semspub.epa.gov · UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION m V \T*^y CENTRAL REGIONAL...

/SO*/?/TCN 4Z09

RI REPORTREV. 10JUN/93

g;:?g':A?pbix;;,4::§:;.c:;SURFACisbli SAMPLESDIOXIN DATA SUWWRY

HR300922

UNITED STATES ENVIRONMENTAL PROTECTION AGENCYREGION m

V \T* y CENTRAL REGIONAL LABORATORY839 BESTGATE ROAD

ANNAPOLIS, MARYLAND 21401- 3013(410)573-2799

DATE : October 26, 1992

SUBJECT : Region III Data QA Review

| FROM : Cynthia E.Region III ESAX RPO (3ES31)

TO : Fr*n Costanzi' Regional Project Manager (3HW22)

Attached 1» the dloxin data validation report for the Publicker Plant Site(Case 18389) completed by the Region III Environmental Services AssistanceTeam (ESAT) contractor under Che direction of Region III ESD.

If you have any questions regarding this review, please call me.

Attachment

cc: Tad Yanchesklr Tetra TechEdward Kantor, EMSL-LVRegional CLP TPO: K«nc Kitchingman Region: IV Lab Code: ECAL

TID File: 03921022 Task 2028

RECEIVEDOCI 28 1332

revised 03/91

Excellence and Purpose in Action •• £nviJ c«* Division

oc 7 T?5 Companylnvifonm«ntalS«fvkff Aul&anetToms .,-.,.,

' (Unions ; • • ' ' ' • ' ' v, ' ' .:•"'*'*•. - , ' •Ul9For«itOrivt,$Ui«l04 ; • .'• 'Annapolis. Maryland 2t*03 . ', / ,

DATE: October 21, 1992SUBJECT: Data Validation for Dioxin/Furan, case 18389

. " , Site: Pubiicker Plant . :" - ' : • • ' ' ' • ' ' y i ' • ' ' ' - ' " i d

j FROMt Siroos Kostaghimi > A i Mahboobeh Mecanic^\i Organic Data Reviewer ' Senior Oversight Chemistj TOt Cynthia E. Caporale

ESAT Regional Project OfficerTHROUGH: Dale S. Boshart

' ESAT Team Manager'

'.' - ,' OVERVIEW . .-' • ; / , • ' ' •' .". •'" '. •"•

Sixteen (16) solid samples were analyzed through the- Contract^:,' Laboratory Program (CLP) as a Routine Analytical Service (RAS) for

- i j the following target compounds!Total tetra through octa chlorinated dibenzo-p-dioxins and

- dibenzofurans.

The sample set included one (1) dioxin blank, one (1) sample-to-be-spiked and one (1) equipment rinsate blank. Three (3) methodblanks were also analyzed. - "

, •_ The Toxicity Equivalents (TEQ) for all samples, based on the 1989Interim Scheme, are summarized in Table I of Appendix A. Allresults are equated to 2,3,7,8-TCDD toxicity on the basis of one ortwo column determination and include Estimated Maximum Possible

: Concentrations (EMPC) to provide a worst case scenario. Thelaboratory reported 2,3,7,8-chlcrine substituted TCDDs and TCDFsand total dioxins/furans, but Table I separates the 2,3,7,8-chlorinated , isomers from the total for each congener group andreports the results as 2,3,7,8-chlorine substituted and otherdioxin/furans. Table I summarizes all sample results in units ofparts per billion (ppb) for soil samples. • . •

All samples were successfully analyzed for all analytes. Areas ofconcern with respect to data usability are listed under QA/QC and

1 'sample specific problems sections.

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/ , ' , . Page 2 of 7Analytical Methodology Comments . _ ' • • " ' - • •

o All samples were analyzed according to CLP Statement of Work(SOW) 12/90 for analysis of PCDD and PCDF in water, soils, flyash, and chemical waste. Cleanup options employed were acidcolumn, alumina column, and carbon/silica column.

: o Three (3) ions were monitored for the identification of each,tetra through octa dioxih and furan. The appropriate diphenyl

. ether ion was also monitored for possible interference withthe furan identifications.

o The laboratory used a total of five (5) internal standards forquantitation of native dioxins and furans. Two (2) recovery

' * standards were used to determine method efficiencies (percentrecoveries of internal standards) .

o Analyses on all soil samples were performed using sample• , • weights different from 10 g required by the SOW. This

variance is accounted for in the reported results submitted byt h e laboratory. , ; • • ' • ' •

In a11 the samples all congener peaks inside the retentiontime window were included in the results; Those with an ionratio outside the ±15% window, but within the ±25% window,were reported as EMPC.The EDL values reported on the laboratory data forms werecalculated using the sum of the noise levels in the retentiontime window of the RET for each 2,3,7,8 isomer. The factor of2.5 (required S/N ratio for confirmation identification) wasused in calculating EDLs.

The reported results for several analytes in several sampleson Form I PCDD were qualified "J" by the reviewer becausethese results were lower than the CRQLs.

Laboratory reanalyzed several samples because the, recoveriesof one or more internal Standards were outside of the lower QClimits. The laboratory/suspected matrix effects. The signal

'to noise ratio of 1:10 was met for all .internal standards.The results from those analyses with more acceptable internalstandard recoveries were reported on Table I except where itis noted under sample specific problems. (See Case Narrativein Appendix F.)

Unlike the initial analyses, the rcanalyses of samples PC0005,PC0008 and PC0018 had acceptable internal standard recoveries*The laboratory, only reported the results for the reanaiyses ofthese samples. , . . ' , . - : " • . .

, AR300930

3 Of 7

The "S" qualifier on Fora I PCDD denotes tha analyte inquestion .is, in the opinion of the GC/MS interpretationspecialist, a PCDD/PCDF even though the M-[(CoCl]+ ion did notmeet the 2.5 times signal-tp-noisa ratio criterion. .Afterreviewing the, chromatograms the raviawar agrees with thisdecision. •'. • ' ' . ... , ..'... • ' . ' ' . ' " •• . / •

Samples were received by the laboratory with incorrect EPAsample numbers beginning with "DC" instead of "PC19.; The EPAsample numbers were changed at the laboratory's request. Someof tha chromatograms, however, still reference the old EPAsample numbers. (See Case Narrative in. Appendix F.) ,The chromatographic resolution was. not met for the CC3standards on the DB-5 column. Percent valley between the123473-HxCDD and 123678-HxCDD was greater than 50% in thefollowing CC3 solutions. Samples corresponding to thesestandards are also listed. ,

CC3 • SampleReaoent f% Vallavl Number

CC33 (57%) DFBLXi, PC0001, PC0002, PC0004,PC0006, PC0007, PC0009> PCQOU,

, "'•'' PC0012, PC0013, PC0013D, PCOQ14,PC0015, PC0015S

CC35 , (62%) PC0003, PC0017

CC36 (69%) . DFBLX3, PC0016

CC37 (74%) DFBLK2, PC0018RE, PC0001RE,PC0002RE, PC0004RE, PC0005RE,PCQ006RE, PC0007RE, PC0008RE,PC0009RE, PC0011RE, PC0012RE/PC0013RE, PC0014RE, PC0015RE,PCOQ15SRE

CC33 (66%) PC001SDISE

Tha positive results 'for the affected samples were qualified"J" on Table I. Positive results for OCDD and,OCDF were notqualified since there is only one isomer in each group. (SeeForms SDFBs and 5DFC* in Appendix F.) •

Sample PC0014 was a dioxin blank and sample PC0015 was a blankto-be-spiked. These two samples hava the same, sample locationon tha chain of custody record. Duplicate analysis of samplesPC0013 was also performed. The results, precision estimatesand parcant recoveries are included as Tables II, III, IV and

•:..;.':• AR30093i

''•,.' ' .' i-.'"'' . ' . '•';•'••-•- " '• Page 4 of 7• • • -.- . , ', . • -- , . ;-. : - . - .

V in Appendix ,C. In sample PC0015SRE, one (1) of ten (10)percent recoveries was outside of the QC limits. No positiveresults were . reported for the duplicate analyses.

The weight reported on the. Form Is for solid samples is hotcorrected for percent moisture. Therefore, the results arereported on a wet weight basis on the Form Is. Results werecorrected for % solids and reported on a dry weight basis inTable I by the reviewer.

SAMPLE SPECIFIC PROBLEMS/NOTES

Sample PCOOOl. . . _

a - 2378-HpCDD was detected at concentration of 0.23 J ug/Kgin the initial analysis of this sample FCOOOl, however,this analyte was not detected in the reanalysis of this

. ;. . - " sample.' ./' '-...'- ' - - . - , ' .

Sample PC0004RB -: a - The recovery for standard 13C-OCDD was outside of the

lower QC limits. Because the area of 13C-OCDD was >io%. of the internal standard area in CC3, this standard was

used to calculate the concentration for the OCDD analyte.Sample PC0006RE

a - OCDD was detected in the initial analysis of this sampleat a concentration of 0.66 ug/Kg. The signal to noiseratio did not meet the criteria and all the internal

. standard recoveries were outside of the lower QC limitsin this analysis. Results from the reanalysis which had

• more acceptable internal standard recoveries are reportedin Table I.

sample PC0007 ;• ' - •' . ' " . - . . , -a - Several analytes were detected in the initial analysis of

sample PC0007, however, these analytes were/hot detectedin the reanalysis of this sample. (See Form l-PCOO inappendix D»

Sample PC0009RE-. a - The initial analysis of this sample had the recoveries of

standards 2378-TCDF, 2378-TCDD and clean up standardi> 37C1-2378-TCDF lower than the QC limits. The reanalysis

: , results had only the recovery of standard 13C-OCDD

flR300932

•-•'.' " * ' - '- • ' "' Page 5,of 7. < ' - . . • . : • ' " • " ' • • ' . '

outside of the lower QC limit. The results from thereanalysis were reported in Table I.i - • - . , ' . .

b - Tha ion ratio for analytas 123678-HpCDp and OCDF wareoutsida- of tha ±25% of theoretical ion abundance ratio.The rasult for HpCDF is reported 'from tha initialanalysis which had acceptable internal standard recovery.OCDF is not reported because the ion ratio and S/Ncriteria were not mat in either analysis.

cr Results for 2373-HxCDF was subtracted from tha totalHpCD? -because of the ion ratio .problem mentionedpreviously.

d - Tha laboratory performed a conformation analysis for this-:, sample. Tha recovery of internal standard 13C-2378-TCDF

was outsida of tha lower QC limit's. No positive resultwas.detected. ' • ; • " , • ' . ' - • . - ' • • . ' , - • • ' '

sample PCOOURB

.a - The initial analysis of this sample had tha recoveries ofall internal and cleanup standards outsida of tha lowerQC limits. Tha reanalysis of this sample had only tharecoveries of standards I3C-2373*-TCDD, 13C-2378-TCDF andtha cleanup standard outsida of tha lower QC limits. Nopositive results for congeners associated with these twointernal standards were detected in either analysis.Result for OCDD is reported from the reanalysis which hadacceptable internal standard .recovery. HpCDD wasdetected in the initial analysis at.a concentration of0.81 J ug/Kg. Tha S/N ratio was not met for this isomer

, and the internal standard recovary associated with thisanalyta was outsida of tha lower QC limit. Result forHpCDD was reported from the raanalysis which had anacceptable internal standard recovery. .

