NCD980602163_19780908_Warren County PCB Landfill_SERB C_NC-DOT Report on Samples of Soil for Quality and PH-OCR

I
• .
\
.. tef.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
OIVl510N Of" HIGHWAYS
MAT£1'tlAL.S • TICSTS UNIT
SOILS LA90"ATO"Y
Proj. ------------------------------··---
REPORT ON SAMPLES OF ____ ~.,iJ. _ _f_:Qf __ ~_~}.j.._~--~-E.1! __________________ _
KAT Fora Ml
11-1-11
Project Misc ciFile _ 5t.522)_ _____________ County ______ Chatham ______________________ Owner ______________________ _
Date: Sam~led _9_-:13~7~----~--&~-~--------Received --~~:-~-~--;;.:~~----------ReporW ___ 9-12-78 ________ _
Sampled from - . P.CB_ .ei:t. .#. ----. ______ (__t __ e _ ------------B1 _J. ___ 1L •• -~-------------------------------------------
Submitted b1 --_w_._n._Bingham --------------________ ------------------------------------19 ___ 7t Standard Specification.
396445-396457 TEST RESULTS / 3. J l-11
Proj. Sample No. lA 2A
Lab. Sample No. 396445 396446
Retained ~ Sieve C' ,r 1 4
Paasing :10 Sieve % 98 91
Passing S40 Sieve o/o 92 80
Passing S200 Sieve % 73 62
"' c , .. ~ s~d-2.0 to
;; 0.25 mm. R~. S60 % 11 19
0
" ; Fine Sand--0.U t.o 19 16 ~ ~ 0.06 mm. Rrt. C270 % . • 0 • Silt--0.05 % 30 41 ,,. :a ::,o t.o 0.006 l'llffl.
0 er-
M 'ii~ ClaJ-1-a 20 24 . in than 0.006 mm . % :,
.!: l'aulns X :•o Si~~ % --
· Paa■in~ % :200 Slrvr -: -
L. L. 27 I 29
P. I. lC'l I l?
AASHO A.....i{R) I ,....h(i=,) Classification
Texture I
Station
Hole No. l ?
Depth (ft.) 0 0
. to 10 9
oh 7. 77 f;.32
cc: .x{. M. c. Adams (2)
Mr. W. D. Bingham
Soils File
2B
396447
-
100
96
73
8
27
49
16
-
-
29
9
A......i(R)
?
9
13
8.44
2C
396448
-
100
89
. 54
24
29
33
14
-
-
25
f; •
A......i( 4)
?
14.5
19.0
8.37
PLAINTIFF'S
EXHIBIT
8
2D 4A 4B 4C
396449 396450 396451 396452
3 ---
96 100 100 100
86 96 94 97
53 79 56 72
24 7. 16 7
23 18 34 27
29 43 36 46
24 32 14 20
--- -
----
24 36 26 28
7 15 7 9
A....!( 4) A....h(ln) A-4(4) A-4(8)
? .4 4 4
20 0 10 16.5
22 9 15 25.5
7.68 5.59 6.52 8.07
.· .. · !/~'/ .· .· ·•' -~'1' 4--.
-. _· __ --·, .. -.. • ---. -------------------------
S,,lla Ensl,_,.
. ' ..
Re!.
NORTH CAROLINA DEPARTMENT OF TRANS...ORTATION
DIVISION 01" HIOHWAYa
MATl:RIAU • TEaTS UN1T
SOILS LAIK>RATORY
Proj. __________________________________ _
5o·1 REPORT ON SAMPLES OF __________ :; _______________________________________ _
• 6 T Farm IOI 11-l•TI
Project _________ Misc. _(Fi.le_ 5. 522 ) _____ County _________ {J~..z~ _____________ Owner _______________________ _
Date· -Sampled --------------------------------------ReeefTed -----------··----------------Reported _____________________ _
Sampled from __ PCB __ Pi t#J -----------------------------87 --------------------------------------------------------
Submitted b7 -------------~----------------------------------------------------------------lf ______ Standard Sped!icauou
396445-396457 TEST RESULTS / 3 · / (✓,
Proj. Sample No. 4D SA SB 6A 6B
Lab. Sample No. 396453 396454 396455 396456 396457
Hetained S-4 Sieve c• --10 2 12 ,c
Pass.ing SlO Sieve '10 94 100 86 97 82
Passing J,40 Sieve % 81 99 78 90 75
Passini!' '200 Sieve '10 66 60 . 67 71 51
t" Ca&rM SIUld-2.0 to '10 18 7 13 12 16 .
