Monitoring Well Logs Monitoring Well Location Map Ground Water … · 2020. 1. 5. · project3 shieldalloy client: sma location:. newfield, nj boring depth: 127 ft contractor: uni-tech

Monitoring Well Logs

Monitoring Well Location Map

Ground Water Level Elevation Contour Maps

BORING NO- SC-20 (R) PROJECT NO.: 7650-NSI PROJECT3 SHIELDALLOY CLIENT: SMa LOCATION:. NEWFIELD, NJ BORING DEPTH: 127 FT

CONTRACTOR: UNI-TECH DRILING DPILLERS. CONOVER, JANORAS TRC INSPECTOR: DRAKE OIRILNG METHOD: MUD ROTARY GROUND ELEVATION: 90 82 FT CASING ELEVATION: 92.70 FT

DATE STARTED:. 1/292 DATE COMPLETED: 1/3192 STATIC WATER LEVEl.: 85.00 FT NJDEP PERMIT NUMBER: 31-38194

2-4

4-8

0-S

10-12

12-14

2 3 S

11

27 47 17 14

15 19I 15 22

20-22

25-27

30-32

35-337

40-42

50-52

55-57

60-82

85--7

70-72

"75-77

80-82

85-87

BROWN I ORANGE FINE TO MEDIUM GRAVEL, SOME SAND

TAN TO UGHT BROWN SAME AS ABOVE.TIGHTLY PACKED

UGHT BROWN MEDIUM SAND

ORANGE SILTY SAND. WET

0 - 14' TAN SILTY SAND. 14 - 24" ORANGE FINE SILTY SAND

ORANGE FINE-COARSE SAND, TRACE SILT RECOVERY - 1 0

ORANGE/IUGHT BROWN MEDIUM COURSE SAND, TRACE SILT, RECOVERY -12*

ORANGE I LIGHT BROWN FINR - MEDIUM SAND, SOME SILT. RECOVERY I 4

UGHT BROWN FINE - MEDIUM SILT. RECOVERY - 10I

ORANGE UGHT BROWN FINE - MEDIUM SAND, TRACE SILT. RECOVERY I

2 7 a

10 41 12 16

8 16

15 23

a 18

Is 30

27 75

58

68

52 75

40 75

70 100/5,

65

50

50 70

25

45

105

0.0

20

40~

7 14

14 25

26 6s

30 100

42 100

30 75

39 80

45 90

33 10014'

35 100/5"

20 65

20 35

80 l00oom

LOCKING COVER

SCHEDU:E:40 PVC RISER

ENTONITE LURRY

0 - 3' RED & ULITf BROWN LAYERS OF FINE-MEDIUM SAND, SOME SILT & CLAY;, 3 - i ORANGE & RED LAYERS OF MEDIUM TO COURSE SAND. TRACE SILT. RECOVERY- 1"

RED FINE SAND, UTT.E SILT. RECOVERY - 14I

RED FINE SAND. LITTLE SILT 80" SILT & CLAY;3 - 15' ORANGE & RED LAYERS OF MEDIUM-COURSE SAND, TRACE SILT RECOVERY - 15"

RED FINE SAND TRACE SILT RECOVERY - 101

UGHT BROWN & RED LAYERS OF FINE SAND, SOME SILT RECOVERY,, 131

LIGHT BROWN & ORANGE LAYERS OF FINE SAND, TRACE SILT RECOVERY-11°

ULGHT BROWN FINE SAND WITH THIN WHITE SILT CLAY STRINGERS. 80' RECOVERY - IV

LIGHT BROWN FINE SAND, TRACE SILT

RECOVERY - 8"

CONTINUED ON NEXT PAGE

I ___ -

".-II:II:..:..:..:

111_ý

PAGE 2 OF 2 BOING NO.: SC-2D R) PROJECT NO-. 7650-N51

90-92 20 27 UGIHT BROWN MEDIUM TO FINE SAND. TRACE SILT, RECOVERY " r SCHEDULE 40

15 22 PVC RISER

95 -97 21 27 UIGHT BRODWN FINE-MEDIUMI SAND. SOME SILTY CLAY LAYERSM 42 .40 RECOVERY - I1"

100-102 90 100/1.5 UGHTBROWN MEDIUM SAND TRACE SILT 100 RECOVERY-1

ENTONITE

BAMEAS ABOV

105-107 107 100/4 SAME AS ABOVE opofandPadc ECOVERY-r 1(' "op of Screein

SCH-ED. #40 0-SLOT PVC

110-112 125 100/2 0 - II" SAME AS ABOVE, 18-24".ORANGE MEDIUM SAND. SOME SILTY CREEN GRAY STRINGERS. RECOVERY 24C

X- * RAVEL PACK

115-117 1e 29 GRAY-BLACK FINE-MEDIUM SAND, SOME SILT, LITTLE CLAY. o om of Screen

31 '41 RECOVERY- 1Ir 116'

117-119 15 18 GRAY/BLACKFINE-MEDIUMSAND. LITTLESILT&CLAY . - ,

22 33 RECOVERY - I'; LARGE AMOUNTS OF WASH, .. . .

119-121 13 19 GRAYIBLACK FINE-MEDIUM SAND. UTTLE SILT& CLAY 20 2• RECOVERY - 8"

121-123 14 35 'SAMEASABOVE ." 70 54 RECOVERY, " -3 -. .. X.

123-125 25 .26 0-? VARIED CLAYISILT LAYERS; 2-4" MEDIUM-FINE SAND 33 43 LITITE SILT AND CLAY, ONE STRINGER OF SILT/CLAY; RECOVERY - V"

125-127 17 23 FINE-MEDIUM SAND. LITTLE SILT AND CLAY z 19 25 RECOVERY- IV. . 1 2Otto7m of Boring

END OF BORING -12?*I

BORING NO- SC-30 nl) CONTRACTOR: UNI-TECH DRLLING DATE STARTED. 1/8/92 PROJECT NO- 7650-N51 DRILLERS: CONOVER, JANDRAS DATE COMPLETED* 1/7/92 PFtOJE"T: SHIELDALLOY TRC INSPECTOR: DRAKE STATIC WATER LEVEL: 88.01 FT CUENT: SMa DJILLING METHOD: MU ROTARY NJDEP PERMIT NUMBER: 31-38105 LOCATION: NEbWFIELD. NJ GROUND ELEVATION: 88.75 FT BORING DE~frt 127 FT CASING ELEVATION: 91.06FTr

. .. . . . . .

0-2 4 2 0-6' BLACK ORGANICS; 5-20' BROWNITAN MEDIUM-FINE SAND, U1TLE SILT, 3 4 NO ODOR. WATERTABLEAT 2.5'. SECOVERY - 2('. LOCIONG COVER

00

5-7 12 1i BROWN/TAN MEDIUM-COURSE SAND, SOME FINE SAND AND GRAVEL. 30 31 TRACE SILT, NO ODOR. RECOVERY -2 1Wii*

10-12 17 12 0-6' WASH; 8-14' BROWN/TAN MEDIUM-FINE SAND, LITTLE FINE GRAVEL. 19 20 TRACE SILT, NO ODOR.L RECOVERY -1V

15-17 2 8 0 - 12" GRAYFINE SAND, SOME SILT; 12-1V REDIDROWN MEDIUM-COURSE 10 7 SAND AND GRAVEL, TRACE SILT, NO ODOR. RECOVERY- 1...

20-22 10 18 0-2" WASH; 2-14V LAYERS OF WHITE AND TAN MEDIUM SAND AND FINE SAI 20. 25 28 TRACE SILT, NO ODOR. RECOVERY - 14P

.... ... .. . .

2-27 16 2 -6' LIGHT BROWN MEDIUM-COURSE SAND, SOMEGAVL -TRVEAYRETNE 3440 _ , •A M-UGHTORANGE-BNOWN MEDIUM-COURSE SAND, IT.:-E GRAVEL. LUR

AND FINE SAND, TRACE SILT. NO ODOR. RECOVERY - ir

... .... ,..

30-3~2 19 40 LIGHT BROWN MEDIUM-COURSE SAND. SOME FINE GRAVEL COURSE GRAVEL AT 12' so s0 FINER SANDS AT BASE OF SPOON. NO ODOR. RECOVERY - 20

35-37 25 40 0-15'LUGHT BROWN MEDIUM-COURSE SAND, LITTLE FINE SAND TRACE SILT.' 40 43 15-24V WHITE MEDIUM SAND. LITTLE FINE SAND. RECOVERY - 24' .

40-42 27 30 TAN MEDIUM-COURSE SAND. LITTLE FINE SAND, TRACE GRAVEL 4W.... ..

4547 20 25 TAN MEDIUM-COURSE SAND, LITrLE FINE SAND. TAC GRAVEL :iiii: Ala 26 RECOVERY - 19' ..

50 -- 52 9 7 0-8" TAN-BROWN MEDIUM-FINE SAND, 8-14' RED-BROWN COURSE SAND, :::::: ::ii:' . .. ....

5 11 MEDIUM -FINE SAND, LITTLE SILT. RECOVERY-, 14' :::~~

80-42 42 25 TAN-BROW MEDIUM SAND. LITTL FINE SAND. TRACE SILT ....

85--7 13 13 TAN WITH PINK LAYERS0-4 MEDIUM-COURSE S 4-18' FINE SAN.......

S. ........ ......::•

37 45 LIrTTLE SILT. RECOVE•RY - 18'!•-:.

.:....i~~i ! ..:::::..

70-72 40 54 0-2' TAN MEDIUM-COURSE SAND; 2-12' TAN AND RED LAYERS OF FINE SAND.

170/ 15 LITTESLT.HNWIE FINE-MDU SAND. NA AE FSON RECOVERY - 14%...'..

100o LITRE SLT, RECOVY-'. .....

,...... ....... .....•:: .....

.... :...:,.

80- 11 5 ME-DTAI MDIM FIE.AD.-6.A.FN.ANLTTESLT.0 100/5'RE REOER

85-57 34 82 0-2, TAN MEDIUM-FINE SAN D, 2-12' LIGT BROWN FINE SAND, TRACE SILT, -I 64 RECOVERY - 12'.


- I

PAGE 2 OF 2 SORING NO-: PROJECT NO.: 7650-N51

2MI

90-82 34 .58

95-97 54 100/5"

100-102 25 35

105-107 38 100/5"

110-112. 17 20

62 0-6" TAN FINE-COURSE SAND. LTT'LE GRAVEL; 0-12- BROWN-TAN 84 FINE-MEDIUM SAND. LITTLE SILT. RECOVERY 12? 4

59 0-10' TAN MEDIUM SAND.10-12 RED MEDIUM-COURSE SAND; 12-15* ORANGE-BROWN MEDIUM-COURSE SAND WIYH SILT STRINGERS. RECOVERY - I S or

32 0-3- TAN MEDIUM SAND, SOME COURSE SAND; 3--10 TAN-BROWN FINE Wd 100" 26 SAND WITH SILT STRINGERS. LITTLE SILT. RECOVERY - 10

45 0-11C TAN MEDIUM SAND. SOME COURSE SAND;, 14-21' TAN-BROWN FINE-MEDIUM SAND, UTTLE GRAVEL AND SILT STR•GERS. RECOVERY - 21'

27 0-12' TAN MEDIUM SAND. SOME COURSE SAND; 12-24 VAR1 GATED MEDIUM SAND 35 (TAN. RED. AND BROWN LAYEFR) WITH SILT STR.IGERS. SOME FINE SAND 111I

LITTLE SILT. RECOVERY - 24

END OF BORING - 115 115'

* SCHEDULE 40 PVC RISER

ENTONITE EA. op of Sand Pawc

op of Screen

SC" E. 040 0-SLOT PVC ;CREEN

IORIED1

IRAVEL PACK

aottomn of Wel

aottom of Boring

I

BORING NO.: SC-111S(IR PROJECT NO.: 7EG-N51 PROJECT: SHIELDALLCY CUENT: SMO LOCATION: NEWFIELD. NJ BORING DEPTH: 24 Ft

CONTRACTORf UNI-TECH DRILLING DRILLERS: FRECK SMO INSPECTOR: VALENTI DRILLING METHOD: MUD ROTARY GROUND ELEVATION: 108.91 FT CASING ELEVATION: 108.12 FT

DATE STARTED: 711A)2 DATE COMPLETED: 7/1)92 STATIC WATER LEVEL: 91.10 FT NJDEP PERMIT NUM BER: 31-39=W

.~QL E C ~ .s::5

s :.5 : .: ...5 .. ..... ............ . ......... ....

I . .. . .. ..... .. .......... .I ..AUGERED T05'

ORANGE TO LIGHT BROWN SLTY SAND WITH GRAVEL

ORANGE-LIGHT BROWN SILTY SAND WITH GRAVEL

ORANGE-TAN GRAVEL

ORANGE-TAN GRAVEL

LOCKING COVER 00

ENTONITE EAL

- op of S•nd Pack

S .~ .- ..... op of Screen

SCHEDULE40 sx. 0-SLOTPVC

-:X, REEN

- ORIEEI - ; RAVEL PACK

24V - ottom of Screen

END OF BORING - 24'

0-2

5-7

10-12

15-17

20-22

K>

3 a

2 5

2 3

3 a

4 7

4 2

2 3

3 7

_Z

BORING NO. SC-W2 JR) PROJECT NO- 7650-N51 PROJECT: SHIELDALLOY CUENT: SMO LOCATION: - NEWFlELD, NJ BORING DEPTH 17 FT

CONTRACTOR: DRILLERS: SMC INSPECTOft DRILLING METHOD: GROUND ELEVATION. CASING ELEVATION:

UNI-TECH DRILWNG CONOVER. EVANS VALENTI MUD ROTARY 9588 FT 07.96 FT

DATE STARTED: 12120/91 DATE COMPLETE. , 12/20111 STATIC WATER LEVEL:* 9320 FT NJDEP PERMIT NUMBER*

0-2'- 15 - 6 Ughtbrowntolightorange. GRAVEL.(0-.51;ltghtbrown. sandy o 6 7 gravel, well rounded to subangukr pebbles. (.5-21

2-4 4 7 Ught brown to light orange SAND. medium to inewater table at 2.W 15 13

4-6 11 6 Ught brownSAND. fine a 10

6 7

7 -10

Ught gray. SAND & GRAVEL. pebble to 34%. silty sandat 111

5 7 Ught brown, SAND & GRAVEL to 1/4', well graded andwell rounded 10 7

END OF BORING - i7

0.0 - LOCKING COVER

x ENTONTE SEAL Sop of Screen

'SCHED.40 O -SLOT PVC

S CIREEN

2 Sand Pack

ir otom ofWeUl

10-12

15-17

I

BORING NO.- SC-200 CONTRACTOR: UNI-TECH DRILLNG DATE STARTED:. 1ijWg PROJECT NO-. 7050-N51 DRILLERS: CONOVER, JANDRAS DATE COMPLETED:. 1/10/92 PROJECT: SHIELDALLOY TRC INSPECTOR: MULLEN STATIC WATER LEVEL: 89.65 FT CLIENT: SMO DRILLING METHOD. MUD ROTARY NJDEP PERMIT NUMBER: 31-389187 LOCATION: NEWFIELD, NJ GROUND ELEVATION: 101.55 FT BORING DEPTh: 139 FT CASING ELEVATION' 104.53 FT

....... . .

0-2 AUGERED TO 2" SEE LOG OF SC-20S FOR SOL DESCRIFTION LOCKING COVER

0.0 - "

5-7

10-12

SCHEDULE 40 PVC RISER

15 -- 17 :

Siýý STEEL CASING

20-22 9 14 BROWN-ORANGE MEDIUM-COARSE SAND, TRACE FINE SAND. NO ODOR. 20' 18 24 RECOVERY-V

25-27 23 25 0-71 WASH; 7-171 SAME AS ABOVE WITH TRACE FINE GRAVEL NO ODOR. 37 37 RECOVERY-17.

30-32 21 28 0-2* WASH; 2-131 BROWN ORANGE MEDIUM SAND. LIT'rE FINE SAND. 48 50 TRACE FINE GRAVEL; 13-15" BROWN-ORANGE FINE SAND. NO ODOR.

RECOVERY-I5' x!

35-37 is 22 0-2? WASH; 2-15, BROWN-ORANGE FINE TO MEDIUM SAND. NO ODOR. 50 39 REGOVERY-15'

40-42 34 27 0-3" WASH; 3-15' SAME AS ABOVE 40 :ENTONITE 45 50 RECOVERY-15 LURRY

45-47 17 29 0-6' BROWN-ORANGE FINE SAND;, 8-12 BROWN-ORANGE FINETO MEDIUM 38 50 SAND. RECOVERY-I12

STEEL CASING SET TO 4W 8 ::.o-omof

48' t.I CasIng 50-52 22 37 0-2? WASH; 2-4' BROWN-ORANGE SILT, SOME CLAY. LITTLE SAND;

45 83 4-21' BROWN-ORANGE MEDIUM SAND. UTrLE FINE SAND. RECOVERY=21

55-57 48 65 BROWN-ORANGE FINE TO COARSE SAND, TRACE SILT. RECOVERY-12"

70 85

00-82 25 31 0-7- TAN MEDIUM SAND, UTRE FINE SAND. TRACE FINE GRAVEL 80 52 60 7-12, BROWN-ORANGE FINE TO MEDIUM SAND. RECOVERY-i,

-85-7 43 43 VARIGATEDTAN TO REDS MEDIUM SAND. SOME COARSE & FINE SAND, 48 53 TRACE GRAVEL. RECOVERY-13"

70-72 14 22 SAME AS ABOVE EXCEPT SILT STRINGER IS LOCATED 41 DOWN FORM TOP 45 58 OF SAMPLE. RECOVERY- I"

75-77 38 48 TAN FINE TO MEDIUM SAND; STRINGER OF FINE GRAVEL AT 4'. 52 56 RECOVERY-131

80-82 42 48 BROWN FINE SAND, LITTLE FINE GRAVEL RECOVERY-i?- o 10017

85-87 20 22 0-3- TAN CLAY. LITTLE SILT, TRACE FINE SAND. STFF; 45 50 3-21* TAN TO RED FINE SAND WITH SILT/C.AY STRINGERS.

RECOVERY-21" CONTINUED ON NEXT PAGE

-1

PAGE 2 OF 2 BOFRNG NO. SC-200 PROJECT NO.- 7650-N51

DEP T: ------ ..... ... ... ........................

90-92 - 05" LIGHT BROWN MEDIUM TO FINE SANDTRACE SILT. RECOVERY- r SCHEDU-E"40 PVC RISER

95- 97 16 19 0-8r TAN FINE TO MEDIUM SAND, LITTLE COARSE SAND; 8-15, RED 29 47 FINE TO MEDIUM SAND; LAYERS SEPARATED BY CLAY STFRNGER. RECOVERY, .1.'

100-102 48 29 RED-BROWN FINE SAND WtTH WHITE SILT AND CLAY STRINGERS. 100' 33 38 RECOVERY-1"

ENTONITE S.. ...... ... ,- LURRY

105-107 87 100/4 0-? SAME AS ABOVE; 2-B TAN-PINK FINE TO MEDIUM SAND, TRACE SILT. RECOVERY-8.

110-112 100/4 BROWN-ORANGE FINE TO MEDIUM SAND, TRACE SILT. RECOVERY-4

15-117 9U 100/4 UGHT TAN-BROWN MEDMUM SAND, LITR1E FINE SAND. RECOVERY-"

120-122 22 20 TAN FINE SAND WITH RED LAMI NATIONS, SOME SILT. RECOVERY-' I0C 120' 26 13 ENTONITE

EAL 124 topolSandPack

125-127 53 133 BROWN-RED FINE SAND. LITTLE SILT. RECOVERY- Er

128' - opofScreen

130-132 25 24 SAME AS ABOVE. RED AT TOP TO TAN AT BOTTcM. RECOVERY-VD

33 32 .. - Sd-ED.E40 0 -SLOT PVC

- CREEN

ORIE#1 RAVEL PACK

137-130 29 24 DARK GRAY; 0-8` FINE SAND; 8-24' STFF SILT & CLAY LAYERS, SOME 28 34 TO LITRLE SAND AT BASE OF SPOON. RECOVERY-24 138' Bottom of WON

140. "" i~ottomofBoring

END OF BORING - 140" 8' STEEL CASING SET FROM 0 TO 4W

w m

BORING NO." SC-W259 PROJECT NO-: 7600-NSl PROJECT: SHIELDALLOY CLIENT: SMC LOCATION. NEWFIELD, NJ BORING DEPTH: 22 FT

CONTRACTOR UNI-TECH DRIUNG DR.LLERS: CONOVER. EVANS SMC INSPECTOR: VALENTI DRILLING METHOD: MUD ROTARY GROUND ELEVATION 99 60 FT CASING ELEVATION: 102.27 FT

DATE STARTED* 12r2=91 DATE COMPLETED* 12P23/91 STATIC WATER LEVELU 90.40 FT NJDEP PERMIT NUMBER:

0-2

2-4

4-0

--8

8-10

15-17

20-22

END OF BOFRNG - 22FT

LOCIONG COVER 00

4! ENTONITE SEAL

- ofc ooScreen

"" SdlED. #40' - : O -SLOT PVC - • CREM,4

- 2RAVEL PACo o

ttorm of Boring 2Z ~ ottom of well

10 44 GrayFILL. grael. sand, and slagfragments 20 14 7 a Ught brown, SAND, gravel, pebbles to 12M, damp 7 8

10 7 Same as above 15 19 18 16 Sameas above 17 16 10 6 Sathrastd, water table at +1- V 5 5

a a LIght brown to Ight orange, SAND & GRAVEL 4 a

2 2 Light brown to light orange. GRAVEL

-1

BORING NO.: SC-26D CONTRACTOR. UNI-TECH DRILLING DATE STMTED: 7409)G2 PROJECT NO.: 7650-N51 DRILLERS: FRK,.VISALM DATE COMPLETE. 7,06)82 PROJECT. SHIELDALLOY TRC INSPECTOR. SMITH STATIC WATER LEVEL 8.40FT CLIENT. SMC DRLLING METHOD" MUD ROTARY NJDEP PERMIT NUMBER: 31-39512 LOCATION: NEWIELD.NJ GROUND ELEVATION: 100.68 FT BORING DEPTH. 143 FT CASING ELEVATION: 100.45 FT

. .. .. .. .. . I. - ....... ..!ii~ii :+• :....,.i:.. .... : : : -:.:s::. :: .:: : : : :: : : : : ::.: :

2... . ..........

0-2 + -2CKING COVER 0.0

5-7 10 14 Brown. une-medum SAND. be sit m odor. dry. 1 5'recovery 20 20

10-12 10 15 Sameas above, 067 recovery Is 15 16.. . 5 SCHEDULE 40

PVC RISER

15-17 7 8 Same as above. 1'recovery 7 8

20-22 8 10 Brown, rneldun SAND, sore fine sand, Itle sit, wet, no odor, 2V 17 18 fL67' recoWy

25-27 10 12 Same as bove. 1' recovery 18 22

30-32 20 20 Brown, fine-medum SAND, title sift, no odor, wet. 12" recovery 28 24

35-37 37 38 LIg' reddsh-broxow line-medumn SAND. lIfte siii, no odor.wt

41 51 V recovery

40-42 48 54W" Same as above. 1'Vecovery 40 3ENTONITE WURRY

45-47 45 50)5 Same as above, 0.5' recovery

50-52 20 28 Lghlt brown. fine-med km SAND. Iltt cut. no odor.wet, 42 30 12' recovery

55-57 20 39 Sa'ne as above 1' recovery 60/4

80-62 30 505 Same as above, 0.5' recovery 80

65-67 40 5=•" Reddish-brown, same as aove. 0 5' recovery

70-72 34 38 Se as shove 1'recovery 45 43

75-77 48 50/4" Light brown. fine-medkim SAND. Ifte si1t1no odor.wet. 067' recvery

80-82 38 5t5" Sa•me as above, 0.87' recovery 8W

85 -87 5W3 Same as above, 025' recovery


PAGE 2 OF 2 BORING NO. PROJECT NO-

SC-260 7650-NSI

95-97 42 50/3' Brown. fine SAND and SILT, litle medum sand, no odor, wet, 0 sr recovery

105-107 50M3 Same as above. 0.5' recovery

115-117 49 50/2' Same as above, 1'recovery

120-122 25 5003 L Ught brown. reddish brown, fine-medium SAND, IWle si1t, no odor. V recovery

125-127 48 50/41 Ught brown, fine- mecdum SAND. IlMe slit, no odor. wet, 0 5' recovery

135-137 8 23 Same as above. 1'recovery 20 37

Start of Clay Layer

145-147 9 9 Dark gray CLAY. Mie slkt, dry, no odor, 2 recovery1 47

END OF BORING - 144"

W2

100

119'

12r

13r

144'

ENTONITE EAL op of Sand Pack

"op of Screen

"SCHED. 040 0-SLOT PVC CREEN

2 Sand Pack

lottom of Well

lottom of Boring

K-

WELL NO" SC-28D

PROJECT NO 1900-00o0-o0010

PROIECfl SHIELD ALLOY (SMC)

LOCATIOIN NEWRELDNI

WELL DEPTH: 153 FEET

PERMKITNO. 3147408

CONrRACTOR.