Sample pic0012

a * Tha initial and raanalysis of this sample had therecoveries of all internal and clean up standards outsidaof tha lower QC limits. Tha detected result for OCDD wasreported from the initial analysis. " , ;

• ' . " " . - " • ' ' ,

Sample PCOOIS ,a - The initial and .reanalysas of this sample had the

recoveries of all internal and clean up standards outsideof tha lower QC limits. The positive rasult for analytaOCDD was reported from tha initial analysis and qualified r"J" in Tabla I. ' : . . : V"

AR300933

'' • / / - . • " •- '• . • . • . .'• ... '." Page 6 of 7

sample PCOOISSa - The initial and, reanalysis of 'this sample had the

recoveries of all internal and clean up standards outside! of the lower QC limits. Results from the initial

analysis were reported in Table I. .\ • . • ., , •b - Confirmation analysis was performed and the recoveries of

internal standards 13C-237S-TCDF, 13C-2378-TCDD and theclean up standards were outside of the lower QC limits.The positive results calculated using these standardswere qualified "J11 in Table.I (Confirmation) .

Sample PC0018RE

a - The ion ratio for the analyte 12378-PeCDF was outside ofk the 15% window but within 25%. The detected result was

reported as EMPC on Form I PCDD-1 and Table I by the• .reviewer. •• " ' • ; ' • ' - • • , ' ' • ' • . . . ' - ' s -' \ , • • • • . • ' - .

b - The, ion ratio for the internal standard 13C-OCDD wasoutside of the ±25% limit* The positive result for theOCDF analyte was qualified "JH on Table I.

c - The native OCDD saturated the detector in the initialanalysis, therefore, the laboratory performed a 10Xdilution analysis. The positive results for analyte OCDDwas reported in Table I from the diluted analysis. Sincethe internal standard S/N ratio was <10% of the CC3standard the recovery standard, was used to calculateresults for OCDD. The calculated result using thisstandard was significantly lower. (See Case Narrative inAppendix F.j

. ' d - Confirmation analysis was performed and the recoveries ofinternal standards 13C-2378-TCOD, 13C-2378-TCDF and cleanup standard 37C1-2378-TCDD were lower than the QC limits.Positive results which were calculated using .thesestandards were qualified "J" in Table I (Confirmation).

1 . - < - • ' - • > ! , • • ' . ' •e - The RRT for analyte 123789-HxCDF in the confirmation

column (SP-2331) was outside of the 0.005 RRT unitsestablished by continuing calibration. The absolute RTwas also compared to the absolute RT in the associatedCC3 standard and it was outside of the ±3 seconds*

> Because the RT criteria was not met on the confirmationcolumn, result for this analyte was crossed off theconfirmation Form I. A 10X dilution of this sample wasalso analyzed on both columns. Results f or HxCDF isomerswere very comparable on tha DB-5 column, however no HxCDFisomer was detected on the confirmation column

flR30093U

. . , . . " - ; . ' " • • . . . • • _ - . ' ' ' - . . . - , ' Paga 7 o f 7 . ' , J

for tha diluted analysis of this sample. Tha resultsfrom tha DB-5 column analysis may be representative of a

. worst .case scenario. ,

f - Tha ion ratio for tha internal standard 13C-2378-TCDF wasoutsida of ±15% window for tha diluted analysis onconfirmation column*

Attachment • ' " . , ' . 1 - 1 : . • . ' • - ' ' • . ' / . • • . ' • ' ; " ' . ' " '

1) Appendix A - Glossary of Data Qualifier Codes (Dioxin/Furan)2) Appendix B - Tabla I. Toxicity Equivalent (TEQ)3) Appendix C - QC Summaries •4). Appendix D - Corrected Laboratory Data Sheets5) Appendix E - organic Regional Data Assessment Summary6) Appendix F - Support Documentation

DCN: SM210A01.PP .

AR300935

SMty Eyw* oioiin Contt»ct Manager '.Ecseco 01 Laboratory

Sample Scfccdulicattd Reporting SectionOfficn

Ttoa Rod*** MiMgerRASOpmtfcnsSample Ka»tt«ment Of fice

On July 9, 2&2 >OT laboratory received case 18389, The sample numbers provided on theTraffic Report a»4 ** the bottles are sot correct dioxin sample numbers. Dioxin sample numbers allbegin with P and are iolkt««d by t letter and four digits. The numbers provided can not be processedby our system. T*e*fore, Ja reportinj the data the following numbers must be used:

sample DC-0479-01 becomes sample PC0001s*mpfc DC-0479-02 becomes sample PC0002sampb DC-0479703 becomes sample PCU003sample DC-0479-Q4 becomes sample PC0004nmpte DC-0479-05 becomes sample PC0005sample DC-0479-06 becomes sample PC0006simple DC-0479-07 becomes sample PC0007sample DC-0479-08 become* sample PCC008sample DC-0479-09 becomes sample PC0009sample DC-0479-10 becomes sample PC0010sample DC-0479-11 becomes sample PCOOI1sample DC-0479-12 becomes sample PC0012sample DC-0479-13 becomes sample PC0013simple DC-0479-14 becomes sample FCOQ14junplf DC-04 79-15 becomes sample PCOO15sample DC-0479-16 becomes sample PC0016f sample HMT476 becomes sample PC0017/sample M56F8U becomes sample PCOOI8 .

Please note, these new sample numbers should be used consistently in all data provided anda copy of this memo should be included in the data package as w«ll as with your invoice. If in thefuture you receive toy cases with sample numbers not consistent with what I've described above,please contact me immediately at (703) 519-1441. Thank you very much for your attention in this.•matter. .' -• '',' '. • '''••. . • - ; " ' . • ( .

cc: Annette Lije. RSCC. \ v

flR'300'93

u--TCN 4209

RI REPORTREV. #0JUN/93

flR300937

.1 - .• 9 . ...•''''-. . ' • ' •- . - SULK MATERIAL.IIItMllilll -- .\TETRATECHRtCHARDSN OTHER- I .12. 05 FM

- 3 6 ' WEST MAIN STREET - . ' " • , • .' • CHRISTIANA, DE 19702 ; -• 07219279

PUBL1CKER y4a09-03..- v-'-H RECEIVED '••-•07/10/92 =E=C-T:-"= , 07/14/92 FINAL REPORT

REPORT. TESTS' .. ••••..'• nESULTS - ' " ' • / " • ".-\GZ ' : '.. ' . -' ' . ' • . .'„

ASBESTOS ANALYSIS -^»#**#*##*#»*##*#* ' ' , . • # ^ . / : . ' ^ " • ' ' , ' • .

' THE SAMPLE<S) ANALYZED FOR ASBESTOS WERE EXAMINED BY POLARIZEDLISHT MICROSCOPY AS DESCRIBED BY THE EPA'S "INTERIM METHOD FORTHE DETERMINATION OF ASBESTOS IN SULK INSULATION." (EPA METHOD600/M4-82-020)• . . . • • • , • ~ • ~ -MEDLAB ENVIRONMENTAL TESTING INC. IS A NVLAP ACCREDITED LABORATORY.USE OF THIS REPORT FOR ( PURPOSES OF PRODUCT ENDORSEMEINT BY NVLAP ORANY OTHER U.S. GOVERNMENT AGENCY IS PROHIBITED.

RECEIVEDJUL 16 1992

LOCATION BULK 'MATERIALDESCRIPTION: WHITE INSLTN MTLi

CURLY fc STRAIGHTFIBERS) HOMOGENOUS;FRIABLE

ANALYSIS: 40-60% CHRYSOTILEAND 10-90% AMOSITEASBESTOS ,.

ASKSIZ\j f YJ1- !__

flR300938

" ,-°-.. . ; • • " ' '..'•'• ' BULK MATERIAL.•-,' * TETRA- TECH RICHARDSN OTHER l2: 10

=pv.rcnm«mH Twting tnc. - 5& WEST MAIN STREET -

SX Twio • •'• CHRISTIANA, DE 19702 , . • 07219230 ...302 cSi-UABS : ' • - . . . , - • •. . .. ' - - -. - .1 300-weoLAB-i . . , : ^ PS-AS-Q2cu"ldtDE>'. PUBLICKER /T42Q9-Q3

!-*.-'_= RECEIVED ^ 07/10/92 ^5=;-^:--= ' . 07/14/92 FINAL REPORT

REPORT' , ' • TESTS . ,. ' •' '^ nESUlfS .' " . . ' =;-... i ' . " . x ' - . 1 ' ..

ASBESTQS ANALYSIS '' '

THE SAMPLE(S) ANALYZED FOR ASBESTOS WER5 EXAMINED BY POLARIZEDLIGHT MICROSCOPY AS DESCRIBED 3Y THE EPA'S "INTERIM METHOD FORTHE DETERMINATION OF ASBESTOS IN BULK INSULATION. " (EPA METHOD

MEDLAS ENVIRONMENTAL TESTING INC. IS A NVLAP ACCREDITED LABORATORY.US£ OF THIS REPORT FOR PURPOSES OF PRqDUCT ENDORSEMENT 3 Y NVLAP ORANY OTHER U.S. GOVERNMENT AGENCY 13 PROHIBITED. -

LOCATION ; BULK MATERIALDESCRIPTION: BRN MIXTR OF STONES.

