^XMZYN

1'

SDMS DocID 2106299

' • ' • ^ f c ^ ' . '

-August 23, 1991

.•;';-,:•-v-^-^-.'-Mr; Glen S..^Lapsley,OSC'•••.-„••: .: '•-•.-.'.• •7-'-'-y^'':' '7y .. ':7y-y - y ' ' -.-•.'.: ';..••'•';':.•• :V Mail Code 3HW33-;:,; - - y . , y y: ;;"•-•- 7 - y y y y 'y

: Eriforeeitient and Titlb III;Sectiori - ^ ' ' ; • -U.S. EPA:, Region m : \

, : ' • '841-Chestnut Buildi i ig\ \ ^ , ; V ,' / - v >: • 7 : - [ / -Philadelphia," Perinsylvania 19107 .', ^

RE: Bi-Weekly Progress Report ^ ' ; : / . / August 4-August 18, 1991 : " ; . • - . ^ , ;r-v " / ^

: Barefoot LaridfiIl;"Site-'•-^ •; y7:y:7yyy-yy -,;,'•''^: : •• "^ ; -' ' ' , . . Hollidaysburg, Pennsylvariia; , / ': :. : : •' '

•'• ;••" •;'• '•',;" -Dear Mr.'Lapsley:'-'••; ;.;•,.-' ;•, -.r:'.''': '-/y- y\ ' y/y- '} 7 'yr-._ . , ' -•' ---";:

- Warzyn; Inc. (Warzyri) piresents this bi-weekly progress, repiprt. detailing activities: fpr[ the Barefoot Landfill Site; in accprdance with Section; 8.'6 of the

y ^;; Administrative Order (AO).; - : ; ; :; \. -._- y ' - ; •

^ 7 ^ , , I: ACTION TAKEN TOWARD ACHIEVING COMPLIANCE WITH AO;^ ' The fp^llbwing.actions were;completed during the.reporting period to:achieve

compliance with the A O . ' . r , ; ' ; ^ r ; ' ; ; . . ' •'•-.y..y .- yy-y-.-y'y- y :ry y,

- . . • Making 109 auger probes, around the designated; waste areas to;assess the ' -'-'y--. •-'.-„:•,• -exteritpf-affeGted-.sbil.-'.,'^-••;'•'." ;'•:-'.:•;; •;;.',' y-7-:-; . 7 : . . y.y- y7:,.7^.'-

yy-. y\-'. • Collecting 22 soil samples from the:perimeteri^f the waste areas and: - >; submittingthem to the laboratory for analysisin accordarice with the

.•;•',-;••• •;-;•• ^ • ; ; W o r k ; P l a n ' . . . ^ _ y y " - . v , • . - ; ; . ; .;'.'•- :•,.'.,••;...•;•-:-•, , ' N „ y y - _ y • - - r - . - ' y - " -• .; Collecting samples of the waste and soil.beneath the waste from Areas A,

. AA, E, F, G, H, and; land submittirig t^^ laboratory for arialysis. -. .V ' -y'' ; ' y-.. in acbbrdarice with the Work Plan: ' . ; -,;. yyy-- y ; ;

; ; ; ; : ; • collecting waste samples from Areas-A, F/'and G:arid subriiitting them : , .; ' : for treatability study analysis and disposal characteristic'arialys^^

••• ". "/':'; •.,:';'••';• "appropriate.;':- /-7 y - y \ - y •• ^''^.'-:-- ',•••••,•.-;':''-• ;-;-v-';-'•••••.;'-. •.,:--'•;••:;';•''•

• :D'eyeioping.,a.map to shb\v the investigatibn area and ddineation of waste . ; • • • ' . ; '; -(Attached ^rawirigDl).:, ' r~ ; .: ••-,.'-,;,;:.. y y : 7 • •'• y y 7 ' y - ' - 7 ' .

/ ' D e v e l o p i n g a map tb;shbw the soil, and waste samplirig locations; ^ .;" ' ; / : - ; /;;.• ! ' " (Attached drawirigp2)-; ;; • r ; • ; • ; • .-'-.y--' ..-.: ' :'v ^ ,;",

,: On August 11, 1991, Warzj n completed the; field-investigatibn for the Barefoot :B'SWEE[^TE?HKCT as described in. the Work^Pian. In the cburse of that; work,

:; ; ANbcREATmtY..nipdificatioris were^ m nurribier of samples which^,we're;,6bilected

'-.>

-y PHILADELPHIA 435 DEVON PARK DRIVE . ' -

- - ; • - - , • SUITE.702 •' , 1 ' WA' 'NE, PA 19087. • -

' -' (215)964-0808 '-• " FAX (215) 964-8263 '