DRILLERS

TRC INSPECOR.

DRILLING METHOD"

GROUND EU

CASING EL:

UNI-TECH DRILLINO

JESTER, SA•CO, WARREN

SUSCA

MUD ROTARY

107AI

10702

DATE STARTED.

DATE COMPLETED.

WATERTABLE EU

LOCATION.

V24M

7 &J25/9

3603 (V31195)

N 256668 00

E 1.999A72.69

SHIELD ALLOY METALLURGICAL

SC-28D, contued

65 - 67 47 100/5 Tamlw1itc•p Fmne SAND, trm'c s4 u white clay stringes

10' Recovery

70 - 72 43 52 SamenasAbove S100/4" 12' Recovery

75 - 80 62 100/14 TanM-CSAND,ertsfnd. trgravel

10" Recovery

80 - 32 40 100/13 Tan F-C SAND, tUgravel

12' Recovery

15 - 37 36 100/4' TanF-CSAND,itf-cg&ravel

10" Recovery

90 - 92 61 100/3' Tat F-C SAND, tr gravel

10' Recovery

95 * 97 19 32 TanmFVP SAND,.Uclayslrmgecn @2and9'.

38 40 13" Recovery

100 - 102 17 26 Onnge/ran/Red F-VF SAND, some white sand stingern 50 67 17" Recovery

105 - 107 35 100/5' Tan/OnangeFSAND 8" Recovery

110 - 112 20 25 Onnge/TanF-VFSAND,h itlewwiteclaysrnmgems

60 100l2" 11 Recovery

115 - 117 64 100/2" Orange/TanF-MSAND, urcsand

6' Recovery

120 - 122 55 100/4' TanP-MSANDcsand. wbiteclaysnimgermtmpofsample

6' Recovery

125 - 127 14 24 Tan/WhsteF.VFSAND, trclaynsrmgers

37 42 10* Recovery

130 - 132 30 100/3" Tan/BrownF-VFSAND 7" Recovery

127

130

133

r BOREHO

S 100%B]ElqTOMMT

GROUT

S 4o PVC PI=EI

O(sCHEUL 40)

#00 SAND SEAL

TOP OP SAND PACK

TOP OF SCREEN

9-

SHI=EI AU.OY )NrALLWRO1CAL

SC-2SD. contanued

135 - 137 52 100(? Tan F SAND (possibly &Ul woh)

r* Recia

140 . 142 -34 42 TanF SAI4D~ cay bmgaI

22 22 9'R.owvay

145 - 147 -23 30 TanFSAWD.~dIzytanim

37 40 IVkecovety

150 - 152

155 - 157

36 S9 Same as Above

"6 70 Vlecovety

26 22 GreyCLAY. tkf nr4dens&.

50 25 24*R~covy

END OF BORINO - 157 PEST

rBOREScEE

RIISA24DPACr

l4,vCc1cREB

I* SLOT

KI1i30 SOBta cFWSL

Li

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u

>0 Jýg

I

t

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6 4 A A

0

(ammmxw)

wild szz-vAO twpo oM:Lum3a-dg

XW(HO -qaHnAsftL&Ojtn.L

-M Ct-VAO t-PO ON %-W*SU .9 YVq:Putg K VMR'GWS A u'kL

Oct

LZI - SZ1

ZZI - ou

III - Sir

Z11 - Ott

LOT - Sol

ZOT - 001

L6 . S6

U - 06

LIS - SIR

U 08

LL Sz

N3R)D2.f0a=

MVA UMV2.40 dOL

7v3s CHVE oom

.E(OOT 1;

*at

0 Oct w2gf-v-sa

ALM UO Ila- V-s 3 amqcxvs ri-A Inl.

Ulm I-VAO t-M ON tk-U.9 auno

udd t>-VAOIIWAOýjrol

R-- U31--d Ott

W&I 9 I-VAO:IOPO OxIawnd.0, dq . P 'Pvpu'&n p e2u- guqltp taRys JA tn.L

09 6p Sol Cc

.11/05 K

cc =

09 6*

cc

AM

(N-YAO tWPO ON %UAO"'d.t

PMS ri almatm 1 -1

U dd f TWAO '- P PO OMIA MAOý If . 0

RMAJO rm ýMma URI -n

UIM 9-YAO'JOPO Ofj'AJaAOW-d.;

CHYSIMITI,

JDPO Obt lia-lizi

CHWAIMI.ZlIs

PAS A ON -MVHO.2-Z

aws 41 tmlz-o

A/09 lz

Ic oz

.cm 81, tc ff

PnS 0 ON WARJO - 'aNVS W-A MI." CKWM:lwL." U - 04

wild z-vAG:upO oH jm"3*X.9 0 LC L9 . 99

peauQU2 *=-3s

7V3lDVnTrVLvJK;LOTrV am=

c jo Z a0ed

U-

S~lamD ALLOY MEALLURG;ICAL =C29Ml coohnu

Page 3ofi3

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-5s

765O-Ns1

SHIELD ALLOY

SMC

NEWFIELD. NJ

22 FT

DEPTH

tFT) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION

S....................................................................................................................

D- 2 3 5 5 4

2- 4 5 4

3 7

4- 6 12 10

5 B 20 12

12 12

B a 10 10 a

11 10

O.OBROWN FINE TO MEDIUM SAND. TRACE SILT. DRY

RECOVERY - 24"

LT. BROWN FINE TO MEDIUM SAND. LITTLE SILT. MOIST

RECOVERY - 24'

LT. BROWN FINE TO MEDIUM SAND. TRACE CLAY. DRY

RECOVERY - 20"

LT. BROWN FINE SAND. LITTLE SILT. LITTLE CLAY. DRY

RECOVERY - 24*

SAME AS ABOVE. WET AT 8 FT

RECOVERY - 24*

iS - 17 S 4 LT. BROWN FINE TO MEDIUM SAND WITH THIN LAYERS OF GRAY SILT

7 13 RECOVERY - 1BI

20 - 22 9 17 0-6" SAME AS ABOVE 6-14* RED F-C SAND. TRACE GRAVEL

10 12 14-2D0 BROWNIYELLOW FINE TO COARSE SAND

22.0

0.0

2.5

3.5

20.0

LOCKING COVER

CEMENTIBENTONITE

GROUT

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4" PVC SCREEN

10-SLOT

SAND PACK

BOTTOM OF WELL

END OF BORING - 22 FT

CONTRACTOR: EMPIRE SOILS

DRILLERS: KENNEY. EDWARDS

TRC INSPECTOR: MCMORROW

DRILLING METHOD: 6 1/4' AUGERS

GROUND ELEVATION: 94.16

INNER CASING ELEVATION: 96.5$

DATE STARTED: 11128190

DATE COMPLETED: 11/28190

WATER TABLE LEVEL: B FT

LOCATION: N 256790.67

E 1B97854.14

NJDEP PERMIT NUMBER: 313S434-1

.....-x

CONTRACTOR:

DRILLERS:

IRC INSPECTOR:

DRILLING METHOD:

GROUND ELEVATION:

INNER CASING ELEVATION:

EMPIRE SOILS

KENNEY. EDWARDS

MCMORROW

MUD ROTARY

102.16

103.19


DATE COMPLETED: 11119190

WATER TABLE LEVEL: 9.0 FT

LOCATION: N 258O18.45

E 1901049.93

NJDEP PERMIT NUMBER: 3135226-0

DEPTH

(FT) BLOWS SOIL DESCRIPTION

0- 2 9

5

Z- 4 7

6

4- 6 5

9

S-B 6

10

8- 10 13

B

11

7

6 B

B

8

)S

11

11

DARK BROWN. FINE TO MEDIUM SAND. TRACE SILT. MOIST

RECOVERY - 22"

BROWN FINE TO MEDIUM SAND. MOIST

RECOVERY - 18'

BROWN/ORANGE FINE TO COARSE SAND. TRACE GRAVEL. MOIST

RECOVERY - 22°

0-12* BROWN FINE SAND. LITTLE SILT. TRACE CLAY. MOIST

12-20- BROWN/ORANGE FINE TO MEDIUM SAND. MOIST

BROWN/ORANGE FINE TO COARSE SAND. TRACE SILT. WET

RECOVERY - 24'

0.0 7

H -7

0.0

15 - 17 4 S BROWN FINE TO COARSE SAND. TRACE GRAVEL. WET

4 6 RECOVERY - 8'

2D - 22 B 7 BROWN/ORANGE FINE TO COARSE SAND 7 6 RECOVERY - ID'

25 2 27 10 9 BROWN/ORANGE FINE TO COARSE SAND. LITTLE GRAVEL

8 11 RECOVERY - 6'

30 - 32 6 1 0-3" SAME AS ABOVE

1 3 3-10' DARK GRAY CLAY. VERY STIFF

3S - 37 3 4 0-12' LT. GRAY CLAY. LITTLE SILT

1 B 12-18" BROWN SILT. SOME FINE SAND. TRACE CLAY. MOIST

40 - 42 2 3 BROWN FINE TO COARSE SAND

3 5 RECOVERY - 8'

CONTINUED ON NEXT PAGE CONTINUED

35.0

C I CONTINUED

LOCKING COVER

CEMENT/BENTONITE

GROUT

8" STEEL CASING

4" SCHEDULE 40

PVC RISER

BENTONITE SLURRY

BOTTOM OF STEEL

CASING

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-12D

7650-N51

SHIELD ALLOT

SMC

NEWFIELD. NJ

142 FT

K-,

t-

LITHOLOGY WELL CONSTRUCTION

CONTINUED ON NEXT PAGE CONTINUED

SC-IZD PAGE 2 OF 3

DEPTH

(FT) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION

45 - 47 2 8 BROWN FINE TO COARSE SAND

9 13 RECOVERY - 12"

so - 52 3 S LT. BROWN FINE TO MEDIUM SAND. TRACE SILT

30 3D RECOVERY- 4"

$5 57 S 11 SAME AS ABOVE WITH THIN WHITE LAYERS OF SILT THROUGHOUT

IS 20 IRECOVERY - 14"

60 62 10 15 LT. BROWN TO WHITE FINE TO MEDIUM SAND 60.0 4" SCHEDULE 40

20 20 RECOVERY - 14" PVC RISER

65- 67 9 15 'LT. BROWN FINE TO MEDIUM SAND 65.0

21 21 RECOVERY - 12

70 - 72 10 15 SAME AS ABOVE

33 37 RECOVERY -S

75 77 22 24 SAME AS ABOVE

28 32 RECOVERY - 12"

BENTONITE SLURRY

80 - 82 20 19 BROWN FINE SAND. TRACE SILT

17 2B RECOVERY - 2

85 - 67 10 12 LT. BROWN FINE SAND. TRACE SILT

11 20 RECOVERY - 22'

90 - 92 15 29 LT. BROWN FINE TO COARSE SAND


CONTINUED ON NEXT PAGE CONT1NUED CONTINUED

I____________

SC-12D PAGE 3 OF 3

S.......................................................................................................................................... ....

DEPTH

(FT) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION S ......................... o............o...................................................... ............ °................ .oo°...... ... °.. °...o..



100 - 102 35 42 BROWN/ORANGE FINE

67 65 RECOVERY - 8'

TO COARSE SAND. TRACE SILT


67 100 RECOVERY - 14"

110 112 34 )O015"SAME AS ABOVE

RECOVERY - 8'

115 117 10015" BROWN/RED FINE TO MEDIUM SAND. TRACE SILT RECOVERY - 3'

120 122 12 11 BROWN FINE SAND. LITTLE SILT


125 - 127 12 22

20 iB

LT. BROWN FINE SAND. LITTLE SILT

RECOVERY - 12'

130 132 6 6 DARK GRAY FINE SAND AND SILT

9 9 RECOVERY - 14"

135 -137 5 6 SAME AS ABOVE

5 B RECOVERY - 20°

140 - 142 3 5 0-18" SAME AS ABOVE

12 16 18-24" DARK GRAY SILT. SOME CLAY

END OF BORING - 142 FT 142

I,,m

122.0

124.0

126.0

136.0

L

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4* PVC SCREEN

10-SLOT

SAND PACK

BOTTOM OF WELL


DRILLERS: KENNEY. EDWARDS

TIRC INSPECTOR: HCMORROW

DRILLING METHOD: MUD ROTARY


INNER CASING ELEVATION: 101.99


DATE COMPLETED: 11)21/90



E 1901067.B2

NJDEP PERMIT NUMBER: 3135Z27-8

DEPTH


............................................................................................ ....................................

CA00 - 2 3 •BRONNORANGE FINE TO COARSE SAND. TRACE GRAVEL. MOIST

3 3 RECOVERY - 18"

2- 4 4 1 0-8' SAME AS ABOVE

2 3 ,/8-12" DARK BROWN FINE TO MEDIUM SAND. TRACE SILT

4 6 4 2 0-12" SAME AS 8-12" ABOVE

2 2 12-24" GRAY FINE TO MEDIUM SAND. TRACE SILT. MET

10 - 12 10 B BROWN FINE TO MEDIUM SAND. TRACE SILT. TRACE GRAVEL

1i 12 RECOVERY -8

15 - 17 4 4 BROWNIORANGE FINE TO COARSE SAND. TRACE GRAVEL

4 4 RECOVERY - 6"

20 - 22 3 4 LT. BROWN FINETO COARSE SAND. TRACE SILT

4 6 RECOVERY - 8'

25 - 27 1 1 O.4' BLACK FINE TO MEDIUM SAND. TRACE SILT

1 2 4-8" DARK GRAY SILT AND FINE SAND

30 32 3 7 0-12" GRAY SILT. LITTLE FINE SAND. LITTLE CLAY

1z 16 , 12-24° BROWN'FINE TO COARSE SAND. TRACE SILT

35 - 37 7 B LT. BROWN FINE TO COARSE SAND. TRACE SILT


40 - 42 7 13

11 12

LT. BROWN'FINE TO COARSE SAND

RECOVERY - 6"


0.

3C

CONTINUED

.0

CONTINUEC

OCKING COVER

CEMENT/BENTONITE

GROUT

B" STEEL CASING

4" SCHEDULE

PVC RISER

40

BENTONITE SLURRY

BOTTOM OF STEEL

CASING

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-13D

7650-N5I

SHIELD ALLOY

SMC

NEWFIELD. NJ

142 FT

J

O.

SC-13D PAGE 2 OF 3

DEPTH



17 25 RECOVERY - B"

so - 62 8 19 LT. BROWN FINE TO COARSE SAND. TRACE SILT

21 24 RECOVERY - 10O

65 • 57 8 14 SAME AS ABOVE


60 - 62 5 1i SAME AS ABOVE. COLORS RANGE FROM REDDISH BROWN. TO WHITE. TO LT. BROWN 60.0

iB 19 BACK TO REDDISH BROWN. RECOVERY - 8'

4" SCHEDULE 40

PVC RISER

65 - 67 1i 20 REDDISH BROWN FINE TO MEDIUM SAND. TRACE COARSE SAND. TRACE SILT 6. 0 -

30 30 RECOVERY - 12,

7D - 72 21 44 SANE AS ABOVE

64 62 RECOVERY - 18*

76 77 23 36 SANE AS ABOVE


BENTONITE SLURRY

so0- 82 23 30 SANE AS ABOVE 50/5* RECOVERY - 14'

as6- 87 20 30 SAME AS ABOVE 33 37 RECOVERY - 12'

90 - 92 17 36 RED FINE TO MEDIUM SAND. TRACE SILT


CONTINUED ON NEXT PAGE CONTINUED CONTINUED

L-

SC-13D PAGE 3 OF 3

I- ------- * ....... - ------- I ................ * ------ --------

DEPTH

(F7) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION

95 - 97 22 3D 0-12" REDIBROWN FINE TO COARSE SAND. TRACE SILT

16 30 12-1B" REOIBROWN FINE SAND. LITTLE SILT. TRACE CLAY

300 - 102 13 20 REDIBROWN FINE TO COARSE SAND. TRACE SILT


10D 107 21 63 BROWN/ORANGE FINE TO MEDIUM SAND. TRACE SILT


110 - 112 15 29 SAME AS ABOVE

45 50/1-, RECOVERY S-i

115 117 17 Bc BRONi/ORANGE FINE TO MEDIUM SAND. TRACE SILT

10015" RECOVERY - 12"

120 - 122 8 20 - LT. BROWN FINE TO MEDIUM SAND WITH STRINGS OF GRAY CLAY AT 2"

22' 22 RECOVERY - 8

121 - 127 13 23 LT. BROWN FINE SAND. TRACE SILT


130 - 132 WOR 17 - DARK GRAY FINE SAND. TRACE SILT




140 - 142 6 6 DARK GRAY SILT AND CLAY

10 9 RECOVERY - 24°


3IIZ

123.0 BENiONITE SEAL

122.0 TOP OF SAND

127.0 TOP OF SCREEN

4" PVC SCREEN

10-SLOT

SAND PACK

137.0 BOTTOM OF WELL

142

CONTRACTOR:

DRILLERS:

TRC INSPECTOR:

DRILLING METHOD:

GROUND ELEVATION:


EMPIRE SOILS

KENNEY. EDWARDS

MCMORROW

6 1/4* AUGERS

105.83

108.38

DATE STARTED: 11114/90

DATE COMPLETED: il/1i/go WATER TABLE LEVEL: IS FT

LOCATION: N 2S8497.60

E 1900828.94

NJDEP PERMIT NUMBER: 313521S-4

BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION

0- 2 7 10

9 7

2- 4 6 6

7 8

4- 6 7 9

11 9

6- 8 14 35

35 30

S-10 30 40

26 34

10 -12 18 43

44 57

12 -14 44 42

35 40

14-16 10 12

11 1s

BROWN FINE TO MEDIUM SAND. TRACE SILT. MOIST

RECOVERY - 20O

BROWN FINE TO MEDIUM SAND. TRACE SILT. TRACE GRAVEL. MOIST

RECOVERY - 24"

SAME AS ABOVE

RECOVERY - 24'

BROWN FINE TO COARSE SAND. LITTLE GRAVEL. DRY

RECOVERY - 22"

BROWN FINE TO MEDIUM SAND. TRACE SILT. TRACE GRAVEL. MOIST. DENSE

RECOVERY - 24"

SAME AS ABOVE. DRY

RECOVERY - 18'

BROWN FINE TO COARSE SAND. TRACE GRAVEL. TRACE SILT. DENSE. MOIST

RECOVERY - 24"

SAME AS ABOVE. WET AT 15 FT.

RECOVERY - 18'

0.0

20 - 22 9 14 BROWN FINE TO COARSE SAND. TRACE GRAVEL. WET


25 - 27 7 13 LT. BROWN FINE TO COARSE SAND. LITTLE GRAVEL. WET


27.0

.1

12.0

27.0

LOCKING COVER

CEMENT/BENTONITE

GROUT

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4" PVC SCREEN

10-SLOT

SAND PACK

BOTTOM OF WELL


BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-14S

7650-NSI

SHIELD ALLOY

SJIC

NEWFIELD. NJ

27 FT

- -

DEPTH

(FT)

7=

,-.j

;L6

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-lBS

7650-N51

SHIELD ALLOY

SmC

NEWFIELD. NJ

27 FT

CONTRACTOR:

DRILLERS:

TRC INSPECTOR:

DRILLING METHOD:

GROUND ELEVATION:


EMPIRE SOILS

KENNEY. EDWARDS

MCMORROW . DRAKE

6 114" AUGERS

106.06

108.32



WATER TABLE LEVEL: 15 FT

LOCATION: K 258687.72

E 1899984.34


DEPTH


.........................................................................................................................................

0 2 2 60 17 0-04" GRAY CRUSHED GRAVEL

12 13 4-28' BLACK FINE TO MEDIUM SAND. TRACE GRAVEL. DRY

2 - 4 7 8 BROWN FINE SAND. LITTLE SILT. MOIST.

9 9 RECOVERY - 8

4 - 6 13 17 BROWN FINE TO MEDIUM SAND. DRY

14 1S RECOVERY - Z"

6 - B 34 35 BROWN/RED FINE TO MEDIUM SAND. TRACE SILT. TRACE GRAVEL. MOIST


BS 10 4D 52 --'SAME AS ABOVE,

55 57 RECOVERY - 15*

10 12 26 29 ORANGE/RED MEDIUM TO COARSE SAND. LITTLW GRAVEL. TRACE SILT. M

'33 35 RECOVERY - 13"



14 16 9 17 SAME AS ABOVE. SATURATED


0,0

OIST

20 - 22 9 17 LT. BROWN/ORANGE COARSE TO MEDIUM SAND. TRACE SILT

25 27 RECOVERY - 9"

2- 27 9 9 LT. BROWN COARSE TO MEDIUM SAND. TRACE GRAVEL

14 17 RECOVERY - 12ý.

27.0

LOCKING COVER

"CEMENTIBENTONITE GROUT

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4" PVC SCREEN

10- SLOT

SAND PACK

BOTTOM OF WELL



DRILLERS: MATT. BOB

TRC INSPECTOR: MULLEN

DRILLING METHOD: 6 114' AUGERS




DATE COMPLETED: 11/14/90



E 1899321.81

NJDEP PERMIT NUMBER: 3135217-S

DEPTH


2 1

1

2

2

2 2

2

3

4

4

4

10

14

15

20

0.00-B', DARK BROWN MEDIUM TO FINE SAND. LITTLE SILT

8-17' ORANGE/BROWN COARSE TO MEDIUM SAND. SOME SILT

BROWN/ORANGE MEDIUM TO FINE SAND. SOME SILT

RECOVERY - 1IS

ORANGE MEDIUM T0 FINE SAND. SOME SILT

RECOVERY - 14"

ORANGE MEDIUM TO FINE SAND. TRACE SILT

RECOVERY - 20 *

ORANGE COARSE TO MEDIUM SAND. TRACE SILT. MOIST

RECOVERY - 22"

SAME AS ABOVE

RECOVERY - 22'

SAME AS ABOVE

RECOVERY - 1BI

SAME AS ABOVE. WATER AT 15 FT.

RECOVERY - 12"

19 - 21 6 B ORANGE/BROWN MEDIUM TO FINE SAND

10 11 RECOVERY - 1B8

24- 26 5 6 ORANGE COARSE TO FINE SAND. TRACE SILT

10 10 RECOVERY - 8'

26.0

-¼

9.

a.

t

I-,....

0.0

8.0

10.0

12.0

27.0

0- 2 1

4

2- 4 2

1

4- 6 1 2

6 - B 2

4

8- 10 3

5 ID-12 3

6

12 -14 9

10

14 - 16 12

20

r7

=7

LOCKING COVER

CEMENTIBENTONITE

GROUT

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4" PVC SCREEN

10-SLOT

SAND PACK

ROTTOM OF WELL


BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-16S

7D50-NSI

SHIELD ALLOY

SMC

NEWFIELD. NJ

26 FT

<�*

K

I

I


DRILLERS: MATT. BOB


DRILLING METHOD: 6 114' AUGERS







E 1899214.12

NJDEP PERMIT NUMBER. 313S229-4

DEPTH

(FT) BLOWS SOIL DESCRIPTION L1THOLOGY WELL CONSTRUCTION

.. ................. .....................................................................................................