0 0.26 mm. Rf't. S60
0
': j Fin• Sand-0.%6 to
.. 0.06 fflDl. R•t. 1270 • o/o 18 40 14 19 29
r ~ ,i Slll-0.06 '10 f44 39 53 45 39 :I ~:: to 0.006 mm. .
~ 'E i~ Clay-1-■ .. o/o 20 14 20 ?.,! 16 . "' th■n 0.006 mm . :,
.!: l'aaoins :I S40 Sirn o/o -- -- -
Paaainr '10 f200 Sieve -----
L. L. 29 25 30 30 28 .
P. I. 8 6 8 12 7
AASHO A-4(6) A~(_r;) A~(6) A-6(8) A-4(3) Classification
Texture
Station
Hole No. IA. c; c; 6 6
Depth (ft.) 25.5 0 13.5 0 6
. to 34.0 13.5 21.0 6.0 1-t
Ph 8.85 8. SO 8.89 6.86 9.39
cc:
Ref.
PCB Pit #10
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 01" HIGHWAYS
MATERIAL..9 .& TEST9 UNIT
SOILS LABO"'ATORY
Proj. _ ·-----------------------------
1' 6 T Form MIS
11-1-71
Project _________ 1-_._~5rJ)._QJ ___________ . __ . County _ . _____ Ch~ th~ _. _. ____________ Owner _______________________ _
::;,.:·,::,d _ ::~::~!~ti9:::~:q,1r::: -~·-·:~:;-t! ::-~;~ ~;: :::::: :::::_::::.:=:~=~~~8
::::::::::
Submitted by ___ l;. __ 1}, __ l3J,._zyw_~----__ v ______ . ______ ____________ _ __ -------------------19 __ _z.~_ Standard Specifications
397591-397606 TEST RESULTS
Proj. Sample No. 1-A 1-8 1~ 2-A 2--B 3-A 3-8 3~
Lab. Sample No. 397591 397 592 397593 397594 397595 397596 397597 397598
RPtained J4 Sieve c;r -1---1 ---
Passing tlO Sieve o/o 99 100 95 100 95 100 100 100
Passing J40 Sieve % 98 99 82 96 85 100 99 99
Passini? ,:200 Sieve % 95 i 90 67 86 I 69 93 87 87
I .. c, ... " .. Sand--2.0 lo 1 I 3 20 7 ! 16 1 3 3 ; 0.25 mm. Rn. 160 %
0 -E ; Fin~ Sand--0.25 lo
~ 0.05 mrn. R~t. 1270 % 3 10 12 9 14 10 14 14 • I I 44 ... ~ • Silt-0.0& ,% 36 -47 i 38 44 43 51 49 ,! ~ ~ to 0.006 mm .
C> 'z i U Clay-1-a I ! 26 .. "10 60 40 30 40 46 32 34 .. "' than 0.006 mm .
.!: l 'u■ins I I 1 -:I :41., Sif"V~ % - ---- - -I l Pl'.aein1r % -i -I ---:200 s1~,·~ ---
I ! j I I 41 66 54 38 36 i 31 I 47 42 L. L. I I
P. I. 31 19 t 15 ! 10 l 8 14 11 12
AASHO A-7-5(20iA-7-5(14)A-G(B) IA-4(8) I IA-7-5(11 )!A-7-5(9) ¼-7-6(9) Class i!ica tion iA-4(7)
i I .
Texture ! .
I I
Station I i I
Hole No. 1 1 1 2 2 3 3 3
Depth (ft.) 0 L1 27 0 5 0 9 14
to 13 1 27 1 35 1 5' 18 1 9 14 25
Ph 5.14 5.43 6.71 5.23 5.45 4. 74 5.14 5.31
cc: /4. M. c. Adams (2) with M/D Curve I Request Moisture Density Curve on
Mr. W. D. Bingham II " II sample 1-A only.