AR101905

;.;::,: -.. ;/-.;-•;• r •;•:-,•• . y y . ' y y r ' - - ' , ... -' - - y - - - • cieiis: Lapsiey.osc-" • , V ' , :' y y • • . Bi-Weekly Progress Report

W^ME7y'y7yy: y'-yyyyyyyyyyyyy7^^^ - because of conditions;\yhich;were encountered in the field. • I.have discussed ;

;.' \ these changes with you on the telephone. You did nbt disagree. With the changes, ",' :; , but asked that I document them, in a letter to you (this progress .report, prbvides; ' ;

• ' , ; ' ; - ;' '/;.the docunieritation).' .•'-••;.:•'-;••;-•::..:.-.;''•'• • ;-- .-7.. ••.7..'7yy. .. .••y:-yy_ :-'•.- V y-yy-'

- -: . : V Table A (attached); sumriiarizes'the samples collected; (during the irivestigation,, ; : • .listing: 1) theareai where ea:ch' sample was taken; 2), niap coordinates; 3) the ; / - ,depth of the .sariiple; and 4) the parariieters for which;the sample wilLbe

analyzed.,-The total numbers of sariiples are at vari?uice with thie number of , sainples; prppbsed in the Work Plan. The reasons for this are! set forth below; ; \

Tofaeilitate your review, I have attached; copies of Table 2 from :the Work P l ^ ; ; ;, arid .Table l/frpm;the Field;Sanipling-Plan,,which have b ^

] - , 7 . the new saniple numbers. Each of the "Sample Matrix" kreas frorn the Work ; J Plari, table is listed below, with a discussion of the changes;to the-riumber: of; :::

sampies. .Table B provides^of suriimary of the Hand-Augef bbrings rrtade during: the, field investigatibri. Table C provides a summary. of the borings riiade by drill Rig,1duririg the investigation;.;: ;.;< ; ; ' - / ^ . : ; . - . y . --yr, ' .; ;.

:• SbiJ areas north of access road plus crop residuefarea: The total number ' of samples decreased, because auger probes iridicated, that -the "tpmatb ;

crop; residue"; area-consisted solely of a chtink of solid waste, (as verified ; , V; ; during a'site visit on July 29, 1991 by frbrii the Weston -, :

sampling team).; It appears that the "tbfnatocrbpfesidue area" .was p^^ bnthe Weston map from a viO-year-old PADER map bf the SH^^ ;

•' Soil areas south of access road except crop residue area: The tbtal , , ; ; .'number of waste, areas decreased bec;ause auger probes" showed that Areas- ' , ; ; . ; , Bl, C,arid;D, dp not contain wa$te. .^ ~; ' ,^^^ ^^^ ; ; \ -^

• .Soil.beneath waste (north of access road^ of samples L/^ : was reduced,-because waste was not ^ -, ;,

; • Soil beneath waste (south of acciess road): The; totil number of samples y-y' decreased /because auger probes showed that Areas B,;C, and D did riot

•- contain (waste. Twb VOC sampiles: were added because of elevated HNu s / .; ;;;. readings of the auger; probes in Area A (Samples SB-A A-1 and SB-AA-2, ; '

Table A),; The overall number of QA. samples' (duplicates) was reduced, • ;;: but.we still took the;required nurnbef,;Vfor_ey.ery-10-sariiples:cpllect ^^ '

• Waste disposal, characterislics: Given the types and ainourits^ of waste : .found, 9 saniples, rather than 14 were deemed iadequate to represent' the

' ' -wasteideritifiedat the;Site. ; y , ;. .• : : -. ' ; , . - : : ' ; . : , ; : ! ;

• Treatability: The original Work Plan proposed 12: samples to iise Jor -• treatability, studies on the waste,;asufficient.number to cover a riumber of - ; .

; ' diffefent/waste streanis.; Orilytwp distinctive waste streariiissNyeTe :;, ; encpiintered at the Site however, the chunks of solid material in Areas-G;' ^X • -: and D, and the oily, sludgy wast in the lagoons. ' Therefore; only thi-ee " ;,/;-/sariiples were!hecessary..-. y y >•'•':["-, '-' --y-'.'. 'yr.-~yy- ly-'' ^'y---:: '- \-y-'y-.-

AR101906

NmRZYN ' Gleii S'. Lapsley.'OSC ' '<i^^,

.Bi-Weekly'Progress Repo'rt -.<^ Barefod Landfill Site ^(/J

- August 23, 1991 • •'• • ' •, - P a g e 3

.The solid chunks consisted of only a few cubic feet of potential, waste • material, and it; is likely that the entire volume can be disposed of off-site '[.yy--for leis's than the cost of a treatability study. ;Therefore, that material was / simply sampled for disposal characteristics and contained; • r .

