br302252 · head recovery va horner till i well g-4 s->-test no. 4 berks landrll 1^0-34. ......
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NOVEMBER 1084 TABLE 1 , 813-6773REMEDIAL INVESTIGATION, BERKS LANDFILL
SUMMARY OF HYDROGEOLOGIC TEST RESULTS
WELL • G-4TESTNO. • ' . - ' . . - : , . - 4 - - . . ' •
DRILL ROD DIAMETERBOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTH TESTEDDEPTH RANGE OF TESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UP 'TOP OF CASINO ELEVATIONGROUND SURFACE ELEVATION
1 • ' - - , ' - ' I * _ ' - - ' . '
DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION
INITIAL HYDRAULIC HEAD (Hi)HYDRAULIC HEAD AT THE BEGINING OF SLUG TEST (Ho*)MAXIMUM HYDRAULIC HEAD DIFFERENCE (Hi- Hot) ,HYDRAULIC HEAD AT THE BEGINING OF RECOVERY TEST (Hoi)HYDRAULIC HEAD DIFFERENCE (Ho»- HOT)
TEST ELAPSED TIME TO BEGINING OF SLUG TEST (t:T«0)TEST ELAPSED TIME TO BEGININQ OF RECOVERY TEST ft T • 0) ,
2.65 INCH3.78 INCH
277.00 FT BGS -
,20.60 FT135.05 FT BGS TO 166.45 FT BGS158.45 FT BGS TO 277.00 FT BGS0.10 FT BGS TO 133.05 FT BGS
13.00 FT465.00 FTMSL :. " .482.00 FTMSL .
12.10 FEET BELOW TOO452.81 .FTMSL
452.05 FT420.76 FT23 0 FT
. 448.61 FT16.78 FT
20.13 MIN32.33 MIN
SLUG TESTRESULTS OF HVORSLEV ANALYSIS
(W-H1V(HI-H2)(T2-Tl)x60HYDRAULIC CONDUCTIVITY
TR2DATA16.76102.00 SEC6.0E-04 CM/S
RECOVERYTESTRESULTS OF HORNER ANALYSIS
AVERAGE FLOW RATEd(HYDRAUUC HEAD)/dILOQ CT/T)1HYDRAULIC CONDUCTIVITY ,
1.3804 GPMNANA CM/S
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NOVEMBER 1894 TABLE 1 013-6773• BERKS LANDFILL. REMEDIAL INVESTIGATION
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WELL G-4TESTNO. $
DRILL ROD DIAMETERBOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTHTESTEDDEPTH RANGEOFTESTED ZONEZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION ' . . ^ '.
DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION - , " . ' .
INITIAL HYDRAULIC HEAD (Hi)HYDRAULIC HEAD AT START OF SLUG TEST (Hos)MAXIMUM HYDRAULIC HEAD DIFFERENCE (Hi • Hos) 'HYDRAULIC HEAD AT START OF RECOVERY TEST (Hot)HYDRAULIC HEAD DIFFERENCE (Hos - Hor)
ELAPSED TIME TO START OF SLUG TEST ft T«0) 'ELAPSED TIME TO START OF RECOVERY TEST ft T«0)
2*5 INCH3.78 INCH
277.00 FT BGS
20.60 FT115.85 FT BGS TO 138.45 FT BGS138.45 FT BGS TO 277.00 FT BGS0.46 FT BGS TO 113.05 FT BGS
3.00 FT465.00 FTMSL482.00 FTMSL •
12:48 FEET BELOW TOO452.64 FTMSL
452.69 FT434.91 FT17.68 FT452.64 FT17.63 FT
41.00 MIN43.63 MIN
1 • • • • • •
SLUG TESTRESULTS OF HVORSLEV ANALYSIS
(HI-H1V(Hi-H2) : " ' . "(T2-T1)JC60HYDRAULIC CONDUCTIVITY ,
TR2DATA TR4DATA6 3 . - 6.73
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RECOVERY TEST . .RESULTS OF HORNER ANALYSIS
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WELL G-4TEST NO. 6 DUPLICATE
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LENGTH TESTEDDEPTH RANGE OF TESTED ZONEZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
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ELAPSED TIME TO START OF SLUG TEST (t; T«0)ELAPSED TIME TO START OF RECOVERY TEST (t: T«0)
2.65 INCH3.78 INCH
277.00 FT BGS
.20.80 FT116.85 FT BGS TO 13645138.45 FT BGS TO 277.008 7 FT BGS TO 116.85
3JX> FT465.00 FTMSL462.00 FTMSL
12.27 FEET BELOW TOO452.73 FTMSL
452.88 FT435 6 FT17.63 FT452.W FT17.47 FT
38.23 MIN .40.63 MIN
FT BGSFT BGSFT BGS
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SLUGTEST .RESULTS OF HVORSLEV ANALYSIS
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TR2DATA TR4DATA1.82 - NA40.20 SEC 40.20
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RECOVERYTEST iRESULTS OF HORNER ANALYSIS
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WELL , . G-4TESTNO. 6
DRILL ROD DIAMETERBOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTH TESTEDDEPTH RANGE OF TESTED ZONEZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
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.. 40.70 MIN41.83 MIN
FT BGSFT BGSFT BGS
' • ' . • • • ' - . ' . . . .
SLUG TEST ' 'RESULTS OF HVORSLEV ANALYSIS
(Hi-H1V(Hi-H2)(T2-T1)X60HYDRAULIC CONDUCTIVITY
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RECOVERYTESTRESULTS OF HORNER ANALYSIS
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LENGTHTESTED. .DEPTH RANGE OF TESTED ZONEZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
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DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION -
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3.00 FT465.00 FTMSL462.00 FTMSL
12.40 FEET BELOW TOO452.60 FTMSL
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23.47 MIN '25 7 MIN
SLUG TESTRESULTS OF HVORSLEV ANALYSIS .
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DRILL ROD DIAMETERBOREHOLE DIAMETERBOREHOLE DEPJH (FEET BELOW GROUND SURFACE) ' . _ . "
LENGTH TESTEDDEPTH RANGE OF TESTED ZONEZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION '
DEPTH TO WATER PELOW TOP OF CASING)GROUNDWATER ELEVATION
INITIAL HYDRAULIC HEAD (HOHYDRAULIC HEAD AT START OF SLUG TEST (Hos) vMAXIMUM HYDRAULIC HEAD DIFFERENCE (Hi - Hos)HYDRAULIC HEAD AT START OF RECOVERY TEST (Hot)HYDRAULIC HEAD DIFFERENCE (Hot -Hor)
ELAPSED TIME TO START OF SLUG TEST (t;T«0)ELAPSED TIME TO START OF RECOVERY TEST (t; T'«0)
2.65 INCH3.78 INCH
277.00 FTBGS
20.60 FT65.05 FT BGS TO 76.45 FTBGS78.45 FT BGS TO 277.00 FTBGS8.40 FT BGS TO 63.85 FTBGS
3.00 FT465.00 FTMSL462.00 FTMSL
12.40 FEETBELOWTOC452.60 FTMSL
451.45 FT r , ....••444.11 FT7.34 FT
451.15 FT7.04 FT
68.72 MIN60.37 MIN ,
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SLUG TESTRESULTS OF HVORSLEV ANALYSIS
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WELL G-4TEST NO. , • DUPLICATE
DRILL ROD DIAMETERBOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTH TESTED "DEPTH RANGE OF TESTED ZONEZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL .
STICK-UP,TOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
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12.38 FEET BELOW TOO452.62 FTMSL ,
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8.66 FT452.62 FT
8.54 FT
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•' -. . '; • . • ' . . ' . ' • . . ' .'.'. • •SLUG TESTRESULTS OF HVORSLEV ANALYSIS ' .,
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SUMMARY OF HYDROGEOLOGIC TEST RESULTS .
