO mgftg. 0X057 ND moftg 0X057 NO moftg 0X057 NO mgftg 0X057 NO mgftg 0X0S7 NO mgftg 0X057 ND mgftg 0X057 NO mgftg 0X057 NO mgftg 0X0S7 NO mgftg O.O0S7 ND mgftg oxzo ND
mgftg 0X2S NO mgftg 0.028 NO mgftg O02S ND mgftg 0X28 NO mgftg 0X28 NO mgftg 0X2S ND mgftg 0X20 ND
4CHaromt&tm A a ^ l i l i i i . i i i t m i n t - * * **
Ao9s)Ro^(tfhyfagM
ft«n«(vp«»ri<ffli inn Bi^2CHoma8w^ma<uiia Ba(2-CU<x<*B*ty3h«
C a j U n m Ouy*aaa
DtbtnMliKBB
Dtaifth|tplitH4tfjte
DJ • uctyT ftUiiuBa
fkiamit HrnirhlowbaiuMiw HaacManuwIadiana H»«»*lofBcrdopmiU<Boii» I wuacfclmuaTiiaiHi
Iroplioioiia Naphthalan*
N44tttoao«iMthy-*mlM N-NBxoao CT H rropyUralna N40tJO»dl(*«iy(«ii*» Pantachkxoohanol Pk«a«n(tu*M
mgftg 0.3* NO mgftg 0.SS NO mgftg 0X8 NO mgftg • 0X8 NO mgftg ass ND mgftg 0X8 ND mgftg ass ND mgftg 0X8 NO mgftg 0X8 NO mgftg 0.95 ND mgftg ass NO mgftg ass ND mgftg aos NO mgftg ass NO mgftg ass ND mgftg 0.38 ND mgftg ass NO mgftg 0X8 NO mgftg 1X NO mgftg oxs NO moftg 0X8 ND mgftg aos NO mgftg ass NO mgftg ass NO mgftg ass NO mgftg ass ND mgftg ass ND . mgftg ass ND mgftg aos ND mgftg 0X5 ND mgftg ass ND mgftg oxs ND mgftg ass a i o j
0X8 0.1SJ mgftg ass 0.1SJ mgftg ass a i 4 J mgftg ass aosu mgftg ass ND mgftg ass NO mgftg oxs NO mgftg ass aosu mgftg ass ND mgftg ass NO mgftg oxs aiu mgftg ass KO mgftg ass NO mgftg ass ND mgftg oxs ND mgftg ass aiSJB mgftg ass ND mgftg oxs a«u mgftg 0X8 ND mgftg 0X8 NO mgftg oxs NO mgftg ass KO mgftg ass ND mgftg oxs aosoi mgftg oxs NO mgftg oxs ND mgftg oxs NO mgftg oxs ND mgftg ass ND mgftg oxs ND mgftg oxs NO mgftg oxs O078J
ass NO mgftg ass 0.1SJ
N O - N o i D a t o e t o d 1 ^ - R e p o r t i n g UmR " ~ " — ; —
„ c r > a
V 5 f * Report Of Analysis Veritech Project 6041401 175 Route 46 West D. FaJrfield, NJ 07004 Page 7 of 12
TestGroup/Analyte Sample ID Sample ID
Units RL Result
AC17048-005 VolataeOraanics* i s (3260) 1.1,1T«*UjMd>«n. 1.1,2>TatacMaraethane 1.1.2-T*ttamelnm 1.14>fc4ik«oefliana 1,1-Ofcttoraethatia I^XieUaioalbiRa 124)ie*a9raprapmn 2-eutmaiM
' Ta*ie6li1 noa9>ene TalUMM) Trw- l j^cktacaSMft Tl*M>454XcMo(epmpe Tpok*oni<9iafte Vtoylchtartd.
•0*8 058 NO
•8*8 058 NO mgftg 058 NO " B * 8 058 NO
•8*8 0.58 NO
•8*8 058 NO
•8*8 050 NO
•8*8 050 NO
•8*8 058 NO
•8*8 058 NO
•8*8 050 NO
•8*8 2 5 NO mgftg 2 5 NO
•8*8 0.58 ND
•8*8 0.12 NO
•8*8 058 ND
•8*8 ass NO •8*8 ass NO
•8*8 ass ND •8*8 ass NO
•8*8 ass ND
"8*8 ass ND
•8*8 ass ND "8*8 ass ND " 8 * 0 ass NO • 8 * 8 ass NO • 8 * 8 ass NO • 8 * 8 0.12 NO " 8 * 8 023 NO • 8 * 8 ass . NO • 8 * 8 0.12 NO " 8 * 8 ass NO " 8 * 8 05S NO " 8 * 8 a i 2 ND " 8 * 8 ass NO " 0 * 8 ass NO "0*8 058 ND
mgftg OXS MO mgftg OXS MO mgftg 0X8 MO mg/kg OXS MO mg/kg oxs MO mglkg oxs NO mg/kg oxs NO mg/kg oxs NO mg/kg 0X8 NO ms/kg oxs NO mg/kg 0X8 ND rngftg 0X8 NO mgftg 0X8 ND mg/kg OXS NO mgftg 0X8 NO mg/kg OXS ND mgftg OXS ND mgftg oxs ND mgftg 1* ND mgftg oxs NO
0X8 NO
oxs ND