Samples of the oily, sludgy waste were collected from three locatioris to -'yy;; represent the Waste;iri Areas A, F, and G. The treatability ^a lys is will b e . : conducted,as summarized in the letter to ybu.dated AiigUst:19, 1991.

Groundwater: AYarzynatteriipted tb.cpllect groundwater;samples frorri the . i O residences listed in Table 1 of the Work Plan. However, as previbusly _. discussed with you, arid documented in the'third bi-weekly progiress! report, ! one resident refused to allow a sample; to 'be collected. The residerit is 'y-. hsted.as (EPA :ID Number R25),'in ; table .1 of the Work Flan., y y After you had.talked to yputself,: you advised us to eliminate the : tenth groundwater sample arid consider the first round pf groundwater • sampling cprilplete. : , ^ X ' ,/f o^.C'Ey. i j . ' n ? ' - . y^ '^- r /^y /Zi Z,

The fifth paragraph on page^-6 of the Work Plan; proposes that waste areas would be "tempprarily covered with plastic tp reduce the potential for contact of' precipitation with wastes and associateid • runoff • • •:" Warzyri located: a supplier ofplastic sheeting in widths up to 20 feet. However, that would not be; wide enough to prevent precipitation, coritact withPut a sophistica.tedyseam construction system. Therefore, the waste; areas have not been cbyered;with plastic, sheeting.. Hbweyer, the Warz;yri sampling crew was careful to fill each ,of the several hundred auger probe a:nd,boring locations with ""Hole Plug",a granular bentpnite rtiaterial.which wilf effectively limit infiltration via the boreholes. * I;also discussed this nibdification with ybu, and you agreed that it was •reasonable.'-.'••:. • .••:",""' '-•• y-y'yy-'y-y.- •.'•••• ; .- .••'•-- •\'--...

2.- ACTIVITIESPLANNED FOR AUGUST 19: - SEPTEMBER 9.: 1991. ': y . The field work was completed,August l l , 1991, within the approved project s chedu le . Col lected siamples (sumrr iar izedin a t tached table) have been submitted for laboratory analysis. When the results;are received frbm the laboratpry, they, wil lbe val idate/ We,expect to have the validated results by mid September, 1991. .Work is proceeding to identify the location ,and volumes of waste identified at the iSite. - ; '-. . : ". -

3. DIFFICULTIES ENCOUNTERED OR ANTICIPATED. :: We have supplied the name and qualifications of ChemFix of Massachusetts, the, company cpriducting the treatability study, analyses, for approval; They have provided us with the dpcuriientation that their laboratory facilities are licensed for ;CLP analysis under CERCLA. At your request, we had CheriiFix send you a cbpyof the documentation.. , - ^ - , :;;!'

AR101907

_ - ' Glen S. Lapsley, OSC - ••- - =s i r - Bi-Weekly Progress Report

Page 4

4. SUMMARY AND SCHEDULE OF ACTIONS TAKEN TO MITIGATE DIFFICULTIES. Because of the stringent time frame of this project, we have already submitted the waste samples for treatability studies to ChemFix. You did inform us that EPA has approved the laboratory for CLP work in the past. You said that you would also check to be sure that the company is still on the approved contractor list. I will call you to confirm this.

CONCLUDING STATEMENTS Please contact me if you have any questions or comments regarding work completed or planned for the Barefoot Landfill Project, or if you require more information. We anticipate submitting the next progress report on September 6, 1991.

Sincerely yours,

WARZYN INC.

'ylq\lf Peter J. Vagt, Ph.D. Project Coordinator

Enclosures: Drawing DI. Investigation Area Delineation Map Drawing D2. Soil & Waste Sample Location Map Table A. Summary of Sampling Locations Table 2, revised from approved Work Plan Table 1, revised from approved Field Sampling Plan Table B. Hand Auger Summary Table C. Drill Rig Probe Summary

cc: D. Bartlett V. Gallogly A. Belenson

018-EPA-SRO4PA'/DWH

€y AR101908

V Page l of 2

7%. TABLE A

Summary of Soil and Waste Samples Collected Barefoot Landfill Site

Hollidaysburg, Pennsylvania

Date: August 19,1991 €< "'^

Sample Area Desiqnation

A WA-A-1 SB-A-1 SB-A-2 WA-AA-1 SB-AA-1 SB-AA-2 SP-A-1

m SP-A-2 SP-A-3 SP-A-4

Coordinates Sample Tvoe South

Waste 233 Soil beneath waste 233 Soil beneath waste 233 Waste 334 Soil beneath waste 334 Soil beneath waste 334 Soil-Perimeter 165 Soil-Perimeter 230 Soil-Perimeter 339 Soil-Perimeter 295