WELL G-4TESTNO. 8
DRILL ROD DIAMETER ,BOREHOLE DIAMETER
LENGTHTESTED .DEPTH RANGE OF TESTED ZONEZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
DEPTH TO WATER (BELOW TOP OF CASING) '.''"-GROUNDWATER ELEVATION > •'
INITIAL HYDRAULIC HEAD (Hi)HYDRAULIC HEAD AT START OF SLUG TEST (Hos)MAXIMUM HYDRAULIC HEAD DIFFERENCE (HI - Hos)HYDRAULIC HEAD AT START OF RECOVERY TEST (Hot)HYDRAULIC HEAD DIFFERENCE (Hos - Hot)
ELAPSED TIME TO START OF SLUG TEST (t: T-0)ELAPSED TIME TO START OF RECOVERY TEST (t: r-0)
2.65 INCH3.78 INCH
277.00 FTBGS
20.60 FT35.85 FT BGS TO 66.4568.45 FT BGS TO 277.008.00 FT BGS TO 33.85
3.00 FT465.00 FTMSL462.00 FTMSL
12.00 FEET BELOW TOO ,453.00 FTMSL
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40.77 MINNA MIN
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NOVEMBER 1994 TABLE1 913-6773BERK3 LANDFILL. REMEDIAL INVESTIGATIONSUMMARY OF HYDROGEOLOGIC TEST RESULTS
WEU. G-4TESTNO. 10
DRILL ROD DIAMETERBOREHOLE DIAMETER ,BOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTH TESTEDDEPTH RANGE OP TESTED ZONEZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION . '
INITIAL HYDRAULIC HEAD (HI)HYDRAULIC HEAD AT START OF SLUG TEST (Hot)MAXIMUM HYDRAULIC HEAD DIFFERENCE (HI -Hoi) ,HYDRAULIC HEAD AT START OP RECOVERY TEST (Hoi) 'HYDRAULIC HEAD DIFFERENCE (Ho»- Hor) '
ELAPSED TIME TO START OF SLUG TEST (C T-0)ELAPSED TIME TO START OF RECOVERY TEST (ft T«0)
2.55 INCH3.78 INCH
277.00 FTBQ3
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11.60 FEET BELOW TOC453.40 FTMSL >
458.48 FT .468.78 FT - '11.31 FT461.71 Ft8.03 FT '
48.48 MIN71.75 MIN
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SLUGTESTRESULTS OP HVORSLEV ANALYSIS '
(W-H1V(HI-H2)(T2-T1)X60HYDRAULIC CONDUCTIVITY
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SUMMARY OF HYDROGEOLOGIC TEST RESULTS
WELL G-6TESTNO. 1
DRILL ROD DIAMETERBOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTHTESTEDDEPTH RANGE OF TESTED ZONE .DEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION
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277.00 FTBGS
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8.92 FEET BELOW TOC609.08 FTMSL
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6.20 MIN11.67 MIN
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SLUGTESTRESULTS OF HVORSLEV ANALYSIS
(HI-H1WHI-H2) .(T2-T1)X60HYDRAULIC CONDUCTIVITY
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SUMMARY OF HYDROGEOLOGIC TEST RESULTS '
WELL ' G-6 v .TESTNO. 2. - '. . •
DRILL ROD DIAMETER 2.65 INCHBOREHOLE DIAMETER tJK INCHBOREHOLE DEPTH (FEET BELOW GROUND SURFACE) 277.00 FTBGS
LENGTHTESTED . . 25.70 FTDEPTH RANGE OF TESTED ZONE 237.00 FT BGS TO 211.30 FTBGSDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLE 243.10 FT BGS TO 277.00 FTBGSDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL 4.11 FT BGS TO 208.60 FTBGS
STICK-UP. 6.00 FTTOP OF CASING ELEVATION 618.00 FTMSLGROUND SURFACE ELEVATION./ , 613.00 FTMSL
DEPTH TO WATER (BELOW TOP OF CASING) --9.lt FEET BELOW TOOGROUNDWATERELEVATION 608.88 FTMSL
INITIAL HYDRAULIC HEAD (Hi) ' 608.54 FTHYDRAULIC HEAD AT THE BEGINING OF SLUG TEST (Hos) 489.76 FTMAXIMUM HYDRAULIC HEAD DIFFERENCE (Hi-Hos) ' 18.78 FTHYDRAULIC HEAD AT THE BEGINING OF RECOVERY TEST (Hor) '. ... 606.33 FTHYDRAULIC HEAD DIFFERENCE (Hos-Hor) ,16.57 FT
TEST ELAPSED TIME TO BEGINING OF SLUG TEST (t;T*0) 21.33 MINTEST ELAPSED TIME TO BEGINING OF RECOVERY TEST (t;T«0) 46.27 MIN
SLUG TESTRESULTS OF HVORSLEV ANALYSIS
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TR4DATA2.27
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SUMMARY OF HYDROGEOLOGIC TEST RESULTS ,
WELL G-6TESTNO. ' • • .. ' _ • - ' ' . * . : ' • . • ' ' • ' • . ' • . ' ' - • . . '
DRILL ROD DIAMETER 2.65 INCHBOREHOLE DIAMETER 6.25 INCHBOREHOLE DEPTH (FEET BELOW GROUND SURFACE) 277.00 FTBGS •
LENGTHTESTED 25.70 FTDEPTH RANGE OF TESTED ZONE 212.00 FT BGS TO 188.80 FTBGSDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLE 213.10 FT BGS TO 277.00 FTBGSDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL . 4.00 FT BGS TO 183.60 FTBGS
STICK-UP 6.00 FTTOP OF CASING ELEVATION 618.00 FTMSL ''GROUND SURFACE ELEVATION • 613.00 FTMSL
DEPTH TO WATER (BELOW TOP OF CASING) ' 0.00 FEET BELOW TOCGROUNDWATERELEVATION 609.00 FTMSL .,
INITIAL HYDRAULIC HEAD (Hi) . 608.82 FTHYDRAULIC HEAD AT THE BEGINING OF SLUG TEST (Ho«) 493.05 FTMAXIMUM HYDRAULIC HEAD DIFFERENCE (Hi-Ho*) 14.67 FTHYDRAULIC HEAD AT THE BEGINING OF RECOVERY TEST (Hor) 603.35 FTHYDRAULIC HEAD DIFFERENCE (Hos- Hor) 0.40 FT
TEST ELAPSED TIME TO BEGINING OF SLUG TEST (t;T«0) 6.27 MINTEST ELAPSED TIME TO BEGINING OF RECOVERY TEST (t;T'»0) 17.07 MIN _______
SLUG TESTRESULTS OF HVORSLEV ANALYSIS
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WELL G-6TESTNO. 4
DRILL ROD DIAMETERBOREHOLE DIAMETER <
LENGTHTESTEDDEPTH RANGE OFTESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
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INITIAL HYDRAULIC HEAD (Hi)HYDRAULIC HEAD AT THE BEGINING OF SLUG TEST (Ho*)MAXIMUM HYDRAULIC HEAD DIFFERENCE p - Hot)HYDRAULIC HEAD AT THE BEGINING OF RECOVERY TEST (Kor)HYDRAULIC HEAD DIFFERENCE (Hos - Hot)
TEST ELAPSED TIMETO BEGINING OF SLUG TEST (C T -0)TESTELAPSEDTIMETOBEGININGOFRECOVERYTESTftr.O) /
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877.00 FTBGS
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4.14 FT BGS TO 168.60 FTBGS
6.00 FT618.00 FTMSL619.00 FTMSL
8.14 FEET BELOW TOC608.86 FTMSL •
608.00 FT490.88 FT •17.12 FT602.26 FT11.38 FT
10.30 MIN03 3 MIN '
• ' . . ' - . ; •.':'• , ' • ' . . . . . _ •
SLUG TESTRESULTS OF HVORSLEV ANALYSIS . •
(Hi-H1V(Hi-H2)(T2-T1)X60HYDRAULIC CONDUCTIVITY
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SUMMARY OF HYDROGEOLOGIC TEST RESULTS
WELL ' G-6TESTNO. 6 .
DRILL ROD DIAMETERBOREHOLE DIAMETER ' . .
LENGTHTESTEDDEPTH RANGE OF TESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION
INITIAL HYDRAULIC HEAD (Hi) ' 'HYDRAULIC HEAD AT THE BEGINING OF SLUG TEST (Hot)MAXIMUM HYDRAULIC HEAD DIFFERENCE (Hi • Hot)HYDRAULIC HEAD AT THE BEGINING OF RECOVERY TEST (Hor)HYDRAULIC HEAD DIFFERENCE (Hos - Hor)
TEST ELAPSED TIME TO BEGINING OF SLUG TEST ft T « 0)TEST ELAPSED TIME TO BEGINING OF RECOVERY TEST (t; T « 0)
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277.00 FTBGS
25.70 FT162.00 FT BGS TO 138.30168.10 FTBQSTO 277.00, 455 FT BGS TO 133.60
6.00 FT518.00 FTMSL613.00 FTMSL
0.25 FEET BELOW TOO608.75 FTMSL
606.10 FT40U3 FT14.87 FT604.82 FTis.es FT24.17 MIN44.03 MIN
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SLUGTESTRESULTS OF HVORSLEV ANALYSIS
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DRIU ROD DIAMETERBOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTHTESTEDDEPTH RANGE OF TESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL ,
STICK-UP • • • . . .TOP OF CASING ELEVATIONGROUND SURFACE ELEVATION N
DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION
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6.00 FT- 618.00 FTMSL613.00 FTMSL ,
B.02 FEET BELOW TOO608.68 FTMSL
618.87 FT480.82 FT • .29.0C FT -498.11 FT«.18 FT
32.80 MIN85.10 MIN
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SUMMARY OF HYDROGEOLOG1C TEST RESULTS
WELL G-6TESTNO. 7
DRILL ROD DIAMETER ^BOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTHTESTEDDEPTH RANGE OF TESTED ZONE 'DEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION
INITIAL HYDRAULIC HEAD (Hi) .HYDRAULIC HEAD AT THE BEGINING OF SLUG TEST (Hos)MAXIMUM HYDRAULIC HEAD DIFFERENCE (HI - Hos)HYDRAULIC HEAD AT THE BEGINING OF RECOVERY TEST (Hot)HYDRAULIC HEAD DIFFERENCE (Hos -HOI)TEST ELAPSED TIME TO BEGINING OF SLUG TEST ft T • 0)TEST ELAPSED TIME TO BEGINING OF RECOVERY TEST ft T* « 0)
2.65 INCH6.25 INCH
277.00 FTBGS
25.70 FT112.00 FT BGS TO 36.30118.10 FT BGS TO 277.004.63 FT 60S TO 83.60
6.00 FT618.00 FTMSL613.00 FTMSL
8.63 FEET BELOW TOO608.47 FTMSL
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33.37 MIN62.10 MIN
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: • • " ' . - . ' ' • • - • . . • ' • , ' • • • . •
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SUMARY OF HYDROGEOLOGK5 TEST RESULTS
WELL G-6TESTNO. • , ' . . - . . 8 .