oxs ND mgftg oxa NO mgftg OXB ND mgftg oxa ND mgftg 0X8 ND mgftg 0X8 NO mgftg 0X8 NO mgftg 0.08 NO mgftg 0X8 NO mg/kg 0X8 NO rngftg 0X8 O077J mgftg OXS exsu mgftg 0X8 am mgftg 0X8 aoTSi mgftg 0X8 aotsj mgftg 0X8 NO mgftg 0X8 ND mgftg OXS NO mgftg 0X8 O20J mgftg 0X8 ND mgftg 0X8 ND mgftg OXS aiai mgftg OXS NO mgftg OXS NO mgftg OXS SO mgftg 0X8 NO mgftg OXS to mgftg 0X8 NO mgftg OXS an* mgftg oxs ND mgftg mgftg
0X8
oxs ND NO
mgftg 0X8 ND mgftg 0X8 NO mgftg oxs aosu mgftg oxs ND rngftg oxs ND mgftg oxs ND mgftg oxs ND mgftg 0X8 ND mgftg 0X8 ND mgftg ass NO mgftg ass O048J mgftg 0X8 NO mg/kg ass 0.17J
AC17048-006 BS6 Volatile Organlcs + IS ( 1.1.1-TnbMaroe*Mme 1.1.2£-Tefc»dikme0uMte. 1.1.2-TrichlcmKTjMa*
von 0.050 NO IMJA 0.050 NO •gfl 0J)50 NO mad 0.10 ND •gfl 0550 NO vat OJ050 KO vgfl 0550 NO
•ad 0550 NO •gfl 0550 NO •gfl 0550 NO •gfl 0560 NO •gfl 0.050 NO •git 0.050 NO ltg/l 0.050 NO •gfl 0550 ND vgfl 05SO ND «gfl 0550 ND vgfl 05SO ND vgfl 0550 NO •gfl 055 ND
KOt 02S NO •gfl 02S ND •gfl 055 ND •gfl 05S NO inn 055 ND •gfl 0 5 S ND agJI 0.2S NO
•tgfl. 055 ND
AC17048-007 B F B Semivolatilo Organic* • 28 (8270) 15,4-Tdchlorebenzme 15-OkMwot«rema 15.4Xph*n|AyinziMi
ND NO NO ND ND ND ND NO NO ND ND ND ND ND ND ND NO NO NO ND
V ND ND NO NO NO ND NO ND NO ND NO ND NO ND KD ND ND KD NO NO NO NO NO ND ND NO NO NO NO NO ND NO NO NO ND NO NO ND KO ND NO NO NO NO NO NO NO
HD-NtfDekKtod Rl" Reporting Limit
Verftech Report Of Analysis Veritech Project 5041401 „_ , 175 Route 4$ West Uriit D, FdrfieM, NJ 07004 Page 10 of 12
Sample ID
TestGroup/Analyte Unit*. RL Result
Sample ID
TestGroup/Analyte Units RL Result
AC17048-007 « F B
Volatile Organlcs • IS (8280)
1.1.1-T*eMaraethute •gfl s.o NO 1,1,22-Teb«MoroeSilM «9* 6 5 NO 1,1,2-TiMkraetheae <mfl so NO 1,1-Cfcr*xwjlhmn« •gfl S.0 NO 1,1-0k*4«os«Mne •gfl 5 5 NO 124tt*kro«*««» •gfl 6J0 NO %)tf»dUonfnfm» SO NO
•0* 25 ND 2Xfcfcraeth|hbqtetJier •gfl 6.0 NO 2-4tuMtM6 •gfl 20 NO 44<«*rH-P«ntanoo. 20 ND Acetone •gfl 25 NO AereWe •gfl 25 NO •tW fytonWIsj «os 6J0 NO Beaztmi •gfl 15 NO
•gfl 55 NO BfOfVWlfiMCD vgfl to NO OranWQWtsSww •gfl 65 NO CHbon ttaitfidb •OA S 5 NO Cafbon IvtractifafUfi •Ofl 8.0 ND
•OA 6 5 NO CMoHM&tns) •gfl 6.0 NO
•gfl 6 5 NO Chloffl iwitliwpfl 55 NO 0*-V24XcM<jroea)ena •gfl S 5 KD CS»-154)fcaifc»opMpe»» •gfl 55 NO
•gfl 6 5 ND Bhflfaefittfle •gfl 1 5 NO MSpXyitM* •gfl 2 5 NO MeayWMCIOaaag •gfl 65 1XJ
•gfl 15 ' ND Stymno •gfl
•gfl 65 NO
Tehecle^toeOieee •gfl •gfl S.0 NO
Tdtuene • g * 15 NO TmnM2-Dkftorae8ieae •»» 5 5 ND Tm«-150MikmpTepene •gfl 5 5 NO
M -l< , 1 . . . 9tiT][*ww Cntonoo O X i W Stymie TebxbJrMOeuMfM Vatuene
TiM^I^OkMaiiMSMMi
VtN|4 o kftaftte
mgftg 050 NO mg/kg 0.60 ND mgftg 050 NO rngftg . 050 ND mg/kg 050 ND mg/kg 050 NO mgftg 0.50 NO mg/kg 0.50 NO mgftg a. so NO mg/kg 050 ND mg/kg 050 NO mgftg 25 MO mg/kg 25 NO mg/kg 050 ND mgftg 0.10 NO mgftg 050 ND mgftg 050 NO mgftg 050 NO mgftg 050 NO mgftg 050 ND mgftg 0.50 NO rngftg 050 NO mgftg 050 NO mgftg 050 ND mgftg 050 NO mgftg 050 NO mgftg 050 NO mgftg O.W ND mgftg QJ20 NO mgftg 050 ND mgftg ota NO mgftg o.sa NO mgftg o.sa NO mgftg 0.10 NO mgftg 050 KO mgftg 050 ND mgftg 050 ND mgftg 050 ND