1 . GLASS 4t WOOD CHIP3J" . : • . , • • HOMOGENOUS* NON-

FIBROU3; NON-FRIABLEANALYSIS: . • . '• . NON-ASBESTOS

C rfrty').

flR300939

. 0 - .;- BULK MATERIAL,IIHMlicHI - .TETRA TECH RICHARDSN OTHER 12:15 PMEnvironment* Tilling inc. , . •" . • S6 WEST MAIN STREET - 07/08/92'

I SSLoTwao' CHRISTIANA, DE 19702 . 07219281^ 355-LABS i .. > • ' • „

I-300-MEDLA8-1 . , . , . ' . ; i.p , PS-AS-03 ; -

1P!'_.''.''.'______ , PUBLICKER/T4209-03 __„•_ . '.'..i-V=L= RECEIVED 07/10/92 , ?£=C'OT Zf-~ 07/14/92 FINAL REPORT

REPORT': TESTS . ; - /' - RESULTS " . , • -\.:= . ' .V,. '•. -' .'.;"

ASBESTOS ANALYSIS , - : - ,*#•»*»**#**»#»###*.' / . ' • * •• . • u . ' • . . ' •• - ' •' •

THE SAMPLERS) ANALYZED FOR'ASBESTOS WERE EXAMINED BY POLARIZEDLIGHT MICROSCOPY AS DESCRIBED BY THE EPA'S "INTERIM METHOD FORTHE DETERMINATION OF ASBESTOS IN BULK INSULATION. " (EPA METHOD

MEDLAB ENVIRONMENTAL TESTING INC. IS A NVLAP ACCREDITED LABORATORY.USE OF THIS REPORT FOR PURPOSES OF PRODUCT.ENDORSEMENT BY NVLAP ORANY OTHER U.S. GOVERNMENT AGENCY IS PROHIBITED.

LOCATION , ; - BULK MATERIALDESCRIPTION: BRWN MIXTURE OF WOOD

fc DIRT) HOMOGENOUS*, NON-FIBROUSJ

" NON-FRIABLEANALYSIS: NON-ASBESTOS

. r, / :j ~tTVOH iXnv

, • ' 0 : . ' . ' : . . - . BULK 'MATERIAL ' '- TETRA, TECH.RICHAROSN: OTHER ' 13-?o P

. . •- . • • 56 WEST MAlN STREET , , . 07/b' CHRISTIANA, DE 19702 - 07219282

- ' - . - . . - >t-300-MEQtAB-l, PS-AS-O4

.•*"""*'• •• PUBLICKER /T42Q8-Q3 :r-'/?L==:E;E ED 07/10/92 =E-;AT 3A*= 07/14/92 FINAL REPORT

REPORTTESTS > ' :' RESULTS''." . ' ,' •• : '--V-'.": ^ ." •. • :. .•'- .• ' V

. ASBESTOS ANALYSIS ,. , .4 **** » *-****•»**•»*•» . * - . ' \

THE SAMPLERS) ANALYZED FOR ASBESTOS WERE EXAMINED "BY POLARIZED-LIGHT MICROSCOPY AS DESCRIBED BY THg EPA'S "INTERIM METHOD FORTHE DETERMINATION OF ASBESTOS IM BULK INSULATION. " (EPA METHOD600/M4-S2-020)

nEDLAfl ENVIRONMENTAL TESTING INC. IS. A NVLAP ACCREDITED LABORATORY^USE OF THIS REPORT FOR PURPOSES OF PRODUCT ENDORSEMENT BY NVLAP ORANY OTHER U.S. GOVERNMENT AGENCY IS PROHIBITED.

LOCATION BULK MATERIALDESCRIPTION: BRN MXXTR 0? WOOD." CEMENT \ DIRTl

HOMOGENOUS* NON-" • FIBROUS* NON-FRIABLEANALYSIS: NON-ASBESTOS

flR3009UI

,-uTCN 4209

RI REPORTREV. #0JUN/93

AR3009U2

TETRA HCH MC. - BORING LOG

BORING DESIGNATION: TB-1 — . . DATE(S) DRILLED: 11/13/91

BORING DIAMETER: 4" DRILLING METHOD: HOLLOW-STEM AUGER

SAMPLING METHOD: 3" DIAMETER SPLIT SPOON ' SAMPLING INTERVAL: CONTINUOUS

LOGGED BY: R. BOEDEKER .-. TOTAL DEPTH: 9.0'

STATIC WAHR DEPTH: 3.3' BELOW GRADE

REMARKS: , SAMFSAMF

SAMPLEINTERVAL

3.0 - 5.0

5.0 - 7.0. ' .. •. /

7.0 - 5.0 .i

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, LITHOLOGIC:?: : INTERVAL:- (f«et).0 - 7.5

'.•'•• ' ' ' ';> '

7.5-9.0/

\ - t ^ r

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' ' • ' .

: SOILHEADSPACEREADING(uMttV

•.•' . '•

/ - • •

:•.;;/" -: \ '-: ;••:•'• DESCRIPTION ' ,:•.;;:.;;..;. :,;•••'; ;-:;-, OF MATERIAL ' •

FILL. GRAY AND BLACK SAND, SILT AND GRAVELU/TRACE WOOD. APPARENT PETROLEUM PRODUCTOBSERVABLE FROM 4.0 * 7,5*

SAME -WATER LEVEL* " .3 'r . ' ' .

SAME < •' ' • , ' '

GRAY-BROWN, CLAYEY. ORGANIC SILT U/LITTLE PEAT.APPEARS NATURAL

NOTE: DRILLING DISCONTINUED « 9' TOTAL 0£PTHBECAUSE OF HEALTH & SAFETYCONSIDERATIONS. (LEVEL B PROTECTIONREQUIRED)

. ' " . - . . ' •/

• . N' " .

TETRA TECH INC. - BORlNfi L08 ,

BORING DESIGNATION: TB-2 OATE(S) DRILLED: 11/14/91

BORING DIAMETER: 4" ; DRILLING METHOD: HOLLOW-STEM AUGER

SAMPLING METHOD: 3" DIAMETER SPLIT SPOON SAMPLING INTERVAL: CONTINUOUS

LOGGED BY: R. BOEDEKER TOTAL DEPTH: 15.0'

STATIC WATER DEPTH: 3.Q1 BELOW GRADE

REMARKS: SAM1SAW

SAMPLEINTERVAL .(fe«t>

1.0 - 3.0

3.0 - 5)0 ,

. . ' ' ' '

5.0 - 7.Q

7.0 - 9.0

9.0 - 11.0.. .- ' '-. •'

11.0 - 13.0': - >;

13.0 - 15.0'

>LE 2A COLLECTED 1.>LE 23 COLLECTED 5.

LITHOLOGIC ... INTERVAL

(fe«t)1.0 - 6.0

' . ; • ' .

' ' • •

6.0 - 15.0

. V '. '- • ' , " , ' , . '

* - ' - ' • ' ;

• • ' . . ' • . ,

1 ' • ' - - :

0 - 3.00 - 8.0 r

/ , ' • -s ssssss&ssss/iSssssssE

--,- SOILHEADSPACEREADING(unitt)

0.0. ' • -

' l • ' . ' . -

:;V:"-.": •'.' =- DESCRIPTION :' (;, ; OF MATERIAL

FILL. DARK GRAY SAND AND GRAVELt TRACE WOOD.WET SPOOM AT 2.0'• • ' • . • . . '

DARK GRAY FILL; SAND AND GRAVEL} TRACE WOOD; vCONCRETE AND TILE RUBBLE.

DARK GRAY. CLAYEY, ORGANIC SILT W/SOHE FINESAND. APPEARS NATURAL.

' . ' • ' • ' ' • '

SAME • ' - . . " ' . • • - . ,

SAME* , j

SAME' . . ' . • . • ' . ' . .

SAME ' •' . ' '• '

' ' • • . - 1 . - " ' . • •1 '

" . . - - . • : . . - ' . - • : . . - • ' ^

TETRA TECH INC. - BORING LOG

BORING DESIGNATION: TB-3

BORING DIAMETER: 4"

SAMPLING METHOD! 3" DIAMETER SPLIT SPOON

LOGGED BY: R. 80EDEKER

STATIC WATER flEPTH: 1.0' BELOW GRADE

DATE(S) DRILLED: 11/14/91

DRILLING METHOD: HOLLOW-STEM AUGER

SAMPLING INTERVAL: CONTINUOUS

TOTAL DEPTH: 15. O1 ', . . .

\ • • . , . ' . . . ' - . . • - " ' . ' - • 'REMARKS: SAMPLE 3A COLLECTED 1.0-4.0SAMPLE 3B COLLECTED s.o -.s.o1

SAMPLEINTERVAL(f«et)

LITHOLOGICINTERVAL.(ftat)

SOILHEADSPACEREADING(unit*)

DESCRIPTIONOF MATERIAL

1.0 - 3.0 1.0 - 5.0 17 DARK GRAY SAND AND GRAVEL FILL W/UOOD. WATERLEVEL • "l.O1

3.0 - 5.0 17

5.0-7.0 5.0 - 15.0 74 DARK GRAY SANDY SILT. (APPEARS NATURAL)

7.0 - 9.0 SAME

9.0 - 11.0 SAME

11.0 - 13.0 SAME

13.0 - 15.0 3.6 SAME

1 TETRA TECH IHC. - BORIN6 LOt , J

BORING DESIGNATION: TB-4 ' , DATE(S) DRILLED: 11/14/91

BORING DIAMETER: 4H ' DRILLING METHOD: HOLLOW-STEM AUGER

SAMPLING METHOD: 3" DIAMETER SPLIT SPOON SAMPLING INTERVAL: CONTINUOUS :

LOGGED BY: R. BOEDEKER - TOTAL DEPTH: 15.0*

STATIC WATER DEPTH: 2. O1 BELOW GRADE

REMARKS: SAMfSAMi

^ ^ ^ aaas a ^ Bg

SAMPLE. INTERVAL i

(f««t)

. 1,0 - 3.0

3.0 - 5.0

5.0 - 7.0

7.0 - 9.0

11.0 - 13.0

13.0 - 15.0

,, •

>LE 4A COLLECTED 1.>LE 48 COLLECTED 5.