West

558 558 558 695 695 695 538 468 562 742

Depth

0-0.5 1-2.5

3-4 1.5-2

3-5 5-7 3-5 3-5 4-5 3-5

B None

C WA-C-1

SB-C-1

D WA-D-1

SB-D-1

w E WA-E-1

SB-E-1 SB-E-2 SP-E-1 SP-E-2 SP-E-3 SP-E-4 SP-E-5 SP-E-6

F WA-F-1 SB-F-1 SB-F-2 SP-F-1 SP-F-2 SP-F-3

Waste 383

Soil beneath waste 383

Waste 352

Soil beneath waste 352

Waste 67 Soil beneath waste 67 Soil beneath waste 67 Soil-Perimeter 50 Soil-Perimeter 138 Soil-Perimeter 130 Soil-Perimeter 171 Soil-Perimeter 57 Soil-Perimeter North 29

Waste 80 Soil beneath waste 80 Soil beneath waste 80 Soil-Perimeter 124 Soil-Perimeter 57 Soil-Perimeter 80

755

755

1044

1044

623 623 623 670 607 682 612 586 641

800 800 800 750 773 830

Chunk of Waste

0.5-2.5

Chunk of Waste

0.5-2.5

0-0.5 2-4 4-7

2.5-5 0.5-2.5 0.5-2.5

2-5 2-5 2-5

0-1.5 2-5 5-7

3-5.5 3-5 2-5

Parameters Charact- Treat- Metals and

eristics abilitv Cvanide

1 1

1

VOCs

1 1

1

1

1

1

1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1

1

1 1 1 1 1 1 1 1

1 1 1 1 1

AR101909

u Page 2 oi-.2

TABLE A

Summary of Soil and Waste Samples Collected Barefoot Landfill Site

Hollidaysburg, Pennsylvania

Date: August 19,1991

^ ^

Sample Area Desiqnation

G WA-G-1 SB-G-1 SB-G-2 SP-G-1 SP-G-2 SP-G-3 SP-G-4

H SP-G-5

H WA-H-1 SB-H-1 SB-H-2 SP-H-1 SP-H-2 SP-H-3 SP-H-4 SS-H-1 SS-H-2

1 WA-l-1 ^ SB-l-1 W SB-l-2

SP-l-1 SP-l-2 SP-l-3 SS-l-1

Coordinates Sample Tvoe South

Waste 200 Soil beneath waste 200 Soil beneath waste 200 Soil-Perimeter 203 Soil-Perimeter 237 Soil-Perimeter 254 Soil-Perimeter 220 Soil-Perimeter 170

Waste 112 Soil beneath waste 112 Soil beneath waste 112 Soil-Perimeter 59 Soil-Perimeter North 55 Soil-Perimeter 72 Soil-Perimeter 140 Soil-Discolored 50 Soil-Discolored 120

Waste 175 Soil beneath waste 175 Soil beneath waste 175 Soil-Perimeter 255 Soil-Perimeter 189 Soil-Perimeter 270 Soil-Discolored 250

West

821 821 821 758 796 845 880 885

928 928 928 890 977 960 925 922 878

975 975 975

1009 943 952 920

Depth

0-1 1.5-3

3-5 2-6 2-5 2-5 3-5 2-5

0-0.5 0.5-2.5

2.5-5 1-5

3-5.5 2-5 2-4

0.5-2 0.5-2

0-0.5 0.5-2.5 2.5-4.5

3-5.5 2-5 3-5

0.5-1

Sub-totals

Field Duplicates

MS/MSD

Total

Parameters Charact- Treat- Metals and

eristics ability Cvanide VOCs

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1 1 1 1 1

9 3 44 37

5 4

4

9 3 49 45

Notes: WA = Waste sample SB = Sample of soil beneath waste SP = Sample of soil from perimeter of area SS = Soil sample Field Duplicates collected at a rate of 1 per 10 samples MS/MSD = Matrix Spike/Matrix Spike Duplicate Samples MS/MSD analysis performed at the rate of 2 MS/MSD samples per 20 samples