DRILL ROD DIAMETERBOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTHTESTEDDEPTH RANGE OF TESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OFfiOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
DEPTH TO WATER (BELOW TOP OF CASING) 'GROUNDWATER ELEVATION
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TEST ELAPSED TIME TO BEGINING OF SLUG TEST (t; T" 0)TEST ELAPSED TIME TO BEGINING OF RECOVERY TEST (1; T1 . 0)
£.55 INCH€.25 INCH
277.00 FTBGS
25.70 FT82.00 FT BGS TO 60.3083.78 FT BGS TO 277.004.32 FT BGS TO 88.30
6.00 FT618.00 FTMSL .613.00 FTMSL
8.32 FEET BELOW TOO608.68 FTMSL
608.37 FT607,76 FT1*1 FT
608.12 FT1 M FT
23.17 MIN26.03 MIN
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DRIU ROD DIAMETER 'BOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTHTESTED . 'DEPTH RANGE OF TESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATION ' .GROUND SURFACE ELEVATION
DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION
INITIAL HYDRAULIC HEAD (HI)HYDRAULIC HEAD AT THE BEGINING OF SLUG TEST (Hot)MAXIMUM HYDRAULIC HEAD DIFFERENCE (HI - Hos)HYDRAULIC HEAD AT THE BEGINING OF RECOVERY TEST (Hoi)HYDRAULIC HEAD DIFFERENCE (Hot - Hor)
TEST ELAPSED TIME TO BEGINING OF SLUG TEST (t; T « 0)TEST ELAPSED TIME TO BEGINING OF RECOVERY TEST (t; T • 0)
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277.00 FTBGS
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6.00 FT618.00 FTMSL613.00 FTMSL
8.18 FEET BELOW TOC608.82 FTMSL
818J1 !FT617 7 FT •
1.64 FTNA FTNA FT
24.07 MINNA MIN
' ' • . ' - . ' • • • . i • • • \ ' •SLUG TESTRESULTS OF HVORSLEV ANALYSIS •
(Hi-H1)/[HI-H2)(T2-T1)X60HYDRAULIC CONDUCTIVITY
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WELL : G-13TESTNO. '. 1
DRILL ROD DIAMETERBOREHOLE DIAMETER /BOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTHTESTED . .DEPTH RANGE OF TESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UP / - - • ' .TOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
DEPTH TO WATER (BELOW TOP OF CASING) "' xGROUNDWATER ELEVATION
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TEST ELAPSED TIME TO BEGINING OF SLUG TEST fcT-0) .TEST ELAPSED TIME TO BEGINING OF RECOVERY TEST (t; T - 0)
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170.00 FTBGS
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0.80 FT450.80 FTMSL450.00 FTMSL
20.80 FEET BELOW TOC430.00 FTMSL
431.35 FT427.81 FT8.64 FT ' . ' . ' . '
430.48 FT8.68 FT
33.82 MIN34.70 MIN
' • - ' ,• . ' . • . ' ' • • ' ' . ' . . ' . • , . ' " "SLUGTESTRESULTS OF HVORSLEV ANALYSIS
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29.08 MIN31.42 MIN
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DRILL ROD DIAMETERBOREHOLE DIAMETERBOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTH TESTED 'DEPTH RANGE OF TESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UPTOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
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170.00 FTBGS
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7.78 FT
21.60 MIN23.17 MIN
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SLUGTESTRESULTS OF HVORSLEV ANALYSIS •
(Hi-H1WHI-H2)(T2-T1)x60 -HYDRAULIC CONDUCTIVITY
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LENGTHTESTEDDEPTH RANGE OF TESTED ZONE ,DEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
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23.62 MIN25.17 MIN
SLUG TESTRESULTS OF HVORSLEV ANALYSIS
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LENGTH TESTEDDEPTH RANGE OF TESTED ZONE '•DEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
STICK-UP ,TOP OF CASING ELEVATIONGROUND SURFACE ELEVATION
DEPTH TO WATER (BELOW TOP OF CASING)GROUNDWATER ELEVATION
INITIAL HYDRAULIC HEAD (HI)HYDRAULIC HEAD AT THE BEGINING OF SLUG TEST (Hos)MAXIMUM HYDRAULIC HEAD DIFFERENCE (HI -Hos)HYDRAULIC HEAD AT THE BEGINING OF RECOVERY TEST (Hor)HYDRAULIC HEAD DIFFERENCE (Hos T Hor)
TEST ELAPSED TIME TO BEGINING OF SLUG TEST ft: T • 0)TEST ELAPSED tlME TO BEGINING OF RECOVERY TEST (t. T « 0)
2.76 INCH .6.76 INCH
170.00 FTBGS
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428.67 ,FT4.43 FT
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SLUG TEST •RESULTS OF HVORSLEV ANALYSIS
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WELL G-13TESTNO. ~ -•' 7
DRILL ROD DIAMETER .BOREHOLE DIAMETER .BOREHOLE DEPTH (FEET BELOW GROUND SURFACE)
LENGTH TESTEDDEPTH RANGE OF TESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLY TO WATER LEVEL
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SUMMARY OF HYDROGEOLOGIC TEST RESULTS
WELL . . . G-13TESTNO. 8
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LENQTHTESTEDDEPTH RANGE OF TESTED ZONEDEPTH OF ZONE BELOW PACKER ASSEMBLY TO BOTTOM OF BOREHOLEDEPTH OF ZONE ABOVE PACKER ASSEMBLYTO WATER LEVEL
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' . . ' ' ' •' . • ^ :SLUG TESTRESULTS OF HVORSLEV ANALYSIS
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NOVEMBER 1894 . x . . TABLE 1 813-6773' REMEDIAL INVESTIGATION. BERKS LANDFILLSUMMARY OF HYDROGEOLOGIC TEST RESULTS
WELL , . 6-13TESTNO. 8 .
DRILL ROD DIAMETER 2.76 INCHBOREHOLE DIAMETER 6.60 INCHBOREHOLE DEPTH (FEET BELOW GROUND SURFACE) 170.00 FTBGS
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STICK-UP 0.80 FTTOP OF CASING ELEVATION ' 450.80 FTMSL •GROUND SURFACE ELEVATION • ' 450.00 FTMSL
DEPTH TO WATER (BELOW TOP OF CASING) , 20.80 FEET BELOW TOGGROUNDWATERELEVATION 430.00 FTMSL
INITIAL HYDRAULIC HEAD (HI) 459.16 FTHYDRAULIC HEAD AT THE BEGINING OF SLUG TEST (Hos) . 402.47 FTMAXIMUM HYDRAULIC HEAD DIFFERENCE (HI-Hoe) . 55.68 FT ~HYDRAULIC HEAD AT THE BEGINING OF RECOVERY TEST (Hor) 403.02 FTHYDRAULIC HEAD DIFFERENCE (Hos-Hor) 0.65 FT
TEST ELAPSED TIME TO BEGINING OF SLUG TEST (t;T«0) 23.67 MINTEST ELAPSED TIME TO BEGINING OF RECOVERY TEST (t;T«0) , 62.60 MIN ,
SLUG TESTRESULTS OF HVORSLEV ANALYSIS
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APPENDIX D
PHASE 1A, PHASE IB, AND PHASE 1C SAMPLING AND ANALYSES PROCEDURES
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APPENDIX D* • - -
PHASE 1A, IB, AND 1C SAMPLING AND ANALYSES PROCEDURES
This Appendix provides a detailed discussion of the environmental sampling andanalyses conducted during Phases 1A, IB, and 1C of the RI.
Phase 1A Groundwater Monitoring Well Sampling and Analyses
The following nine groundwater monitoring wells were sampled during Phase 1A:
» C-3S (existing deep open borehole, downgradient of Wood Dump);
• C-3D (existing deep open borehole, downgradient of Wood Dump);
• C-5 (existing deep open borehole, downgradient of eastern landfill);
• MP-18S (existing shallow screened well, in area of former landfillequipment maintenance quonset hut, and downgradient of easternlandfill);
• MP-16 (existing shallow screened well, downgradient of Stabatrolarea); ..
• GR-18D (replacement for MP-18D, deep screened well, downgradientof eastern landfill); N
,, • G-l (new, shallow screened well, downgradient of western landfill);
• G-2 (new, shallow screened well, south and upgradient of Site); and,
• G-3 (new, shallow screened well, south and upgradient of Site).
Each monitoring well was purged prior to sampling until at least three wellvolumes were removed and field pH, temperature (T), and specific conductance(SQ readings stabilized. On limited occasions, where well recovery was slow, thewell was evacuated and allowed to recover prior to sampling. Grouhdwater
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samples were collected using new, decontaminated teflon bailers. Each monitoringwell was fitted with a dedicated bailer. Laboratory sample bottles were filleddirectly from the teflon bailers, except for samples for filtered metals which werefield filtered.prior to being placed in the oamplo botflos|
All groundwater samples were analyzed for the complete list of TCL and TALparameters (including both filtered and unfiltered metals) and inorganic list A andB constituents. In addition, field measurements of pH, T, and SC were recordedduring sampling.• ' • . . ' / ' • • ' ' • . • • ' •
TetraTech provided oversight of the groundwater sampling procedures, andcollected a split sample from" monitoring well G-l.