(LITHOLOGIES FROM 0-27 FT TAKEN FROM BORING LOG SC-17D)

C - 2 3 1 ' ORANGE/BROWN SILT'AND FINE SAND. SOME WOOD FRAGMENTS IN TIP

2 5

2 - 4 6 10

8 11

4 - 6 14 22

24 28

6- 8 17 26

28 28

8- 10 17 24

26 27

10 - 12 6 5

9 12

12 - 14 12 7

13 13

14 - 16 16 22

20 27

16 - 18

' -. 1.0.0

RECOVERY - 3'

ORANGE FINE SAND AND SILT. TRACE MEDIUM SAND. TRACE GRAVEL

RECOVERY - 12* ORANGE FINE TO MEDIUM SAND AND GRAVEL. TRACE COBBLES

RECOVERY - 12'

ORANGE FINE TO MEDIUM SAND. SOME GRAVEL. TRACE COBBLES

RECOVERY - 1$

ORANGE FINE TO MEDIUM SAND. SOME COARSE SAND. LITTLE GRAVEL. TRACE SILT

RECOVERY - 22'

ORANGE MEDIUM TO COARSE SAND. SOME GRAVEL

RECOVERY - 18°

SAME AS ABOVE

RECOVERY - 18"

ORANGE FINE TO MEDIUM SAND. TRACE SILT. MOIST

RECOVERY - 19.

SORANGE FINE TO MEDIUM SAND. SOME COARSE SAND. TRACE SILT. WET

RECOVERY - 18'

20 - 22 11 18 LT. BROWN MEDIUM TO COARSE SAND. LITTLE GRAVEL


25 - 27 10 12 LT. TAN FINE TO MEDIUM SAND. TRACE COARSE SAND. I* OF WHITE SILTY

11 26 CLAY IN TIP OF SPOON. RECOVERY - B'

27.0

'S.

'S....

5**

--:0--

0.0

9.C

11.1

13.0

28.0

I-

a

LOCKING COVER

CEMENT/BENTONITE

GROUT

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4" PVC SCREEN

10-SLOT

SAND PACK

BOTTOM OF WELL


BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-17S

7650-Nil

SHIELD ALLOY

SMC

NEWFIELD. NJ

27 FT


DRILLERS: EMPSON. SNYDER

TRC INSPECTOR: GLEZEN








E 1899201.04

NJDEP PERMIT NUMBER: 3135223-S

DEPTH


0- 2 3 1

2 5

2 4 6 10

8 11

4 6 14 22

24 28

6 8 17 26

28 28

- 10 17 24

26 27

10 12 6 5

9 12

12 -14 12 7

13 13

14 16 16 22

20 27

16 18

ORANGEIBROWN SILT AND FINE SAND. SOME WOOD FRAGMENTS IN TIP 0.0

RECOVERY - 3'

ORANGE FINE SAND AND SILT. TRACE MEDIUM SAND. TRACE GRAVEL

RECOVERY - 12"

ORANGE FINE TO MEDIUM SAND AND GRAVEL. TRACE COBBLES

RECOVERY - 12°

ORANGE FINE TO MEDIUM SAND. SOME GRAVEL. TRACE COBBLES

RECOVERY - 18'

ORANGE FINE TO MEDIUM SAND. SOME COARSE SAND. LITTLE GRAVEL. TRACE SILT

RECOVERY - 22"

ORANGE MEDIUM TO COARSE SAND. SOME GRAVEL

RECOVERY - 18"

SAME AS ABOVE

RECOVERY - 18S

ORANGE FINE TO MEDIUM SAND. TRACE SILT. MOIST

RECOVERY - 19"

ORANGE FINE TO MEDIUM SAND. SOME COARSE SAND. TRACE SILT. WET

RECOVERY - 18'

20 - 22 11 18 LT. BROWN MEDIUM TO COARSE SAND. LITTLE GRAVEL


25 - 27 10 12 LT. TAN FINE TO MEDIUM SAND. TRACE COARSE SAND. I' OF WHITE SILTY

11 26 CLAY IN TIP OF SPOOK. RECOVERY - 8"

30 - 32 10 16 BROWN MEDIUM TO COARSE SAND. SOME GRAVEL. TRACE CLAY


35 - 37

40 42 28 64

73 78

LT. BROWN/PINK FINE TO MEDIUM SAND

RECOVERY - 12"

LT. TAN/PINK FINE TO MEDIUM SAND. TRACE COARSE SAND. TIGHT

RECOVERY - 12'


S0

16

CONTINUED

.0

.OCKING COVER

CEMENTIBENTONITE

GROUT

4' SCHEDULE 40

PVC RISER

BENTONITE SLURRY

CO

CON71NUED

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-17D

7650-NSI

SHIELD ALLOY

SMC

NEWFIELD. NJ

155 FT<-I

'I

t-

5.0

SC-liD PAGE 2 OF 4

S.............. •......................................................................oo......... °.. °°°o......... °.. °...........°...........°......

DEPTH

(FT) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION .°....... •. o° ......................................... ................ ..... .......... .................... .°.°.. °... ... ° ..... .°°°.... o....°...•

45 - 47 15 365 LT. yTAN/PINK FINE TO MEDIUM SAND. TRACE COARSE SAND. TIGHT

66 65 RECOVERY -,

10 S2 12 14 LT. BROWN MEDIUM TO COARSE SAND. LITTLE GRAVEL

25 32 RECOVERY- 12'

55 57 21 31 TANIPINK FINE TO MEDIUM SAND. TRACE COARSE SAND

1O016 RECOVERY - 4° 4" SCHEDULE 40

PVC RISER

60 62 2243 LT. TANIPINK FINE TO MEDIUM SAND. TRACE COARSE SAND. TIGHT

44 19 RECOVERY- 12

65 67 i1 60 LT. TAN/PINK FINE SAND. TRACE MEDIUM SAND. TIGHT

71 60 RECOVERY -S

70 72 24 26,. SAME AS ABOVE. SOME COARSE SAND

36 32 RECOVERY - B" BENTONITE SLURRY

75 77 35 22 LT. TAN/PINK FINE TO MEDIUM SAND. SOME COARSE SAND. LITTLE GRAVEL

28 28 RECOVERY - S

I0 82 18 22 LT. TANIPINK FINE SAND. SOME SILT. WITH FINE LAMINATIONS OF WHITE SILT

26 26 RECOVERY -14"

865 87 6 13 LT. TAN FINE TO VERY FINE SAND. SOME SILT. WITH SMALL WHITE SILT LAYERS


88 90 18 35 PINK/TAN FINE TO VERY FINE SAND. LITTLE SILT

75/6' RECOVERY So


I_____________________

SC-1ID PAGE 3 OF 4

S.......................................................................................................................... :o .......... oo.. oooo.

DEPTH

(F7) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION

S.............. ........ o.................................................................o................................ oooooooooo.............

93 95 14 26 BROWN/ORANGE FINE SAND. TRACE SILT. SOME SMALL WHITE SILTY CLAY

34 31 LAMINATIONS. RECOVERY - 18'

98 100 30 50 LT. TAN FINE SAND. LITTLE MEDIUM SAND. TRACE SILT. SOME SNALL VARVED

751/6 CLAY LAYERS. RECOVERY - 14

103 - 105 35 7516' BROWN/ORANGE FINE TO MEDIUM SAND. SOME COARSE SAND. TRACE CLAY

RECOVERY - 12'

108 110 32 11 LT. TAN FINE TO COARSE SAND. LITTLE FINE GRAVEL

75/6" RECOVERY - 12"

113 - 115 38 75/6' BROWN/ORANGE FINE TO MEDIUM SAND. SOME COARSE SAND. TRACE GRAVEL

RECOVERY - 6*

116 - 120 38 71/6" BROWNIORANGE FINE TO MEDIUM SAND. LITTLE SILl

RECOVERY - 4"

123 - 125 46 62 LT. TAN FINE TO MEDIUM SAND. SOME COARSE SAND. LITTLE GRAVEL


128 - 130 46 26

16 10

NO RECOVERY

133 - 135 15 22 LT. TAN FINE TO VERY FINE SAND. SOME MEDIUM SAND. LITTLE SILT


*�2.

9,

4* SCHEDULE 40

PVC RISER

BENTONITE SLURRY

CONTINUED CONTINUED

K-,


SC-17D PAGE 4 OF 4

.. ......... o o ................. o .o.............................. .... ..... ....... o . ................. ................... ...... ...... .............

DEPTH

(F7) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION ............... ... ... ° .. .......... ......... ............. ................................ o................ .... ... .... o........... ........ .o.oo..o..,

138 - 140 26 16 LT. TANIGRAY FINE TO VERY FINE SAND AND SILT. TRACE CLAY

15 10 RECOVERY - 12" 139.0 BENTONITE PELLETS

141.0 TOP OF SAND

143 145 12 27 SAME AS ABOVE 143.0 TOP OF SCREEN

27 23

4* PVC SCREEN

10-SLOT

146 150 69 92 0-8" LT. TAN FINE TO COARSE SAND AND GRAVEL

29 30 8-12" LT. TAN FINE SAND AND SILT. LITTLE CLAY SAND PACK

153 155 8 10 VARVED DARK GRAY SILTY CLAY. WITH SMALL SILT LAYERS 153.0 BOTTOM OF WELL

17 23



DRILLERS: MATT. BOB


DRILLING METHOD: 6 1/4* AUGERS






LOCATION: N 2S7244.49

E 1898296.26


DEPTH

(FT) BLOWS S.....o.. o ............

SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION .°........................................................................................ .......... ..... °. o......o....

S

2 2

3 8

16

20

14

BROWN MEDIUM TO, FINE SAND

RECOVERY - 18°

ORANGEIBROWN MEDIUM SAND. LITTLE GRAVEL. MOIST

RECOVERY - 16*

ORAIIGE COARSE TO MEDIUM SAND AND GRAVEL. MOIST

RECOVERY - 20'

0-6' SAME AS ABOVE

6-12' ORANGE COARSE SAND. SOME GRAVEL. WET

0.0

13 - 15 2 2 RED COARSE SAND AND GRAVEL

2 2 RECOVERY - 6"

15.0

7.

I ML-

0.0

1.5

2.5

4.0


LOCKING COVER

CEMENT/BENTONITE

GROUT

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

" 4 PVC!

10-SLOT

SCREEN

SAND PACK

BOTTOM OF WELL

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-l8S

7650-NS1

SHIELD ALLOY

SNC

NEWFIELD. NJ

15 FT

0- 2 2

3

2- 4 2

2

4 -6 5

10

6 8 20

15

I-



TRC INSPECTOR. GLEZEN



"INNER CASING ELEVATION: 96.01





E 1998281.06


BLOWS SOIL DESCRIPT: ION LITHOLOGY WELL CONSTRUCTION ..............................................................................

0- 2 2 5

3 2

2- 4 2 2

2 3

4- 6 8

10 16

6- a 20 20

1s 14

13 " 15 2 2

2 2

0.0BROWN MEDIUM TO FINE SAND

RECOVERY - 1S*

ORANGEIBROWý MEDIUM SAND. LITTLE GRAVEL. MOIST

RECOVERY - 16"

ORANGE COARSE TO MEDIUM SAND AND GRAVEL. MOIST RECOVERY - 20D

0-6- SANE AS ABOVE

'6-12" ORANGE COARSE SAND. SOME GRAVEL. WET

RED COARSE SAND AND GRAVEL

RECOVERY - 6"

20 - 22 7 10 RED MEDIUM TO COARSE SAND AND GRAVEL. TRACE FINE SAND

10 10 RECOVERY - s"

25 - 27 6 7 SAME AS ABOVE. ORANGE

7 8 RECOVERY - 12"

30 - 32 13 14 -ALTERNATING LAYERS OF RED TO BROWN. FINE TO MEDIUM SAND. SOME

14 17 COARSE SAND. TRACE GRAVEL.

35 - 37 1'0 11 REDIORANGE FINE TO COARSE SAND. SOME GRAVEL. LITTLE SILT. TRACE CLAY

11 13 RECOVERY -12

40 - 42 18 27 -'PINK FINE TO MEDIUM SAND. TRACE COARSE SAND



t i

*,. 8,:

2;

.,

0-.

*8

CONTIZNU

0.0E C

JED CONTINUI

"-LOCKING COVER

4' SCHEDULE 40 PVC RISER

BENTONITE SLURRY

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION: BORING DEPTH:

SC-1BD

76504-51

SHIELD ALLOY ,SNC

NEWFIELD. NJ

137 FT

DEPTH

7T)

0

I-

SC-lBD PAGE 2 OF 3

DEPTH

(FT) BLOWS SOIL DESCRIPTION

45 - 47 18 24 PINK FINE TO MEDIUM SAND. TRACE COARSE SAND. TRACE CLAY


s0 - 52 18 25 PURPLE/RED FINE TO MEDIUM SAND. TRACE COARSE SAND


55 57 30 45 PED/PINK MEDIUM TO COARSE SAND. LITTLE GRAVEL. TRACE FINE SAND


60 - 62 32 42 ORANGE/BROWN MEDIUM TO COARSE SAND. SOME FINE SAND. LITTLE eRAVEL

47 55 RECOVERY - 18s

65 - 67 38 45 ORANGE/YELLOW MEDIUM TO COARSE SAND. SOME FINE SAND. TRACE GRAVEL


70 - 72 28 32 LT. TAN/WHITE FINE TO VERY FINE SAND. LITTLE SILT


75 - 77 18 18 LT. TAN FINE TO VERY FINE SAND. FEW WHITE SILT AND CLAY LAYERS


80 - 82 21 26 ORANGE FINE TO VERY FINE SAND. BOTTOM 3' WHITE SILT. LITTLE CLAY.

26 29 TRACE FINE SAND

8e - 87

90 - 92

13 15 INTERBEDDED TAN FINE TO VERY FINE SAND. WITH WHITE SILT. FINE SAND.

16 15 LITTLE CLAY LAYERS. RECOVERY - 18'

18 32 ORANGE FINE TO MEDIUM SAND. TRACE SILT. TRACE CLAY

76/6' RECOVERY - 12'


ITHOL41

* & .1

C

0

.1

:ONTIN

IY WELL CONSTRUCTION

A* SCHEDULE 40

PVC RISER

BENTONITE SLURRY

UED CONTINUED

U-,

'��1

SC-ISD PAGE 3 OF 3

............................. °.............................. °........... °...... o.......... °..... o°°

DEPTH

\l,,.•' 1*(FT) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION .. . . .*.. . . .. . .. .*- - -- - -*- - -- - - - -H"- - -OL-- - - - -*O-- - - - --* - - -- - - - - - -- -*. . . *L ....... .......

95 - 97 30 40 IAN FINE SAND. SOME VERY FINE SAND. LITTLE SILT


100 - 102 -'-35 45- TANIORANGE FINE TO MEDIUM SAND. LITTLE SILT. TRACE COARSE SAND

7516" RECOVERY - 12'

105 - 107 25 15 LT. TAN/PINK FINE TO VERY FINE SAND. SOME SILT. LOOSE


110 - 112 20 30 IAN/PINK FINE SAND. LITTLE MEDIUM SAND. TRACE SILT

75/6" RECOVERY - 34"

115 - 117 28 25 LT. GRAY AND RUST LAYERS OF FINE TO MEDIUM SAND. SOME SILT

12 12 RECOVERY - 18°

120 - 122 6 7 0-14" ORANGE FINE TO MEDIUM SAND. LITTLE COARSE SAND. TRACE SILT

B 12 14-18" DARK GRAY/BLACK FINE SAND. SOME SILT

126 - 127 28 26 GRAY/BLACK VERY FINE TO MEDIUM SAND. SOME SILT. LITTLE CLAY

27 25 REOVERY - 18"

130 - 132 8 10

13 16

:o

BLACK VARVED SILT AND CLAY. TRACE VERY FINE SAND

114 .5

116.5

119.0

129.0

130.0

4" SCHEDULE 40

PVC RISER

BENTONITE SLURRY

BENTONITE SEAL

TOP OF SAND

70P OF SCREEN

4" PVC SCREEN

10 - SLOT

SAND PACK

BOTTOM OF WELL

BOTTOM OF HOLE

135 - 137 38 42

75/6"

BLACK VARVED SILT AND CLAY. SOME FINE SAND


137.0

S................................. O.................................................O.....O.......0................Q.........•....... b........6.......

I


DRILLERS: MATT. BOB


DRILLING METHOD: 6 1/4' AUGERS



DATE STARTED: 11111S90




E 1898682.30

NJOEP PERIT NUMBER: 3135224-3

DEPTH


ILITHOLOGIES FROM 0-17 FT TAKEN FROM BORING LOG SC-19D)

0- 2 3

4

2- 4 5

7

3

7

7

0-5" DARK BROWN FINE SAND. SOME SILT. TRACE ORGANICS

5-818 ORANGE FINE SAND. SOME MEDIUM SAND. MOIST

0-4' ORANGE MEDIUM TO COARSE SAND

4-18- LT. BROWN. FINE SAND. SOME SILT. WET

10 - 12 a a ORANGE MEDIUM TO COARSE SAND. SOME GRAVEL

11 9 RECOVERY - 14"



0.0

1S.0

0.0

1.0

1.5

2.0

17.0

KI

LOCKING COVER

CEMENT GROUT.

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4' PVC SCREEN

10-SLOT

SAND PACK

BOTT0M OF WELL


BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-19S

7650-NS1

SHIELD ALLOY

NEWFIELO. NJ

17 FT

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-19D

7650-N51

SHIELD ALLOY she

NEWFIELD. NJ

135 FT

DEPTH


..................... .................................................................................................................

O-S" DARK BROWN FINE SAND. SOME SILT. TRACE ORGANICS

5-1B ORANGE FINE SAND. SOME MEDIUM SAND. MOIST

0-4" ORANGE MEDIUM TO COARSE SAND

4-18o LT. BROWN. FINE SAND. SOME SILT. WET

10 - 12 B 6 ORANGE MEDIUM TO

11 9 RECOVERY - 14'

COARSE SAND. SOME GRAVEL



20 -22 6 9 SANE AS ABOVE

12 10 RECOVERY - 6"

25 - 27 6 11 LT. TANIORANGE FINE SAND. LITTLE SILT. LITTLE MEDIUM SAND


30 32 14 15 LT. TAN/PINK FINE SAND. SOME SILT. SOME THIN WHITE SILT LAYERS


35 - 37 13 13

"19 19

LT. TAN/PINK MEDIUM TO COARSE SAND. LITTLE GRAVEL. TRACE FINE SAND

RECOVERY - 12'

40 - 42 17 22 , LT. TAN/PINK FINE TO MEDIUM SAND. TRACE SILT



.9.

.0:..

'S

I'

0.0

CONTINUED

0- 2 3 3

2-4 15

7 7

OCKING COVER

0.0



TRC INSPECTOR: GLEZEN








E 1899694.73


LI

4

CONTINUED

* SCHEDULE 40

PVC RISER

BENTONITE SLURRY

0

L-

SC-19D PAGE 2 OF 3

DEPTH


......... ... ........................................................................... ....... .................... ... .......... .... ....

45 - 47 13 22 LT. TAN FINE TO MEDIUM SAND. TRACE SILT


10 - sz 22 Z9 LT. BROWN MEDIUM TO COARSE SAND. LITTLE FINE SAND. LITTLE GRAVEL

36 38 RECOVERY - 12

SS 5 17 is 37 LT. BROWNIPINK FINE TO MEDIUM SAND. SOME GRAVEL

50 61 RECOVERY - 12' 4 SCHEDULE 40 PVC RISER

60 - 62 17 26 LT. BROWN/PINK MEDIUM TO COARSE SAND. LITTLE GRAVEL


65 - 67 32 34 TAN/PINK FINE TO MEDIUM SAND. TRACE GRAVEL

48 52 RECOVERY -4

70 72 NO RECOVERY .

BENTONITE SLURRY

75 7 77 9 9 BROWN/ORANGE FINE SAND AND SILT WITH THIN WHITE SILT LAYERS. TRACE CLAY

10 16

so - 82 B a BROWN/ORANGE FINE SAND WITH THIN WHITE SILT LAYERS. TRACE CLAY

10 12 RECOVERY - 2D

8a 87 10 15 SAME AS ABOVE


BB 90 11 11 SANE AS ABOVE

11 10 RECOVERY - 8'


<�2

SC-19D PAGE 3 OF 3

.................... .. .................. • .................................. ' ....... • ........................ oo°........................... o........

DEPTH


.............................................................. o......................................................................

93 - 95 38 62 LT. TANIBRfOWN FINE TO VERY FINE SAND. LITTLE SILT. TIGHT

10016* RECOVERY - 5"

98 100 9 27 LT. DROWN FINE SAND. TRACE MEDIUM SAND. TRACE SILT. TIGHT

100/P6 -- RECOVERY - P'

103 105 18 36 SANE AS ABOVE WITH SOME VERY SMALL WHITE SILTY LAMINATIONS

28 24 RECOVERY - 7"

ID - 110 18 26 LT. BROWN/ORANGE FINETO MEDIUM SAND. LITTLE COARSE SAND


113 - 115 29 61 -LT. BROWN FINE TO VERY FINE SAND. LITTLE MEDIUM SAND

100/P" RECOVERY - 2"

11 - 120 14 15 LT. BROWN/ORANGE FINE TO MEDIUM SAND. TRACE SILT

15 16 RECOVERY - 8"

123 - 12S 4 4

5 12

BROWN/ORANGE FINE SAND AND SILT WITH SMALL WHITE SILT AND CLAY LAYERS

128 - 130 6 10 0-12' SANE AS ABOVE

16 24 12-1B" LT. GRAY CLAY130.0L

4• SCHEDULE 40

PVC RISER

BENTONITE SLURRY

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4" PVC SCREEN

10 - SLOT

SAND PACK

BOTTOM OF WELL

133 - 135 5 4 . ALTERNATING LAYERS OF DARK GRAY SILT. TRACE FINE SAND AND

a 10 DARK GRAY CLAY. RECOVERY - 24"

135.0


116.0

118.0

120.0

L

CONTRACTOR:

DR1LLERS:

TRC INSPECTOR:

DRILLING METHOD:

GROUND ELEVATION:


EMPIRE SOILS

MATT. BOB

MULLEN

6 14" AUGERS

101.74

104.45




LOCATION: N 25831Z.33

E 1900204.99

NJDEP PERIT NUMBER: 3135218-3

BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION S...... .................. .......................................................... o........................o°......°..............

2- 4 1

1

4- 6 1

2

6- 8 3

6

8- 10 10

12

10 12 is

20

REINFORCED CONCRETE

1

2

1

2

4

12

12

10

16

20

0.0

BROWN FINE TO MEDIUM SAND. MOIST. PETROLEUM ODOR. OVA - 600 PPH

RECOVERY - 24'

ORANGE/BROWN MEDIUM SAND. TRACE SILT. DRY. PETROLEUM ODOR OVA

RECOVERY - IB"

SAME AS ABOVE. MOIST. NO ODOR OVA - 250 PPM

RECOVERY - 20O

SAME AS ABOVE. MOIST. NO ODOR. OVA - 300 PPM

RECOVERY - 20'

ORANGEIBROWN MEDIUM SAND. TRACE SILT. TRACE GRAVEL. WET. OVA

RECOVERY - 24"

0

300 PPM

14 - 16 3 4 ORANGE/BROWN MEDIUM TO FINE SAND. TRACE SILT. OVA- 0

5 7 RECOVERY - 16'

19 - 21 2 2 BROWN COARSE TO MEDIUM SAND. WET

4 6 RECOVERY - 12'

21.0

r �3 ''

22.0

LOCKING COVER

CEMENT/BENTONITE

GROUT

BENTONITE SEAL

4" PVC SCREEN

10-SLOT

SAND PACK

BOTTOM OF WELL


BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-ZOS

7650-NS1

SHIELD ALLOY SMC

NEWFIELD. NJ

21 FT

DEPTH

(FT)

D- 2

CONTRACTOR:

DRILLERS:

TRC INSPECTOR:

DRILLING METHOD:

GROUND ELEVATION:


EMPIRE SOILS

KENNEY. EDWARDS

NEMORROW

6 114/ AUGERS

90.57

92.64





E 1898453.22

NJDEP PERMIT NUMBER: 3135225S1

DEPTH


.................................................................................................................................