Soils File "
Soila Encl,-
Ref.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 0 .. HIGHWAYS
MATERIAU5 .& TESTS UNIT
SOILS LABORATORY
Ill 6 T Form IOI
11·1•71
Proj. ______________________________ ·----
5o·1 REPORT ON SAMPLES OF ____ ·----------!-____________________________________ _
Project __ -------~-•-~-~!~-~! ________ ---------County _____ .. ___________ Owner ------------------------
Date: Sampled -------------------------------------Received ___ _ ·----------------Reported----------------------
. PCB Pit #10 Sampled from ------------------------------------------·---By ----·
Submitted by ---------------------------------------------------------·-----------------19 ______ Standard Specifications
397591-397606 TEST RESULTS
Proj. Sample No. 4-A 4-8 5-A 5-8 6-A 6-8 6~
Lab. Sample No. 397599 397600 397601 397602 397603 397604 397605 397606
Retained l:4 Sieve <;t -12 -----+----1------+------+--:----+-----i----+-----
Passing tl0 Sieve 99 82 99 99 99 100 100 100
Passing #40 Sieve 98 81 99 99 95 100 99 97
Passini,?' :200 Sieve % 95 62 95 95 I 78 97 85 76
~ Coarw S&1>d-t.O to J 15 1 1 8 1 5 8 g l--'Oc.:.c.2..:..5 _;_m __ m;;_ • ..:..R.-t-'-.--S,_&0:....____;o/c_;_o -!------+------+------t----____.1'-----,-----+------+-----
c j Fine Sand--0.%6 to 3 13 4 1· 5 16 3 14 20 ~ ...::.Oc.:..05:..-=m;:.;.m·:....;R:c.:•c:.:.t·...:;'2::..;7..:..0 _....::.'f.c:...o +------+-----+----,f-----,-!-----+----+------+-----
i ~ • Silt--0.o5 "'o ' 33 -42 35 52 46 40 51 46 "-:t E~ t.o 0.005 mm. -11 -------,f-------+------+-----
; ] i~ f~:to~ nun. % 62 30 ! 60 42 30 56 30 26
! Pualnl' ,,, _i i _ II _ ... :•o s;.,.,, 70
1-1-i _
L. L. 61 33 j 68 50 : 41 59 35 29
P. 1. 29 I 9 j 3 7 14 ! 11 28 9 6
~t::::t:::~:.:.s1rt:.:.:?c:.=a.:.:..tio:..:.:n ____ t-A_-_7-_5_(~2_0_~~.-A-4~(_5~)-,:
1
1
A __ -7-5(20~A-7-5(12)
1
' .. iA-7-5(9) A-7-5(19 A-4(8}
Texture
A-4(8}"
Station I i
!
Hole No . 4 4 5 15 5 6 6 6
...:D::::e:.!'.p~th~(f:.::t.:!..) -----~o ___ +--"5""' • ..;::;5 __ +-'o=----,-=8=-----+-=-20:::__-+---=:o __ --4...::8:...._ __ ~l=-=3:,__ __
5. 5 6. 5 8 1 20 1 I 32 1 8 1 13 r 21 t to
ph 4.87 5.60 5.25 4.67 5.88 5.09 5.41 5.87
cc:
Soil• Eniri,._,.
(
PCB
Ref.
Proj. -------------------------------
Project ______ · • _ 4. 529ll01 ________ Coant)' ___________ F.d_gecoabe ______________ Owner _______________________ _
pat.: luipled _______ 7-3-79 ____________________ ReeefTed __ 7-5-79 __________________ lteported ___ 7-10-79 _______ _
Sampled trom _________ Landfill _______________________ 87 D. _ B. _Moore--------------------------------
Submitted b7 ___________ J!L-~!-~!~~-------------------------------------------------19--~~--Standard Specific&tiona
Proj. Sample No.
Lab. Sample No.
Retained S-4 Sieve
Pu~ S10 Sieve
Puain2' J,40 Sieve
Passing l:200 Sieve
~ ec.n. l&ad-l.O to g 0.2' 1am. R~ Po ., L P'lnt l.and----4.U to 0 0.01 am. Jl.t. 1%70 ~ i g· 1111~.o, ! :II c ~ \c 0.006 am.
~ j jiU ClaJ'-1-..
g ti.an 0.001 --
£ P .. lns • S-60 Iii-,.
P-lns ,., 1200 Swft
L. L
P. I.
AASHO
Claui!ieation
Texture
Station
Hole No.
Depth (ft.)
PH
cc:
403410-403420
S-1 S-2
403410 403411
're --
,.,, 100 100
,.,, 95 89
,., 44 31 ,. 16 26 ,., 44 --46 ,. 14 10 ,. 26 18
- -
--
34 22
18 6
A-6(5) A-2-4(0
B-1 B-1
5-10 10-15
5.11 4.65
~ c. Adams (2)
Soils File
TEST RESULTS /o-,; I
S-3 S-4 S-5 S-6 S-7 S-8
403412 403413 403414 403415 403416 403417
------
100 100 100 100 100 100
90 96 98 93 82 97
43 74 93 40 60 90
24 10 4 18 26 5
36 19 6 45 16 7
18 39 62 15 28 52
22 32 28 22 30 36
--- ---
-- ----
24 34 46 24 36 45
9 16 23 9 18 22
A-4(2) A-6(10) A-7-6(L )A-4(1) A-6(8) A-7-6(14
B-1 B-1 I B-1 B-2 B-2 B-2
15-20 20-22 22-24 3-10 10-18 18-22
4.78 4. 57 5.01 5.26 4.88 4.49
)
PCB
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 01" HIGHWAYS
MATERIAl.S • TESTS UH'IT
SOI LIi LA aC>RA TORY
Ref.