Phase 1A Residential and Business Well Sampling and Analyses. ; ; . • ' • . - ' - • " • . • / . - • • . ; - : ; • • • • • , - \ .The following thirteen residential wells and one business well (Auction House)were sampled during Phase 1A:
• Nein residence; '
• Cass residence; <
• Roberts residence;
• • • . . . Reifsnyder residence;'• ' . ' . • • ' • • .• > •. • • - •• • /•
• Heinz residence;. . - : ' ' ' , . •
• Buller residence (shallow well);. - " ; ' . ' , • ' - ] , ' -• . - . . - . '
• Buller residence (deep well);
• Berkel residence; "
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• Breitegam residence (presently Bino);
• Faust residence;
• Bechtald residence;
• Cremer residence; and,••• v . • ' . . '
» Auction House well.
The Nein and Cass residences and the Auction House well are located within theSite boundary. All other residential wells are located off-site.
Similar to monitoring well sampling, each residential and business well waspurged and pH, T, and SC readings were recorded prior to and during thecollection of groundwater samples. Laboratory sample bottles were filled directlyfrom the hard piped spigot at each location. '
Each residential and business well sample was analyzed for TCL VOCs. Inaddition, the Nein, Roberts and Cass residence well samples were analyzed forTCL SyOCs and P/PCBs and TAL metals and cyanide.
TetraTech observed the residential well sampling procedures and collected a splitsample of the Nein residence well. . . .
Phase 1A Surface Water Sampling and Analyses
The Work Plan specified three locations for surface water sampling during Phase1A: SW-6 (Station K); SW-7 (Station C); and SW-8 (Station D). The location of thesurface water samples were selected at pooled reaches of the stream where thestream velocity was lowest (potentially worst-case locations) immediatelydownstream of the eastern and western landfill. Surface water samplingproceeded from the furthest downstream location (SW-8) to the upstream location
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(SW-6). Surface water samples were collected by direct immersion of laboratoryv / " . ' • - . ' • • • . - • • , • • : ' • ' - • 'V J ' _..-__;_1 • l_^*<1 . .!_ _.i ll.** ~.£ j.1_A Ai___.l_. 'f'i ^ ^ ^ ^ f l ^ ^ iJt'f^ :J:-'^:' t•* sample Dotttes at trie centerime or me srxeain.i5Tj:!:.]E£!<a>ie;i3*®!j^
Each surface water sample was analyzed for TCL VOCs, SVOCs and P/PCBs andTAL metals (total) and cyanide. In addition, field measurements of pH, T, SC, anddissolved oxygen (DO) were recorded during sampling.
. ( . ' • ' " . . . - . • ' . .
TetraTech observed the surface water sampling procedures but did not split asurface water sample.
• - . ~\ . ' . ' ...
Phase IA Sediment Sampling and Analyses. - " . ' ' ' ' ' " • i ' ' . " •
The Work Plan specified three locations for sediment sampling during Phase IA:SED-5 (Station K); SED-6 (Station C); and, SED-8 (Station D). The locations of thesediment samples were selected at pooled, low flow velocity (potentially worst-caselocations) areas which contain a.greater proportion of fine-grained sedimentsrather than riffle and run areas of the stream which have higher proportions ofcoarse grained sediments immediately downstream from the eastern and westernlandfills. Sediment sampling proceeded from the furthest downstream location(SED-8) to the most upstream location (SED-5):
, ' ' - • • ' • ' '
Sediment samples were collected by scooping sediment directly off the stream bedusing decontaminated stainless steel spoons. A bucket with a hole cut out of thebottom was placed over the sediment sampling location to minimize the loss offines from the sample due to the stream current
A sediment sample for VOC analysis was collected from title stream centerline ateach location and added directly to laboratory bottles without mixing. Sedimentsamples for the remaining analyses were collected from several locations across the
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stream bed to form a composite sample which was thoroughly mixed in a stainless '' ,steel bowl prior to filling the laboratory bottles. "•
1 • • . . . • • :
Each sediment sample was analyzed for TCL VOCs, SVOCs, and P/PCBs and TALmetals and cyanide.
TetraTech observed the sediment sampling procedures and collected a split of the 'sample collected at SED-6 (Station K). ' .
Phase 1A Soil Sampling and Analyses
The Work Plan specified the collection of six leachate impacted soil samples duringPhase 1A. Three of the samples (SI-EL, S2-EL, and S3-EL) were collected on theeastern landfill in separate quadrants and three samples (Sl-WL, S2-WL, and S&-WL) were collected on the western landfill in separate quadrants. Because thePhase 1A soil samples were designed to identify COPC in soil, the samplelocations were selected where leachate had contacted soils as determined by fieldobservations (potentially worst-case locations). These locations were initially
1 ' " ' ' 'identified by Colder during site reconnaissance and subsequently- approved byUSEPA and TetraTech in the field.
• • •i - ' ' ' ' . ' ' "
Each soil sample was analyzed tor TCL VOCs, SVOCs> and P/PCBs and TALmetals and CN. The samples for TCL SVOC, P/PCB and TAL constituent analyseswere collected from the surface to a depth of 6 inches using stainless steel scoops.
** ' • . • •These samples were first added to a stainless steel mixing bowl, thoroughly mixed,then added to laboratory sample bottles. The samples for TCL VOC analyses werecollected from depths ranging from 12 inches to 24 inches below the surface usinga stainless steel bucket auger. The VOC samples were transferred directly fromthe sampling equipment to the laboratory sample bottles without mixing.
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TetraTech observed the soil sampling procedures and collected a split sample fromlocation S2-EL
Phase 1A Leachate Sampling and Analyses, " . ' - • • , . • • »
The Work Plan specified the collection of six leachate seepage samples and oneleachate lagoon sample during Phase 1A. Three leachate seepage samples werecollected on the eastern landfill (LI-EL, L2-EL, and L3-EL) and .three leachateseepage samples were collected on the western landfill (Ll-WL, L2-WL; and L3-WL). The leachate lagoon sample was collected from both the.upgradient linedLagoon No. 1 and from manhole MH-1 locations.
Because the Phase 1A leachate samples were designed to identify COPC, thesamples were collected at apparent worst-case locations as determined by fieldobservations. The Phase 1A leachate seepage sample locations were initiallyidentified by Golder during site reconnaissance and subsequently approved byUSEPA and TetraTech in the field.
Prior to collecting the leachate seepage samples, depressions were hand dug usinga decontaminated shovel in order to allow a sufficient volume of leachate toaccumulate. Leachate seepage samples were collected from the depression usinga decontaminated 500 ml glass laboratory beaker which was used to fill thelaboratory sample bottles.
Samples Ll-WL and LI-EL were analyzed for the complete list of TCL and TALparameters". The remaining four leachate seepage samples L2-EL, L3-EL, L2-WL,and L3-WL were analyzed for TCL VOCs. In addition, field measurements of pH,T. and SC were also recorded during sampling.
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TetraTech observed the sampling protocols and collected a split sample from Ll-W L . " - ' - • ' . . • • • ' • • ' ' ; ' • ' ; ' • . ' • '
Manhole MH-1 is located at the confluence of the leachate collection drains for the .eastern and western landfills prior to discharge to lined Lagoon No. 1. It wasagreed to with USEPA and TetraTech that to minimize the loss of VOCs, theleachate lagoon sample for TCL VOCs would be collected from the manhole andmat samples for the remaining parameters be collected from lined Lagoon No. 1.
.', - • . ' . •' • . ••._'. -. . ; / . • ' - • .; - " v .The sample from MH-1 was collected using a dip sampler consisting of adecontaminated 500 ml laboratory glass beaker mounted on a 15-foot rod. Sampleswere transferred directly into laboratory VOC vials from the 500 ml beaker. Field'measurements of pH, T and SC were recorded during sampling.
The samples from lined Lagoon No. i were collected with a similar dip samplerwith a 6-foot rod. The glass beaker was inverted and pushed into the lagoon \• .. • . , ' . . • • . . , " ' ' • • • . ' -water to a depth of approximately 2 feet to 3 feet where it was slowly turned tothe upright position and allowed to fill. Laboratory sample bottles were then filleddirectly from the beaker. Field measurements of r3H, T and SC were recordedduring sampling.
The sample from MH-1 was analyzed for TCL VOCs. The samples from LagoonNo. 1 were analyzed for TCL SVOCs and P/PCBs, TAL constituents and inorganiclist A and B parameters. .
t . • . • ' •' '
Assessment of Stabatrol Area Material
Hollow stem auger borings (WL-A4, WL-A6, and WL-A8) were advanced todetermine location and depth of Stabatrol area materials. Subsequently/ boringsWL-A5, WL-A7 and WL-A9 were advanced for the collection of Stabatrol area .
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material samples. Three samples of the Stabatrol area materials were collectedusing decontaminated split spoons: SV-1 (from boring WL-A5),SV-2 (from boringWL-A7), and, SV-3 (from boring WL-A9). The split spoon samples were transferredto a stainless steel bowl, .thoroughly mixed, then placed in the laboratory samplebottles.
Each Stabatrol area sample was analyzed by the Toxicity Characteristic LeachingProcedure (TCLP) for the following metals: arsenic, barium, cadmium, chromium,lead, mercury, selenium, and silver.