O Z '2 3 -3

3 3

2- 4 6 a

12 17

4- 6 14 16

18 12

6- B 11 14

16 30

6 10 28 25

22 21

10 12 4 3

4 7

12 2 14 6 6

4 9

15 - 17 6 9

14 14

0-12' DARK BROWN SILT AND FINE SAND. TRACE ORGANICS

12-1B" ORANGE/BROWN MEDIUM TO COARSE SAND. TRACE GRAVEL. TRACE SILT

0-4' TAN MEDIUM TO COARSE SAND. LITTLE GRAVEL ,

4-14* ORANGE MEDIUM TO COARSE SAND. LITTLE GRAVEL.-TRACE SILT

0-6" TAN MEDIUM TO COARSE SAND. LITTLE FINE SAND. TRACE GRAVEL'

6-15" ORANGE MEDIUM TO COARSE SAND. TRACE GRAVEL

0-20" ORANGEIBROWN MED. SAND. SOME C. SAND. TRACE GRAVEL. TRACE SILT.

20-24" ORANGE SILT. LITTLE CLAY.' LITTLE FINE SAND. WET

NO RECOVERY j

LT. BROWNIORANGE FINE SAND AND SILT. LITTLE CLAY STRINGERS. DAMP

RECOVERY - 15°

ORANGE FINE SAND AND SILT WILT. GRAY CLAY STRINGERS. TRACE GRAVEL.

RECOVERY - 16'

ORANGE MEDIUM TO COARSE SAND. LITTLE FINE SAND. TRACE GRAVEL

RECOVERY - 12"


BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-21S

7650-N51

SHIELD ALLOY

SMC

NEVFIELD. NJ

IB FT

0.0 U

A

17.0

CONTRACTOR:

DRILLERS:

TRC INSPECTOR:

DRILLING METHOD:

GROUND ELEVATION:


EMPIRE SOILS

KENNEY. EDWARDS

GLEZEN. MCMORROW

MUD ROTARY

90.44

91.65





E 1B9B454.64

N3DEP PERMIT NUMBER: 3135220-1


0- 2 3 3

3 3

2- 4 6 8

12 17

4- 6 14 16

18 12

6 - B 11 14

16 30

8- 10 28 25

22 21

10 - 12 4 3

4 7

12 - 14 6 6 4 9

15 - 17

0-12' DARK BROWN SILT AND FINE SAND. TRACE ORGANICS I0.0

12-18' ORANGE/BROWN MEDIUM TO COARSE SAND. TRACE GRAVEL. TRACE SILT

0-4* TAN MEDIUM TO COARSE SAND. LITTLE GRAVEL

4-14' ORANGE MEDIUM TO COARSE SAND. LITTLE GRAVEL. TRACE SILT

0-6' TAN MEDIUM TO COARSE SAND. LITTLE FINE SAND. TRACE GRAVEL

6-15' ORANGE MEDIUM T0 COARSE SAND. TRACE GRAVEL

0-20" ORANGE/BROWN MED. SAND. SOME C. SAND. TRACE GRAVEL. TRACE SILT.

20-24- ORANGE SILT. LITTLE CLAY. LITTLE FINE SAND. WET

NO RECOVERY

LT. BROWN/ORANGE FINE SAND AND SILT. LITTLE CLAY STRINGERS. DAMP

RECOVERY - 15*

ORANGE FINE SAND AND SILT W/LT. GRAY CLAY STRINGERS. TRACE GRAVEL.

RECOVERY - 16'

6 9 ORANGE MEDIUM TO COARSE SAND. LITTLE FINE SAND. TRACE GRAVEL


20 - 22 7 16 0-2" ORANGE FINE SAND. SOME SILT. LITTLE CLAY

25 23 2-12' TAN FINE SAND. SOME MEDIUM SAND

25 - 27 lB 41 LT. BROWNIORANGE MEDIUM TO COARSE SAND AND GRAVEL. TRACE FINE SAND

44 40 RECOVERY - I'

30 - 32 14 20 LIGHT TAN/PINK FINE SAND. TRACE SILT. TRACE MEDIUM SAND


35 37 13 22 LT. TANIPINK MEDIUM SAND. LITTLE FINE SAND


40 - 42 21 29 LIGHT BROWN MEDIUM SAND. TRACE COARSE SAND. TRACE FINE SAND



2�.

- I

:0:.

• 0.0

LOCKING COVER

4" SCHEDULE 40

PVC RISER

CONTINUED

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-210

765D-N51

SHIELD ALLOY

SE

NEWFIELD. NJ

137 FT

DEPTH

(FT)

-1

S ........................................................................................... O................................I..............

DENTONITE SLURRY

CONT INUED

SC-21D PAGE 2 OF 3

S..................................................................................................... °.............°°°° ....... °°o ..... ° .°...... °

DEPTH

(FT) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION ..... .... .... ..... .... .... .... ..... .... .... .... ..... .... ............ ... o.... ......... .... .... .... ..... .... .... ....

45 - 47 22 35 TAN MEDIUM T0 COARSE SAND. TRACE GRAVEL. TRACE FINE SAND

so 60 RECOVERY - 19

50 52 21 41 TAN MEDIUM TO COARSE SAND. SOME GRAVEL IN TOP 4". SOME FINE SAND . "

54 70 RECOVERY -IS

55- 57 41 55 TAN MEDIUM TO COARSE SAND. SOME GRAVEL

57 43 RECOVERY - 14' 4P SCHEDULE 40

PVC RISER

60 - 62 22 47 ORANGE/BROWN MEDIUM TO COARSE SAND. TRACE SILT. TRACE GRAVEL

66 76 RECOVERY- 14'

65 67 21 26 RED/BROWN FINE TO COARSE SAND. TRACE GRAVEL. TRACE SILT

9 8 RECOVERY - 2*

70 - 72 14 41 ORANGEITAN FINE SAND. SOME SILT

47 53 RECOVERY - 10" BENTONITE SLURRY


32 RECOVERY - 10"

so - 82 22 30 SAME AS ABOVE


a5 s7 7 20 LT. BROWN FINE SAND, LITTLE SILT


9D - 92 15 21 SAME AS ABOVE



SC-21D PAGE 3 OF 3

DEPTH


S.................................................................................................................................... o..........

95 - 97 30 30 LT. BROWN FINE SAND, LITTLE SILT

22 lB RECOVERY - 1B"

100 - 102 11 16 LT. BROWNIORANGE FINE SAND. TRACE SILT WITH THIN WHITE SILT LAYERS


105 - 107 13 15 SAME AS ABOVE. NO SILT LAYERS

27 30 RECOVERY - 12

110 - 112 22 32 BROWN/ORANGE FINE TO MEDIUM SAND. TRACE SILT


115 - 117 21 52 SAME AS ABOVE

100/6* RECOVERY - 8*

120 - 122 6 a BROWN/ORANGE FINE 70 MEDIUM SAND WITH THIN WHITE SILT LAYERS THROUGHOUT


125 - 127 3 5 8ROWh FINE SAND. SOME SILT. TRACE CLAY

15 iB RECOVERY - 20D

130 - 132 20 21 BROWN FINE TO MEDIUM SAND. TRACE SILT. TRACE CLAY


135 - 137 5 10 DARK GRAY SILT AND CLAY. LITTLE FINE SAND


121.0

125.0

135.0

4" SCHEDULE 40

PVC RISER

B

BENTONITE SLURRY

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4" PVC SCREEN

10 - SLOT

SAND PACK

BOTTOM OF WELL

137.0


115.0

I

L

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

K LOCATION:

BORING DEPTH:

SC-22D

7650-N51

SHIELD ALILOY

SNC

NEWFIELD. NJ

122 FT

CONTRACTOR:

DRILLERS:

TRC INSPECTOR:

DRILLING MEiHOD:

GROUND ELEVATION:


EMPIRE SOILS

ENPSON. SNYDER

GLEZEN

MUD ROTARY

96.18

98.72


DATE COMPLETED:



E 1900417.7S

NJDEP PERMIT NUMBER: 313S222-7

DEPTH


a- 2 3

2

2- 4 1

2 4 6 3

s

3

2

2 3

6

"BROWN MEDIUM SANDi. SOME GRAVEL. MOIST

RECOVERY - 20"

BROWN COARSE TO MEDIUM SAND. SOME GRAVEL. MOIST

RECOVERY - 10"

SAME AS ABOVE. WET

RECOVERY - 10'


4 3 RECOVERY - 16"

14 - 16 2 2

46

TAN/ORANGE COARSE SAND. TRACE GRAVEL

20 - 22 13 17 ORANGE MEDIUM TO COARSE SAND. TRACE GRAVEL

17 21 RECOVERY - 5'

25 27 16 16 BROWN/ORANGE MEDIUM TO COARSE SAND. SOME FINE SAND. TRACE GRAVEL


30 32 5 4 0-4" LT. BROWN/RED SILT AND CLAY. SOME FINE SAND

6 7 4-20" BROWN/RED FINE SAND. SOME SILT. SOME CLAY

NOTE: CLAY OCCURS IN WHITE/PINK LAYERS

3S - 37 7 7 ORANGE/PINK FINE TO VERY FINE SAND. SOME SILT. SOME CLAY WITH STRINGERS

S 7 RECOVERY - 126

40 - 42 2 2 ORANGE SILT AND FINE SAND WITH WHITEIGRAY CLAY LAYERS

3 2 RECOVERY - 24"


* 71

.4..

:'4l

ir V.,

..

41.

CONTINUED COIITINUED

LOCKING COVER

CEMENT/BENTONITE

GROUT

B" STEEL CASING

4" SCHEDULE 40

PVC RISER

BENTONITE SLURRY

BOTTOM OF STEEL

CASING

CONTRACTOR:

DRILLERS:

TRC INSPECTOR:

DRILLING METHOD:

GROUND ELEVATION:

INNER CASING ELEVA7ION:

EMPIRE SOILS

MATT. BOB

MULLEN

6 114" AUGERS

96.17

99.6S


DATE COMPLETED: 11/14/90



E 1900430.04


DEPTH

(FT) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION S .............................................................................................................................. o o.. .........

3

2

1

2

3

6

BROWN MEDIUM SAND. SOME GRAVEL. MOIST

RECOVERY - 10*

BROWN COARSE TO MEDIUM SAND. SOME GRAVEL. MOIST

RECOVERY - 10'

SAME AS ABOVE. WET

RECOVERY - 10"

0.0


4 3 RECOVERY - 16'

14 - 16 2 2

46

TAN/ORANGE COARSE SAND. TRACE GRAVEL

16.0

*.

0.0

1.0

2.0

3.0

18.0


LOCKING COVER

CEMENT GROUT

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4' PVC SCREEN

10-SLOT

SAND PACK

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

SC-22S

765D-NS1

SHIELD ALLOY

SMC

NEWFIELD. NJ

16 FT

0- 2 3

2

1- 4 1

2 4 6 3

5

461

BOTTOM OF WELL

SC-22D PAGE 2 OF 3

°.°°..............................°................................... .. ........ °°o .° °°. o .... °°° ............ °............°°............. °o°°°°°

DEPTH

(FT) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION S................ : ...... ....... ........... °....................................°........°...................... ...........° . .. oo.... ................

4S - 47 33 33 RED/ORANGE MEDIUM TO COARSE SAND. SOME FINE SAND. TRACE GRAVEL r. 48 42 RECOVERY - 18"

S0 52 '34 43 ORANGE MEDIUM SAND. SOME COARSE SAND. LITTLE FINE SAND. TRACE GRAVEL

48 53 RECOVERY - 14

15 - 57 8 12 LT. TANIPINK FINE TO MEDIUM SAND. SOME COARSE SAND. TRACE GRAVEL

19"24 RECOVERY - 16 * 4 SCHEDULE 40

PVC RISER

60 62 18 23 ORANGE MEDIUM TO COARSE SAND. SOME FINE SAND. TRACE SILT

26 30 RECOVERY- 14'

65 - 67 13 25 LT. TAN FINE TO MEDIUM SAND. TRACE COARSE SAND. TRACE SILT


70 - 72 B 12 TAN FINE TO MEDIUM SAND. LITTLE SILT

13 13 RECOVERY -12" BENTONITE SLURRY

75 - 77 24 43 TANIPINK MEDIUM TO COARSE SAND. SOME FINE SAND, LITTLE GRAVEL

38 10 RECOVERY- 14'

8o - 82 11 9 ORANGE FINE TO MEDIUM SAND. TRACE CLAY

7 7 RECOVERY -7

85 87 60 100J6"BROWN MEDIUM TO COARSE SAND. SOME GRAVEL. LITTLE FINE SAND

RECOVERY - 12"

90- 92 43 IO016"BROWNIPINK FINE TO MEDIUM SAND. SOME COARSE SAND

RECOVERY - 12"


SC-22D PAGE 3 OF 3

S........................................................................................................... °...................................

DEPTH

(FT) BLOWS SOIL DESCRIPTION LITHOLOGY WELL CONSTRUCTION S........................................ .......................................... o.. .............................. ° ..... .°.* °.°. o...... .*..

95 - 97 l00/6" LT. BROWNIORANGE FINE TO MEDIUM SAND. TRACE3 COARSE SAND

RECOVERY - 6"

100 - 102 43 100I6LT. BROWN FINE TO MEDIUM SAND. LITTLE COARSE SAND. TRACE GRAVEL

RECOVERY - 12" ,

105 - 107 10016' LT. BROWN FINE SAND. LITTLE MEDIUM SAND. TRACE SILT

RECOVERY - 6"

110 - 112 22 30 LT: TAN/ORANGE FINE TO VERY FINE SAND. LITTLE SILT

75/6" RECOVERY - 12'

11S - 117 so 60 ORANGE/RED VERY FINE SAND AND SILT. DENSE

7516" RECOVERY - 6*

120 - 122 20 23 0-12" LT. TAN FINE TO VERY FINE SAND WITH LIGHT GRAY CLAY INTERBEDS

25 27 12-14' DARK GRAY SILTY CLAY. STIFF

,.. J

107.0

109.0

111.0

121.0

4* SCHEDULE 40

PVC RISER

BENTONITE SLURRY

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4- PVC SCREEN

10-SLOT

SAND PACK

BOTTOM OF WELL


K>

L

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

IN:

.~DEPTH:

SC-23S

7650-N51

SHIELD ALLOY

SMC

NEWFIELD. NJ

14 FT

CONTRACTOR:

DRILLERS:

TRC INSPECTOR:

DRILLING METHOD:

GROUND ELEVATION:



0.5 -2 6

4 3

2-4 34

5 7

4 6 a16

a 13

- B 6 is

12 13

8-10 4 8

10 12

10 -12 10 11

12 12

12 -14 10D1i

18 22

ILITHOLOGIES FROM 0-17 FT TAKEN FROM BORING LOG SC-19D)

BROWN FINE SAND ANDSILT

RECOVERY - 1B"

0-6" SAME AS ABOVE

6-1B" BROWN FINE TO MEDIUM SAND. LITTLE GRAVEL. TRACE SILT

SAME AS 6-1B" ABOVE WITH FRACTURED ROCK

RECOVERY - 18"

BROWN FINE TO COARSE SAND. TRACE SILT. TRACE GRAVEL

RECOVERY - 20"

0-5" BROWN/ORANGE MEDIUM TO FINE SAND. TRACE SILT

5-24" ORANGE MEDIUM TO COARSE SAND

ORANGE MEDIUM TO COARSE SAND

RECOVERY'- 24°

ORANGE/BROWN COARSE TO MEDIUM SAND. LITTLE GRAVEL. TRACE SILT. MET

RECOVERY - 24"

a 0.0

14.0

7.0

i.0


LOCKING COVER

CEMENT/BENTONITE

GROUT

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4* PVC SCREEN

10-SLOT

SAND PACK

EMPIRE SOILS

MATT. BOB

MULLEN

6 214" AUGERS

102.83

102.21





E 1899893.28


2BOTTOM OF WELL

A A

24.0C

BORING NO.:

PROJECT NO.:

PROJECT:

CLIENT:

LOCATION:

BORING DEPTH:

EMPIRE SOILS

KENNEY. EDWARDS

MCMORROW

6 114' AUGERS

91.57

93.57

CONTRACTOR:

DRILLERS:

TRC INSPECTOR:

DRILLING METHOD:

GROUND ELEVATION:



O - 2 3 4 LT. BROWN FINE SAND. SOME SILT. DRY

3 4 RECOVERY - 24'



4 - 6 14 16 LT. BROWN FINE TO MEDIUM SAND. TRACE SILT. DRY

18 10 RECOVERY - 1B"

6 - 8 10 5 LT. BROWN FINE SAND. TRACE SILT. WET AT TIP

5 6 RECOVERY - 24'

15 - 17 2 5 LT. BROWN FINE TO COARSE SAND. WET


0.0 7

1 1 0-4" BROWN F-M SAND. TRACE SILT. TRACE CLAY

5 10 4-7" GRAY SILT AND CLAY 7-12' BROWN F-C SAND

0.0

2.5

3.S

S.0

20.0

LOCKING COVER

CEMENTIBENTONITE

'GROUT

BENTONITE SEAL

TOP OF SAND

TOP OF SCREEN

4" PVC SCREEN

10-SLOT

SAND PACK

BOTTOM OF WELL

22.0


SC-245

7650-N51

SHIELD ALLOY

SEC

NEWFIELD. NJ

22 FT

DATE STARTED: 112/BI90


WATER TABLE LEVEL: B FT


E 1891227.09


DEPTH

(FT)

20 - 22

- L-

i

I

NLEGEND

EXISTING WELL LOCATION AND NUMBER

RI MONITORING WELL'

IRRIGATION WELL AND NUMBER

DOMESTIC WELL

REPLACEMENT WELL

SUPPLEMENTAL MONITORING WELL (INSTALLED)

d0-12D

SC?2S

aSC4S

SC40

SHIELDALLOY METALLURGICAL CORPORATION

SC50D

SC-5S

°1*w

&SC-19s s-lgS

SC-280SC-21D

oSC-21S

0

0

0

350' 1 700'

1

GRAPHIC SCALE

F - _ -PROPERTY LINE

LACROCE PROPERTY 5 Waterside Cr

Windsor, CT O6 QTceR dSaluiiom (860) 298-969

SHIELDALLOY METALLURGICAL CORPORATION NEWFIELD. NEW JERSEY

FIGURE I EXISTING MONITORING WELL

t NO. 37149-0000-00007

W2 0

sci8s 19

IW-1 0 MOHAN m

(R)

SSC-240

SC-24S

FARM PARCEL

SC3S

Sc1s

I r " ' I

I

I

II

I Ii

LEGEN

NRC (CONTROLLED) AREAS

EISTING WELL LOCATION AND NUMBER

RI MONITORING WELL

sw-s SURFACE WATER AND SO-s SEDIMENT SAMPLING

V LOCATION AND NUMBER

DOMESTIC WELL

IRRIGATlON WELL AND NUMBER

GROUND WATER ELEVATION (FEET ABOVE MEAN SEA LEVEL)

a

0 c

0 240 4450

SCALE IN FEET

5 Wateside Crossing, W'indsor, C( 06095 (2031 289-8631

C Environmental Consuhtnts, Inc. '.. . SHIELDALLOY METALLURGICAL CORPORATION

NEWFIELD, NEW JERSEY

FIGURE 14. GROUND WATER CONTOURS

SHALLOW WELLS DECEMBER. 1990

C

WA a

sd'

m

lw-I

(8:.381

M:i

I r

a

of

a

.z

1SC-24S S"(8353)

(C

486.78)

(86.45)

czjzz�� a

W14

•IS

LEGEND

NRC (CONTROLLED) AREAS

EDSTING WELL LOCATION AND NUMBER

RI MONITORING WELL

SW-s SURFACE WATER AND so-a SEDIMENT SAMPUNG

V LOCATION AND NU14BER

i DOMESTIC WELL sw-1 IRRIGA'fON WELL

a AND NUMBER

(88 06) GROUND WATER ELEVATION (FEET ABOVE MEAN SEA LEVEL)

0

2

a

a,

Fm

0 240 480

SCALE IN FEET

5 Waterside Crossing, Windsor, aT06095 (203) 289-8631

SHIELDALLOY METALLURGICAL CORPORATION NEWFIELD, NEW JERSEY


DEEP WELLS -DECEMBER, 1990

0 -\

C

m

I r

(85.33)

C

a

(85 03)

I9SC-24S

ISTS

fn

19)

w 0 C:

F; 0

C

III

NRC (CONROLLED) AREAS

EDS'1INC WELL LOCATION AND NUMBER

RI MONITORING WELL

3W-5 SURFACE WATER AND sO-- SEDIMENT SAMPLING

LOCATION AND NUMBER

* DOMES-iC WELL

lw-I IRRIGA'ION WELL 0 AND NUMBER

j91.60) GROUND WATER ELEVAlION (FEET ABOVE MEAN SEA LEVEL)

a

U I

PROPERTY UNE

v

(36.78)

a

0 240 480 SCALE IN FEET

w~c 5 Waterside Crossing, Windsor, CT 06095 C Enfronmental Consulants, Inc. (203) 289-8631

SHIELDALLOY METALLURGICAL CORPORATION NEWFIELD. NEW JERSEY


SHALLOW WELLS APRIL, 1991

'4

sciss

I3

W,

xz

SSC-24S (84 .35)

C

w 0

186 54)

a

SHIELDALLOY METALLURGICAL CORPORATION "Decommissioning Plan for the Newfield Facility"

August 28, 2002

Rev. 0, Page 130

Appendix 19.2 - RESRAD Summary Reports

STRC

RESRAD, Version 6.2 Ti Limit = 0.5 year 08/23/2002 09:00 Page 1 Summary : SMC Newfield Storage Pile File: newfield 281407.RAD

Table of Contents

Part I: Mixture Sums and Single Radionuclide Guidelines

Dose Conversion Factor (and Related) Parameter Summary ... 2 Site-Specific Parameter Summary ............................ 5 Summary of Pathway Selections ............................... 10 Contaminated Zone and Total Dose Summary ................... 11 Total Dose Components

Time = 0.OOOE+00 ....................................... 12 Time = 1.OOOE+00 ....................................... 13 Time = 1.OOOE+01 ....................................... 14 Time = 1.OOOE+02 ....................................... 15 Time = 1.OOOE+03 ....................................... 16

Dose/Source Ratios Summed Over All Pathways .............. 17 Single Radionuclide Soil Guidelines ........................ 18 Dose Per Nuclide Summed Over All Pathways ................ 19 Soil Concentration Per Nuclide .............................. 20

K>

RESRAD, Vere4on 6.2 Summary : ( Newfield

T14 Limit = 0.5 Vear 08/23/2002 --09:00 Page 2 Storage Pile File: ný eld 281407.RAD