UTHOLOGIC... INTERVAL

(fe*t)

r 1.0 - 5.0

5.0 - 15.0

'• .

\ - - .'

' ' ' ' . .

0 T 3.5'-0 - 7.5'

SOILHEADSPACEREAOINS(units)

1.2 - 2.01 -

1.2 - 2.0

9.4• . •

' ' " . ' • . " " ' ' . • • . . '

':, '.'-.• ^ • DESCRIPTION .'.'••:-:;;;,. ••• ;• \, ^ ;- oe MATERIAL/ '••;'.'

FILL; BLACK, GRAVELLY SAND* TRACE WOOD; PRODUCTODOR.

SAME - WATER LEVEL » .0'>•

BLACK, CLAYEY SILT W/SOHE FINE SAND.- APPEARSNATURAL.

' • • ' ' • " " ' . • . - • • ' ' ' • ' • '

SAME •', > ' ,

SAME-... : , • . • -

SAME • . ' • ' - . . • . - • • - ;• • ^ . , .

• ' "s

" TETRA TECH INC. - BORING LOG

DATE(S) DRILLED: 11/15/91BORING DESIGNATION: TB-5

DRILLING METHOD: HOLLOW-STEM AUGERBORING DIAMETER: 4

TOTAL DEPTH: 15.0'LOGGED BY: B. MARINI

STATIC WATER DEPTH: 7.0' BELOW GRADE

SAMPLEINTERVAL(ftet)

UTHOLOGIC:INTERVAL(feat)

SOILHEAQSPACEREADING(units)

1.0 - 3.0 1.0 - 8.0 39 FILL. GRAVEL. BRICK. SAND, WOOD. PETROLEUMODOR.

3.0 - 5.0 233 SAME

5.0 - 7.0 5.0 - 15.0 10 SAME. WATER,LEVEL 9 ~7.0(

7.0 - 9.0 6.0 - 9.0

9.0 - 11.0 9.0-14.0 BROWN CLAY W/TRACES OF SILT AND SAND.

11.0 - 13.0 SAME

13.0 - 15.0 14.0 - 15.0 GRAY. VARIEGATED, SILTY CLAY.

AR3009i*7

. • v •'• ••'•• ' ' ' \ , : • •-• ;-" •'. '• . • -v . - ( -i.TETRA TECH IHC. - BORINft LOS \J. - . ' • . . • ( ' • •

BORING DESIGNATION: TB-6

BORING DIAMETER: 4"' ,

SAMPLING METHOD: 3" DIAMETER SPLIT SPOON ' .

LOGGED BY: B. MARINI

STATIC WATER DEPTH: NONE PRESENT

REMARKS: SAMPLE 6A COLLECTED 1.SAMPLE 68 COLLECTED 3.

. • -

SAMPLEINTERVAL -(fe«t)

1.0-3.0.

3.0 - 5.0V•

,, •

. ' ' " ' •

LITHOLOGIC ,INTERVAL(fett)

1.0 - 5.0

>' . . .

0 - 3.0'0 - 5.0'

SOILHEAQSPACEREADING(units)

• - . ; , ' ' '

• ' •

DATE(S) DRILLED: 11/15/91\ . . .

DRILLING METHOD: HOLLOW-STEM AUGER

SAMPLING INTERVALS' CONTINUOUS

TOTAL DEPTH: 5.0'

. ' ' . • / • ' '

' • v • - . ' ' •' ;r-. DESCRIPTION

, ,:.,..; OFMWERIAL.• • ' • " • " - ' • ' ^ • !

FILL; BLACK COARSE SAND AND GRAVEL. PETROLEUMODOR. .

. . . ' . . '

AUGER REFUSAL 95' ^ ^" ' . . . j . i 1 .

;, •

' ' , •* ... • , '

" ' • ' . - '

' ' ' • ' ' • - , ' -" •' . '

• • . . ; " . • ' ' • • • i ^• , • • ' . • : , - •

• ' . ' • • ' • • • ' ' ' . . . • • ' * " . ' • '

" ; • • ' . " ' -- - - • • " • ' , . ' ' • • ^

ftR3009l*8

; ' • • ; ' ! ' JCTRA TECH INC. - BORING MG

BORING DESIGNATION: TB-7 DATE(S) DRILLED: 11/15/91

LOGGED BY: C. GEIGER TOTAL DEPTH: 15.0'

REMARKS: 'SAMPLE 7A COLLECTED 1.0 - 3.0'SAMPLE 78 COLLECTED 3.0 - 5.0'

SAMPLEINTERVAL(fMt)

1.0 - 3.0

3.0 - 5.0

5.0-7^0

/ '•

7.0 - 9.0

9.0 - 11.0 N

11.0 - 13.0

13.0 - 15.0•*"

• ; ;• ".-' -

*HS IN GRAVELLENS • 12S.O PPM

:- LITHOLOSICINTERVAL(feet)

1.0 - 5.0

5-0 - 9.0

9.0 - 15.0

.' *' • •

.-' . •

' • >

•' ' '•• " \ '

SOILHEADSPACEREADING(units)

o ;" *

• • - . • >

56.7Ni ' * -

3.2" ' . . ' •

86.2i. . .

• ' i

DESCRIPTION; OF MATERIAL

FILL. BLACK GRAVEL AND SANDt GRAY CLAY IN LAST6".

SAME - WATER LEVEL 9 "3.01

BROUN, SILTY CLAY W /PETROLEUM ODOR. 4N .GRAVELLENS 9 7.0 - 9.0 W/STRONG PETROLEUM ODOR**APPEARS NATURAL. ^, . . ' ' ' ' . • _ ; ' ; .

SAME1 . ' • ' ''

GRAY CLAY

GRAY, VARIEGATED CLAY

GRAY, SILTY CLAY.'' . " • " M ' .

' . ' • ' . '

AR3009U9

• ' - - . • /• .-:.,- ' , ; . - - . • / ' , • , -. .11TETRA TECH INC. - BORING LOS , l^

BORING DESIGNATION: TB-8 DATE(S) DRILLED: 11/18/91

BORING DIAMETER: 4" - DRILLING METHOD: HOLLOW-STEM AUGER

LOGGED BY: R. BOEDEKER TOTAL DEPTH: 5.0>

REMARKS: SAMPLE 8A & 21A (DUPLICATE) COLLECTEDSAMPLE 88 * 213-COLLECTED 3.0 - S.O1

SAMPLEINTERVAL

.1.0 - 3.0

'•'••- :. : "3.0 - 5.0

:• •

\•i - - ' .

, LITHOLOGIC;':.': INTERVAL

(fett)

1.0 - 5.0

' ' ,'

' . . i '

,..,,.' •- ..

SOILHEADSPACEREADING

• . .

' ' • _ :,«*

: - • " - . - , - - - '

2.0-3.0*

: '-•:• ."- - I " 1 ': /DESCRIPTION%--v- .' ;/ .;; - ;; PP MATERIAL - -, .-: - "l •'.

FILL - BLACK GRAVEL AND SAND, CONCRETE ANDASPHALT PIECES ;

- . . . . - . . .

SAME - WATER LEVEL 9 "5.01 ' {^

AUGER REFUSAL » 5'\

* • •

i • i .

• - ' . ' " ' V, '• '*-'>. '.'• ' •„

. . - • ' • ' . . • >

. . . ' ' 1 ' . -

* ,'• ' • ' • ' . ' ' ' , " ' '

I ' /-

- - . " " * . ' , ' 1

ftR3009SO

THRA TECH IMC, - BORING LOG 1

BORING DESIGNATION: TB-9 DATE(S) DRILLED: 11/15/91 1

BORING DIAMETER: 4" DRILLING METHOD: HOLLOW-STEM AUGER 9

LOGGED BY: R. BOEDEKER TOTAL DEPTH: 5.01 "IL '

REMARKS: SAMFSAMF

SAMPLEINTERVAL(fwt)

0.0 - 1.0t • •

l.;o - 3.0

3.0 - 5.0

5.0 - 7.0

7.0 - 9.0

9.0 - 11.0

11. 0 - 13..0

13.0 -15.0

. •• • • . -

>LE 9A COLLECTED 1.>L£ 9B COLLECTED 7.

UTHOtOGICINTERVAL.(fwt)

0.0 - 1.0

1.0-7.0

7.0 - 15.0

0 -2.0'0 - 9.0'

.SOILHEAOSPACEREADING(units)

' •'•'' 20

" '- -•

-' ' . . -

ASPHALT AND SUB-BASE.. . - • ' ; . ' -

FILL. BLACK GRAVEL W/COARSE SAND. WATER LEVEL*~2.5'

SAME. - . . • ' • " ' ' • "

NOT RECOVERED - PRESUMABLY SAME,

FILL/VIRGIN INTERFACE. DARK GRAY SILTY CLAYW/TRACE FINE SAND. |

ISAME J

" '• ' • ' '

flR30095l

; ' .-. - • , • • • ;•: ••• ^ .. ; , - . . . • •»• • . , TETRA TEC» IHC - BORING LOS ^

BORING DESIGNATION: T8-10 DATE(S) DRILLED: Ml/15/91

BORING DIAMETER: 4N DRILLING METHOD: HOLLOW-STEM AUGER

SAMPLING METHOD: 3" DIAMETER SPLIT SPOON SAMPLING INTERVAL: CONTINUOUS.

LOGGED BY: R. BOEDEKER ' TOTAL DEPTH: 15. 01

STATIC WATER DEPTH*/ 3.0* BELOW GRADE ' ' :

REMARKS: SAM).SAMI

SAMPLE ,INTERVAL ;(fe«t)

1.0-3.0

3.0 - 5.0 *

5.0 - 7.0

. ' •

7.0 - 9.0, •

9.6 - 11.0

11.0 - 13.0

13.0 - 15.0i , ^ . .