52018 collected JCQ/ AR101910

H " ' TABLE 2 SAMPLE TYPE AND ESTIMATED SAMPLE NUMBERS

BAREFOOT LANDFILL SITE (Revised August 15,1991)

t

Sample Matrix

Soil areas north of acc;ess road plus Crop Residue Area

Soil areas south of access road except Crop Residue Area

Soil Beneath Waste (North)

Soil Beneath Waste (South)

Waste (5) Disposal

Treatability (5) Phase I Phase II

Groundwater (6) Private Wells

Notes:

No. of Samoles

24 24 24

4 4

11 11 11

2 5 5

9

3 3

36 36

Field (1) Duplicates

3 3 3

1 1

1 1 1

:

~

-

4 4

(2) Blanks

~~

-

-

:

~

~

8 4

MS/MSDr3^

4

-

~

~~

-

-

8

Total No. Samples

31 24 24

5 5

12 12 12

2 5 5

9

3 3

56 44

Test (4) Parameters

TCL VOCs Cd, Cr, Pb, Hg CN

Cd, Cr, Pb, Hg CN

TCL VOCs Cd, Cr, Pb, Hg CN

TCL VOCs Cd, Cr, Pb, Hg CN

RCRA Routine Disposal Characteristics, Parameters

TCLP VOCs & Metals TCLP VOCs & Metals

TCL VOCs Lead

1, Field duplicates collected at a rate of 1 per 10 samples.

2, There are no field or trip blanks for solid matrices. A trip blank for VOC analysis will be included with each cooler of groxmdwater samples shipped.

3, Extra volume is required for the TCL organic MS/MSD quality control requirement (triple volume for VOC). MS/MSD analysis performed at a rate of one MS/MSD set of two samples per 20 samples.

4, See Appendix D of the Work Plan for TCL analyte list.

5, Waste samples will be considered mid or high level samples.

6, Based upon four quarters of sampling 9 private water supply wells per quarter.

[PA-4(KM)1«WP) (ll8WPTabfe2 MJH/mp/PJV

AR101911

•:J

TABLE 1 SAMPLE TYPE AND ESTIMATED SAMPLE NUMBERS

BAREFOOT LANDFILL SITE (Revised August 15,1991)

X'%

t

Sample Matrix

Soil areas north of access road plus Crop Residue Area

Soil areas south of access road except Crop Residue Area

Soil Beneath Waste (North)

Soil Beneath Waste (South)

Waste (5) Disposal

Treatability (5) Phase I Phase II

Groundwater (6) Private Wells

No. of Samples

24 24 24

4 4

11 11 11

2 5 5

9

3 3

36 36

Field (1) Duplicates

3 3 3

1 1

1 1 1

—

-

-

4 4

(2) Blanks

~~

-

~

; ;

~

-

8 4

MS/MSDr3^

4

-

—

—

~

~

8

Total No. Samples

31 24 24

5 5

12 12 12

2 5 5

9

3 3

56 44

Test (4) Parameters

TCL VOCs Cd, Cr, Pb, Hg CN

Cd, Cr, Pb, Hg CN

TCL VOCs Cd, Cr, Pb, Hg CN

TCL VOCs Cd, Cr, Pb, Hg CN

RCRA Routine Disposal Characteristics, Parameters

TCLP VOCs & Metals TCLP VOCs & Metals

TCL VOCs Lead

Notes:

1. Field duplicates collected at a rate of 1 per 10 samples.

2. There are no field or trip blanks for solid matrices. A trip blank for VOC analysis will be included with each cooler of groundwater samples shipped.

3. Extra volume is required for the TCL organic MS/MSD quality control requirement (triple volume for VOC). MS/MSD analysis performed at a rate of one MS/MSD set of two samples per 20 samples.

4. See Appendix D of the Work Plan for TCL analyte list.

5. Waste samples will be considered mid or high level samples.

6. Based upon four quarters of sampling 9 private water supply wells per quarter.

IPA-WWlgWP] 018 FSP Table 1 MJH/mp/PJV

AR101912

•^W>-H-2

i I

ii

o

g

0

100

200

i ; : ? t ' i -I 5* i t Z J i 6 5

7

300

400

500

NOTES

W;iSIE SAMPLE LOCATION 1 NUMBER

SaL SAMPLE LOCATION & NUMBER-BENEATH THE WASTE

SOIL SAMPLE LOCATION & NUMBER-PERIMETER OF AREA

SOIL SAMPLE LOCATION I. NUMBE R-POTENTIALLY WFECTED SOL

U.S. EPA SAMPLE LOCATION & NUMBER

INVESTIGATION AREA (DASHED WHERE INFERRED!