TetraTech observed the sampling protocols and collected a split of sample SV-1.
Phase 1A Air Screening and Methane Survey
the objectives of the Phase 1A air monitoring program were to:
1) screen ambient air and landfill gas to assess the locations and typesof monitoring, if any, to be conducted during Phase IB;
2) screen ambient air and soil gas .to assist in the characterization of- ' certain areas including the Wood Dump and Stabatrol area; and,
3) assess the presence and potential for lateral migration of methanegas in the shallow subsurface.
; ' . ' / • •-...-.•. ' . • .•
In order to meet these, objectives, the following air .monitoring activities wereconducted during Phase 1 A:
! • • " . - • " " ' ' ' . ' ' •
• : " ambient air screening of VOC along traverses on each landfill, at theWood Dump, and Stabatrol area, and adjacent to leachate seepagelocations and leachate lagoons;
• screening of landfill gas from passive vents along traverses on eachlandfill, and in the Wood Dump and Stabatrol area; and,
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• monitoring of methane gas in the shallow subsurface.' '' - '• •'. ' • ' ' '.
The following paragraphs present a summary of the Phase 1A air monitoringactivities conducted.
Ambient Air MonitoringAmbient air was monitored for total non-methane VOCs and for methane.Monitoring occurred continuously and at 100-foot intervals along predefinedtraverses on both the eastern and western landfills, at grid spaced locations onboth the Stabatrol area and Wood Dump, at leachate seeps, and at each of thelagoons. At predefined locations ambient air measurements were generally madeat both 3 feet and 3 inches above the ground or liquid surface. Ambient air wasmonitored first using a 10.6 eV Photovac Microtip and then using a 10.2 eV HNuPI-101 photoionization detector (PID) for non-methane VOCs. Methane wasmonitored using an MSA 361 Combustible Gas Indicator (CGI).
. ; . • ' . • ,In addition, with concurrence from USEPA, a portable gas chromatograph wasused to provide semi-qualitative* and semi-quantitative information regarding thepresence of VOCs in ambient air.
Landfill Gas Monitoring •Landfill gas was measured in the following locations:
• below the ground surface along traverses crossing both the easternand western landfills;
• below the ground surface along grid spaced locations on both theWood Dump and Stabatrol area; and,
• within the passive vents.
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Initially, a PID (Photovac Microtip) was used to screen landfill gas in the shallowsubsurface and in the passive vents. The subsurface gas and passive vent readingsobtained were erratic and not reproducible. A second survey was conductedduring Phase 1A, using a HNu PID, which also produced similarly erraticreadings. Subsequently, with the concurrence of USEPA, a portable field gaschromatograph was used to screen the presence of VOCs in the subsurface at theStabatrol area, Wood Dump, and at the passive vents. It was expected that thereasons causing matrix interferences on the Photovac Microtip and HNuinstrumentation would be reduced by the chromatographic processes. Thesescreening results were used to select locations for more rigorous sampling andanalyses during Phase IB.
Methane Migration Survey , -Methane was monitored in bar-punch holes along the perimeter of each landfillusing a MSA 361 CGI. At locations where methane was detected above 5 percentof the lower explosive limit (LEL), additional measurements were made in a radialdirection from that point outward until readings less than 5 percent LEL weredetected.
Phase IB Groundwater Monitoring Well Sampling and Analysis
The following thirty-three wells were sampled during Phase IB and included tenexisting screened monitoring wells:
MP-3, MP-14D, MP-17>and,MP-6, MP-15S, MP-19S; NMP-11, MP-15D, ,MP-14S, MP-16S,
two existing shallow, open boreholes:
C-landC-2;, j ' •" . •. • .
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• ' . • • • • ' - : • ' • . - . ' • ' " • . ' Veight existing open boreholes retrofitted as screened monitoring wells:
C-3S, C-6S,C-3D, C-6D,C-4S, C-7S, andC-4D, C-7D; and,
• . . . ' • ' > 'thirteen screened, monitoring wells installed during Phase 1A or Phase IB:
G-l, G-6, G-12,G-2, G-7, G-13, and,G-3, G-8, GR-19D. . .G-4, ' G-10,G-5, G-ll,
In addition, groundwater from one mine drainage opening (MD-2) was sampled.
Each groundwater sample was analyzed for TCL VOCs and SVOCs and both total . ' J'and filtered metals. Field measurements of pH, T and SC were recorded duringsampling.
' . ' '' ' ' • .TetraTech observed sampling protocols arid collected a split of the sample collectedfrom monitoring wells C-4S and C-4D.
Phase IB Residential and Business Well Sampling and Analyses
The same residential and business well locations were sampled during Phase IBas they were during Phase 1A. As specified in the Work Plan, four quarters ofresidential well sampling are included in Phase IB.
/
All samples were analyzed for TCL VOCs. During the first and second quartersof Phase IB, samples from the Nein, Roberts and Cass residential wells were also
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analyzed for TCL SVOCs and TAL metals. In addition, field measurements for' • ' - ' • i
pH, T and SC were recorded during sampling. During the third quarter of PhaseIB, TCL VOCs were sampled in the Nein, Roberts, and Cass residential wells. Thefourth quarter of Phase IB (which will repeat the third quarter sampling) isscheduled for April 1994.
TetraTech observed sampling procedures and collected a split of the samplecollected from the Cass residence during the first quarter of Phase IB.
Phase IB Surface Water Sampling and Analyses
The Work Plan specified the collection of twelve surface water samples at locationsSW-1 through SW-12. Prior to sample collection, representatives from USEPA, USFish and Wildlife Service (USFWS), and Golder walked the streams anddrainageways at the Site and discussed and agreed upon the Phase IB surfacewater sampling and analysis program which was summarized in a letter to USEPAfrom Golder dated June 18, 1993. The agreed revisions to the Phase IB surfacewater sampling program as per USEPA and USFWS included the following:
• surface water samples would be collected from.locations SW-1through SW-4 and SW-9 through SW-12, as specified in the WorkPlan;
• surface water sample location SW-5 was deleted; ;
• surface water samples at locations SW-6, SW-7, and SW-8 weredeleted and replaced by sediment samples SED-5B, SED-6B, andSED-8B, respectively; and,
• new surface water sample location SW-13 was added.
. The sample at location SW-2 could not be collected. This location is believed tobe an ephemeral stream and was dry at the time of sampling.
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In summary, eight surface water samples were collected during Phase IB at thefollowing locations: -
SW-1 (Station A); SW-9 (Station G); SW-12 (Station F> and,SW-3 (Station I); SW-10 (Station L); SW-13 (Station J).SW-4 (Station H); . SW-11 (Station B);
Each surface water sample was analyzed for TCL VOCs and SVOCs and TALmetals (total) and CN. In addition, surface water samples were also analyzed foralkalinity, and hardness in the laboratory and T, pH, SC and dissolved oxygen(DO) in the field.
TetraTech observed the Phase IB surface water sampling procedures and collecteda split of sample SW-10:
Phase IB Sediment Sampling and Analyses
The Work Plan specified the collection of six sediment samples for COPC analyses(SED-1, SED-2, SED-3, SED-4, SED-7, and SED-11) and six sediment samples forconventional parameter analyses (SED-1, SED-3, SED-7, SED S, SED 9, and SED-10)during Phase IB. However, similar to the final determination of surface watersamples, USEPA, USFWS and Colder performed site reconnaissance and agreedupon sampling the following eleven sediment locations during Phase IB:
SED-1 (Station A); SED-7 (Station B);SED-2 (Station I); SED-8B (Station D);SED-3 (Station H); SED-9 (Station L);SED-4 (Station E); SED-10 (Station G); andSED-5B (Station K); SED-11 (Station F).SED-6B (Station C);
Further, the precise sampling point expected to contain the highest proportion offine grained sediments at each of the sampling locations was also agreed upon by
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USEPA, USFWS, and Golder. The Phase IB samples were collected from thesepoints. x
Each sediment sample was analyzed for TCL SVOCs and TAL metals with T, pHand SC measured in the field. In addition, the following conventional parameterswere analyzed in the laboratory: total organic carbon (TOC), grain sizedistribution, percent moisture, and percent solids. . ,'
TetraTech observed the sediment sampling procedures and collected a split samplefrom SED-1. • / ' . " > . . ' '
Phase IB Soil Sampling and Analysis
The Work Plan specified the collection of seven soil samples during Phase IBwhich included a leachate impacted sample at each remaining quadrant on eachlandfill (S4-EL and S4-WL), a non-leachate impacted sample on each landfill (S5-ELand S5-WL), and three background soil samples (Sl-BG, S2-BG, and S3-BG).During .the site reconnaissance to identify surface water and sediment samplinglocations, USEPA and USFWS requested that ari eighth soil sample (S6-EL) becollected at the base of the rip-rap lined surface water drainage channel on thenorthwest corner of the eastern landfill.
' * ' . ' ' • . ' " . ' '' " ' ' • '
In addition, the Work Plan also specified that a soil sample be collected north ofWheatfield Road at the suspected location of waste disposal in the vicinity of minedepressions. Because it was determined during Phase 1A that insignificantdisposal practices occurred in this area, USEPA agreed that the collection of thissample, designated in the Work Plan as SO-8, was unnecessary.
Each soil sample was analyzed for TCL VOCs and SVOCs and TAL metals.