; '.v . i -

>LE 10A COLLECTEP 3>LE 108 COLLECTED 5

• UTHOLOGICINTERVAL

1.0 - 5.5..

'5.5 - 15.0 :

> ' . ...

- : . ' - •' •

• ' .<. . .

.0 - 5.0'

.5 - 8.0*

•l ^ ^ ^ ^ ^ ^ ^ ^ B ^ P"

SOILHEADSPACEREADING(units)

>100- ...

. -• • .

, . . ' . • • ' ; ,, . ' ..

. y DESCRIPTIONOF MATERIAL

NOT RECOVERED.

FILL. COARSE. BLACK SAND AND FINE GRAVEL.WATER LEVEL 9 "3.0* ' ''' S

DARK GRAY, CLAYEY SILT W/TRACE PEAT. APPEARSNATURAL. HEAVY PETROLEUM ODOR.

SAME ,

SAME ; .' ' • /• • : •-••"•••'

' ' , . - ' ' ' x . , - - . -

SAME '••'" • • / ' • •

- • , ' . r

): : - • . . - . - - • • - : • • - " I .

AR300952

TETRA TECH INC. - BORING LOG

DATE(S) DRILLED: 11/14/91BORING DESIGNATION: TB-11

DRILLING METHOD: HOLLOW-STEM AUGERBORING DIAMETER: 4"

LOGGED BY: R. BOEDEKER TOTAL DEPTH: 15.O1

STATIC WATER DEPTH: 2.0* BELOW GRADE

SAMPLE 11A COLLECTED 1.0 * 3.0'SAMPLE 11B COLLECTED 7.0 - 9.0'

LITHOLOG1CINTERVAL(f«at)

SOILHEAOSPACEREADING(units)

1.0 - 3.0 1.0 - 3.5 254 FILL. BLACK. GRAVELLY. COARSE SAND; PRODUCTODOR. WATER LEVEL 9 ~2.0(

- 5.0 3.5-15.0 240.0 DARK GRAY, CLAYEY SILT W/SOHE FINE SAND.APPEARS NATURAL. PRODUCT ODOR.

5.0 - 7.0 MOO SAME

7.0 - 9.0 MOO SAME

9.0 - 11.0 MOO SAME

11.0 - 13.0 MOO SAME

13.0 - 15.0 • MOO SAME

AR300953

, • • - : - • - • • • • ' • " • ' . ' . ' - " - ' : ' ' • : • ' . - . • • • • • • • : ' • / - I .TETRA TEtH IHC. - BQRINfl LQ9 '(J

BORING DESIGNATION: TB-12 OATE(S) DRILLED: 11/13/91

BORING DIAMETER; 4* DRILLING METHOD: HOLLOW-STEM AUGER

LOGGED BY: C. GEIGER TOTAL DEPTH: 15.0'

STATIC WATER DEfrH: 4.5' BELOW GRADE /

REMARKS: SAMPLE 12A COLLECTED; 1.0 - 5.0'- SAMPLE 128 COLLECTED 5.0 - 7.0' ; ;

- ! • - ' . . • ' ' ' . , ' • • • • ' ' i

SAMPLEINTERVAL(f««t)

1.0 - 3.0

3.0 - 5.0

5.0 - 7.0

. . • . "

7.0 - 9.0

9.0 - 11.0

11.0 - 13.0

13.0 - 15.0, ,v

- • '

. •• " •'

UTHOLOGICINTERVAL(fwt)

1.0 - 5.0••

' 5.0 -'.15.0

• ' f . '

. • ' ' i ' .

s •' • - - ' • ' -.

SOILHEAOSPACEREADING v(unit*)54

0• > • ' , '

'. ' s. • .'

, • DESCRIPTION.OF MATERIAL

FILL. GRAY AND BLACK SAND AND GRAVEL.. • ' ' - , ' ;

SAME - WATER LEVEL I -4.5' .:• • <

BROWN, CLAYEY SILT; SOME ORGANIC MATTER (WOOD);SOME PEAT. APPEARS NATURAL.

SAME * ONLY 6" RECOVERY ' ' '1 . : - ' •' j , ' •

SAME ' •'• ' '• . " • ' • ' ' • . • •

- -i ' ' •

. - : • •' /-' ' :' ;••."'.•.• - • - ' 'V

; : ' 1

AR30095U

> TETRA TECH INC. - BORING WG I

BORING DESIGNATION: TB-13 OATE(S) DRILLED: 11/15/91 1

BORING DIAMETER: 4H DRILLING METHOD: HOLLOW-STEM AUGER i

SAMPLING METHOD: 3" DIAMETER SPLIT SPOON SAMPLING INTERVAL: CONTINUOUS 1

LOGGED BY: R. BOEDEKER TOTAL DEPTH: 9.6*

STATIC WATER DEPTH: 5.0 - 7.0! BELOW GRADE

REMARKS: SAMPSAMF

1.0 - 3.0

3.0 - 5.0

5.0 - 7.0

7.0 - 9.0

>LE 13A COLLECTED 2>LE 13B COLLECTED 7

LITHOLOGICINTERVAL(f«et)

1.0 * 9.0

" • • ' . ' ,

'', . . • -

.5 - 4.0'.0 - 9.0;

SOILHEADSPACE

/ READING(units)

NO READING. •

.. • '

. - -; '. -

-' • .'. • •; ; .

* ' - - . . » ' ' . "

>- • i DESCRIPTION I^ ; , : OF MATERIAL

FILL. BLACK. SOUPY, COARSE SAND AND FINE TOCOARSE GRAVEL; TILE. CONCRETE.

• > " ' , . -Hi'

SAME '<• '"J

SAME - WATER LEVEL 9~S-7' 1

SPOON AND RODS COVERED W/BLACK LIQUID FROM 7.0'DOWNWARD.

AUGER REFUSAL 9 9.0' ' - " '1 '

' s i . • .

•". • ' " " ' . • • • • .-' •

fiR300955

.' ': • • • •'. -' ': / v ' •' v • •• - . • : . : : •--... 1TETRA TECH INC. - BORINfi LOfi t

BORING DESIGNATION: T8-14 OATE(S) DRILLED: 11/18/91

BORING DIAMETER: 4H / DRILLING METHOD: HOLLOW-STEM AUGER

LOGGED' BY: R. BOEDEKER TOTAL DEPTH: 15.0'

STATIC WATER DEPTH: 5.0 BELOW GRADE

REMARKS: SAMPLE 14A COLLECTED 1.0 - 5.0', . ,SAMPLE 148 COLLECTED 5.0 - 7.01

SAMPLEINTERVAL

0.0 -' 1.0

1.0 - 3.0

3.0 - 5.0,

5.0 - 7.0

7.0 - 9.0

9.0 - 11.0

11.0 - 13.0

13.0 - 15.0

.. ' "

: UTHOLOGICV - INTERVAL„ (fett)0.0 - 1.0

. '. ' •

1.0 - 13.5

• v. * - . - -

•' •

13i5 - 15.0

SOILHEADSPACEREADINfi(units)

0.0'•

0.0'•• '

o.o .' ,

' DESCRIPTIONOF MATERIAL

2" ASPHALT AND 10" CONCRETE.

FILL. BROUN SAND, SILT AND BRICK OVER BLACKSAND AND GRAVEL W/CLAYEY. ORGANIC SILT. I

- ' ' *' ' ! • . " • ' . ' .

SAME - WATER LEVEL 9 ~5.0''" ;•' : • • - '.' . - <•••• •'•j - - . , , .SAME ' • •

-' ' * • . •

SAME ' •- -

SAMf '• - •'" ' '• ' ^ . 1 ' > • ' -

GRAY, CLAYEY SILT U/SOME FINE SAND. SLIGHTPRODUCT ODOR 9 INTERFACE. - .

. • • . ~ . ' ' . ' . ' •

" • " • ' - . - • • .. ' i /• . ' '.\* . • , ' . ' , , ' ' " . - ' . . ' • .

fAR'30.0956

TETRA TECH INC. - BORING LOS

BORING DESIGNATION: TB-15 DATE(S) DRILLED; 11/15/91

LOGGED BY: R. BOEDEKER TOTAL DEPTH: 15.0'

STATIC WATER DEPTH: 7.5* BELOW GRADE

SAMPLE ISA COLLECTED 5.5 - 8.0'SAMPLE 15B COLLECTED 11.0 - 13.0

SOILHEAOSPACEREADING(units)

SAMPLEINTERVALCftet)

UTHOLOGICINTERVAL(feet)

.0.5 - 1.5 0.5 - 11.0 NO READING FILL. BROUN SAND, BRICK; BLACK SAND AND GRAVELW/StLTS. CLAYS._____ ' ••__________

1-5 - 3.5 NO READING SAME

3.5 - 5.5 SAME

5.5 - 7.5 SAME - 1* RECOVERY - WATER LEVEL * "7.5'

7.5 - 9.5 NO READING SAME - I1 RECOVERY

9.5 - 11.5 11.0 - 15.5 34 GRAY, SILTY CLAY W/SOME FINE SAND. APPEARSNATURAL. '

11.5 - 13.5 34 SAME

13.5 - 15.5 NO READING SAME

AR300957

• ' . , . . •••/ '• •'• • • • • • , • . . • • • • . . IV TETRA TECH INC. - BORIH8 LOS . ,

BORING DESIGNATION* TB-16 DATE(S) DRILLED: 11/15/91 - ,

BORING DIAMETER: 4" DRILLING METHOD: HOLLOW-STEM AUGER '

LOGGED BY: C. GEIGER TOTAL DEPTH i 15. O1

REMARKS: SAMPSAMF

SAMPLEINTERVAL(fett)

1.0 - 3.0

3.6-5.0

5.0 - 7.0. ' -

7.0-9.0\

9.0 - 11.0

11.0 - 13.0.,

13.0 - 15.0

LE 16A COLLECTED 1.0LE 16B COLLECTED 3.0

— H-iBSSCSSSS SSSSSSS

• UTHOLQGICINTERVAL(fe«t)

1.0 - 5.0

5.0 7.0i

7.0 - 15.0

V . i ' '

- 3.0'- S.O*

S0jt; :

HEADSPACE .•' READING

(units)

- • ' . '. • ' .; . • '

W: ' •'• • '-.--i :V :••-:• "':''; .;: DESCRIPTION , K:C : •'': ;., -.,-••;. ^ . ...OFLMATERIAt ^'- '

FILL. BLACK GRAVEL, SAND, WOOD.