APPROXIMATE BOUNDARY OF WASTE

APPROXIMATE BOUNDARY OF POTENTIALLY AFFECTED SOIL

L SAMPLING LOCATIONS FIELD LOCATED BY REFERENCE TO 25 FOOT BY 25 FOOT GRID ESTABLISHED ON SITE.

^a 'n/f S C A L E IN FEET

^

m

1

£ C

5

SI

TJ

•>

^•p"

0*

1

3-

ED

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s

i

^ • ' • \

4 • : i '

c

iZ

z >-N ft

i

CO UJ 5 UJ t r >-> S < p- Crt z QC UJ Q QC

o P I

UJ Q.

C3 CC 13 CO CO

Q

Sn*at Nurnbvr

Droatng N u m M r

52018

MMRZVN

AR101913

( • ' I

o

li - • I t ' I •

fTT

•0- cf-• $ •

LEGEND HAND AUGER BORING LOCATION (WASTE)

HAND AUGER BORING LOCATION (POTENTIALLY AFFECTED SOIL)

HAND AUGER BORING LOCATION (NON-OETECTI

DRILL RIG BORING LOCATION (WASTE)

•RtLt RIG BORING LOCATION (POTENTIALLY AFFECn-ED SOIL)

DRILL RIG BORING LOCATION (NIX-DETECT)

U.S. EPA SAMPLE LOCATION & NUMBER

INVESTIGATION AREA (DASHED WHERE INFERRED)

APPROXIMATE BOUNDARY OF WASTE

APPROXIMATE BOUNDARY OF POTENTIALLY AFFECTED SOIL

NOTES I BORING LOCATIONS FIELD LOCATED BY REFERENCE TO 25 F(DOT

BY 25 FOOT GRID ESTABUSHED ON SITE.

2. POTENTIALLY AFFECTED SOILS INDICATED BY A8CVE BACKGROUND LEVELS OF VOC» AS MEASURED VKITH AN HNu PHOTOONIZATION DEVICt

3. NON-DETECT INDICATES BACKGROUND LEVELS OF VOCi AS MEASURED WITH AN HNu PHOTOtONIZATION DEVICE.

4. HAND AUGER BORINGS COMPLETED TO A DEPTH OF APPROXIMATELY 1 FT. TO 3 FT.

J. DRILL RIG BORINGS COMPLETED TO A DEPTH OF APPROXIMATELY 3 FT. TO 5 FT.

SCALE IN FEET

Cr VJ -V

m -o

%

-i -J Q

C

a

^ m

^ .?

s

2 N tc

1 t j

^ CD

Cl

0

o:

a z o h-S 111

z 3 Q

< 111 oe < z o y-

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% ul >

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^

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& i

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5

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1 -U) UJ •> 7

QC LU

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-i§ iZ°-\ ^ rf cc

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1 f

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Pfmud

Sh««t Number

Drov.ng NumMr

52018

o."-DI

AR101914

(%

TABLE B HAND AUGER SUMMARY

Barefoot Landfill Site Hollidaysburg, Pennsylvania

•

AREA

A

B

C

D

E

COORDINATES SOUIH

275 222 225 270 205 250 212 250 280 261 250 237 250 236 233 248

428

350 375 375 383 395 400 400 425

375 375 400 350 383 400

25 25 6 43

WEST

524 582 525 587 550 500 525 600 560 555 515 575 533 525 558 552

611

725 725 762 750 769 725 750 750

1063 1025 1000 1000 950 975

659 618 648 640

TOTAL DEPTH

0.9' 1.0' 1.0' 1.0' 1.2' 1.4' 1.5' 1.5' 1.5' 1.6' 2.0' 2.0' 2.4' 2.5' 2.8' 2.9'

1.9'

0.7' 1.7' 1.9' 2.0' 2.0' 2.0' 2.0' 2.0'

1.0' 1.2' 1.2' 1.7' 1.7' 1.8'

0.6' 0.6' 0.8' 0.8'

FINDINGS

Non-detect Non-detect Waste, not fully pentrated Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Waste 0.4' thick Waste 0.6' thick Waste 1.1'thick Waste 0.4' thick Waste 1.1'thick Waste 0.5' thick Waste 0.6' thick

Non-detect

Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Potentially affected soil Non-detect

Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect

Non-detect Non-detect Non-detect Non-detect

AR101915

^ ^ Page 2 of 4 ' ^ '^;;

TABLEB HAND AUGER SUMMARY

Barefoot Landfill Site Hollidaysburg, Pennsylvania

(cont.)