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TetraTech observed the soil sampling procedures and collected a split sample at'location S4-WL.
Phase IB Leachate Sampling and Analyses
. . ' • ' • tThe Work Plan specified one leachate sample to be collected from Lagoon No. 1.Similarly, for Phase 1A, samples for TCL VOC analyses were collected from MH-1and samples for TCL SVOC and TAL metals analyses were collected from Lagoon.No. 1. The samples from MH-l were collected using a dip sampler and thesamples from Lagoon No. 1 were collected using a coliwassa sampler whichobtained deeper discrete samples than obtained during Phase 1A as requested byUSEPA.
TetraTech observed the Phase IB leachate sampling procedures and collected asplit sample of MH-1 and Lagoon No. 1.
' ; • .Phase IB Air Sampling and Analyses .
The Work Plan specified ambient.air samples be collected from at least threelocations: one leachate seep; the southernmost leachate lagoon; and, one existingpassive gas vent The samples were to be collected using Summa evacuatedcanisters and analyzed for VOCs according to USEPA Method TOU. The WorkPlan also stated that data collected during the Phase 1A air screening programwould be used to confirm or possibly modify, if necessary, the Phase IB AirSampling Program.
A modified Phase IB Air Sampling Program, which was based on the Phase IAscreening results, was submitted to the USEPA in the November 1992 MonthlyProgress Report The modified program consisted of four VOC soil gas locations
'- ' • ' , ,
(two at the Wood Dump and two at the Stabatrol area), three passive gas vents;
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. (two vents on the eastern landfill and one vent on the western landfill), anambient air sample at Lagoon No. 1, a leachate seepage ambient air sample, anda collocated sample at one of the passive gas vents. USEPA reviewed andcommented on this modified Phase IB air sampling program in March 1993. Theproposed Phase IB Air Sampling Program was revised based "on USEPA'scomments and subsequently approved by the Agency.
Air samples were collected from three passive vents, two on the eastern landfill(ELPV07 and ELPV13) and one on the western landfill (WLPV01). Samples were .collected in SUMMA passivated canisters for VOC analysis by EPA Method TO-14and in tedlar bags for Non-Meth«me Organic Compound (NMOC) and hydrogensulfide analysis. Gas flow rates in the veiits were determined by either an airvelocity meter or by measuring the time it takes to fill a known volume plastic
, • " ' f '• ' - ' • • . " ' • • • ' . ' •
container (plastic bag). .
Soil gas samples were collected from two locations on the Stabatrol area (SVSG1Aand SVSG6A) and two locations on the Wood Dump (WDSG2C and WDSG8B).A collocated sample was collected from the Wood Dump sample WDSG8B. Toassess soil gas in the vicinity of the Nein residence, a*sample of soil gas (SGNEIN)was collected for VOC analysis at one location between the Cacoosing Creektributary and the Nein residence. The Nein residence had not burned down at thetime of sampling. Samples were collected in SUMMA passivated canisters forVOC analysis by EPA Method TO-14 and in tedlar bags for hydrogen sulfideanalysis. Also, methane monitoring of the soil gas between the stream and theNein residence was determined at six barpunch locations in a similar manner as
' • . . • ' • • . ' ' " " . . ' '
described for the Phase 1A methane migration survey.
While soil gas and passive vent samples were being collected in SUMMApassivated canisters, samples were also collected for field GC analysis in a similarmanner as described for Phase 1A sampling.
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Eight-hour ambient air samples were collected in SUMMA passivated canisters .from two source locations. An 8-hour sample was collected from approximately \~S6 feet above the ground surface on the berm between leachate lagoons No. 1 andNo. 2 (Lagoon 8-hour) and a leachate seepage location on the southern portion of
/ . . -
the eastern landfill (Leachate seepage 8-hour). The location of the leachate lagoonand seepage samplers were field approved by USEPA. Samples were collected inSUMMA passivated canisters for VOC analysis by EPA Method TO-14. TetraTechobserved the air sampling procedures and collected a split sample from theLagoon 8-hour location.
Twenty-four-hour ambient air samples were collected from three locations at theSite. The selection of the sample locations was made based upon the prevailingwind direction, i.e., only locations downwind from the landfill were sampled on ,a given day. One sample was collected on the Western Landfill (WLF-24hr-i),three samples were collected from the eastern landfill (ELF-24hr-l, 2 & 3respectively), and three samples were collected from the location an equivalent , jdistance between the lagoons and the'Nein residence (24hr-NEIN-l, 2 «Sc 3,respectively). As discussed with USEPA, the 24-hour ambient air samples were notselected adjacent to the Nein residence because of tree coverage in the area.
Phase 1C Soil Sampling
While not specified in the Work Plan, Phase 1C sampling was conducted to collecteight additional surface soil samples on the existing caps of the landfills. Golderproposed the Phase 1C soil sampling program to USEPA which was approved andconducted in the fall 1993. Five surface soil samples were collected on the easternlandfill (S7-EL through Sll-EL) and three surface soil samples were collected onthe western landfill (S6-WL through S8-WL). Each sample was collected similarly „to the procedures for surface soil sampling in Phase 1A and Phase IB and wereanalyzed for TCL VOC and SVOC and TAL metals.
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APPENDIX E
CITIZENS UTILITIES WATER AUTHORITYWELL NO: 23 ANALYTICAL DATA
flR3J)2382
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COKftCNkEALTH CF PENNSYLVANIAD5FAR7MEM OF ENVIRONMENTAL RESOURCES
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**P RIVER MILE
TEST DESCRIPTION RESULT CCNC VERIFY BY VERIFY DATE
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TCTAL JiUKHER OF TESTS FOR ThIS SAMPLe 14
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APPENDIX F
PHASE 1A AND IB LANDFILL CAP INVESTIGATION
Contents: '
F-l Phase IA Cap Investigation Field Data; - ' • - * . ' • • . (
F-2 Phase 1A Grain Size Distribution Testing Results
F-3 Phase 1A Standard Proctor Compaction Testing Results
F-4 Plwse 1A Permeability Testing Results" ' ' - ' • ' • . - ' < • . '
F-5 Phase IB Cap Investigation Field Data ,\.
F-6 Phase 16 Nuclear Density Gauge Results andCalibration/Operation Data
F-7 Phase IB Grain Size Distribution Testing andAtterberg Limit Testing Results
F-8 Phase IB Standard Proctor Compaction Testing Results
F-9 Phase IB Permeability Testing Results
F-10 Settlement Plate Surveying Results
AR302391*
Appendix F-l
Phase 1A Cap Investigation Field Data
RR302395
Appendix F-lMarch 1994_______'_______=1-____________ 913-6773
EASTERN LANDFILLIn-situ densities and moisture contents were recorded at four points on the easternlandfill. A test was conducted in each quadrant of the landfill. Measurements atthese four points are as follows:
Location ELSSP-3 \
Soil encountered: ' Brown clayey silt and gravelDepth of nuclear probe: 6 inchesDry density: 108.7 pcfWet density: 129.7 pcf ,Moisture Content: 19.3%Gap Thickness: 27 inches ' „ ; . ' • •
This point is on the slope of the northeast quadrant of the easternlandfill. The test vicinity is sparsely vegetated and the surface is
; covered with .gravel and cobble-sized material. No refuse .wasencountered during recovery of the laboratory test sample.
Location ELSSP-4
Depth of nuclear probe: 6 inchesDry density: 115.1 pcf _Wet density: 136.4 pcfMoisture Content: 185% ;Cap Thickness: Winches
This point is near the crest of the northern slope to the eastern' landfill. Nuclear density gauge readings at this location were
collected on October 30,1993, using Troxler nuclear densimeter No.3440 (Density standard «= 3483, Moisture standard «= 683).
Location ELSSP-6i ,. • •
Soil encountered: Brown clayey silt some cobbles and gravelDepth of nuclear probe: 6 inches vDry density: 795 pcfWet density: 104.6 pcfMoisture Content 315% •Cap Thickness: 15 inches
. Golder Associates
AR302396
Appendix F-l .March 1994 __________ ; _____ -2- • ' • ' _________ 913-6773
The landfill was heavily covered with grass and brush/shrubvegetation in the vicinity of this point No refuse was encounteredduring recovery of the cap sample. The excavation for landfill capsoil sample ELSSP-6 progressed to approximately 15 inches.
Location ELSSP-7
Soil encountered: Brown clayey silt some, cobbles and gravelDepth of nuclear probe: 6 inches ' ' ) . ' " •Dry density: 1148 pcfWet density: 133.4 pcf :Moisture Content 162%Cap Thickness: . 6 inches
Landfill refuse was exposed at the surface immediately adjacent tothis point .
The results of the auger investigation to characterize cap materials and assess thelandfill cap thickness for the remaining points on the eastern landfill are presentedbelow. l ' ^ '•/
EASTERN LANDFILL ,
Location ELSSP-1Landfill cap thickness: 24 inches . 'Landfill cap soil: none recorded
Location 1LSSP-2Landfill cap thickness: 12 inchesLandfill cap soil: Brown silty clay with some gravel
Location ELSSP-5 ,Landfill cap thickness: 22 inchesLandfill cap soil: Brown to darkish gray silty clay.
Surficial soil included many cobbles.