SAME - WATER LEVEL 9 "5.01- .

-- • ' ' ' '(

BROUN SILTt CLAY, MOOD. APPEARS NATURAL.^

GRAY, SANDY SILT AND SILTY CLAY W/SOME ORGANICMATTER. '

' '.' '. ' - '' • • •' ' . - ' • - • ' • '- . - . . ; - - . . ' ,

, ' ' ' ' . ' ' • • . . ' . ' . -

^ s ' ' ' ' '

- ' , • ' .'

AR300958

( ! TETRA TECH we. - BORIHS LOG

BORING DESIGNATION: TB-17 ': . i DATE(SKORILLEO: 11/13/91

BORING DIAMETER: 4" DRILLING METHOD: HOLLOW-STEM AUGER1 : • " ' ' , ' . ' /

LOGGED BY: <I. GEIGER TOTAL DEPTH: 15.0'

REMARKS: SAMPSAMP

SAMPLE • -INTERVAL:<f«et)

1.0 - 3.0

3.0 - 5.0i , • '

5.0 - 7.0

7.0 - 9.0* . ; . • ' .

9.0 - 11.0

11.0 - 13.0

13.0 - 15.0

1 ', " ;

LE 17A COLLECTED 5.0LE 176 COLLECTED 9.0

i LITHOLOGIC\; ; INTERVAL

(f«t)

- Kb - 12.5 !

>' ' ' , ,• '-

, 5.0 7.0

7.0 - 15.0

' • ' ' . . -

12.5 - 13.5

13.5 - 15.0- •

- 9.0'- 13.0'

SQIL;HEADSPACE:, READING;;;(units)

0.0••' , . -,

^' • '.•'•,•••' : • ^ DESCRIPTION .'- .}::f,:-'' .-..-:. ;• ,t OF MATERIAL ;

FILL. GRAY-BLACK GRAVEL AND SAND W/VARYINGAMOUNTS OF BROWN, WEATHERED ROCK.

SAME- ' ' ' . " • ' • • . • • • • . • ' -* , , ' T*1- .

SAME - ' '-""•"

SAME - WATER LEVEL 9 ~8.5' -

SAME • • . "' ' • • - ' ' .

BROUN, COARSE SAND W /GRAVEL. APPEARS NATURAL,

GRAY SILT W/SOME FINE SAND; TRACE CLAY.' , ' " • " • .

. ' • :"

- ", : - , - . ' / . ^ - - "

- ' • , "

AR300959

TETRA TECH INC. - BORIH8 L0« • .• - • . • - . . . ' . ' ' . . ' . ' W

BORING DESIGNATION: TB-18 OATE(S) DRILLED* 11/13/91

BORING DIAMETER: 4* DRILLING METHOD* HOLLOW-STEM AUGER

SAMPLING METHOD* 3" DIAMETER SPLIT SPOON SAMPLING INTERVAL* CONTINUOUS

LOGGED BY: R. BOEDEKER • TOTAL DEPTH: 15.0' ' - .^

STATIC WATER DEPTH: 5.5* BELOW GRADE < . . . ,

.REMARKS: . SAMF-, SAMP

SAMPLEINTERVAL(f«ft)

1.0-3.0

. ' " - ;\

3.0 - 5.0

5.0 - 7.0

7.0 - 9.0

9.0 - 11.0

11.0 - 13.0' : ' . •

13.0 - 15.0

• ''. ,

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3S5Sii «!i!S S ^ ^ 9SBSS

LITHOLOGIC.INTERVAL(fifty-1.0 - 8.0

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8.0 - 15.0

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SOIL'HEADSPACEREADING(units)0.0

0.0• .;

0.0' .,

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HS • 0.0 PPMHS « 0.0 PPM

^V- V : DESCRIPTION•;v,. " ;-...• V: OF MATERIAL" : /• ;

FILL. BROUN, HNE TO MEDIUM SAND TO 2.5' OVERBLACK SAND AND GRAVEL WITH A LITTLE RED BRICK.i - . - , - . i

SAME i •' ' ' ' ' ( ; " • • ' • ' . . -•

. • • ' ' • ' • . • • • • " • : • • - • • . VSAME - MATER LEVEL 9 ~5.5'

DARK GRAY; ORGANIC, CLAYEY SILT W/VEGETATIONALMATERIAL AND TRACE WOOD. INTERS EDO ED LENSES OFVERY FINE SAND. MORE CLAYEY, LAST 1.5' rAPPEARS NATURAL

SAME '' - . ' ' . ' • -

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SAHB..•.' '.'' ' ' '

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TETRA TECH IHC. - BORING LOG

BORING DESIGNATION: TB-19 '; "; ; DATE(:S):6iilLLED: 11/18/91'

BORING DIAMETER* 4" , DRILLING METHOD: HOLLOW-STEM AUGER

SAMPLING METHOD: 3" DIAMETER SPLIT 'SPOON SAMPLING INTERVAL* CONTINUOUS

LOGGED BY: C. GEIGER ' TOTAL DEPTH* 15.0'

STATIC WATER DEPTH* 7. 2 ' BELOW GRADE

REMARKS: SAMPLE 19A COLLECTED 1.0 - 3.0' r ; :SAMPLE 1 9 8 COLLECTED 5 . 0 - 7,0' , ' , ' . , - '

: SAMPLE ;INTERVAL;(fwt)

1.0 - 3.0

3.0 - 5.0•

5.0 - 7.0

7,0 - 9.0, .

9.0 - 11.0

11.0 - 13.0.

13.0 - 15.0

' " . ' , •

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(ftat)1.0 - 3.0 ,

3.0 - 9.0

. "- . ' • • •

9.0 - 15.0

• •

, . •• -

SOIL:HEADSPACEREADING(units)0.8

•' DESCRIPTION..'•: V; OF MATERIAL ;

FILL. BROUN, SILTY SANDf

FILL. BLACK SAND AND GRAVEL. -

SAME ' -• , • ' ' , '

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BROUN AND GRAY SILTY CLAY. _

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:. • , ' • ' • • . '

AR30096I

. . - . - - : • , . ' • - • • : . - - - - . • . - . • - • - . 1TETRA TECH IHC. - BORIRtt LOG v

BORING DESIGNATION* TB-20 ' — OATE(S) DRILLED* 11/18/91

BORING DIAMETER* 4" > , DRILLING METHOD* HOLLOU-STEM AUGER

SAMPLING METHOD* 3* DIAMETER SPLIT SPOON SAMPLING INTERVAL: CONTINUOUS

LOGGED BY: C. GEIGER - ' TOTAL DEPTH* 15.0' '

STATIC WATER DEPTH: 6.2' BELOW GRADE ,

REMARKS I SAMP• , SAMP

SAMPLEINTERVAL(fett)

1.0 - 3.0

3.0-5.0

5.0 - 7.0

••• • . '• - '

7.0 - 9.0

9.0 - 11.0

11.0 - 13.0

13.0 - 15.0•

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1.0 - 9.0

•• - 1 . . . ;

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0.6 -.

0.0' 1

- . .'

• ' • • " ' * : • " - • ' ' ' '

•::;'".. DESCRIPTION '/. OF MATERIAL: . - <• . •

FILL. GRAVEL. SAND. BRICK AND SOME ORGANICHATTER.

SAME• • • • • - . " • • - ' • ^ - «

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SAME ' . •

SAME '

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. - ' ' • • - • - • ^ ^N

AR300962

TCN 4Z09RI REPORT

REV. 10, JUN/93

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1RR300993

TCN 4209RI REPORT

REV. 10JUN/93

USES SUPPORTING INFORMATIONSWATER LEVEL MEASUREMENT DATA

..UWS' i

AR30099M

; ,..',-' . COPY FOR YOURINFORMATION

United States Department of the InteriorGEOLOGICAL SURVEY • . - - . 'U

WATER RESOURCES DIVISIONGreat V allay Corporate Center111 Great Valley Parkway

Malvera, PA 19355 '

November 27, 1990

Hr,. Nick Dinardo ^ . v 'U.S. EPA Region III i ,841 Chestnut Building (3HW22) ' /Philadelphia, PA 19107

Dear Mr. pinardo: , •' - • ' " . • ' . i 1 ~ • •From October 30, 1990, to November 2, 1990, the U.S. Geological Survey measuredstatic water levels in 21 wells in Philadelphia and adjacent New Jersey inaccordance with the work plan for the Pubiicker NPL Site. A table showing thestatic water level /or each site, as well as the change in water level since1978, is enclosed. A map is also enclosed with the 1990 water level elevationsplotted on it.• • •- -' . ' ' •" ' • '. " ' ' . " • ' ' . .An additional 28 wells were visited that could not be measured, either becausethe well has been destroyed or there is no access.

Wells Ph-750, 751, and 752 are the best surviving upgradient wells from the ..Pubiicker Site. These -three 6-inch wells are open and easily accessible, and _the owner is very cooperative and has no objection to haying 0SEPA or acontractor sample the wells. These wells show the presence of a small (abouttwo feet) downward trend gradient. The other four veils at this site (Ph-753,754, 755, and 756) art now buried under blacktop and would be difficult to find,

' Sincerely

Charles R. WoodSupervisory Bydrologist

CRW:ALN:

Enclosures

cc: Al Becher ,Mindy SnoparskyRobert Rosman

HR300995

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4R300996

United States Department of the InteriorV iv GEOLOGICAL SURVEY M

. • '.. .WATER RESOURCES DIVISIONGreat Valley Corporate Center

111 Great Valley ParkwayMalvtern, PA 19355

December 3, 1991

Mr. Nick Dinardo . ' ' 'U.Si EPA Region III8 4 1 Chestnut Building (3HW22) , • ' , - - . 'Philadelphia, PA 19107 ; .