• ^

AREA

E (cont.)

COORDINATES SOUTH WEST

85 75 142 37 50 50 127 133 134 144 150 137.5 10 80 12 25 75

NORTH 14

SOUTH 60 80 75 56 100 125 100 75 140 80 125 91 100 110 100 100

619 584 625 615 593 625 625 637 625 637 625 631.5 640 600 655 637 600

WEST 666

WEST 775 750 825 800 725 750 825 775 769 809 780 773 750 800 800 770

TOTAL DEPTH

0.9' 1.0' 1.7' 2.0' 2.0' 2.0' 2.0' 2.0' 2.0' 2.0' 2.0' 1.8' 2.5' 2.5' 2.5' 3.8' 3.8'

0.8'

0.9' 1.0' 1.2' 1.4' 1.6' 1.6' 1.7' 2.6' 2.7' 2.8' 2.8' 2.9' 3.0' 3.0' 3.5' 4.0'

FINDINGS

Non-detect Non-detect Potentially affected soil Waste mixed with soil, 1.3' thick Waste mixed with soil, 0.5' thick Waste 1.0' thick Potentially affected soil Potentially affected soil Potentially affected soil Potentially affected soil Non-detect Potentially affected soil Waste mixed with soil, 0.7' thick Waste mixed with soil, 1.3' thick Waste 0.4' thick Waste 1.2' thick Waste 3.0' thick

Non-detect

Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Waste 0:8^thick -Non-detect Waste 1.5' thick Waste 1.7' thick Waste 2.7' thick Waste, not fiilly penetrated Waste, not fully penetrated Waste 2.2' thick Waste 2.9' thick

AR101916

Page 3 of 4

TABLEB HAND AUGER SUMMARY

Barefoot Landfill Site Hollidaysburg, Pennsylvania

(cont.)

y %

m

AREA

F/G

G

H

COORDINAl'ES SOUTH

139

200 208 153 197 125 175 175 225 150 185 201 175 225 223 188 150 169 175 175 184

50 21 75 150 88 131 0 0 19 50 100 121 123 53 100 76 112 44 100 100 131

WEST

800

915 783 875 764 850 755 900 875 825 789 820 838 825 775 886 860 787 775 800 820

960 925 850 897 925

942.5 968 945 957 922 850 911 877 904 975 900 928 943 925 950 896

TOTAL DEPTH

2.8'

1.2' 1.2' 1.4' 1.4' 1.5' 1.5' 1.5' 1.5' 1.8' 1.9' 2.0' 2.1 ' 2.1' 2.2' 2.3' 2.5' 2.5' 2.5' 2.8' 3.5'

1.0' 1.2' 1.5' 1.5' 1.7' 1.7' 1.8' 1.8' 1.8' 1.8' 2.0' 2.0' 2.0' 2.1' 2.1' 2.2' 2.6' 2.8' 2.8' 3.3' 3.9'

FINDINGS

Waste 2.3' thick

Non-detect Potentially affected soil Non-detect Non-detect Non-detect Non-detect Non-detect Potentially affected soil Waste 0.9' thick Waste 1.4' thick Waste 1.0' thick Waste 0.5' thick Waste 1.5' thick Potentially affected soil Waste 1.5' thick Dicolored soil Waste 1.8' thick Waste 1.7' thick Waste 1.5' thick Waste 1.2' thick

Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Potentially affected soil Potentially affected soil Potentially affected soil Potentially affected soil Potentially affected soil Non-detect Non-detect Potentially affected soil Waste 0.2' thick Potentially affected soil Potentially affected soil Potentially affected soil Potentially affected soil

AR101917

Page 4 of 4

TABLE B HAND AUGER SUMMARY

Barefoot Landfill Site Hollidaysburg, Pennsylvania

(cont.)

COORDINATES AREA

I

North of

E,F,H

SOUTH

170 150 185 200 265 208 215 228 235 276 250 250 251 203 162 175 240 275 250 250 266 270 250 250 175 232 250

30 42 50 50 56

WEST

960 975 957 975 939 960 947 936 990 950 1010

960 905.5

950 975 995 950 1014

970 980 917 992 925 990 975 952 952

700 825 850 800 720

TOTAL DEPTH

0.6' 1.0' 1.0' 1.0' 1.0' 1.2' 1.2' 1.2' 1.3' 1.4' 1.6' 1.7' 1.7' 1.8' 1.8' 1.8' 1.8' 1.8' 2.0' 2.0' 2.0' 2.0' 2.3' 2.3' 3.0' 3.0' 3.1'