Dose Conversion Factor (and Related) Parameter Summary File: FGR 13 Mortality

ParameterCurrent

Value DefaultJ I 1 1-

Dose conversion Ac-227+D Pa-231

,Pb-210+D Ra-226+D Ra-228+D

:Th-228+D Th-230 Th-232 U-234 U-235+D U-238+D

factors for inhalation, mrem/pCi:B-I B-I B-I B-I B-I B-I B-I B-I B-I B-I B-I B-I

D-1 D-I D-I D-I D-I "-D-1 D-1 D-I D-I D-I D-I D-I

D-34 D-34 0-34 D-34 D-34

D-34 D-34 D-34 D-34 D-34 D-34 0-34 D-34 D-34 D-34 D-34 D-34 D- 34 D-34 D-34 D-34 D- 34 D'-34 D-34 D-34

Pb-210+D ;>Pb-210+D

Pb-'210+D

Ra-226+D Ra-226+D Ra-226+D

Ra-228+D Ra-228+D Ra-228+D Th-228+D Th-228+D Th-228+D

plant/soil concentration ratio, dimensionless beef/livestock-intake-ratio, (pCi/kq)/(pCi/d) milk/livestock-'intake 'ratio, (pCi:/L) /(pCi/d)

plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kq)'/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d)

plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kq)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d)

plant/soil concentration ratio, dimensionless beef/livestock-intake ratio, (pCi/kq)/(pCi/d) milk/livestock-intake ratio, (pCi/L)/(pCi/d)

"6.720E+00 1.280E+00 2.320E-02 8. 600E-03 5.080E-03 3.450E-01 3.260E-01 1. 640E+00 1. 320E-'01 1;230E-01 1.i8OE-01

1.480E-02 1.060E-02 7.270E-03 1.330E-03 1.440E-03 8.080E-04 5. 480E-04 2.730E-03 2.830E-04 2.670E-04

"2.'690E-04

2.500E-03 2.O00E-05 2.OOOE-05

1.OOOE-02 5.OOOE-03 "5. 000E-06

1. 000E-02 8 000E-04 3.000E-04

4.000E-02 1. OOOE-03 "I. 000E-03

4. OOOE-02 1.OOOE-03 1.OOOE-03

1 *000E-03 .OOOE-04

5.OOOE-06

6.720E+00 1.280E+00 2.320E-02 8. 600E-03 5. 080E-03 3. 450E-01 3.260E-01 1. 640E+00 1.320E-01 1.230E-01 1. 180E-01

1.480E-02 1.060E-02 7.,270E-03 1.330E-03 1.'440E-03 8. 080E-04 5. 480E-04 2.730E-03 2.830E-04 2. 670E-04 2. 690E-04

2.500E-03 2.OOOE-05 "2.00E-05

I. OOOE-02 5.OOOE-03 5. OOOE-06

1. 000E-02 8.000E-04 3.OOOE-04

4. OOOE-02 1. OOOE-03 1.OOOE-03

4.OOOE-02 1. OOOE-03 1. OOOE-03

1.000E-04

5. 000E-06

Parameter Name

DCF2( 1) DCF2 2) DCF2 3) DCF2 4) DCF2( 5) DCF2( 6)' DCF2( 7)' DCF2 8) DCF2( 9)' DCF2 (10) DCF2 (ii)

DCF3 I) DCF3 2) DCF3( 3)' DCF3 4) DCF3( 5) DCF3( 6) DCF3 7) DCF3 8) DCF3 9) DCF3 (10) DCF3 (II)

RTF(1,1) RTF(:'I, 2) RTF(" 1,3)

RTF( 2,1) RTF,( 2,2)

.RTF (,'2, 3)

RTF( 3, 1) RTF (03, 2) RTF (.'3, 3)

RTF(. 4,1) 'RTF(- 4,2)

RTF A4,3)

RTF( 5,1) RTF( 5,2) RTF( 5,'3)

RTF(- 6, 1) RTF( 6,2) RTF( 6,3)

Menu

Dose conversion factors for ingestion, mrem/pCi: Ac-227+D Pa-231 Pb-210+D Ra-226+D Ra-'228+D Th-228+D ,Th-230 Th-232 U-234 U-235+D U-238+D

Food transfer factors: Ac-227+D , plant/soil concentration ratio, dimensionless Ac-227+D , beef/livestock-intake ratio, (pCi/kq)/(pCi/d) Ac-227+D , milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Pa-231 , plant/soil concentration ratio, dimensionless Pa-231 , beef/livestock-intake ratio, (pCi/kq)/(pCi/d) Pa-231 , milk/livestock-intake ratio, (pCi7/L)/(pCi/d)

RESRAD, Version 6.2 Ti Limit = 0.5 vear Summary : SMC Newfield Storage Pile

08/23/2002 09:00 Paqe 3 File: newfield 281407.RAD

Dose Conversion Factor (and Related) Parameter File: FGR 13 Mortality

Summary (continued)

Parameter

D-34: D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34 D-34, D-34: D-34D-34 D-34 D-34 D-34 D-34 D-34 D-34

D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5"; D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5 D-5., D-5 D-5 D-5 D-5 D-5 D-5

'C -C

Current Value

+

Default

Th-230 , plant/soil concentration ratio, dimensionless Th-230 , beef/livestock-intake ratio, (pCi/kq)/(pCi/d) Th-230 , milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Th-232 , plant/soil concentration ratio, dimensionless Th-232 , beef/livestock-intake ratio, (pCi/kq)/(pCi/d) Th-232 , milk/livestock-intake ratio, (pCi/L)/(pCi/d)

U-234, , plant/soil concentration ratio, dimensionless U-234 , beef/livestock-intake ratio, (pCi/kq)/(pCi/d) U-234 , milk/livestock-intake ratio, (pCi/L)/(pCi/d)

U-235+D , plant/soil concentration ratio, dimensionless U-235+D , beef/livestock-intake ratio,-,(pCi/kq)/(pCi/d)' U-235+D , milk/livestock-intake ratio,- (pCi/L)/-(pCi/d)

U-238+D , plant/soil concentration ratio, dimensionless U-238+D , beef/livestock-intake ratio, (pCi/kq)/(pCi/d) U-238+D , milk/livestock-intake ratio, (pCi/L)/(pCi/d)

Bioaccumulation factors, fresh water, L/kq: Ac-227+D , fish Ac-227+D , crustacea and mollusks

Pa-231 , fish Pa-231 , crustacea and mollusks

Pb-210+D , fish Pb-210+D , crustacea and mollusks

Ra-226+D , fish Ra-226+D , crustacea and mollusks

Ra-228+D , fish Ra-228+D , crustacea and mollusks

Th-228+D , fish Th-228+D , crustacea and mollusks

Th-230 , fish Th-230 , crustacea and mollusks

Th-232 , fish Th-232 , crustacea and mollusks

U-234 , fish U--234 , crustacea and mollusks

U-235+D , fish U-235+D , crustacea and mollusks

Parameter Name

1.OOOE-03 1.000E704 5. OOOE-06

1.000E-03 1.OOOE-04 5. OOOE-06

2.500E-03 3.400E-04 6.OOOE-04

2.500E-03 3. 400E-04 6.OOOE-04

2.500E-03 3. 400E-04 6.OOOE-04

1.500E+01 1.OOOE+03

1.OOOE+01 1.100E+02

3.OOOE+02' 1.OOOE+02

5.OOOE+01 2.500E+02

5.OOOE+01 2.500E+02

1.OOOE+02 5.OOOE+02

I. OOOE+02 5.OOOE+02

1.OOOE+02 5.000E+02

1.OOOE+01 6.OOOE+01

1.OOOE+01 6.000E+01'

C

Menu-

1. OOOE-03 1. OOOE-04 5. 000E-06

1. 000E-03 1.OOOE-04 5. OOOE-06

2.500E-03 3.400E-04 6. OOOE-04

2.500E-03 3. 400E-04 6.000E-04'

2. 500E-03 3.400E-04 6.OOOE-04,

1. 500E+01 1. 000E+03

1.OOOE+01 1. 100E+02

3. OOOE+02 1.000E+02

5.000E+01 2.500E+02

5.OOOE+01 2. 500E+02

1. 000E+02 5. 000E+02

1.OOOE+02 5. OOOE+02

1.000E+02 5.OOOE+02

1.000E+01 6.000E+01


RTF( 7,1) RTF( 7,2) RTF( 7,3)

RTF( 8,1) RTF( 8,2) RTF( 8,3)

RTF( 9,1) RTF( 9,2) RTF( 9,3)

RTF(10, 1) RTF(10, 2) RTF(10, 3)

RTF (11, 1) RTF(11,2) RTF(11, 3)

BIOFAC( 1,1) BIOFAC( 1,2)

BIOFiC( 2,1) BIOFAC( 2,2)








BIOFAC (10, 1) BIOFAC (10, 2)

RESRAD, Version 6.2 T4 Limit = 0.5 vear 08/23/2002 09:00 Paqe 4 Summary : SK lewfield Storage Pile File: ne ild 281407.RAD

Dose Conversion Factor (and Related) Parameter Summary (continued) File: FGR 13 Mortality

Parameter

U-238+D , fish U-238+D , crustacea and mollusks

Current Value

1.OOOE+01 6.OOOE+01t Default

1.OOOE+01 6.OOOE+011=Parameter

Name

BIOFAC (11,1) BIOFAC(11,2)

Menu

D-5 D-5

(.

I I

RESRAD, Version 6.2 T4 Limit = 0.5 year Summary : SMC Newfield Storage Pile


Site-Specific Parameter Summary

ParameterUser Input Default

Used by RESRAD (If different from user input)

4 1 I 4

Area of contaminated zone (m**2) Thickness of contaminated zone (m) Lenqth parallel to aquifer flow (m) Basic radiation dose limit (mrem/vr) Time since placement of material (vr) Times for calculations (Vr) Times for calculations (vr) Times for calculations (vr) Times for calculations (cr) Times for calculations (Vr) Times for calculations (yr) Times for calculations (Vr) Times for calculations (Vr) Times for calculations (Vr)

R011 R011 R011 R011 R011 R011 R011 R011 R011 R011 R011 R011 R011 R011

R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 R012 RO 12 R012 R012

R013 R013 R013 R013 R013 R013 R013 R0132 R013 R013 R013

R013 R013

radionuclide radionuclide radionuclide radionuclide radionuclide radionuclide radionuclide radionuclide radionuclide radionuclide radionuclide

4roundwater Iroundwater jroundwater groundwater Iroundwater Troundwater Troundwater Iroundwater •roundwater Troundwater •roundwater

(pCi/q) : (pCi/q) : (pCi/q) : (pCi/q) : (pCi/q) : (pCi/q) : (pCi/q) : (pCi/q) : (pCi/q) : (pCi/q) : (pCi/q) : (pCi/L) : (pCi/L) : (pCi/L) : (pCi/L) : (pCi/L) : (pCi/L) : (pCi/L) : (pCi/L) : (pCi/L) : (pCi/L) : (pCi/L) :

Ac-227 Pa-231 Pb-210 Ra-226 Ra-228 Th-228 Th-230 Th-232 U-234 U-235 U-238 Ac-227 Pa-231 Pb-210 Ra-226 Ra-228 Th-228 Th-230 Th-232 U-234 U-235 U-238

Cover depth (m) Density of cover material (q/cm**3) Cover depth erosion rate (m/vr) Density of contaminated zone (q/cm**3) Contaminated zone erosion rate (m/Vr) Contaminated zone total porosity Contaminated zone field capacity Contaminated zone hydraulic conductivity (m/vr) Contaminated zone b parameter Averaqe annual wind speed (m/sec)

rHumidity in air'(q/m**3)Evapotranspiration coefficient Precipitation (m/yr)

2. 045E+04 2.800E+00 1.829E+02 1. OOOE+02 0.OOOE+00 1.OOOE+00 1. OOOE+01 1.OOOE+02 1.OOOE+03 not used not used not used not used not used

8.000E+00 8.OOOE+00 1.820E+02 1.820E+02 1.820E+02 1.820E+02 1.820E+02 1.820E+02 1.820E+02 8.000E+00 1.820E+02 not used not used not used not used not used not used not used not used not used not used not used

1.OOOE+00 1.310E+00 0.OOOE+00 2.140E+00 1.OOOE-03 4.OOOE-01 2.OOOE-01 1.OOOE+01 5.300E+00 2.OOOE+00 not used5.OOOE-01 1.OOOE+00

1.OOOE+04 2. OOOE+00 1.OOOE+02 2.500E+01 0.000E+00 1. OOOE+00 3.OOOE+00 1.OOOE+01 3.OOOE+01 1. OOOE+02 3.OOOE+02 1. OOOE+03 0.OOOE+00 0.OOOE+00

0.OOOE+00 0.OOOE+00 0.000E+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 O.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

0.OOOE+00 1. 500E+00 1.OOOE-03 1.500E+00 1.OOOE-03 4.OOOE-01 2. OOOE-01 1.OOOE+01 5.300E+00 2.OOOE+00 8.OOOE+00 5.OOOE-01 1'. OOOE+00

Ci

Menu

Initial principal Initial principal Initial principal Initial principal Initial principal Initial principal Initial principal Initial principal Initial principal Initial principal Initial principal Concentration in Concentration in Concentration in Concentration in Concentration in c Concentration in c Concentration in c Concentration in c Concentration in c Concentration in c Concentration in c

Parameter Name

AREA THICKO LCZPAQ BRDL TI T( 2) T( 3) T( 4) T( 5) T( 6) T( 7) T( 8) T( 9) T(10)

Sl(i 1) Sic 2) S1i 3) SI( 4) Sl 5) Sl( 6) S1( 7) Si( 8) S1( 9) S1(10) S1(II) W1( 1) Wl( 2) Wl 3) Wl 4) Wl 5) WI 6) W( 7) Wi( 8) Wi 9) Wi (10) W1 (11)

COVERO DENSCV VCV DENSCZ VCZ TPCZ FCCZ HCCZ BCZ WIND HUMID EVAPTR PRECIP

RESRAD, Verq on 6.2 TI Limit = 0.5 VE Summary : Newfield Storage Pile

?ar 08/23/2002 09:00 Paqe 6 File: n eld 281407.RAD

Site-Specific Parameter Summary (continued)

User Input Default

Used bv RESRAD (If different from user input)

___ I 1- tRO 13' R013 R013 R013' R013: RO 14: R014: R0141 R014ý R014, R014C R014 R014 R014 R014' R014ý 'R0145

R015, R015, R015 1 R0151 R015

,R015 "IR015', "`R015ý

R016 RP016, R016; P,R016j PR016ý R.016!

R016ý R0161 RO 16: PR016 R016,

R016 R016 R016 R016 R016 R016

Irriqation (m/vr). Irrigation moder, Runoff coefficieht Watershed area for'nearby stream or pond (m**2) Accuracy for water/soil computations

Density of saturated zone (q/cm**3) Saturated zone total porositv Saturated zone effective porositV Saturated zone field capacitV Saturated zone hydraulic conductivity (m/vr) Saturated zone:hvdraulic2qradient Saturated zone b parameter Water table drop rate (m/Vr) Wellipump intake depth (m below water table) Model: Nondispersion (ND) or Mass-Balance (MB) Well pumpinq rate (m**3/vr)

Nu~mberof ,unsaturated,ione strata Unsat. zone 1,-thickness (On) Unsat. zone 1, soil density (q/cm**3) Unsat.-zone 1,, total porositv Unsat. zone 1, effective porositv Unsat. -zone,:l,,field capacitv Unsat. zonel, 'soil-specific~b parameter Unsat. zoneI, hvdraulic conductivity (m/yr)

Distri1uhti6n coefficients-for-Ac-227 XContaminated zone (cm**3/q) Unsaturated zone-l (cm**3/q) Saturated-zone,(cm**3/q) Leach, rate (/vr) "',SolubilitVconstant

"Distribution coefficients for PA-231

Contaminated,zone (cm**3/q) Unsaturated zone' 1 (cm**3/q)

'Saturated zone' ,(cm**3/q) ",Leach rate (/vr) Solubilitv constant,

Distribution coefficients for Pb•210 Contaminated zone (cm**3/q) 'Unsaturated zone 1 (cm**3/q) Saturated zone, (cm**3/q) Leach rate (/vr)Solubility constant,'

2.OOOE-01 ,overhead

1.OOOE+00 1.000E+06~ 1.000E-03ý

1.500E+001 4.000E-01ý 2.000E-01l 2.000E-01! '1'.OOOE+02 2.000E-02, 5.300E+00, 1.000E-03i 1.000E+011 ND" 2.500E+02&

4.OOOE+001 1.500E+00; 4.OOOE-01; 2.'OOOE-011

,!2.1000E-01, '5.300E+00! 1.OOOE+01,

2. 400E+03 2. 400E+03 4.:500E+02! 0.1000E+00i 0.OOOE+00;

2.700E+03 2.700E+03 5. 500E+02

S0-000E+00

O.OOOE+001

5.500E+02 5.500E+02

"2. 700E+02; i?0.'000E+00

0.OOOE+00

2.OOOE-01 -overhead 2.OOOE-01; 1.000E+06! ,I.OOOE-03.

1.500E+00' 4.000Er01

-2. 00OE701 1 '2OOOE-01' 1.OOOE+02 2.000E7021

^5.300E+00' 1.OOOE-03 1.OOOE+01

'ND '2.500E+02'

1

4.OOOE+00' 1.500E+00 4. COoE-ol OOOE-01O

2.OOOE-01' 5'.300E+00 -1.0OO0E+012

2.OOOE+01, 2.OOOE+01

",2.OOOE+01' 0.OOOE+00 0'.000E+00

5.OOOE+01 5'.000E+01

"5.OOOE+01, 0.000E+O0 0.OOOE+00'

1.OOOE+02 1.OOOE+02 1.000E+02

'0.000E+00 0.OOOE+00

-1

Parameter Name

RI IDITCH RUNOFF WAREA EPS

DENSAQ TPSZ .EPSZ FCSZ HCSZ, HGWT BSZ VWT DWIBWT MODEL UW,

NS H(1) DENSUZ (1) TPUZ (1),

"EPUZ (1) FCUZ (1) BUZ (1) HCUZ (1)

DCNUCC( DCNUCU( DCNUCS( ALEACH( SOLUBK(

DCNUCC( DCNUCU(

'DCNUCS( ALEACH( SOLUBK(

DCNUCC DCNUCU DCNUCS ALEACH SOLUBK

C

1)

'1)

2)

2) 2)

3) 3,1) 3) 3) 3)

Menu Parameter

6.953E-06 not used

6.181E-06 not-used

3.034E-05 not used

RESRAD, Version 6.2 TV Limit = 0.5 year Summary : SMC Newfield Storage Pile



User Input Default


4 4 4. + .1.

R016 R016 R016 R016 R016 R016

R016 R016 R016 R016 R016, R016

R016 R016, R016 R016 R016 RO 16

R016 R016 R016 R016 R016 R016

R016 R016 R016 R016 R016 R016

R016 R016 R016 R016 R016 R016

R016 R016 R016 R016 R016 R016

Distribution coefficients for Ra-226 Contaminated zone (cm**3/q) Unsaturated zone 1 (cm**3/q) Saturated zone (cm**3/q) Leach rate (/vr) SolubilitV constant

Distribution coefficients for Ra-228 Contaminated zone (cm**3/q) Unsaturated zone'l (cm**3/q) Saturated zone (cm**3/q) Leach'rate (/yr) Solubility constant

'Distribution coefficients for Th-228 Contaminated zone (cm**3/q) Unsaturated zone 1 (cm**3/q) Saturated zone (cm**3/g) Leach rate (/yr) Solubility constant

Distribution coefficients for Th-230 Contaminated zone (cm**3/q) Unsaturated zone 1 (cm**3/q) Saturated zone (cm**3/q) Leach rate (/yr) Solubility constant

Distribution coefficients for Th-232 Contaminated zone (cm**3/q) Unsaturated zone 1 (cm**3/q) Saturated zone (cm**3/q) Leach rate (/vr) Solubility constant,

Distribution coefficients for U-234 Contaminated zone (cm**3/q) Unsaturated zone 1 (cm**3/q) Saturated zone (cm**3/q) Leach rate (/Vr) Solubility constant

Distribution coefficients for U-235 Contaminated zone (cm**3/q)

,Unsaturated zone 1 (cm**3/q) Saturated zone, (cm**3/q) Leach rate (/vr) Solubility constant

9. 100E+03 9. 100E+03 5. OOOE+02 0.OOOE+00 0.OOOE+00

9. 100E+03 9. 100E+03 5. OOOE+02 0.OOOE+00 0.OOOE+00

15.800E+03 '5.800E+03 3.200E+03 0.OOOE+00 0.OOOE+00

5.800E+03 5.800E+03 3.200E+03 0.OOOE+00 0.OOOE+00

5.800E+03 5.800E+03 3.200E+03 0OOOE+00' 0.OOOE+00

1.606E+03 1. 600E+03 3.500E+01 0.OOOE+00

'0. OOOE+00

1. 600E+03 1.600E+03 3.500E+01 0. OOOE±00 0.OOOE+00

7.OOOE+01 7. 000E+01 7. OOOE+01 0.OOOE+00 0. OOOE+00

7. OOOE+01 S7.OOOE+01

7. OOOE+01 0. OOOE+00 0. OOOE+00

6.OOOE+04 6.'OOOE+04 6.OOOE+04 0.OOOE+00 0.OOOE+00

6.OOOE+04 6.OOOE+04 6.OOOE+04 0.OOOE+00 0.OOOE+00


'6. OOOE+04 0.'OOOE+00

"o. OOOE+0O

5. 000E+01 5.OOOE+01 5.OOOE+01 0.OOOE+00 0.OOOE+00

5.OOOE+01 5.OOOE+01 ,5 000E+01 0.OOOE+00 O.OOOE+00

Parameter Name

1.834E-06 not used

1.834E-06 not used

2.877E-06 not used

2.877E-06 not used

2.877E-06 not used

1.043E-05 not used

1.043E-05 not used





DCNUCC( DCNUCU( DCNUCS(

SALEACH( SOLUBK(

DCNUCC( DCNUCU(

*DCNUCS( iALEACH( SOLUBK(

DCNUCC(10) DCNUCU(10,1) DCNUCS(10) ALEACH(10) SOLUBK(10)

ParameterMenu

4) 4,1) 4) 4) 4)

5) 5,1) 5) 5) 5)

6) 6,'1) 6) 6) 6)

7) 7,1) 7) 7) 7)

8) 8,1) 8) 8) 8)

9) 9,1) 9) 9) 9)

9\ -- <

RESRAD, Version 6.2 T4 Limit = 0.5 year Summary : ( Newfield Storage Pile

Site-Speci

08/23/2002,-09:00 Paqe 8 File: n( eld 281407.RAD

fic Parameter Summary (continued)

User Input Default'

Used bV RESRAD (If different from user input)

R016 R016 R016 R016 R016 R016

R017 R017 R017 R017 R017 R017 R017 R017 R017 RO 17 R017 RO 17 R017 R017 R017 R017 R017 R017, R017, R017 R017

R017; R017 R017 R017 R017' R017; R017ý R017' R017. R017T R017, R017T R0171

R018 R018R018 R018 R018 R018, R018 R018;

Parameter Name

1 4- t 9 t

Distribution coefficients for U-238 ,Contaminated zone (cm**3/q) Unsaturated zone 1 (cm**3/q) Saturated zone (cm* 4*3/q) Leach rate (/vr) Solubilitv constant

Inhalation rate (mV*3/vr) Mass loadinqfor inhalation (q/m**3) Exposure duration Shieldinq factor, inhalation Shieldinq factor, external qamma Fraction of time spent indoors Fraction of time spent outdoors (on site) Shape factor flaq, external qamma Radii of shape factor array (used if FS = '-l):

Outer,annular radius ((m), rinq 1: Oute'r annular radius (m), rinq 2: Outer,'annular radius (m), rinq 3: Outer annular radius (m), rinq 4: Outer annular, radius (m), rinq 5: Outer annular radius (m), rinq -6: Outer annular)radius,(m), ring '7: Outer annular radius"(m),',rinq 8: Outer annular radius),(m), rinq 9r Outer,'annular' radius.(m), ring 10:., Outer annular radius (m),'ring 11:" Outer annular radius (m), rinq 12:

Fractionsof-annular areas'within AREA: Rinq 'l

,Rinq 2, *Ring 3

* 'Rinq, 4,' Rinq 15 Rinq 6_ Ring , 7, Ring: 8 Rinqg 9 Rinq'10 Rinq 114

4Rn 1 ,;

Fruits, veqetables, and qrain consumption (kq/vr) 'Leafy veqetable consumption'(kq/vr) Milk consumption,(L/vr)

'Meat and.poultrv consumption (kq/vr) 'Fish consumption '(kq/vr) ,, Other seafood consumption (kq/vr) Soil inqestion rate (q/vr) Drinking water intake (L/yr)

1. 600E+03 1. 600E+03 3.500E+01 0. OOOE+00 0. OOOE+00

8. 400E+03 1.OOOE-04 3. OOOE+01 4.OOOE-01 not used 5.000E-01 2.500E-01 not used

not used not used not used not used not used not used not used not used not used not used not used not used

not used -not used 'not used not used not used not used not used not used not used not used not used not used

1. 600E+02 '1. 400E+011 9.200E+01, 6.300E+01' 5. 400E+00, 9.000E-01' 3: 650E+01 5.100E+02

5.600E+01 5. OOOE+01 5.OOOE+01'

S0. 00 0' 0. OOOE+00'

8. 400E+03 1.OOOE-04 3.OOOE+01, 4.000E-01! 7. 000E-01 5. OOOE-01 2.500E-01 1. OOOE+00,

5. OOOE+01 7. 071E+01 0.OOOE+00 0. OOOE+00 O.OOOE+O0, 0. OOOE+00 0. OOOE+00' 0.OOOE+00 0.000E+00 0. OOOE+00

'0.OOOE+00O 0. 000E+00,

i;OOOE+00 2.732E-01' 0.000E+00 0.OOOE+00. 0. OOOE+00: 0.000E+00 0.OOOE+00 0. 000E+00 0. OOOE+00 0. OOOE+00 0. 000E+00 S0. 000E+00

1. 600E+02 1.400E+01

*9.200E+01:

:6.300E+01! 5. 400E+00 9.OOOE-01 3. 650E+01 5. 100E+02

1.043E-05 not used

>0 shows circular AREA.