Proj. ----------------------------------
REPORT ON SAMPLES OF --~~i! __ ~~!_-~~~~--~--~---------------------
X 6 T 1'ona IOI 11-1-71
Projec:t _________________ 4, 5291101 ________ County __ f:. Aj'i:. CDk-1.B~---------------Owner _______________________ _
Date: S&mpled --------------------------------------RecelTed -----------·-----------------Reported ----------------------Landf" 11 Sampled from _________________ l. ---------------------------B1 ------------------------------------------------------
Submitted b1 -------------------------------------------------------------------------------19 ______ Standard Specificatlona
403410-W3420 TEST RESULTS
Proj. Sample No. S-9 S-10 S-11
Lab. Sample No. 403418 403419 403420
Retained J' Sieve '}() ---
Puaing SlO Sin-e "° 100 100 100
Pualrur J,(0 Sieve ,., 86 95 99
Pa111irur S200 Sieve "° 47 86 96
~ C-,,. 8&iwl---l.O to & o.n .,..,_ Jt..t. ,-o "° 25 7 2'
" 7 P'!Dt 8&J>d-4.II to 31 ll--5 C o.o, ..... ~ S%70 "° i i • 8111,-~.05 • 16 46 61 .:: ~ ]& to o.oo, ..... ~ 0 -;g JI ClaJ'-t-~ 28 36 32 . than o.toJ am . ~ .E P-las JI a.o Slaff ,.0 -

-

-
p_,,..
~ -

-

-
l:!C>O s, ....
L. L. 36 35 52
P. I. 20 13 28
AASHO A-6(5) A-6(9) A-7-6(18 Clauification
Texture
Station
Hole No. B-3 B-3 B-3 l
Pepth (ft.) 3-10 10-l _Ii 15-22
-
PH 4. 9 i; .t ~h 4.93
cc:
Bolio East-
(_
. ·---------------------------· -· -··---·---------·----·. ·-·--
Ref.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MATERIA.LS & TESTS UN'IT
SOILS LABORATORY
Proj. --------------------------------
REPORT ON SAMPLES OF _ _5.oil...f o.r_Qllal.ity __ ~ _ _ffl _ _(f PJLS_tt~_l _____ _
Project __ ...4.-5.3611 OJ ---~------------------County ____ __FT__ankl.in_ _____________________ Owner ------------------~----
Date: Sampled ___ _&.26=-29.-------------------Received _J,:r=,_'2..7-::-19-_________________ Reported --~i:l::J_9_ ________ _
Sampled from ..Lan.dfill_(ECILSi.t.e) ___________________ By __ .12 .. B_~J{QQJ:.~--------=--------------
Submitted by --~~E:_~~-~~~---------------:.._ __________________________________________ 197~---Standard Specifications
Proj. Sample No.
Lab. Sample No.
Retained #4 Sieve
Passing Jl.0 Sieve
Passing #40 Sieve
Passing-~00 Sieve
~ Co&rH S&ncl-2.0 to
o 0.26 mm. Ret. S60
0
" i -Fin• Sancl-0.25 to i .. 0.06 mm. Ret. S270 • t 611~.05 C ., :Ill :,o to 0.006 mm. ::: er-.. ~iu c1a,-x-.
• t0 tha.n 0.006 mm . :, " Puaina: i 140 Si..v• %
Puaina: % 1200 81.,n
L. L.
P. I.
AASHO
Classification
Texture
Station
:Bale lie "RnT""i Tl er :II: -
Depth (ft.)
PH
cc: X'c. Adams (2)
Soils File
TEST RESULTS 3 -/ ;2-..J
S-1
402980
% -
% 99
% 70
% L.5
'fo '39 -
% 19
% 18
% 2l.i.
-
-
'iO
11-
A-6(2)
I,
1-1 t:;
t:; '7/...
---------------------------. -----------------------
\. '--,
Ref.