Dear Mr. DiNardo: " .' \ '

On December 2, 1991, the U.S. Geological Survey measured static water

levels in the wells on the Pubiicker NPL Site. A copy of the results is" ' . ' • ' .

- enclosed. . ' ,

. Sincerely,

Charles R* Wood.Supervisory Hydrologlst

CRWtALN . ' • • • .

Enclosure

cc: Al BecherMindy Snoparsky (3HW23)

flR300997

Static Water Levels In Wells at the Pubiicker NPL Site

Philadelphia, Pennsylvania

\ V December 2, 1991

Elevation . ' ' . • . •" ' '•'. • ' . - • • of*.. • , ' • ! • ' .

. ' : ' ' . Measuring Static Static, ; . , ' , - . Point Water Water Level

USGS Above NVGD Level ElevationWell Formation. Measuring of 1929* Below Above NVGD '

. Number Code • Point______ (ft)____ MP (ft) of 1929 .

Ph-408 211MRPAI/ ' TC (extended) 10.22 26.11 -15.89

Ph-411 112TRNN/ TC (extended) 8.13 10.74 ' -2.61

Ph-413 112TRNN Top of outer 8.12+ 11'06 .-£.94,. ' casing' ' • ' _ •,.•'••.. ' •':. .'

Ph-414 112TRNN Top of dis- 11.47+ 14.86 -3.39 'charge flange . /

Ph-415 21UIRPAU TC (extended) 8.83 12.09 " -3.26 '• ' - ••' -. - ' : . ' • -•

Ph-416 112TRNN TC (extended) 8.00 , 11.06 . -3.06 .

Ph-417 21UIRPAL TC (extended) 8.67 25.14 -16.47

Ph-419 112TRNN TC (extended) 9.07 24.60 -15.53

Ph-420 2UMRPAL TC (extended) ,9.18 26.88 -17.70

tIW-2 111ALVM TC (steel) 11.52 7'99, +3.53

MW-4 111ALVM TC (steel) 9.34 . 6.05 +3.29

HW-7 111ALVM TC (steel) 9.18 7.09 +2.09

' MW-9 111ALVM TC (steel) 6,78 f 3.60 +3.1-3

MW-10 111ALVM TC (steel) - 6.87. 6.46 40.41

KW-11 , 111ALVM . TC (steel ' ; ' 11,34 9.01 +2.31

^Elevations are based on subtracting 88.73 feet from the elevations detersir.edby Tetra Tech on January 14, 1991, using an assumed datum of 100 feet. .

AR300998

,United States Department of the Interior

LJ W7W™ / ' GEOLOGICAL SURVEY^ * ' I lU uJC hftL* ^ f - i . . " • . - .

WATER RESOURCES DIVISIONGreat Valley Corporate Center

111 Great Valley ParkwayMalvern, PA 19355

October 1, 1991

Mr. Nick Dinardo , .U.S. EPA Region III ' . .841 Chestnut Building (3HW22) vPhiladelphia, PA 19107

Dear Mr. Dinardo: ,•

On September 30, 1991, the U.S. Geological Survey measured static water

levels in all of the wells on the Pubiicker NPL Site. A copy of the results is

enclosed. . s . . \ . - . . ' . • • ' . , • " , ' • . • . . , . - . '

SincereJ

, •"' Supervisory Hydrologists ' ., '' • i ' -

CRWrALN ' • . ' • ' . - ' . . / - . • ' . . ' • - / ' , .

Enclosure • > ,

cc: Al Becher •. ,Snoparsky (3HW23)

flft300999

Static Water Levels in Wells at the Pubiicker NPL Site .

, Philadelphia, Pennsylvania

September 30, 1991

Elevation / '/ ' • . ' " ,"' of - . . ' " , ' • • ' ' . '

Measuring Static Static' Point Water Water Level

USGS . Above NVGD Level ElevationWell Formation Measuring of 1929* Below Above NVGDNumber Code Point (ft) MP (ft) of 1929

Ph-408 2UMRPAL. TC (extended) 10.22 , 28.68 -18.47

Ph-411 112TRNN TC (extendedV 8,13 12.09 -3.96

Ph-413 112TRNN Top of outer 8-i2± 12.66 \ 4.54; • ' ' i - -casing . • •'.,.. ™ -. . •-••'••''

Ph-414 112TRNN Top of dis- ll<47+/ 16.35 > -4.88• ' • ; ' ' • » . . . . ' ' charge flange . " " • _ . . ' ' . . ' . .

Ph-415 211MRPAU TC (extended) 8.83 13.43 -4.60 , •

Ph-416. 112TRNN TC (extended) 8,00 ,_ 12.59 ,-4.59 x

Ph-417 211MRPAL TC (extended) 8.67 27.66 -18.99

Ph-419 112TRNN TC (extended) 9.07. 27.04 -17.97

Ph-420 211MRPAL TC (extended) 9.18 29.43 , ; -20.25

MW-2 111ALVM TC (steel) 11.52 7.69 +3.83

MW-4 illALVM TC (steel) 9.34 5.70 +3.64

MWr7 111ALVM TC (steel) 9.18 6.65 +2.53

MW-9 lllALVM tc'(steel) 6.78 3.53 +3.25

MW-10 111ALVM TC (steel) 6.87 6.63 +0.24

MW-ll 111ALVM TC (steel 11.34 9.09 ; +2.25

^Elevations are based on subtracting 88.73 feet from the elevations determinedby Tetra Tech on January 14, 1991, using an assumed datum of 100 feet. '

SR30IOOO

|& United States Department of the InteriorGEOLOGICAL SURVEY;''V

WATEa RESOURCES DIVISIONGreat Valley Corporate Center, 111 9reat Valley Parkway

Malvern, PA 19355

July 31, 1991

Mr. Nick Dinardo , , , ,U.S. EPA Region III : ,841 Chestnut Building (3HW22)Philadelphia, PA-19107

. ,' ' ' • ^ , - v • . ' ' ' . ' . - • •Dear Mr. Dinardo: , (

On July 30, 1991, the U.S. Geological Survey measured static water levels

in the wells on the Pubiicker NPL Site. A copy of the results is enclosed.

• • . • - - , . - . • : ' Sincerely,

Charles R. WoodSupervisory Hydrologist

CRWraln ,

Enclosure

cc: AlVBecherMindy Snoparsky (3HW23)

flR30IOOI

. . - - • • • - - • ' . - • ' . . - • • • • '; Static Water Levels in Wells at the Pubiicker NPL Site

. Philadelphia, Pennsylvania

,. ' July 30, 1991

, ' . i . . - . . - - . >. Elevation

; .. , ; - • - . . . ' ' ' • • '•• ' o* ' . ' , • '"' • - ' :-.) " - . ' . . ' . . Measuring , Static Static

Point Water Water LevejlUSGS , . Above NVGD Level ElevationWell Formation Measuring of 1929* , Below Above NVGDNumber Code Point , (ft)____ MP (ft) of 1929

Ph-408 211MRPAL TC (extende(d) 10,22 29,36 -19.14' • ' • '' • ' •

Ph-411 lliTRNN . TC (extended) 8.13 12.12 -3.99" • ' , ' " ' • ' ' : '

Ph-413 112TRNN •'••. Top of'outer 8.12+ ' '1.2.58 -4.46"' '• / easing • . ' -, • -,. , ' . • ;

Ph-414 112TRNH Top of dis- U.47+, 16.06 - -4.59,. , charge flange

. . - • • . v • . . " • • ' . . , , - . . • • . ; - •Ph-415 211MRPAU TC (extended) 8.83 13.43 -4.60

Ph-416 112TRNM TC (extended) 8.00 12.48 -4.48

Ph-419 I12TRNH TC (extended) 9.07 27.57 -18.50

MW-2 U1ALVM TC (steel) 11.52 7.58 +3.94

MW-4 111ALVH TC (steel) 9.34 5.24 +4.10

MW-7 111ALVM . TC (steelX 9.18 3.97 • , +5.21

MW-9 UlALVM TC Uteel) 6.78 3.12 +3.66' ' . . ' - * '

MW-10 UlALVM TC (steel) 6.87 6.55 +0.32

MW-11 111ALVM \ TC (steel 11.34 8.92 +2.42

^Elevations are based on subtracting 88.73 feet from the elevations, determinedby Tetra Tech on January 14, 1991, using an assumed datum of 100 feet.

4R30I002

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United States Department of the Interior.'•/• ••• GEOLOGICAL SURVEVfi ^

111 Great Valley Parkway ,Malvern, PA 19355

January 4, 1991

Mr. Nick Dinardo , \, U.S. EPA Region III .

841 Chestnut Building (3HW22) ' ; ,Philadelphia, PA 19107 f .

, Dear Mr, Dinardo: -

A revised table of the water levels we measured on December 17, 1990, is1 . • , . > - . ' ^ , * ' t ~

L, enclosed. The revised table uses the elevations measured by Tetra Tech on

.January 14, 1991. .". , .