ParameterMenu

DCNUCC(11) DCNUCU (11, 1) DCNUCS (11) ALEACH (11) SOLUBK(11)

INHALR MLINH ED SHF3 SHF1 FIND FOTD FS

RAD SHAPE( 1 RAD SHAPE( 2 RAD SHAPE( 3 RAD SHAPE( 4 RAD SHAPE( 5 RAD SHAPE( 6 RAD'SHAPE( 7 RAD SHAPE( 8 RAD SHAPE( 9

'RAD SHAPE(10 RAD SHAPE (11 RAD SHAPE(12

FRA6A( 1) FRACA( 2) FRACA( 3) FRACA( 4) FRACA( 5)

'FRACA( 6) FRACA( 7)

SFRACA( 8) FRACA( 9) FRACA (10) FRACA (11) FRACA (12)

DIET (1) DIET (2) DIET (3) DIET(4) DIET(5) DIET(6) SOIL DWI

RESRAD, Version 6.2 Ti Limit = 0.5 year Summary : SMC Newfield Storage Pile

08/23/2002 09:00 Page 9 File: newfield 281407.RAD


Parameter

Contamination Contamination Contamination Contamination Contamination Contamination Contamination Contamination

fraction fraction fraction fraction fraction fraction fraction fraction

of of of of of of of of

drinking water household water livestock water irriqation water aquatic food plant food meat milk

R018 R018 R018 R018 R018 R018 R018 R018

R019 R019-' R019 R019 R019 R019 R019 R019 R019 R019 R019 R019

RI9B RI 9B R19B RI 9B RI 9B R19B R19B RI9B RI9B RI9B RI9B R19B R1 9B R1 9B RI9B R19B

C14 C14 C14 C14 C14 C14 C14 C14 C14 C14

STOR

C

User Input Default


i i I1 __ _ _ _ _ _ __ _ _ _ _ _ I

1.OOOE+00 not used 1.OOOE+00 1.OOOE+00 5.OOOE-01 -1 -1 -1

6.800E+01 5.500E+01 5.OOOE+01 1.600E+02 5.OOOE-01 1.OOOE-04 1.500E-01 9.0O0E-01 1.OOOE+00 not used 1.OOOE+00 1.OOOE+00

7.0O0E-01 1.500E+00 1.100E+00 1.700E-01 2.500E-01 8.OOOE-02 1.OOOE-01 1.OOOE+00 1.OOOE+00 2.500E-01 2.500E-01 2.500E-01 2.500E-01 2.500E-01 2.500E-01 2.OOOE+01

not used not used not used not used not used not used not used not used not used not used

1. OOOE+00 1.OOOE+00 1. OOOE+00 1. OOOE+00 5.OOOE-01 -1 -1 -1

6.800E+01 5.500E+01 5.OOOE+01 1. 600E+02 5.OOOE-01 1.OOOE-04 1.500E-01 9.OOOE-01 1.OOOE+00 1. OOOE+00 1.OOOE+00 1.OOOE+00

7.OOOE-01 1. 500E+00 1. 100E+00 1.700E-01 2.500E-01 8.OOOE-02 1.OOOE-01 1.OOOE+00 1. OOOE+00 2.500E-01 2.500E-01 2.500E-01 2.500E-01 2.50OE01 2.500E-01 2. OOOE+01'

2. 0OOE-05 3.OOOE-02 2. OOOE-02 9.800E-01 3.000E-01 7.OOOE-07 1.OOOE-10 8.OOOE-01 2. OOOE-01 8.894E+01

(

Menu

Livestock fodder intake for meat (kq/dav) Livestock fodder intake for milk (kq/day) Livestock water intake for meat (L/day) Livestock water intake for milk (L/day) Livestock soil intake (kq/day) Mass loading for foliar deposition (q/m**3) Depth of soil mixing laver (m) Depth of roots (m) Drinking water fraction from ground water Household water fraction from ground water Livestock water fraction from ground water Irrigation fraction from ground water

Wet weight crop yield for Non-Leafy (kq/m**2) Wet weight crop yield for Leafy (kq/m**2) Wet weight crop yield for Fodder (kq/m**2) Growinq Season for Non-Leafy (years) Growing Season for Leafy (years) Growing Season for Fodder (years) Translocation Factor for Non-Leafy Translocation Factor for Leafy Translocation Factor for Fodder Dry Foliar Interception Fraction for Non-Leafy Dry FoliarInterception Fraction for Leafy Dry Foliar Interception Fraction for Fodder Wet Foliar Interception Fraction for Non-Leafy Wet Foliar Interception Fraction for Leafy Wet Foliar Interception Fraction for Fodder Weathering Removal Constant for Vegetation

C-12 concentration in water (q/cm**3) C-12 concentration in contaminated soil (q/q) Fraction of vegetation carbon from soil Fraction of vegetation carbon from air C-14 evasion layer thickness in soil (m) C-14 evasion flux rate from soil (1/sec) C-12 evasion fluxrate from soil (1/sec) Fraction of grain in beef cattle feed Fraction of grain in milk cow feed DCF correction factor for gaseous forms of C14

Storage times of contaminated foodstuffs (days):

Parameter Name

0.500E+00 0.100E+01 0.100E+01

I

FDW FHHW FLW FIRW FR9 FPLANT FMEAT FMILK

LFI5 LFI 6 LWI5 LWI 6 LSI MLFD DM DROOT FGWDW FGWHH FGWLW FGWIR

YV (1) YV (2) YV (3) TE(1) TE(2) TE (3) TIV(1) TIV(2) TIV(3) RDRY (1) RDRY (2) RDRY (3) RWET (1) RWET (2) RWET (3) WLAM

C12WTR C12CZ CSOIL CAIR DMC EVSN REVSN AVFG4 AVFG5 C02F

RESRAD, Vers~n 6.2 T14 Limit = 0.5 year Summary : Sr 'ewfield Storage Pile

Site-Speci

08/23/2002 .09:00 Page 10 File: ne Ild 281407.RAD

fic Parameeer Summary (continued)

ParameterUser Input Default

Menu_ _ _ __ _ _ __ _ _ __ _ Paramete

STOR STOR STOR STOR STOR STOR STOR STOR STOR

R021 R021 R021 R021 R021 R021 R021 R021 R021 R021 R021 R021 R021 R021 R021 R021 R021

TITL TITL TITL

'4 A ;

-4

Fruits, non-leafy vegetables, and'qrain Leafy vegetables Milk Meat and poultry Fish Crustacea and mollusks Well water Surface water Livestock fodder

Thickness of building foundation (m) Bulk density of building foundation (q/cm**3) Total porosity of the cover material Total porosity of the building foundation Volumetric water content of the cover material Volumetric water content of the foundation Diffusion coefficient for radon gas (m/sec):

in cover material in foundation material in contaminated zone soil

Radon vertical dimension of mixing (m) Average building air exchange rate (1/hr) Height of the building (room) (m) Building interior area factor Building depth below ground surface (m) Emanating power of Rn-222 gas Emanating power of Rn-220 gas

Number of graphical time points Maximum number of integration points for dose Maximum'numberof integration points for risk


I I _________ 1 4

I)

Summary of Pathway Selections

Pathway - User Selection

1 -- external gamma suppressed 2 -- inhalation (w/o radon) active 3 -- plant ingestion active 4 -- meat ingestion active 5 -- milk ingestion active. 6 -- aquatic foods active 7 -- drinking water active 8 -- soil ingestion active 9 -- radon suppressed, Find peak pathway doses active

M~ii

1.400E+01 1.OOOE+00 1.000E+00 2.OOOE+01 7.OOOE+00 7.OOOE+00 1.OOOE+00 1.OOOE+00 4.500E+01

not used not used not used not used not used not used

not used not used not used not used not used not used not used not used not used not used

32 17

257

I

Parameter Name

I1. 400E+01 1. OOOE+00 1.OOOE+00 2.OOOE+01 7. OOOE+00 7.OOOE+00 1. 000E+00 1.OOOE+00 4.500E+01

1.500E-01 2.400E+00 4.0O0E-01 1.OOOE-01 5.000E-02 3.OOOE-02

2.OOOE-06 3. OOOE-07 2.OOOE-06 2.OOOE+00 5.OOOE-01 2.500E+00 0.OOOE+00

-1.OOOE+00 2.500E-01 1.500E-01

STOR T (1) STOR T (2) STOR T (3) STOR T (4) STOR T (5) STOR T (6) STOR T (7) STOR T (8) STOR T (9)

FLOOR1 DENSFL TPCV TPFL PH2OCV PH2OFL

DIFCV DIFFL DIFCZ HMIX REXG HRM FAI DMFL EMANA (1) EMANA (2)

NPTS LYMAX KYMAX

RESRAD, Version 6.2 Ti Limit = 0.5 year Summary : SMC Newfield Storage Pile

Contaminated Zone Dimensions

Area: 20446.10 square meters Thickness: 2.80 meters

Cover Depth: 1.00 meters


Initial Soil Concentrations, pCi/q

Ac-227 8.OOOE+00 Pa-231 8.OOOE+00 Pb-210 1.820E+02 Ra-226 1.820E+02 Ra-228 1.820E+02 Th-228 1.820E+02 Th-230 1.820E+02 Th-232 1.820E+02 U-234 1.820E+02 U-235 8.OOOE+00 U-238 1.820E+02

Total Dose TDOSE(t), mrem/vr Basic Radiation Dose Limit = 1.OOOE+02 mrem/yr

Total Mixture Sum M(t) = Fraction of Basic Dose Limit Received at Time (t)

t (years): 0.OOOE+00 1.OOOE+00 1.OOOE+01 1.OOOE+02 1.OOOE+03 TDOSE(t): 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

M(t): 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

Maximum TDOSE(t): 0.OOOE+00 mrem/yr at t = 0.OOOE+00 years

C' C (

0 ,00t21000.0

0'00+2000*0 0 00+Z000*0 0 00+S000*0 0 00+9000*0 0 00+2O0000 0 00+3000*0 0 00+a00010 0 00+3000*0 0 00+a000*0 0 00+3000*0 0 00+Z000,0

0 00+S000 *0

0 00+3000*0

0 00+S00010 0100+S00010 0,00+300V00 0 !00+S00010 0100+3000,0 0 00+S000*0 0 00+200010 0 00+3000*0 0 00+2000*0

TTOS

0000,0

0000*0 0000 .* 0 000010 0000*0 0000*0 0000*0 0000,0 0000,0 0000,0 0000*0 0000*0

00+S000,0k 10000*0o

00+a000,0 ý00+2000 0 100+3000"0' '00+3000'0 00+3000*0

~00+a000,0 00+3000*0 00+S000*0

00+2000*0

:XA/wlaxw

0000*0 0000*0 000010 000010 0000 *0 0000*0 000V00 0000 *0 0000,0 0000,0 0000 *0

00+S000*0

00+3000*0 00+S000*0 00+S00070 00+a000,0 00+3000*0 00+a000*0 00+21000*0 00+S000*0 00+2000*0 00+2000*0 00+3000 *0

a[A/weula

%( 11

ý-0000,0 00+3000C0 =00000S0,

0000*0 00+3000C0 000010100+3000'0 0000*0 00+a000C, ,0000*0 00+21000 .C 0000*0 00+2000C0 0000"0.00+3000C0 0000*0 ~00+S000C0 000010 00+S000,C 0000,0 00+2000C0 0000,0 00+S000C0

IUPTd

'sA utitled quapuepdap pue 9pu~~dapuT*.79,vm TTP, -TO mn.Ifl

00000+3000*0 0000.0 00+300O0 0000 00200' lp.

,0000*0. 00+a000*0 10000,0 00+S0000 000 0+00 -f 0000. 0+200 0000 00+000 00000 00+3000.0 scz-fl

, 000010. 00+2000*0 ý000010-QQ+30000 00 0200 t~f '000070, 00+3000*0,-0000*0 00+2000*0 ,0000'0 00+a000"0 KZ-11I000070 00+3000*0 10000*0, 00+3000.0 '0000-0 00+300070 0EZ-4L. -0000"o 00+3000*0 1000070 00+200:0 ~0000-0.0+3000.0 OZ-'4,L -000010 00+a00010 0000*0 00+2000 0 0000*0'00+a000*0 8ZZ-14.

I0000'0 00+3000*0 0000*0 00+S20000 0000*0'00+S000*0 9ZZ-V I0000*0 00+2000*0 0000*0 00+a000*0 0000*0 00+s000*0 oTZ-qa I-0000*0 00+3000*0 0000*0:,00+Z20000 0000*0 00+Z20000 TEZ-?d I0000*0 00+Z20000 0000.0 00+3000*0 0000'0 00+:H0000 LZZ-D

- qP.7 , A/UaaU qojj A/iaji *ova aAuiaui PTonN~tle-Ta-

sAvmtIqed :Iqapuadaa zrak4v

saa 00+a000*0 4 4v~ asoai go UOT4va PUP aA/uiaaux Gv (d) 9-&mt44d PUP Mf. s9PT-rnUOTP12- TeflP1A1pui~O 70,W')aOI sIu~n~~ GCO0IT941

0000,10 00+3000*0

0000*0 00+H000,0 0000*0 00+2000*0 0000*0100+S000*0" 0000*0 00+3000,10. 0000*0 '00+3000'0 0000:0 00+a000-0., 00000 ~00M+000*00000*0 00+Z20000 0000*0 00+3000*00000*0 Q0+Z000*0 0000*0 00+3000*0ýý

qo-eZtj zrA/uejul

XtTTW

0000,0

0000*0 0000*0 000010 0000*0 0000*0 0000*0 0000 *0 000010 0000,0 0000*0 000010

00+3000'0*

00+3000*0 00+3000*0 00+Z20070 00+2000*.0 00+3000*0. 00+3000*0 00+3000*0 00+2000*0 00+S000*0 00+a000,0 00+2000*0

w�W

0000.10 100+a000,-0

0000 0000*0 0000,0 0000 0

~,0000..0 000070 0000*. 0000*0 0000 *0 0000*0 000010

0+30001*10 00+2000*0 '00+3000 *0 00+2000.,0 00+3000*0 00+3000,10 00+9000! 0 00+300010 00+3000*0 00+2000 *0 00+3000*0

aA/weaaw

4UPTd

0000*0

0000 , 000070 0000 7 0 0000*0 0000*. 0000*0 0000,0 0000*0 000010 0000,0 0000"o

00+3000,0

00+3000,0 00+a00070 '00+2000*0 00+200070 00+a20700 00+a000*0 00+a000,0 00+a000"0 00+30000) 00+a000*0 00+3000,0

:JA/UIB~UI

Uope'

0000.0 00+a00070

0000: 0 0000 0 0000*0 0000*0 0000*0 0000*0 0000,0 0000"o 000010 0000*0 0000*0

00t3000.0 00+2000'0 00+3000 0 .00+3000 .0 00+a000*0 00+a000*0 00+3000*0 00+3000*0 00+Z30000 00+3000*0 00+2000*0

aA/meaauI

UTu~TvqUI

0000*0

0000*0 0000 0 000 0oo '0000,0 0000: 0 0000 0 0000,0 0000,0 0000*0 0000*0 0000*0

00;2000 -0

00+3000*0 00+300010 00+S00010 00+Z20000 100+300010 00+3000*0 '00+3000'0 00+2000*0 00+3000*0 00+3000*0 00+S00010

aA/meaauI

puno:tg

8Ez-tll

OTZ-qa

9P~T~nN -OTPe-

(uop2.1 sapnTox9 uO1T~vTluI) sAemqqua quapuadapui aaeut

sauaA 00+a000'0 ='4 Wr 9sOG TuOL0 JOuOT40eaa. PUP aA/lu92IW s (d) S4emq4ed PUP (T) GOPTTonuoTPul TuflPTATPUI Zzo; (q'd'T)3Soaj. SUO~nq~azmoo DSOG TU40L

GTfliL0P~T8Z PTý a :9TT3 aT~d 96eO4S PTOTUm9 ) AapunnS ZT aed~ .00:6u 'Z0OIZI0Z/0 J~a 9*0 = 4TuI'17 ;11, ý-9 L~-SýaA 'UV1ISa-d

I .

-OTpe-d

RESRAD, Version 6.2 Tli Limit = 0.5 vear Summary : SMC Newfield Storage Pile


Total Dose Contributions TDOSE(i,p,t) for Individual Radionuclides (i) and Pathways (p) As mrem/yr and Fraction of Total Dose At t = 1.000E+00 years

Water Independent Pathways (Inhalation excludes radon)

Inhalation

mrem/vr

0. OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0. OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000, 0.0000

RadioNuclide

Ac-227 Pa-231 Pb-210 Ra-226 Ra-228 Th-228 Th-230. Th-232 U-234' U-235 U-238

Total

Radon

mrem/yr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

Plant

mrem/yr fract.

0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00,0.0000 0.OOOE+00 0.0000 0.OOOE+00,0.0000 0.OOOE+00 0.0000

O.OOOE+O0,,0.0000

Meat

mrem/yr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0. OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000,0.0000,0.0000,s 0.0000; .0.0000 0. 0000 0.0000•

mrem/vr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

0.OOOE+00

Milk Soil

mrem/Vr fract. mrem/vr f

0.OOOE+00 0.0000 0.OOOE+00 0 0.OOOE+00 0.0000 0.OOOE+00 0 0.OOOE+00 0.0000 0.OOOE+00 0 0.OOOE+00 0.0000 0.OOOE+00 0 0.OOOE+00,0.0000 0.OOOE+00 0 0.OOOE+00 0.0000 0.OOOE+00 0 0.OOOE+00 0.0000 0.OOOE+00 0 0.OOOE+00 0.0000 0.OOOE+00 0 0.OOOE+00 0.0000, 0.OOOE+00 0 0.OOOE+00 0.0000 0.OOOE+00 0 0.OOOE+00 0.0000 0.OOOE+00 0

0.OOOE+00 0.0000 0.OOOE+00 0

Total Dose Contributions TDOSE(i,p,t) for Individual Radionuclides (i) and As mrem/yr and Fraction of Total Dose At t = 1.OOOE+00 years

Water Dependent Pathways

Pathways (p)

Water

mrem/Vr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.000E+00" 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0. 0000

Fish Radon

mrem/yr


0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

mrem/yr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00

0.o0oE+00

Plant

fract. mrem/vr

0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000' 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00

0.0000

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000, 0.0000 0.0000 0.0000

0.OOOE+00 0.0000

Meat Milk

mrem/vr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0.OOOE+00 0. OOOE+00 0. OOOE+00 0.OOOE+00

0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000' 0.0000 0.0000

0. 00002

mrem/vr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 O.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

0. OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

All Pathw,

mrem/Vr f

0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0

0.OOOE+00 0

*Sum of all water independent and dependent pathways.

Ground

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.OOOE+00 0.0000.O.OOOE+O0'0.0000

RadioNuclide

AC-227 Pa-231 Pb-210 Ra-226 Ra-228 Th-228 Th-230 Th-232' U-234 U-235 U-238

Total

(

s-GAemtfled quapuedap p ue DPUadBpuT iau Ile ;o tuns,

0 00+3000*0

01 00+300V00 0 00o+a0000 0 00+3000,01 0 00+E30000 0 00+3000.0O 0 00+a3000-.0 0 00+3000:*0 0 00+E30000 0 00+3000*0 0 00+3000*0 0 00+300010

a A/wlarw

'M14Wed, TTW

0000*0 00+Z00010

0000*0 00+3000'0 0000*0 00+Z30000 0000 0A00+3000*0 0000*0 00+3000701 0000*0 00+E30000 0000*0 00+3000*0 0000*0 00+E30000 0000*0 QQ+30000O 000010 QQ+a30000 0000,0 0Q+SOOO'Oi 000010 00+2000*0

qopaj; aA/weaaux

% TIW

0000"'0'.00+3000*0

0000*0 00+a30000~ 0000*0, 00+23000*0. 000070,00+300010 0000*0100+3000'0 0000*0 00+3000'0, 0000"o 00+3000:0 0000*0 QQ+30000o 0000,0 00+3000'0 0000,0 00+2000"0 0000*0 00+3000*0 000010 00+3000*0

qox alwau

-0000"o 00+3000*0

0000,*0"00+3000*0 00001000+E30000 0000*0100+2000*0 0000,0 00+S3000 0000*0 00+E30000 000070 00+a30000 0000*0 00+a30000 0000*0 00+E30000 0000*0 00+30000O 000010 00+3000*0 00000o 00+3000*0

4UETd -,

0000*0

0000,.0 000010 000010 0000,0 0000*0 0000*0 0000*0 0000*0 0000"o 0000*0

0O0+ 200 0 0

,00+E30000 00+3000O'0 00+3000*0 00+3000 *ý0 00+300010 00+3000'0

00+3000*0 00+300010 00+3000 *0 00+30000O 00+30000I

UOP2'd

0000,10 00+30000o

000010 00+300010 000070,00+300070 000070 00+30000: 0000 0'00+3000*0 0000.0 00+3000'0 0000*0 00+30000o 000010,0Q0+3000*0 0000*0 00+3000'0 0000*0 00+30000O 0000*0 QQ+a30000 '000010 00+3000'0

4S13 a/Wa

0000,*0,00+3000'0,

0000*0, 00+3000 *0 0000*0 100+3000.0, 00001000+300070 0000*0 00+S30000" 0000*0 00+S000 0 000010' 00+2000'0 0000,0 00+30000O 000010'00+3000*0 0000*0 00+2000Q0 0000*0 00+2000*0 0000*0 00+3000*0

s 2mtjqud -4aude ap

-S:EZeA J0+ -0"' -4 -V OSOQ -- O ;o JOUOT;ý02 pue XA/w~auw Gv *(d) s~emtl4veJ Pue (T) GP~onuoTrpmd TCnPTArpui jo; (1c4)s0 u~nqT 4uoO OSOG TV401

0 00+30000o

0 00+a30000 0 00+3000*0 0100+30000o 0 00+30000o 0 00+S30000 0 00+3000*0 0 00+S30000 0 00+2000'0 0 00+3000 0 0 00+30000. 0 00+a000.0