Location ELSSP-8 •Landfill cap thickness: 12 inches Auger refusal at 6 inches.Landfill cap soil: , Brown silty clay to black organic clay
Cobbles encountered, pick-axe was usedand enabled excavation to 12 incheswhere refuse was encountered \ )• - i i —"
Golder Associates
Appendix F-lMarch 1994______- -______&_________________913-6773
Location ELSSP-9Landfill cap thickness: 15 inchesLandfill cap soil: Dark brown to grey silty day
Location ELSSP-10Landfill cap thickness: 23 inches .Landfill cap soil: Brown to grey silty clay/clayey silt
\ Cobbles on ground surface.
Location ELSSP-11Landfill cap thickness: more than 30 inchesLandfill cap soil: Brown silty clay, some cobbles on
. ground surface
Location ELSSP-12Landfill cap thickness: less than 6 inches ' '
• , Landfill cap soil: Light brown sandy silt above dark, finegrained material, possibly organic matter.
Location ELSSP-13Landfill cap thickness: . 15 inchesLandfill cap soil: Brown silty clay above grey moist clayey
( j V . silt Cobbles sized 05 inches to 2 inches~ ^ were present on the ground surface.
1 i .' . • - . ' ". '
Location ELSSP-14Landfill cap thickness: 29 inches .Landfill cap soil: Not recorded
Location ELSSP-15Landfill cap thickness 30 inchesLandfill cap soil: . - Not recorded
Two points within the portion of the eastern1 landfill directly behind theequipment building were also sampled as requested by USEPA. Similarly to theother cap investigation points, the landfill cap thickness was determined and thesoil type used for capping noted. These results are provided below: .
' . ' . . - • ' . - ' ' -
Location ELSSP-16Landfill cap thickness: 8 inchesLandfill cap soil: . Brown clay to clayey silt intermixed with
plastic and glass
Golder AssociatesAR302398
Appendix F-lMarch 1994_______________^_________________913-6773
• . • ' •' - l ' ' ' • . . " .
Location ELSSP-17Landfill cap thickness: 6 inchesLandfill cap soil: x Brown clayey silt intermixed with rubber,
wire and plastic. Cobbles are also- present in the cap matrix. Three probes
.••••-".. augered adjacent to this . probe. encountered refusal from cobbles at
about 6, inches. Cap thickness mayactually be greater.
WESTERN LANDFILL, » . -
Presented below are field observations and measurements made for me westernlandfill during the Phase 1A Cap Investigation for points where in-situ densitiesand moisture contents were recorded by the nuclear density gauge.
Location WLSSP-1
Soil encountered: Brown silty sand to silty clayDepth; of nuclear probe: 4 inchesDry density. 842 pcfWet density: 106.3 pcfMoisture Content 262%Cap Thickness: 18 inches
The test area was lightly grass covered, The nuclear density gauge ;probe} could not be inserted more than 4 inches due to an'
' obstruction. As the laboratory test sample was being recovered, anintact concrete-like material was encountered at a depth of 4 inches.The low density measured may reflect the shallow probe depth;Sample WLSSP-1 was collected from a point immediately adjacentto the nuclear density gauge test point using a shovel to a depth ofapproximately 18 inches. The soil type at the sampling location wassimilar to that encountered at the nuclear density gauge test point
Location WLSSP-4
Soil encountered: Brown and black silty clay/clayey siltDepth of nuclear probe: 6 inchesDry density: 101.7 pcfWet density: : 121;4pcf
Golder Associates -RR302399
; Appendix F-lMarch 1994 913-6773
Moisture Content: 19.4%Cap Thickness: 14 inches
The test point is on me west slope of the western landfill. Rockfragments 1/2 inch to 2 inches' in diameter were on the groundsurface in this area. Sample WLSSP-2 was collected for geotechnicaltesting at the test point using a shovel to a depth of approximately14 inches. No waste was encountered at this depth. Thickvegetation, from small shrubs to trees, covered the landfill in thevicinity of this point
Presented below are field observations and measurements made for the westernlandfill during the Phase 1A Cap Investigation where only cap thicknessmeasurements were taken.
Location WLSSP-2Landfill Cap Thickness: 25 inches (average of two measurements)Landfill Cap Soil: reddish brown silty clay with rock
. fragments 2 inches or greater in size
Location WLSSP-3Landfill Cap Thickness: 28 inches (average of two measurements)Landfill Cap Soil: reddish brown silty clay with small
rock fragments
Location WLSPS-5Landfill Cap Thickness: 0-5 inches (exposed refuse in area)Landfill Cap Soil: : brown silty with small rock fragments
" " • i ' ' ^ • ' '•
Location WLSSP-6-Landfill Cap Thickness: 30 inchesLandfill Cap Soil: brown silty clay wim small rock fragments
Golder Associates
Appendix F-2
Phase 1A Grain Size Distribution Testing Results
AR302MM
PARTICLE SIZE DISTRIBUTION ASTMD-421 AND 422US STANDARD SIEVE OPENING SIZES
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GOLDER ASSOCIATES INC
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DESCRIPTION -., •Brownf -a SAND and FINES, ,lomec-f gravd
Sample Type: BULK Date Tested: 9/4/92
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BERKS PRP/RIFS/SPRING TfVP PA913-6773
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PARTICLE SIZE DISTRIBUTION ASTMD-421 AND 422US STANDARD SIEVE OPENING SIZES
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REVIEWED:
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BERKS PRP/RIFS/SPRING TWP PA913-6773
GOLDER ASSOCIATES INCoflXAURELJU
Appendix F-3
Phase 1A Standard Proctor Compaction Testing Results
RR302U08
MOISTURE/DRY DENSITY CURVEASTMD698
130
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MOISTURE CONTENT -
SAMPLE IDENTITYELSSF-4
W»(%)m
LL
1
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MAXIMUM DRY DENSITY (pcOi H9JOPTIMUM MOISTURE CONTENT: 13.7%
SAMFLETYPE: BULK
DESCRIPTIONDark brownteSANDaadFINES.little (ravel
DATETESTED; 11/12/92
not caDATO UAM2
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DENSITY
MOISTURE CONTENT
SAMPLE IDENTITYELSSP-S
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MAXIMUM DRY DENSITY (pcf* 1010OPTIMUM MOISTURE CONTENT* 17.7%
SAMPLETYPE: BULK
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SAMPLE IDENTTTY• ELSSP-7
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MAXIMUM DRY DENSITY <pcf> UtSOPTIMUM MOISTURE CONTENT. 110%
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DATETESTED: U/W92 '
TECH; BMDATE: mam
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MOISTURE CONTENT
SAMPLE IDENTITYWLSSP-1
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PL PI
MAXIMUM DRY DENSITY (pef)i 1112OPTIMUM MOISTURE CONTENT* IO»
SAMPLETYPE: BULK
DESCRIPTIONUeblycDowkk brownf.'mSANDindc-f GRAVEL,MCMfine*
!• •
DATE TESTED: 10/10/92
TECH: BMDATE: 1VW91
REVIEWED!
BERKS PRP/RDFS/SPRING TWP PA9134773
GOLDER ASSOCIATES4NCMT.LAUREUNJ
DRY
bENSITY
(pel)
MOISTURE/DRY DENSITY CURVE,ASTMD69S
10% 15% 26% 25% 30% 35% 40%
MOISTURE CONTENT
SAMPLE IDENTTTYWLSSP-4
W«(»)114
LL PL
'
PI
1
MAXIMUM DRY DENSITY <pef)i ll&SOPTIMUM MOISTURE CONTENT. 145%
SAMFLETYPE: BULK
DESCRIPTIONDaitbrownHNES and f< SAND,*omef(ravtl •
• • 'DATETESTED: 10/W2
' TECH: CHDATE: warn
CHECKED: flfltffll
BERKS PRP/RIFS/SPRING TWP PA9134773
GOLDER ASSOCIATES NC.MTXAUREL.NJ
Appendix F-4
Phase 1A Permeability Testing Results
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• Appendix F-5
Phase IB Cap Investigation Field Data
ft'R302U'ZO
Appendix F-5March 1994_______________-1- ' 913-6773
Field observations and measurements made for the eastern and western landfillsduring the Phase IB Cap Investigation are presented below. Phase IB in-situdensity and moisture measurements are presented in Appendix F-6.
EASTERN LANDFILLLocation SCE-01 ;_...,Cap thickness: 18 to 20 inches (no refuse)Soil description: red-brown fine sand and silt, some clay,
little coarse sand throughout; gravel and*. numerous cobbles at surface.
Location SCE-02Cap thickness: 24 inches (no refuse)SoU description: brown fine sand and silt, some gravel
throughout; predominantly gravel and- cobbles from 1-5 inches at surface.
Location SCE-03Cap thickness: 12 inches (no refuse)Soil description: red brown sandy silt, some , gravel
• throughout some large cobbles at' " ' • . . ' " : ' . . ' -;Surface. ' ' ' . . • . . - • ' .
Location SCE-04Cap thickness: 24 inches (no refuse) 'Soil description: red brown medium to fine sand
- . < '' ' throughout grey silty material at about4 inches.
Location SCE-05Cap thickness: less than 3 inchesSoil description: r<ed brown fine sand 0-3 inches, 3-10
inches gravel and cobbles.Notes: Nuclear density gauge test not performed
« because of obstructions, no samplecollected for geotechnical testing becauseof insufficient cap soil.