N Sincereli

CRW:ALN

Enclosures

AR30I005

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AR30I006

United States Department of the InteriorGEOLOGICAL SURVEY ; :* ,

1 WATER RESOURCES DIVISIONGreat Valley Corporate Center

111 Great Valley Parkway .Malvern, PA 19355

March 1, 1991

Mr. Hick Dinardo . , . . ,U.S. EPA Region III \841 Chestnut Building (3HW22) 'Philadelphia, PA 19107

Dear Mr. pinardo: ; -

On February 22, 1991, the U.S. Geological Survey measured static water levels inall of the wells oo the Pubiicker HPL Site. A copy of the results is enclosed.Well Ph-41 (nr. 19) was incorrectly identified as Ph-409 on the water levelsmeasured on December 17, 1990, that we sent you earlier, and a revised copy isenclosed. : Please note that the geophysical logs and interpretations you havefor Ph-419 are also incorrectly labeled as belonging to Ph-409. I think Ph-409has been destroyed; at least I did not find it. _

Water-level recorders with 32-day clocks were installed on wells Ph-415, Ph-416,Ph-419, and Ph-420 on February 22, 1991,

A,summary of the time I have spent on the Pubiicker Site is enclosed. This lum-inary does not include time.spent by Harrisburg personnel doing the geophysicallogging. ,

Sincerely,

Charles R. WoodSupervisory Rydrologist

CRW:ALN , -

Enclosures.

flR30!007

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aR30!008

. Static Water Levels in'Wells at the Pubiicker NPL Site

February 22, 1991 • f- . , '

Elevation •., ". ' . , • . of , . .. -'

Measuring Static Static• ' *. Point Water . Water Level

USGS ' , . , - • Above NVGD tevel ElevationWell Formation Measuring 'of 1929* Below Above NVGDNumber Code Point ____ (ft) MP (ft) of 1929

Ph-411 U2TRNN TC (extended) 8.13 , ,- 11.88 • , -3.75• *'

Ph-413 112TRNN Top of outer 8,12+ 12.35 -4.23.. . , ' . • casing ~

Ph-414 1I2TRNN Top of dis- 1'4 *. 16.02 -4.55- , ' . . . ' ' charge flange ,

Ph-415 211MRPAU TC (extended) 8.83 14.06 -5.23

Ph-416 U2TRNN TC (extended) 8.00 13.09 -5.09

iPh-417 211MRPAL TC (extended) 8.67 27.12 -18.45

Ph-419 112TRNN TC (extended) 9.07 26.57 -17.50

?h-420 211MRPAL TC (extended) 9.18 29.42 -20.24

MW*2 lllALVM TC (steel) 11.52 8.27 +3.25

MW-4 lllALVM TC (steel) 9.34 6.40 +2.94

MW-7 UlAJ-VH TC (steel) 9.18 7.49 +1.69. • ' • . • ' • ( • • .

MW-9 lllAtVM TC (steel) 6,78 4.10 +2.68

MW-10 HIALVM TC (steel) 6.87 6.83 +0.04

MW-11 111ALVM TC (steel) 11.34 9JU** +2.23

^Elevations are based on subtracting 88.73 feet from the 'elevations deter-mined by Tetra Tech on January 14, 1991, using an assumed datum of 100 feet.

**S4me 'static water level as December 17, 1990. Well may be blocked.• • •

AR30I009

Time Spent on Pubiicker NPL Site

March 15, 1990 to March 1, 1991

: ' . ' Hours " . . . . ' . • . ' ' , ' • ' . i ' . ' 'Date Spent Task ;

Mar 15,1990 5 Meeting with EPA and Tetra Tech

Apr. 2, 1990 2 Prepare Work Plan I

Oct 2, 1990 2 Meeting with EPA

Oct 11* 1990 1 Review pjans , v

Oct 12, 1990 5 Collect well data for water-level measurements

Oct 17, 1990 3 do ,' . - • ' - - • ' : • ' , , ' ^ " ' ' ' \

Oct 18, 1990 4 Get equipment ready for water-level measurements

Oct 19, 1990 8 do/

Oct 30, 1990 ,5 do , 7 ,

Nov 6, 1990 2 do

Nov 23, 1990< 2 Work up water-level data ..

Dec 17, 1990 8 teg Geophysical logging and water-level measurementsdo ll/Z OT

Dec 20, 1990 2 '->'„ Work up water-level data

Jan 4, 1991 4 Work up geophysical logs' . . . • ' ' ' . ' i

Jan 29, 1991 8 . Get equipment ready for water-level measurements

Jan 30, 1991 3 do

Feb 22, 1991 8 reg Measure water levels and install four water-do 2 OT level recorders .

Mar 1, 1991 2 Work up water levels and prepare progress report

AR30IOIO

United States Department of the InteriorMVfiKIVJsr\ 1*1 J •• i • L KI GEOLOGICAL SURVEY

111 Great Valley ParkwayMalVern, PA 19355

March 29, 1991

Mr. Fick DiNardo r -U.S. EPA Region III , ,841 Chestnut Building (3HW22)Philadelphia, PA 19107 '

Dear Mr. DiNardo: ;

On March 29, 1991, the U.S. Geological Survey measured static water levels inall of the wells on the Pubiicker NPL Site. A copy of the results is enclosed.

••' ' i '

Water-level recorders, with 32-day'clocks were installed on wells Ph-415, Ph-416,Ph-419, and Ph-420 on February 22, 1991. The clocks were replaced with 8-dayclocks on March 21, 1991, and the recorders were .removed on March 28, 1991. ;Copies of the charts for each well are enclosed.

CRW:ALN • • • ' ; •

Enclosures

cc: Al BecherMindy Saoparsky (3HW23)

flRSOIOM

Static Water Levels in Wells at the Pubiicker NPL Site

\ Philadelphia, Pennsylvania

March 28, 1991 \

" ' - ' . " • ' . " -Elevation ' ,

•-'•••'" •'.'•• . '' •-. • °* ' . - ' -' ' ' .." ' ' ' ' ' . -Measuring Static Static

L ' . . / . Point Water > Water LevelUSGS , ' . Above NVGD Level ElevationWell Formation Measuring of 1929* Below/. Above NVGDNumber Code .Point (ft) ____ MP (ft)** Of 1929

Ph-408 211MRPAL TC (extended) 10.22 .' 25.75 ' -15.531 • - ' ' " ' • ; ' ' •. \ , • '

Ph-411 112TRNN TC (extended) 8.13 "10.62 -2.49

Ph-413 112TRNN Top of outer 8..12+_ • . 11.29 . -3.17- ' •'• casing • ~ " . . . • '. . . ?

Ph-414 112TRNN Top of dis- ^ 7+_ 14.79 ( -3.32. charge flange . \-

Ph-415 . 211MRPAO TO (extended) 8.83 12.16 -3.33

Ph-416 112TRNN . . TC (extended) 8,00 , 11.27 -3.27' i ' '

Ph-417 211MRPAL TC (extended) 8.67 Not Not ;measured measured

Ph-419 112TRNN TC (extended) 9.07 \24;80 -15.73

Ph-42(J 211MRPAL TC (extended) 9.18 26.25 - -17.07

MW-2 1HALVM TC (steel) 11.52 7.68 +3.84

MW-4 111ALVM TC (steel) 9.34 , 5.44 +3.90

MW-7 111ALVM TC, (steel) 9.18 6.77 +2.41

MW-9 UlALVM TC (steel) 6.78 3.44 +3.34• . - . . . • . . ' ' . . • ' '

MW-10 UlALVM TC (steel) 6.87 6,38 .+0...49-

MW-U UlALVM TC (steel) 11.34 8.53 +2.81 •

*Elevations are based on subtracting 88*73 feet from the elevations determinedby Tetra Tech on January 14, 1991, using an assumed datum of 100 feet.

,".'<•-• : ' '. • •. • - ' . . ', ' • - ' ' ***All measurements made at or near high tide. ,

aR30IOI?

f n MI *•**«•••

..t—..—. .——_, r-*. -—.j.—.—..—. _£ j_

UniieiiStates Department p|;\the Interior_fl'* * 'Vf'L 1 '* •"? - ' .' •* '

GEOLOGICAL SURVEYWATER RESOURCES DIVISION

Great Valley Corporate Center111 Great Valley Parkway

Malvern, PA 19355

July 31, 1991

Mr. Nick Dinardo •U.S. EPA Region III841 Chestnut, Building (3KW22) ' V .Philadelphia, PA 19107

pear Mr. Dinardo: . '

On July 30, 1991, the U.S. Geological Survey measured static watar levels• ' "' - •' ' ' ' •• '• - ' • \ ' • • ^" • • • ' ' " "•in the walls on the Pubiicker NPL Sice. A copy, of the rasults is enclosed.

CRWsaln "

Enclosure . •

RR30I02!

. , . • .Static-Water Levels in Wells at the Publiuker NPL Site

; July -30, 1991 _• -.. . ' > ' . ' ' .

• , . . iElevation•-. • ; ' '"" • •''•.. of . • •; • •;; "., . '.

. , - Measuring .Static. Static. •• ' , . Point Water Water Level

USGS , , Above NVGD Level ElevationWell Formation Measuring of 1929* Below Above NVGDNumber Code Point (ft) MP (ft) of 1929 .———•"•—. - -— ^ .^ . ^ . ^Ph-408 211MRPAL ' TC (extended) 10.22 29.36 . -19.14

Ph-411 112TRNS TC (extended) ' 3.13 12.12 -3.99

Ph-413 112TRNN Top of outer 8-12i 12 58 -4.46;•' .- '. . " .casing . •" -1 • ' • •*•• • : '

' . ' ' ' ' - - ' .

Ph-414 112TSNN Top of dis- ' U.47+_ 16.06 -4.59,charge flange •

Ph-415 2UMRPAU TC (extended) 8.83 '13.43 -4'.60

Ph-416 U2TRNN TC (extended) ! 8.00; 12,48 -4.48

Ph-417' 211MRPAL TC (extended) 8,67 28,18 -19.51, ' ' . * ' ' . ' • • ' "

Ph-419 U2TRNN TC (extended) . 9.07 . 27,57 -13.50

Ph-420 211MRPAL TC (extended) 9.18 , 29.92 , -20..74 .

MW-2 UlALVM TC (steel) H-52 7.58 . ',+3.94

MW-4 lllALVM TC (steel) 9.34 .5.24 ' +4.10. ' • " , • " ' • . ' . ' • - :

MW-7 111ALVM :TC (steel) 9.18 ; 3.97 .+5.21

MW-9 , lllALVM TC (steel) 6>78 3,12 +3.66

MW-10 U1ALVK TC (jiteel) 6',87 ' 6.55 +0.32

MW-11 lllALVM TC (steel 11*34 8.92 +2.42

^Elevations are based on subtracting 83.73 feet from the elevations determinedby Tetra Tech. on January 14, 1991, using an assumed datum of 100 feet.

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.u• •-::; •' •-.. ;...: • APPENDIX; i ^-••i:-": ".'.'•. WlSTEi«iPtB^ i'K> :'TCL/TAL SAMPLE DATA SUMMARY SHEETS

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