; Auau

"TOS

0000,0

0000*0 0000*0 0000,0 0000*0 000010 0000,0 0000,0 0000*0 0000*0 0000*0 0000*0

00+30000O

00+E30000 00+S000 *0 00+3000*0 00+30000O 00+a30000 00+30000o 00+3000*0-! 00+300010 00+300010 00+30000O 00i-30000

aA/UmaaUx

�( I 1W

0000,0

0000,0 0000*0 0000 0 0000 0 000010 0000,0 0000*0 0000*0 000010 0000*0 0000*0

00+3000'0

00+300010 00+Z00010 00+a3000*0 '00+3000 0 00+300010, 00+Z000 *0 00+S000 .0o 00+3000*0 00+300010 00+3000*0 00+-300010

aA/meaaU

-4paK

000,00 00+S060.0

0000 ý 0000 10 0000*0 0000"o 0000*0 0000*0 0000*0 0000,0 0000*0 0000*0 000010

00+30000o 00+a30000 00+a30000 00+300010 00+S30000 00+S000*0 00+2000 0 00+E30000 00+S00010 00+a30000 00-t-3000 *

aA/mezuI1

0000*0

0000 *0, 0000*0 00001* 0 0000*0 0000,0 0000*0 0000*0 0000*0 000010 0000*0 0000,0

00+300010

100+3000*0 00+30000O 00+3000*0 00+3000'0 00+3000*0 *00+3000*0 00+3000*0 00+300010 00+3000'0 00+S30000 00+3000*0

IA/ulgazw

0000:o0

000010 0000,0 0000,0 0000 *0 000010 000010 0000,0 0000*0 0000"o 0000*0 0000*0

uopuli

00+300010

00+S00600 00+3000*0 00+a30000 00+300070 00+a30000 00+30000o 00+S30000 00+3000*0 00+S00010 00+S00010 00+9000'0

aA/UiaatW

UOT4PTe14uI

0000*0-00+3000'0 TQ4OL

0000*0 00+300010 8EZ-fl 0000 .0 00+S00010 SEZ-11 0000*0 Q0+Z30000 T7Z-fl0000*0 00+30000O ZSZ-q4J 0000*0 00+3000*0 0£Z-i4j. 0000*0-00+3000*0 8z-qlL 00000 00o+30000 8zz-pl 000010 00+3000*0 9zz-pl 0000,0 00+30000o oiZ-qa 0000'0 Q0+3000 0- TEZ-vd 0000.0 00+3000*0 LZZ-OV

-492 2A/ue9'w 9PTTon'N -O-rpPe

puno-70

(uoppa sepnTpxe uoT4PTequI) sAvmqwad quepuedepuj aaqvt

saP94 10+3000'T = 4j W SOU TP401 ;0 uOT40PaZ3 Pue aA/w'Dau s (d) sAvmq~va PuP CT) GaToUOP' TpnpIATPUI aO; (4'd'T)Zsoaa, GUO~qnq~a~uOO aGOG T9401

CIVdLOtI~PT8Z Mal :e8T3 OT~d DbvaO4S PT9UMD1N) : &eumUns j7T ab~ed 00:60 ~-100E//80 ae@A S*(O = 4T'U'T' ;11 ý-9 UO-19A 'OVUISS-d

T~1L,4

8 z -e

OIZ-qa TEZ-Vd

OPTTonN -OTPE?3

RESRAD, Version 6.2 T4 Limit = 0.5 vear Summary : SMC Newfield Storage Pile



Water Independent Pathways (Inhalation excludes radon)

Pathways (p)

Ground Radio-Nuclide

Ac-227 Pa-231 Pb-210 Ra-226 Ra-228 Th-228 Th-230 Th-232 U-234 U-235 U-238

Total

mrem/vr

0. OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

0.OOOE+00

Inhalation

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

mrem/vr


0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

Radon

mrem/yr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0. OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00

0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

Plant

mrem/vr


0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

Meat

mrem/vr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0.OOOE+00 0.OOOE+00

0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000• 0.0000, 0.0000 0.0000 0.0000 0.0000 0.0000;

0.0000

Milk

mrem/Vr fract.

0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000 0.OOOE+00 0.0000

0.OOOE+00 0.0000

Soil

mrem/vr f.

O.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0

0.OOOE+00 0


Water Dependent Pathways

Pathways (p)

Water

mrem/yr fract.


0.OOOE+00

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

Fish

mrem/vr


0. OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

Radon

mrem/vr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00

0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000

Plant

mrem/Vr

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0. OOOE+00

0.OOOE+00

Meat Milk

fract. mrem/vr fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0-.0000 0.0000

0.0000

0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00

0. OOOE+00

0.0000 0.0000 0.0000 0.00000.0000. 0.0000, 0.00001 0.0000 0.0000o 0.0000 0.0000

0.0000

mrem/vr

0.OOOE+00 0. OOOE+00 0.OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00 0.OOOE+00 0.OOOE+00 0. OOOE+00

0.OOOE+00

fract.

0.0000 0.0000 0.0000 0.0000 0.0000 0. 0000 0. 0000 0. 0000 0.0000 0.0000 0.0000

0.0000

*Sum of all water independent and dependent pathways.

C

RadioNuclide

Ac-227 Pa-231 Pb-210 Ra-226 Ra-228 Th-228 Th-230 Th-232 U-234 U-235 U-238

Total

All Pathw.

mrem/vr f

0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0 0.OOOE+00 0

0.OOOE+00 0

( (

~s I Amitfld qu I puadap pup quapuadapuT 104um TTv jo uins*

0 00+3000*0

0 00+3000,0 0 00+3000*0 0 00+3000*0 0 00+3000*0 0 QQ+E30000 0 00+S00010 0 00+S30000 0 00+3000~0 0 00+3000*0 0 00+S00010 0 00+3000*0

T A/Uiaaul

'mtIld TTV

0000*0

0000,0 000010 0000,0 0000*0 0000*0 0000 *0 000010 0000*0 0000*0 0000*0 0000 *0

00+3000'0:

00+S000 0 00+30000O. 00+3000'0 00+3000,0 00+3000*0 00+a30000 00+3000*0' 00+300010 00+3000,0, 00+3000"0

aA/w.uiau,

N(TTH

0000*0

0000*0 0000,0 0000*0 0000*0 0000*0 0000*0 000010 0000,0 0000*0 0000*0 0000*0

00+S30000

00+3000*0 00+3000*0 00+3000*0 00+30000, 00+2000,0 00+2000*0 00+3000*0 00+3000 *0 00+300010 00+3000*0 00+3000*0

aA/maUleI

0000*0 00+3000*0 0000.0 00+3000:0 000010 00+3000*0 0000*0100+3000'0 0000.0 00+3000*0 0000*0,O0+3000'0 000010 00+3000*0 000010 00+E30000 0000*0 00+E30000 000010 00+3000,0 000010 00+30000l

*pa.; "'VAUI6.IuY-

qeaw

0000.0 00+3000*0,000 doooo 0+30000

0000ooo 00+3000*0-0000:0ý,00+3000-0 0000 01"00+9000'0 0000 0,00+E30000 -0000.0 00+30000.O 0000.0 00+a30000 000o0oo 0+30000;" oo00000.'00+30000 000070 00+a3000,.-0oo'000000+3000*0 0000*0 00+30000 0000*0 00'o~o+3000~0 0000.0 00+3000*0 0000 0 00+30000O

,0000*0,00+3000O*0 0000*0 00+3000,0 000010.00+300O*0 '000010 00+30000o 0000*~0 00+3000"0 0000.0 ,O0+a30000

UOPU'd tl GTj

0000!0 00+3000*0ý TE401

0000.-0 00+30000O 0EZ-n 0000*0 00+Z30000 gcz-n 000010 00+3000*0ý Kz-n, 0000*0 00+3000*0 CZc-q4L 0000.0 00+3000*0 OE-q 0000.0 '00+3000*0 -8zz-MJ1 000010 00+3000*0 8zz-e 0000*0 00+3000,0 9zz-vl 0000,0 00+3000*0 0TZ-qd,

0000.0 00+3000*0 EZ~-Pi.

qoa* . zA/me.7Ux -ýPTTonN -0ocpeu

aqe;m

GAPeTq -ee 4uapuedeci aa4

£09AE+9000*t = 4 a 00 T2410. JO UOT'Opgra-Vu'pu ý/M9/UeI-'sV (d) sAumy44vd upU (T) GOPTTonuo'Pul TenpPTATrPUI JO; (d )s01SUOTqflqT.4UOD 0 TQ 0

0 00+3000,0

0 00+3000o-0 0 00+300010 0 00+S00010 0 00+3000*0 0 00+3000*0 0 00+300010 0 00+30000O 0 00+3000,0 0 00+3000*0 0 00+3000*0 0 00+3000,0

T T/OS h

0000,0

0000 *0 0000*0 0000: 0 0000 0 0000*0 0000 *0 0000*0 000010 000010 0000,0 0000 *0

00+S000 0

00+S000 0 00+3000,0 00+2000*0 00+3000*0 00+300010: 00+E30000 00+3000*0 I 00+Z30000 00+30000 00+S000 0

){ TIN

0000,0

000010 0000,0 0000*0 0000*0 0000,0 0000 *0 0000*0 0000,0 0000*0 0000 *0 0000,0

00+E30000

00+3000*0 00+3000'0 00+E30000 00+Z000,0 00+3000,0 00+3000*0 00+E30000 00+3000,0 00+2000'0 00+300010 00+-3000*0

aA/mia~ui

0000*0 00+2000*0

0000.0 00+E30000 0000*0 00+3000*0 0000"0 00+3000*0 000010 00+3000*0 000010 00+30000O 000010 00+3000*0 0000*0 00+3000*0 0000.0 ,00+3000*0 000010k 00+30000 0000*0 00+3000*0

000qQ+3000

0000*0

0000*0 000010 0000,0 0000,10 0000*0 0000*0 0000*0 '0000*0 10000,0 '000010 0000*0

00+S30000 00000 00'o+30000o

00+3000,0 00+3000,0,. 00+3000*0 00+Z30000 00+2000*0 00+3000,0 00+30000O 00+2000*0 00+300001 00+3000*0 00+E000*0

ZA/UuaaUI

uopp~d

0000,0100+3000*0

.0000*0,~00+3000 .0

~0000:0-00+3000.0 0000 010+ Q3000*0 000010 00+3000*0 0000'0"00+Z30000 '0000*0 00+3000*0 '0000*0 p00+3000 .0

40 zt -'A/UIOIU

UOIT4QTtlUI

000010 00+3000*0 Tu:4jL

0000.0 00+3000*0 8EZ-fl 0000*0 00+E000*0 SEe-fn 0000*0 ý00+3000*0 kcz-fl

000010-00+9000'0 0CZ-'41 000010 00+3000*0 8z-Mlq 0000.0 00+30000O 8ZZ-U' 0000.0 00+3000*0 9~z-vd 0000*0,00+3000,0 oTZ-qd 000010:00+3000 .0 TEZ-ed 0000*0 00+30000O LZZ-OV

(uopua spnT~x8 uOIT~4uT I) sApMq4pd quepuadepui jaqem

GaEGA £0+2000*1 = 4 WesoG TP41Q ;o uOI40uaa Ppu JA/umetw sxj (d) sApmq4Pd pup (T) SpPTpUOPj T~P Pi o; (4'd'I)3SooI suoIqnqIa~uoo asoa T940 1

QVpL~tT8 uPTTT OT~d ObPaOqS PT9TMI_ AUU.l 9T'OV8 Aa0vun0/u8 nA~ =~"'' t GIS3~

RESRAD, Version 6.2 T;i Limit = 0.5 Vear Summary : SMC Newfield Storage Pile


Dose/Source Ratios Summed Over All PathwaVs Parent and Progeny Principal Radionuclide Contributions Indicated

DSRHt) (mrem/vr)/(pCi/q) 1.OOOE+00 1.OOOE+01 1.OOOE+02

O.OOOE+00 O.OOOE+00 O.OOOE+00

Parent Product Branch W (j) Fraction*

Ac-227 Ac-227 1.OOOE+00

t= O.OOOE+00

0. OOOE+00

1. OOOE+03

O.OOOE+00

O.OOOE+00 0. OOOE+00 0. OOOE+00

0. OOOE+00 0. OOOE+00 O.OOOE+00


0. OOOE+00 O.OOOE+00 O.OOOE+00

Pa-231 Pa-231 Pa-231

Pb-210

Ra-226 Ra-226 Ra-226

Ra-228 Ra-228 Ra-228

Th-228

Th-230 Th-230 Th-230 Th-230

Th-232 Th-232 Th-232 Th-232

U-234 U-234 U-234 U-234 U-234

U-235 U-235 U-235 U-235

U-238 U-238 U-238 U-238 U-238 U-238

Pa-231 AC-227 FDSR(j)


0. OOOE+00 0. OOOE+00 0. OOOE+00

Pb-210 1.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

Ra-226 Pb-210 ZDSR(j)

Ra-228 Th-228 FDSR (j

Th-228

Th-230 Ra-226 Pb-210 EDSR(j)

Th-232 Ra-228 Th-228 ZDSR(j)

U-234 Th-230 Ra-226 Pb-210 EDSR(j)

U-235 Pa-231 Ac-227 ZDSR(j)

U-238 U-234 Th-230 Ra-226 Pb-210 7.DSR(j) Xý


1.OOOE+00 1.OOOE+00

1.OOOE+00

1.OOOE+06 1.OOOE+00 1.OOOE+00

1. OOOE+00 1. OOOE+00 1. OOOE+00

1.OOOE+00 1.OOOE+00 1.OOOE+00 1.OOOE+00

1.OOOE+00 1.OOOE+00 1.OOOE+00

1. OOOE+00 1.OOOE+00 1. OOOE+00 1. OOOE+00 1. OOOE+00

O.OOOE+00 0. OOOE+00 0. OOOE+00

0. OOOE+00 0. OOOE+00 0. OOOE+00

0. OOOE+00 0. OOOE+00 0. OOOE+00

O.OOOE+00 0. OOOE+00 O.OOOE+00

O.OOOE+00 0. OOOE+00 O.OOOE+00

0. OOOE+00 0. OOOE+00 0. OOOE+00


0. OOOE+00 O.OOOE+00 O.OOOE+00

0. OOOE+00 0. OOOE+00 0. OOOE+00

0. OOOE+00 0. OOOE+00 0. OOOE+00

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

0. OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 I

O.OOOE+00 O.OOOE+00 O.OOOE+00 0. OOOE+00 0'. OOOE+00

O.OOOE+00 O.OOOE+00 O.OOOE+00 0. OOOE+00

0. OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

O.OOOE+00 0. OOOE+00 O.OOOE+00 0. OOOE+00

O.OOOE+00 O.OOOE+00 O.OOOE+00 O.OOOE+00

0. OOOE+00 0. OOOE+00 0. OOOE+00 O.OOOE+00 O.OOOE+00

0. OOOE+00 0. OOOE+00 0. OOOE+00 O.OOOE+00

O.OOOE+00 0. OOOE+00 O.OOOE+00 0. OOOE+00 O.OOOE+00 0. OOOE+00



0. OOOE+00 O.OOOE+00 0. OOOE+00 O.OOOE+00 O.OOOE+00


0. OOOE+00 0. OOOE+00 O.OOOE+00 O.OOOE+00 0. OOOE+00 O.OOOE+00



0. OOOE+00 0. OOOE+00 0. OOOE+00 O.OOOE+00 0. OOOE+00


O.OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00



0. 000E+00 0. OOOE+00 0. OOOE+00 O.OOOE+00 O.OOOE+00


0. OOOE+00 0. OOOE+00 0. OOOE+00 0. OOOE+00 O.OOOE+00 0. OOOE+00

CUMBRFM = BRF(1)*BRF(2)* ... BRFM.*Branch Fraction is the cumulative factor for the Vt principal radionuclide dauqhter:

The DSR includes contributions from associated (half-life :ý 0.5 yr) daughters.

4TUITT A4TAT40P OTJToods 4v*

3cz-n 3EZ-0 VEZ-fl :Z-tll :Z-qll

zz7pv

TTonN

soýzoquc. 90+ao9T'Z* 60+SgPZ*9* 90+3960 *T* OT+z8TOZ* VT+aZ6T * 8* VT+a9ZL*Z* TT+:IZ88'6* ET+3TE9 L* OT+SZZL P* ET+SOEZ'L*

(Jb / T:ýCi) ' (XBU,4 IT) o

00+300010' so+ao9c-*E* 00+aooo*o 00+3000 *'o zo+HOZ8 *,T

'00+a000:0)9o+ao9T*Z* oo+aooo*o--,- 00+aooo .0 oo+aooo*8

00+3000 0 60+ZSPZ*9* 00+S000`0 ý-00+zoooo ZO+ZOZB*T

,00+aOO070, gO+Z960*T* 00+aOOO*O 00+300010 zo+aozB*T z

ý00+aooo*o OT+a8TO*Z* 00+3000,0 00+300010 zo+a0zVT 0

100+aOOO*O Pl+aZ61*8* 00+aOOO*O 00+S000"o ZO+ZOZB*Tl 8

00+aOOO*-O VT+S9ZL'Z* 00+EOOO*O 00+aooo*o Z 0+S0 Z 8 *-T , 8 -00+S000*0 TT+ZZ88*6* 00+3000*0 00+zooo!o ZO+EOZ8*,T: 9

00+3000*0 ET+2[TE9*L* 00+300V0 00+2000'0 zo+aozB,*,T 0

,00+aOOO*O OT+aZZL:ViF 00+3000*0 00+3000,0 00+a000'8 T

00+aOO070 ET+aOEZ L*',oo+aooo*o -"'-oo+aooo*,o 00+zooo * 8 L

,(b/Tz)ci) (b/-Foqi) X ui Ul Ul UTUP

4'T)dSCI (U-1 VT) S (UT '4'T)dSCI TVT4TUI OP

saugA 00+aOOO-O ="'@GOP TV404 uinuiTxpm JO, OUIT4 = xvuI4 '4v Pu2 9UTTepTnb TTOG BPTTOnUOTPa 9TbUTG uInulTuTui JO, eUIT4 = UTUI4 qe

b/Tod UT WT)D sDUTT9PTnDTTOS'8PTTonuoTpod 9TbUTS PUR

(b/T3cQ/(lA/uI9alu) ui (q'T)'9SG GOT4Ud @oanos/asoa pauimnS

AqT.&T4op oTjToadsýýw*

90+309EE* 8cz-n 90+309T*Z* GEZ-,fl 60+ZGVZ'9* VEZ-fl 90+3960*T*, ZEZ-14-L OT+E8TO*Z* OCZ-141 ýT+ZNT*8*-ý 8zz-lql VT+Z9ZL'Z* 8zz-luld ,TT+ZZ88'6* 9zz-led ET+21TE9*L* OTZ-qd ,OT+aZZL"k* TEZ-ud ET+HOEZ*L* LZZ-OV

00+Z000*0 =4 (T) 9PTTonN

go+aogc*c* go+so9c*c* 90+209T'Z* 90+309T'Z* 60+aGPZ'9* 60+3M*9* 90+3960*T* 90+a960'T* OT+a8TO'Z*' OT+38TO'Z*, ýT+SUT'8* PT+SZ6T*B* PT+IR9ZL'Z* VT+39ZL*Z* TT+aZBB*6* TT+ZZ88*6* CT+ETE9*L* EI+ZTE9'L* OT+ZZZL'V* OT+SZZL*V*, ET+aOEZ'L* ET+aOEZ*L*

TO+2000*T oo+aooo*T

go+zo9c*c* 90+3091'Z* 60+ZGVZ'9*, gO+Z960*T* ol+aeToz* ýT+ZUT'8* Vl+a9ZL*Z* 'TT+ZZ88'6* ET+aTE9*L* OT+SZZL*V* ET+EOEZ*L*

C0+Z000"T

go+ao9c*c* 90+309T*Z* 60+ZGVZ*9* 90+396VI* OT+3810*Z* VT+SZ6T'B* kT+39ZL'Z* TT+SZ88'6* CT+EITE9'L* OT+SZZL' V* ET+30CZ * L*

ZO+2000*T

aAlu,9au, ZQ+S000'l = 4TUITq 9GOG UOT4eTPUd OTS12EI

b/TZ)ct uT WVD GOUTTOPTnE) TTOS @PTTonuoTped aTbuTSI 1\

GVH*LOý18Z PT9 ýu :8TTa BT ab'ed 00: 6U-`Z00Z/CZ/ 80

9TTd abuaO4S PTaTJm9F 'ý- - AzipununS leaA 9 " 0 = 4TUITq ;tl i -9 u 13 8A 'GVdSZU

3

-9PTTonu 4uaapd 9T44 30 UOT43Ua tioueq eqq ST (T)ITHE

00+3000*0 00+3000,0 00+9000*0 00+3000"0 00+S000.0

00+E000.0 00+3000*0 00+E20000 00+9000*0 00+3000*0

00+3000*1 86Z-f 8EZ-fl

00+2000*T gcz-n gcz-o

00+3000*0 00+3000*0 00+9000*0

00+2000 *0 00+S30000 00+H3000*0

00+9000*0 00+E20000 00+E20000

00+3000 *0 00+Z20000 00+Z000,0

00+3000,0 00+S20000 00+S20000 00+3000*0 00+3000*0

00+N30000 00+3000*0 00+3000*0 00+Z30000

00+3000 0 00+3000 0 00+E20000 00+2000'0

00+2000 *0 00+3000*0 00+2000 *0

00+S20000 00+3000,0 00+E20000 00+2000'0 00+2000,0

00+2000 *0 00+3000*0 00+2000,0 00+3000,0 00+3000 *0 00+3000*0

00+3000"o 00+3000 0 00+Z30000

00+s30000 00+2000 0 00+S30000 00+E20000

00+s20000 00+E20000 00+E30000 00+a30000

00+3000 0 00+2000 0 00+3000 0

00+S20000 00+3000,0 00+3000 0 00+3000 0 00+3000,0

00+200010 00+E20000 00+Z000,0 00+Z30000 00+3000 0 00+3000 0

00+3000,0 00+3000 *0 00+3000*0

00+3000,0 00+E20000 00+3000,0 00+3000*0

00+S00010 00+3000*0 00+2000*0 00+E30000

00+3000'0 00+9000*0 00+3000*0

00+Z20000 00+3000*0 00+E30000 00+2000*0 00+9000,0

00+3000'0 00+2000*0 00+3000'0 00+3000*0 00+3000 *0 00+3000 *0

00+:R000*0 00+3000*0 00+300010

00+3000*0 00+3000*0 00+N30000 00+3000'0

00+S20000 00+E20000 00+3000*0 00+:R0000

00+3000*0 00+E20000 00+9000*0

00+E20000 00+E20000 00+E20000 00+3000*0 00+3000*0

00+2000*0 00+2000*0 00+2000*0 00+Z20000 00+2000 *0 00+3000*0

00+2000*0 00+2000*0 00+2000'0

00+300010 00+Z00010 00+200010 00+200010

C0+2000 *

00+3000,0 00+3000,0 00+3000,0 00+s30000

00+2000,0 00+E30000 00+Z000 0 00+s30000

00+E30000 00+3000,0 00+3000 *0

00+3000,0 00+Z000 0 00+3000 0 00+3000*0 00+3000*0

00+3000,0 00+300010 00+3000*0 00+7000*0 00+E30000 00+E30000

00+3000*0 00+3000'0 00+2000 *0

00+3000,0 00+S20000 00+HO0000 00+E20000

00+2000*0 =4

00+a20000 00+3000 0 00+3000*0

(T) M-

pgquoTpuI uoTopzaa q~ea PuP 9PTTonmI queaed~ GAemIq1Pd TTV a6AO P9UIU~fS 9SGO 9PTToflN TuflPTATPUI

aOflPLOtT8Z PT9l;meu :DTTi 9T~d GbPaO4S PTDT~mDN DNS :AieuxumnS 6T ebPd 00:60 z00z/£z/80 azaA S ' = im4TWT 7-11 V9 UOTGIGA G0vgsall

00+3000'1 8EZ-f 00+3000*T K'C-fl

00+3000*1 Zcz-TIJ

00+3000*T BSZ-fl 00+2000*T vcz-fl 00+9000"T 0EZ-T41

00+2000*T ZEZ-t1l 00+2000*T 8ZZ-t4J 00+SO000T 8ZZ-V13

00+3000*T ZEZ-tl 00+3000"T e9z-Pe'

00+Z20001 8cz-f 00+9000'T PEZ-f 00+3000*1 0EZ-T41 00+Z20001 9zz-le

( P 3soa]: 00+2000'T 8cz-fl 00+9000'T t'EZ-fl 00+3000*1 0EZ-t14 00+2000*T 9ZZ-R' 00+3000*T oiz-qa

(Mssoaz 00+E2000M GEZ-fl 00+3000*1 TEZ-1ed

M a3soalz 00+S2000T GEZ-f 00+2000*T TEZ-Pd 00+2000'T LZZ-OV

00+2000'0 00+3000*0 00+2000*0 00+2000*0 00+2000*0 00+200010 00+2000'0 00+2000*0 00+3000'0 00+900010 00+3000*0 00+3000*0

Z0+2000*T T0+2000*M 00+2000*1 :rA/maI9:uI (4I 'W) Zsoa

K7S-f KZ£ -Q1 t7Sfll

oEZ-tlu.