Golder Associates
• ' - ' • A- ' Appendix F-5March 1994 __________ -2 913-6773
• . • ,' ' ' . ' .',••... • 'Location SCE-06Cap thicknessi less than 3 inchesSoil description: grey soil at surface with two inches of
. gravel below.Notes: Nuclear density gauge readings taken,
'.' • '-• geotechnical testing sample not collectedbecause of insufficient cap material.
Location SCE-07Cap thickness: 24 inchesSoil description: 0 to 9 inches: red brown fine to medium
. sand, some silt and little fine gravel.' . 9 to 15 inches: grey brown fine sand and
silt with little clay.
Location SGE-08Cap thickness: 33 inchesSoil description: 0 to 24 Inches: fine sand and silt; little
medium sand, some fine gravel.24 to 31 inches: uniform fines
LocationCap thickness: 24 inchesSoil description: , fine sand/ little gravel, little clay
, , throughout
Location SCE-10Cap thickness: 36 inches (no refuse)Soil description: '. , silty fine sand, trace clay, little fine
: gravel, trace gravel throughout
Location SCE-11Cap thickness: 3 inchesSoil description: red brown soil at surface, grey green ash
line, silty sand below at 3 inches.
Location SCE-12Cap thickness: 30 inches (no refuse) /Soil description: red brown silty fine sand, little coarse
gravel throughout .
Golder AssociatesRR302H22
Appendix F-5March 1994 ______;______-3-________________913-6773
Location SCE-13Cap thickness: 27 inches (no refuse) -Soil description: red brown silty fine sand, little fine
gravel, trace coarse gravel throughout; soil became finer at depth.
Location SCE-14Cap thickness: 18 inchesSoil description:, medium fine sand, some silt and clay
throughout
Location SCE-15Cap thickness: 3 inchesSou description: red brown soU, 3 to 8 inch cobbles
^ present at surfaceNotes: Nuclear density gauge testing not
conducted because of cobbles and. exposed debris at surface.
Location SCE-16Cap thickness: 24 inchesSoU description: red brown fine to medium sand
throughout 2 to 6 inches cobblesprevalent at surface.
Location SCE-171 Cap thickness: 36 inches ,
Soft description: 0 to 8 inches: red brown soU.8 to 16 inches: greenish grey soU somerefuse. .
. . 16 to 36 inches: grey sUty clay, little finesand arid red brown silty fine sand withsome refuse.
Location SCE-18Cap thickness: 20 inchesSoU description: . brown fine sand and sUt little medium
sand, some broken glass and small metalpieces throughput
Location SCE-19Cap thickness: 12 inchesSoU description: red brown fine sand and sUt little
! . medium sand, little clay throughout
Golder AssociatesAR302U23
Appendix F-5March 1995______•________-'-4- • - ' . ' . •_______913-6773
LocationCap thickness: less than 3 inchesSoU description: none recorded.Notes: Nuclear density gauge probe could not •
be adequately set sample collected forgeotechnical testing.
Location SCE-21Cap thickness: 8 inchesSoU description: red brown fine sandy sUt little medium
sand, root matter.Notes: Prevalent 2 inch gravel prevented proper (
setting of nuclear density probe. Sample. for geotechnical testing collected. "i
Location SCE-22Cap thickness: 30 inches (no refuse)SoU description: red brown and grey fine sand and silt
some medium to coarse sand throughout
Location SCE-23-Cap thickness: 36 inches (no refuse)SoU description: . red brown fine sand and sUt some .
coarse sand and fine gravel throughout v Jsome 3 inch gravel. , "
Location SCE-24Cap thickness: •'. 18 inches (no refuse)SoU description: brown fine sand and sUt little clay, some
coarse sand throughout
. WESTERN LANDFILL
SCW-01Cap thickness:
SoU description: brown loamy fine sand, refuse mixed inv / "• • . soU to 36 inches.
SCW-02Cap mickness: 27 inches (no refuse)SoU description: possibly undisturbed native soils.
Golder Associates
, Appendix F-5March 1995 ______________^_________________913-6773
. Notes: Location may be outside eastern limit ofrefuse by approximately 8 to 10 feet
. . Nuclear density gauge readings nottaken, geotechnical samples collected.
. . -' SCW-03 • ' ... ' . '''-• '- ', . ' ';Cap tiiickness: 24 jnches (no refuse)SoU description: brown sUt and fine sand, little clay, little
coarse sand throughout
SCVV.Q4_ Gap tiiickness: 15 inches •SoU description: red brown sUty fi ie sand, some gravel
throughoutNotes: , Refuse at nearby locations as shaUow as
5 inches, numerous cobbles in area,thickly vegetated. Nuclear density probecould not be set (no readings), samplecoUected for geotechnical testing.
- •• sew-as ;' ' '.•'.•' •. ••' .. • • . ; .' • ' - ' ;.Cap thickness: less tiian 2 inchesSoU description: greyish soils and refuse mixed to 36
inches below surface.Notes: No nuclear density gauge readings taken
due to inadequate thickness, sample of; greyish soUs taken from 3 to 4 inches
below surface for geotechnical testing.
-" scw-06 : " • .'••,;, . • .' , •• . •".. ; V . ;Cap thickness: 4 inchesSoU description: brown loamy fine sand, some gravel and
gjass fragments throughout
Golder Associates .
AR302U2S
Appendix F-6
Phase IB Nuclear Density Gauge Results andCalibration/Operation Data
RR302U26
Appendix F-6March 1994 _______ ; _______ 4- ____ : 913 773
Troxler Nuclear Density Gauge DaUy Calibration ProcedureThe Gauge was calibrated daUy by taking a standard count The standard densityand moisture count was taken using the standard block. The standard block wasplaced over a dense material in an open area. The standards were recorded in thegauge's standard count log. The acceptable density standard was ±1% of theaverage of the previous four days' density standard. The acceptable moisture
' • , • .- ' / ' • " • • ' • " .
standard was ±2% of the average of the previous four days' moisture standard.All calibrations passed.
Field Measurement ProcedureThe test surface was smoothed using the scraper plate. Care was taken tominimize surface roughness. The scraper plate was placed on the test surface.The drUl rod was placed through me scraper plate guide and a hamrher was usedto drive the drUl rod to a depth of 8 inches. The drill rod was then extracted. The
~ ^ scraper plate was removed and the gauge was positioned within the outline of thescraper plate. The source rod was lowered into the drill rod hole aridmeasurements were taken of the dry and wet density, moisture content, andpercent moisture of the soU.
Determination of Field Density and Moisture Content .The measured density and moisture counts were compared to the standard countsto derive a count ratio. The resulting count ratios were looked up on the TroxlerElectronic Laboratories, me. calibration table (attached) to find the correspondingdensity and moisture value.
Golder Associates
March 1994 ;- 913-6773
PHASE IB NUCLEAR DENSTTY GAUGE READINGS ANDRESULTING FIELD DENSITY AND MOISTURE CONTENT
Standard Taken: 9/21/93 @ 09:05 Standard Density Count - 2824 (PASS)Probe Depth: 3 inches . Standard Moisture Count - 699 (PASS)iipfiliiillM elliiilSCE-09 .SCE-07SCE-03SCE-13SCE-12SCE-10SCE-14SCE-11SCE-17SCE-19SCE-18SCE-16SCE-22SCE-23SCE-24SCE-04SCE-06
p l ^itliiinllltftl;
09:4010:1510:3511:1011:3011:5612:2012:4514:0515:0015:4015:5516:1016:3016:4817:1517:50
llIli ll:®5iiEillilPil||
172417211132 ^
. 18391511152319361281126614871697152616281560161316691465
i:;:i:M<5fcai;::B
249 '278246 '228284296290353278
; 294213241294255338324310
i Rlii$Slil!||G6(;rp!|:
0.6100.6090.4010.6510.5350.5390.6860.4540.4430.5270.6010.5400.5760.5520.5730.591' 0.519
BStJS iilllimmmm0.3580.3930.3520.3280.4080.4230.415 -0.5050.3930.4210.3050.3450.421
' 0.3650.4840.4640.443
|lP BrM$pl
. 121.5121.5137.4119.0126.4
'•• 126.1117.2132.7133.1127.0122.1126.0123.6125.2123.3122.7127.8
||Mt*SpifiEi|||
19.9522.4219.6318.1422.9623.9723.4428.8322.4223.7916.8519.2423.7920.45 ••27.6023.4125.17
Standard Taken: 9/22/93 Standard Density Count - 2823 (PASS)Probe Depth: 8 Inches Standard Moisture Count • 698 (PASS)
SCE-01. SCE-02SCE-03SCW-03SCW-06SCW-01
09:1009:2309:4510:4511:2011:40
172420091169167721732649
297378242234213262
0.6110.7120.4140.5940.7700.933
0.427.0.5430.3480.3360.3130.376
121.5115.8136.2122.5112.9105.7
24.1731.1619.4218.7617.3621.15
pcf - pounds per cubic foot%- percent
NOTES:V Field density and moisture content values determined from measured count ratios (Cr) onTroxler Electronic Laboratories, Inc. calibration table.
Rl«r\6773\eparll\appxM-6lbl.wkl Golder Associates ,. Pagelofi
AR302428
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'Troxler Electronic Laboratories^ Inc.'
Gauge model.-34O1B - - Calib dates 10-15-1991serial-13,340* : :';'-"' ;;;Print dates' 10-15-1391 '
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