1.0' 1.0' 1.0' 1.0' 1.2'

FINDINGS

Non-detect Non-detect Waste mixed with soil, 0.2' thick Non-detect Non-detect Waste 0.2' thick Non-detect Non-detect Non-detect Non-detect Non-detect Potentially affected soil Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Potentially affected soil Non-detect Non-detect Non-detect Potentially affected soil Potentially affected soil Waste 0.5' thick Potentially affected soil Waste 0.8' thick

Non-detect Non-detect Non-detect Non-detect Non-detect

NOTES: 1. Non-detect indicates background levels of VOCs as measured with an HNu photoionization device. 2. Potentially affected soils indicte above background levels of VOCs as measured with an HNu photoionization device.

JCQ/jmi/TJD [PA-40O-9OJ 52018.06

AR101918

•

TABLEC DRILL RIG PROBE SUMMARY

Barefoot Landfill Site Hollidaysburg, Pennsylvania

AREA

A

C

D

COORDINATES SOUTH

192 298 358 313 225 343 256 275 317 378 317 270 295 230 165 339 311 340 367 187 173 231 270 205 337 248

383

375 352

WEST

635 671 650 708 663 610 700 485 493 700 630 637 742 468 538 562 570 738 725 487 675 621 612 550 680 504

755

975 1044

TOTAL DEPTH

3.0' 3.1' 3.7' 3.8' 3.9' 4.3' 4.3' 4.5' 4.8' 4.9' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.1' 5.1' 5.1 ' 5.5' 14.5'

5.0'

5.0' 5.0'

FINDINGS

Potentially affected soil Potentially affected soil Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect Potentially affected soil Potentially affected soil Non-detect Non-detect Non-detect Non-detect Potentially affected soil Potentially affected soil Non-detect Non-detect Non-detect Potentially affected soil Potentially affected soil Potentially affected soil Potentially affected soil Potentially affected soil

Non-detect

Non-detect Non-detect

AR101919

AREA

•

H

„ Page 2 of 3

TABLE C % DRILL RIG PROBE SUMMARY

Barefoot Landfill Site Hollidaysburg, Pennsylvania

(cont.)

y %

COORDINATES SOUTH

89 69 90

North 29

138 57 171 101 145 50 130 89 7 3

137 105 131

57 80 124

237 253 254 220 170 203

North 9 55

South 140 59

WEST

594 627 549

West 641

607 586 612 653 650 670 682 697 607 705 631 593 636

773 830 750

796 825 845 880 885 758

West 959 977

West 925 890

TOTAL DEPTH

3.0' 3.0' 4.8'

5.0'

5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.4' 5.5' 17.0'

5.0' 5.0' 5.5'

5.0' 5.0' 5.0' 5.0' 5.0' 6.0'

5.0' 5.5'

4.0' 5.0'

FINDINGS

Waste Potentially affected soil Non-detect

Non-detect

Non-detect Non-detect Potentially affected soil Potentially affected soil Potentially affected soil Non-detect Non-detect Non-detect Non-detect Non-detect Potentially affected soil Potentially affected soil Potentially affected soil

Non-detect Non-detect Non-detect

Non-detect Non-detect Non-detect Non-detect Non-detect Non-detect

Potentially affected soil Non-detect

Non-detect Non-detect

AR101920

<vr ,\<r-.y

i

AREA

H (cont.)

I

North of E , F , H

TABLE C DRILL RIG PROBE SUMMARY

Barefoot Landfdl Site Hollidaysburg,

COORDINATES SOUTH

25 25 72 105

281 212 295 229 205 155 189 270 149 197 290 254 255

5 80 25

WEST

975 921 960 965

881 954 918 983 955 1008 943 952 963 986 850 910 1009

825 880 900

Pennsylvania (cont.)

TOTAL DEPTH

5.0' 5.0' 5.0' 5.0'

3.0' 3.5' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.1' 5.1' 5.5'

5.0' 5.0' 6.5'

I<INDINGS

Non-detect Non-detect Non-detect Non-detect

Potentially affected soil Waste 0.3' thick Non-detect Non-detect Potentially affected soil Non-detect Non-detect Non-detect Potentially affected soil Non-detect Non-detect Potentially affected soil Non-detect

Non-detect Non-detect Potentially affected soil

Page 3 of 3 -^

NOTES: 1. Non-detect indicates background levels of VOCs as measured with an HNu photoionization device. 2. Potentially affected soils indicted by above background levels of VOCs as measured with an HNu photoionization device.

ICQ/jmk/TJD [PA-S^90b] S2DI8.W

AR101921