0ZZ-141 oZZ-Tla

8ZZ-14

9 Z -e

9 z l 9 z I

OTZ-qdl OTZ-qa 01 Z-qd 0TZ-qd oTZ-qa 01 Z-qd

TE £ ~

hrebqwU, veplon b.2 T1 Limit = 0.5 year Summary : Newfield Storage Pile

08/23/200• 09:00 Paqe 20 File: n C ield 281407.RAD

Individual Nuclide Soil Concentration Parent Nuclide and Branch Fraction Indicated

Nuclide Parent BRF(i) (1) (i)

Ac-227 Ac-227 1.000E+00 Ac-227 Pa-231 1.000E+00 Ac-227 U-235 1.000E+00 Ac-227 ZS(J):

Pa-231 Pa-231 Pa-231

Pb-210 Pb-210 Pb-210 Pb-210 Pb-210 Pb-210

Ra-226 Ra-226 Ra-226 Ra-226 Ra-226

Ra-228 Ra-228 Ra-228

Th-228 Th-228 Th-228 Th-228

Th-230 Th-230 Th-230 Th-230

Pa-231 U-235 ES (j) :

Pb-210 Ra-226 Th-230 U-234 U-238 Es (J):

Ra-226 Th-230 U-234 U-238 ES(j) :

Ra-228 Th-232

Ra-228 Th-228 Th-232 ES (J) :

Th-230 U-234 U-238 ES(J)

Th-232 Th-232

U-234 U-234 U-234

U-234 U-238 ES(j) :

U-235 U-235

1. 000E+00 1. 000E+00

1.000E+00 1. 000E+00 1. 000E+00 1.000E+00 1.000E+00

1.000E+00 1.000E+00 1. 000E+00 1. 000E+00

1.000E+00 1. 000E+00

1.000E+00 1.000E+00 1. 000E+00

1. 000E+00 1. 000E+00 1.000E+00

1.000E+00

1.000+E00 1.000E+00

1. 000E+00

t= O.O00E+00

8.000E+00 0. 000E+00 0.O000+00 8.000E+00

8.000E+00 0.000E+00 8.000E+00

1.820E+02 0.OOOE+00 0.000E+00 O.O00E+00 0.OOOE+00 1.820E+02

1.820E+02 0.000E+00 0.000E+00 0.0002+00 1. 820E+02

1.820E+02 0. OOOE+00 1. 820E+02

0.000E+00 1. 820E+02 0.000-E+00 1. 820E+02

-1. 820E+02 0. 000E+00 0.000E+00 1.820E+02

S(. 1. 000E+00

7.749E+00 2.507E-01 2. 666E-06 8.000E+00

8. 000E+00 1. 693E-04 8.000E+00

1. 764E+02 5.569E+00 1.213E-03 3. 648E-09 2.590E-15 1. 820E+02

1. 819E+02 7.883E-02 3.548E-07 3. 353E-13 1.820E+02

1. 613E+02 2.067E+01 1.820E+02

5.192E+01 1.267E+02 3.393E+00 1. 820E+02

1.820E+02 1.638E-03 2.322E-09 1. 820E+02

,t), pCi/q 1.OOOE+01 1.000E+02

5.818E+00 2.181E+00 2.429E-04 7.999E+00

7.998E+00 1.692E-03 8.000E+00

1. 333E+02 4.851E+01 1.106E-01 3. 4 04E-06 2. 4 50E-12. 1.820E+02

1.812E+02 7.867E-01 3.543E-05 3.350E-10 1. 820E+02

5.452E+01 1.275E+02 1.820E+02

7.442E+01 4.859E+00 1.027E+02 1. 820E+02

1.820E+02 1.638E-02 2.322E-07 1.820E+02

1.820E+02 1.820E+02 1.820E+02 1.819E+02 1.815E+02

1.820E+02 0. 000E+00 1.820E+02

1.820E+02 5.160E-04 1.820E+02

1.820E+02 5.159E-03 1.820E+02

8.000E+00 8.000E+00 7.999E+00 7.992E+00 7.917E+00

U-238 U-238 1.000E+00 1.820E+02 1.820E+02 1.820E+02 1.818E+02 1.801E+02

BRF(i) is the branch fraction of the parent nuclide.

RESCALC.EXE execution time =

(

3.313E-01 7. 652E+00 1, 18lE-02 7.995E+00

7.978E+00 1.689E-02 7.995E+00

8.107E+00 1.683E+02 5. 362E+00 1.941E-03 1.543E-07 1.818E+02

1.743E+02 7.711E+00 3.495E-03 3.314E-07 1. 820E+02

1. 058E-03 1.819E+02 1.819E+02

1.586E-03 3.348E-14 1. 819E+02 1. 819E+02

1.818E+02 1.636E-01 2.320E-05 1.819E+02

1.000E+03

1. 186E-13 7.789E+00 1.609E-01 7. 950E+00

7.784E+00 1.661E-01 7.950E+00

5.595E-12 1. 194E+02 6.183E+01 2.878E-01 2.727E-04 1.815E+02

1.178E+02 6.353E+01 3.059E-01 2.991E-04 1. 816E+02

0.OOOE+00 1.815E+02 1.815E+02

0.000E+00 0. 000E+00 1.815E+02 1.815E+02

1.799E+02 1.618E+00 2.295E-03 1.815E+02

1.818E+02 5.154E-02 1.818E+02

1.796E+02 5.099E-01 1.801E+02

3.35 seconds

SIIIELDALLOY METALLURGICAL CORPORATION "Decommissioning Plan for the Newfield Facility"

August 28,2002

Rev. 0. Page 131

Appendix 19.3 - Radionuclide Concentrations in Soil

".1n•c

C-APPENDIX K

Analytical Results For Soil, Sediment and Water Sampling

�IAT2TD * I -- **'r*- ,r I____________

Grid SoilSediment' U-238 7b-232 Ra-226 Ra-228 Pb-214 Bi-214 1T-2281A. Pb-212 TI-208 Gross Alpha Gross Beta

L ~ation or Water - (pCilg)- (pCi/g) (pCilg) (pCi.g) )(Pci/) (Pcilg) l(pCilg) (Pcilg) -jCi/g) -. (pCiIL) (pCilL) . 0.5.79'. 4.3-- 24 31 26.. 24. .

-h2 -. S ' 3.36 6.45 8.8 8.9 ' 9.9-.. 8.8___

-g .. ."S . 11.2 - 1.31 . .28 ... 28 . . . . .. .. ...... .. . .. ..

-b32 S-- 3.92 4.94 . 77 . 83- .... ... . . _ .

-b60 S -- 1.80 -. . 2.35 - 2.2 . - 0.93 . 0.79 - 1.7j 1.8 1.5

"-b60 (DUP I) S- - ' 1.58 1.48 1.4 . .... . 0.67 •. 0.53 ... 0.85 0.80_, 0.64_

-b60 (DUP 2) -- S -- I.58-i .2.00 1.6 . .. 0.69 0.74 1.1 0.99 0.97

-.. a4 ............ S --........ 0.84 ------ 1.66 0.3' .0.4. .. 4.-4 . 0.3 ..... _ _

---.6 -S ----- 1.17, -. 2.58,.i. 6.4,, -. 9.7 4.0 <3.9 ' - _

S.a6 (DUP) -. S -0.94 . .55 0.3. <0.6 '0.5 <0.3 , , ' _

-a..... s . . . . -. - 8 .... .00 .10.8, , .5.3 1i 6.5 5.3

-a9 - S 10.4.' 1.74.. 37. .47 40 37

- -a33 .-. S .. 2.29, . 6.0_.. ...,.. 1.8 " 6.7 2.7 1.8 ,

A-33 ,. . . . W -, . . .. .. . . . . . .. . _ _ __.. . ._ 4.2 6.0

-A7 - 1.14 2.39 0.5 <0.7 1.0, <0.4 _ _ _

-... All - - W .... - 0.61 -1 .029 * 1.04, - <3.6 <7 <7.3 .15 15

A26 ----.. . . . 0.87 1.70: .0.3 . <1.0 0.6 <0.4 _

"" A33 (QCQ - -S.--. - 1.37, --- 1.91 . O. 0.4C., 0.3 0.4 <0.3'

...... A39------- S -- ,, 1.19 --1.6-- 0.7- 0.7. 6 0.6 <0.4

'A46 S' ,' 0.75 -1.58 0.5 <0.6 " 0.5 0.5 ..... ,

A51 S 0.'87 .'45 0.7, 0.6 0.8 <0.4 _ "

A70 S 0.79 1.29 0.9 0.8 1.0 0.9

BIO S 1.41 4.92 0.7 1.1 0.6 0.7

I

APPENDIX K (Continued)

FL�eTvo7]Grid Soil/Sediment U-238 Th-232 Ra-226 Ra-228 Pb-214 Bi-214 Th-228/A Pb-212 TI-208 Gross Alpha Gross Beta

Location or Water (Pci/g)" (pCi/g) (pCi/g) (pCilg) (pCi/g) (pCi/g) (pCi/g) (pCi/g) (pCi/g) (pCi/L) (PCi/L)

B61 S 0.79 0.81 0.4 0.3 0.4 0.4

B64 S 1.71 .63 1.5 4.1 2.2 1.5

B70 S 0.81 1.40 0.6 0.3 0.5 0.6

C17 S 1.30 3.56 0.6 1.4 1.1 0.6

C30 S 1.69 4.71 1.0 1.5 1.4 1.0

C32 S 1.18 4.23 3.4 1.5 3.5 3.4

C45 S 1.77 6.32 0.5 <0.5 0.7 0.5 1.8 1.7 1.7

DII S 1.20 3.00 0.5 1.0 0.7 <0.4 1

D25 S 1.26 3.43 <0.3 <0.5 <0.2 < 0.3

D61 S 0.76 1.11 0.6 0.2 0.5 <0.3

D66 S 0.82 1.57 0.6 0.3 0.5 <0.3

E22 S 1.26 2.53 0.5 <0.5 0.4 0.5

E30 (QC) S 1.32 3.02 1.2 1.0 1.4 1.2

E32 S 1.26 3.13 1.6 1.9 1.8 1.6

E42 S 1.18 2.1 0.85 0.51 0.56 0.58 0.41

E54 S 0.51 1.06 <0.6 0.43 0.38 0.60 0.47 0.42

F43 S 1.15 1.80 0.74 0.44 0.40 0.56 0.46 .043

FS0 S 0.94 2.33 0.91 0.44 0.35 0.68 0.50 0.47

F55 S 0.95 1.75 0.6 <0.8 1.0 0.6 0.47 0.50 0.32

G14 S 3.31 8.61 1.6 2.9 1.4 <0.6 1 1_____--I

G23 S 0.95 1.68 <0.3 <0.5 <0.2 <0.3

G25 S 0.92 1.95 0.5 <0.5 0.4 0.5

C ( C

C(IAPPENDIX K (Continued)

Samle Type

Grid Soil/Sediment U-238! Th.232 Ra-226 Ra-228 Pb-214 Bi-214 Th-228/A Pb-212 TI-208 Gross Alpha Gross Beta

Location or Water (pCilg) (pCilg) (pCi/g) (pCilg) .. (pCilg) (pCi/g) (pCi/g) . (pCi/g) (pCi/g) (pCi/L), (pCi/L)

G30 -S 3.49 10.16 3.5 9.0 3.3 3.5 _ _

G38 " S 1.12 1.81 1.1 0.81 0.66 , . 0.52' 0.55' 0.47

G38 (DUP) " S 1.52 2.43 - 1.4 .. . 0.72 0.59, 0.60 .. 0.53' 0.67

G39 W 0.48' 1.71 1.38 <3.8 <8. <9.8, t 16 16

G39 S 1.77 1.851 2.3 1.5 1.3 0.93 0.97 0.10'

048 - - S -0.81' - 2.15, 1.6 -. <0.6 0.7 0.5 0.64 0.56 0.54

G50 S- . 2.0 1.3 1.2 4.9 4.0 4.0

-G 050 - S .2.17 13.3 i 1.9.' 5.2, 1.7 1.9' __'

----.057 S --- 1.1 . 4.21', <0.2 <0.6 .. <0.3,. <0.2< 2.4 2.0 . 2.0

G61........... S - 0.63 ... 1.35 1.8 . . 0.58 0.43, 0.54 0.45, 0.46¼

. H49 - .-- W 17.4 48.4'. 19.55,. 66 44. 34 1220 888

" H49 (QC) w , 8.1 15.6 10.07. 21.1 15. . .14 ...... .. 488 353

H9 - S - 1.73 2.75' 0.7 - .1.1 . 0.8 .0.7 .

"118 S 0.95, -- 1.98, 1.1 . <1.7 . 0.9.- . 1... . ........1 . . . ..

. 131 S 0.83' - . 3.06 .0.6 <0.6 . 0.6 .... 0.6 .. .. ... ... ..

135 (Q)Y S-- 1.02' - 2.99' 0.4 .0.7 .. 0.6 . . 0.4. . -. . .-.. . , .

"135- S ... .1.02 - 2.99 ..

J76.5 S 1.38 <0.5 - , . 0.40 .0.31 ". - 0.36 - 0.36 0.33

"176.5 (DUP 1) 'S .. . 1.3 ,- .0.52 . ..0.40 0.46, 0.36 0.39

J76.5 (DUP 2) S 1.1 '- 0.64 , 0.52: 0.61. 0.64 0 0.68:

LIS S 1.03 1.90 0.6 0.8 0.5 0.6

N17 S 1.60 35.3 4.4 12 5.2 4.4


K�2ZTvn7]

Grid Soil/Sediment U-238 Th-232 Ra-226 Ra-228 Pb-214 Bi-214 Th-228/A Pb-212 TI-208 Gross Alpha Gross Beta

Location or Water (pCi/g) (pCilg) (pCi/g) (pCi/g) (pCi/g) (pCi/g) (pCi/) (pCi/g) (pCi/g) (pCi/L) (pCi/L)

015 S 2.36 4.43 0.7 1.5 1.0 0.7

U67 S 1.43 2.53 1.1 0.61 0.48 0.74 0.77 0.54

U73 S 1.21 1.47 0.5 0.6 0.4 0.5

W60 S 1.23 2.42 <0.5 0.55 0.48 0.72 0.62 0.54

X56 S 1.68 3.32 0.6 0.7 0.6 0.9

X57 S 1.47 3.00 0.6 0.9 0.8 0.6

X61 S 1.15 2.12 <.6 0.55 0.49 0.53 0.52 0.50

Y50 S 1.66 0.7 1.0 0.6 0.7

Y56 S 1.38 2.76 0.5 0.5 0.5 0.5

Z53 S 1.78 2.15 1.1 0.9 1.0 0.9

Z60 S 1.14 1.79 0.4 0.3 0.3 <0.2

AA44 S 1.62 4.17 0.8 0.9 1.0 0.8

AA45 S 1.44 4.17 0.7 1.4 1.0 0.7

AA49 S 1.3 41.2 0.4 0.9 0.6 0.4

BB53 S 1.03 1.47 0.70 0.46 0.46 0.53 0.43 0.39

BB55 S 0.58 1.34 0.11 0.53 0.44 0.56 0.59 0.46

BB60 S 0.93 1.31 0.3 0.3 0.3 0.3

CC43 S 1.1 5.04 0.14 0.70 0.65 0.12 1.1 0.93

DD39 S 1.28 3.50 <0.9 0.70 .064 1.1 .094 .093

DD41 S

DD45 (QC) S 1.21 4.58 .090 3.6 0.90 <0.39

DD45 S 1.43 7.54 1.1 0.73 0.63 2.6 2.1 2.2

y C

r cAPPENDIX K (Continued)

- Sample Type Grs Beta:' ~ ______ ______ ______

"'Grid '$Soil/Sidiment n-238 Th-232 Ra-226 Ra-228 Pb-214, Bi-214 Th-2284A Pb-212 TI-208 Gross Alpha Gross Beta

Location - or Water., (pCi/g)" (pCi/g) (pCi)g) (pCl) (pCig) , (pCig) " (pCi/g) ; (pCg) , (pC;L)" - (pCi/L)

1.01 1.84 <0.6. - 0.50 0.44 0.54 0.47 - 0.48 , _ ... ....

DD50 S. 1.00 2.43 0.84 0.49 0.47 0.50 0.44 : 0.54 , +

S . E.36 6 . S 1.51 ' '4.41 0.75 '0.87 0.77 0.99. "0.8 0.80

._EE38_ S - ' 1.38 2.11 0.6 0.3 VO.6 _ _, ./ .... • .. ... 69 0 •9.81

EE47 S 1.03 3'.00 <0.6 0.69: 0.62 1.0 0.99

"EE47 (DUP) 0.92 0.82 3.2 ''2.5 2.61

EE54.." ' -. S 0.86i 1.24 0.2 0.2 0.2 0 _

FF53 _S 0.90 1 .50 0.9 0.44 0.42 0.56 . 0.53 0.47

FF56 * s 1.141 1.31 0.94 i 0.5 1 0.5 0.5

.FF56(QC)i S 1.11 '.47 -0.5 : 0.4' 0.5, .'0.4' .

.. GG43 0.76 1.66 <0.7 0.54 ',0.45! 0.46 0.47 -0.45 ___....

0.52 0.45 -. 70 0.62' 0.59

.. GG45 s ' 60.95 ,'1.77 0.980 040.0 0 0,

HH50 s "1.13 1.58' <0.7 0o. ... -0.44 0.56 .04°

HH53• S i.06 2.57 1.1 - 0.57' " 0.6i6 0.69 0.65 , '0.72

Settling Pond, SE S 1.26 2.19 . 1.3 0.7 ' " 1

-. Settling Pond, E .. -S '2.77 2.59 1 4.4 4.0 4.9 4.4 1.6 , 1. • 1.0 1.7 1.4

Settling Pond, SW S iS 5.15 1.67 1.4 1

Settling Pond, W. S '1.93 4.03 2.2 ' 0.6 , 2.2 '2.2 _

Settlng Pod0 W

-SSettling Pond, N'

0+10, IOL

-0+10, IOL

-0+20 1 , S5

3.06 05.Y . 40~ . I 7.LI. 06:--I--.1-i - 'IA

,s ,. _5.65 ; " .1 4 1 ' . I" .. . ... , 2 S'I-,'7A

')ARnto

1 1.75 1 3.17 1 0 .8 1 1 1. 1 _ _ _ _ I_ _ _i_ _ _

I

0.6 ,4I

! r I

+•t•t

13RI


KZTvnY]


Location or W.ater (pCi/gY) (pCi/g) (pCi/g) (pCi/g) (pCi/g) (pCi/g) (pCi/g) (pCi/g) (pCi/g) (pCiIL) (pCi/L)

•0+30 S 4.20 3.1 8.2 4.2 3.1

-0+50 S 1.36 1.94 1.6 <1.1 1.3 1.6 1

-0+50 (QC) S 1.63 9.56 14 <11 14 <7.6

-0+60 S 3.14 3.41 19 18 21 19

-0+90- S 2.10' 2.61 17 14 18 17

-3 +50 (QC S 1.63 14 <11 14 14

0+20 S 2.57 1.38 2.4 1.6 2.6 2.4

0+60, R W 0.17 <0.079 0.71 <3.9 <9.2 <I1 1.3 2.6

0+30, IOL S 0.96 1.11 0.7 <0.7 0.8 <0.8

0+60, L W 1.98 1.48 15.2 9.9 10.4 9.0 86 65

0+100, IOL S 5.71 8.86 34 30 36 34

1+10 W 0.47 0.53 1.63 <3.9 9.0 10.0 9.9 10

1 + IOR W 0 1.7

S+10.L W 0.42 <0.06 0.8 3.3 6.0 <5.6 1.5 1.8

.1+10, 10R S 1.92 2.34 4.7 .54 6.4 4.7 _

1+20 S 2.63 7.0 4.2 7.4 7.0

1+50, lOR S 1.27 1.56 2.1 4.2 4.3 4.2

1+60 W 0.18 0 0.69 0 7800 3600

1+80, lOR S 0.89 1.62 1.9 2.8 4.4 3.8

1+80, IOL S 1.18 1.97 0.6 1.0 0.9 1.0

1+100, IOL S 2.55 12 8.1 13 12 _ , .

2+20 W 6.3 6.0 10.32 30.9 <2.1 <3.2 323 221

Q (

CAPPENDIX K

(Continued)

Oamj'p. e _p


Location or Water (pCi/g), (pCilg) (pCilg) (pCilg) (pCi/g) (pCilg) (pCifg) (pCi/g) (pCilg) (pCi/L) (pCi/L)

2+20R W 1.52 0.81 9.67 7.8 <8.8 <8.7 23 22

2+20L W 6.1 5.72 33.11 36.3 59.9 46.0 247 239

2+20, IOR S 2.67 2.93 < 1.4 < 1.0 <0.8 < 1.0

2+30, IOR S 2.37 4.11 12 6.2 14 12

2+60, IOL S 1.10 1.31 0.5 0.3 20.7 0.5

2+70 S 2.25 3.73 11 4.6 12 11

2+80, 10L S 1.03 1.11 0.4 0.3 0.5 <0.3

2+90, 10L S 0.77 1.68 0.6 0.8 0.8 0.6

3+80, I0R,(QC) S 1.38 1.51 8.1 3.8 8.2 8.1

LOC-6 S 1.2 0.53 0.47 0.50 0.65 0.47

BACKGROUND I S 0.83 1.48 "0.6 0.5 0.7 0.0

BACKGROUND 2 S 1.38 0.28 1.0 0.51 0.47 0.55 0.47 0.44

BACKGROUND 3 S 1.37 1.91 0.82 0.20 0.19 0.21 0.33 0.29

BACKGROUND 4 S 0.92 1.68 <0.5 0.30 0.28 0.44 0.34 0.32

BACKGROUND 5 S 1.04 1.19 0.85 .0.32 0.31 0.43 0.42 0.27

BACKGROUND 6 S 0.42 1.35 0.81 0.38 0.31 0.37 0.37 0.26

J76.5 S 0.86 1.71

(BACKGROUND)

J76.5 S 0.99 1.87

(BACKGROUND)

- pCi/L for water samples

.1 1 1

1 This report was prepared under the direction of 2 Shieldalloy Metallurgical Corporation

3 by

4 Billy R. Thomas, C.H.P., C.I.H. s R. Alan Duff, R.R.P.T. 6 J. Robert Merkel 7 Carol D. Berger, C.H.P. 8 Integrated Environmental Management, Inc. 9 2705 N. Main Street, Suite 202

.1o Findlay, Ohio 45840 11 (419) 423-4701

12 and

13 Carl N. Stopper, P.E. 14 Douglas A Martin 15 Michael Susca, C.P.G. 16 TRC Environmental Corporation 17 5 Waterside Crossing 18 Windsor, Connecticut 06095 19 (860) 289-8631

Documents

Monitoring Well Logs Monitoring Well Location Map Ground Water … · 2020. 1. 5. · project3 shieldalloy client: sma location:. newfield, nj boring depth: 127 ft contractor: uni-tech