.. PCB
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 01"' HIGHWAYS
MATERIALS a, TESTS UNIT
SOILS LABORATORY
Proj. ------------------------------··---
I( 6 T Form 60S 11-1-71
Project _______ _4_~;i:t_QJ.1Qt _________________ ~unty _____ . _ __ _ .G!'_c~I)yJfL_e ___ . __________ Owner _______________________ _
Date: Sampled ~.::.~~.::?~----------------------_____ Received _ ~.:-:~9_-:?~-----------------Reported ___ 10-3-78 ________ _
Sampled from _P.CIL Pit }16 -------------------------------e7 _J._ S._ Britt-----------------------------------------
Submitted b7 __ W..._J,)_.__l3):_l).g}gl!l_ ---------------~-______ ------------------------____________ 19 ___ 78 Standard Specifications
Proj. Sample No. 1-A 1-B
Lab. Sample No. 397099 397100
Retained U Sieve t}t -1
Pu11ing tlO Sieve ,..0 95 95
Pu11ing UO Sieve o/o 91 85
Passing :200 Sieve "fo 75 68
,_,, CO&J"M Sand-!.0 to "fo 8 17 8 0.26 mm. R..t. S60 .-
j j Fine Sand-0.25 to "fo 16 14 .. 0.05 mm. R.t. S270 j ~ S11~.os r!: " . ,., 35 38 :a :,o l.o 0.005 mm. er-~ ~ ii:l ClaJ'-1-a .. "fo 41 31 ~ Dl than 0.006 DUii.
II P.-lnl" i 140 Si-"fo --
PM8inl" o/o ::zoo s1 .... --
L. L. 52 31
P. I. 33 10
AASHO A-7-6'18 A-H 7) Cluaification
Texture
Station
Hole No. 1 1
Depth (ft.) Fr. " ln
To. .4 f ? c;:r
ph 6.74 8.70
cc: Mr. M. c. Adams (2)
Mr. W • D • Bingham/4·
Soils File
,.
TEST RESULTS ..... 3 -d /
2-A 2-B 3-A 3-B 4-A 4-B
397101 397102 396103 396104 396105 396106
-1 ----
100 97 100 100 99 98
99 89 100 100 99 95
92 72 96 94 96 86
3 15 1 1 1 5
6 12 5 9 2 7
38 38 31 55 28 57
53 35 63 35 69 31
------
------
57 34 63 34 76 38 ' -
.-U 12 31 6 38 6
\-7-6(19) A-6(8) \-7-5(20 A-4(8) A-7-5(20 A-4(8)
2 2 3 3 4 4
Cl 4 0 6 0 6.5
4 ' 1 n r 6' 10' 6. 51 18'
5.71 7.53 5.30 6.37 5.22 5.85
Ref.
--------------------------
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MATERIALS & TESTS UN'IT
SOILS LABORATORY
Proj. -----------------------------
REPORT ON SAMPLES OF ____ --~9..?:.! __ ~~!--~~~ tr_!_!1! __ (PCB Site)
Project __ !_.+.. !))_71101 ______ · ______________ County ___ Granville ___________________ Owner _____________ _
Date: Sampled _______ §.::?l?::73______________ Received ____ §::?7::79 _______________ Reported __ 6-29-79 _________ _
Sampled from __ :.__~_cg·gi __ (p~_§_~t~) ____ By _____ D. B. Moore ______ _
Submitt.ed by _j[!.p_._J:_3_:iAgh~---------------;;;;-~E-;~;---------------------197? ____ Standard S-if/1/ons
Proj. Sample No.
Lab. Sample No.
Ret.ained #4 Sieve
Passing tlO Sieve
Passing 140 Sieve
Passini,~ '200 Sieve
~ Coaru Sand-2.0 to
o 0.26 mm. Rd. S&O 0
" j Fine Sand--0.U to ! :; 0.06 mm. Rd. S:270 .. .. Sll~.06 C • :ll :,o to 0.006 mm.
~ c<--'i;i~ Clay-1-a
• 17) than 0.006 mm . .. " Pualnir i 1-40 s; ... , %
p,...;nir tfc t200 s; ... ,
LL
P. I.
AASHO Classification
Texture
Station
!fcl!e !fc. n _ ~ _ _ .n -.... -,.,
Depth (ft.)
PH ccxc. Adams (2)
Soils Fi.le
S-1
403000
% -
o/'c 100
o/'c 100
o/'c 94
o/'c 1
o/'c 9
o/'c 36
% 54
-
-
74
'32
. A-7-5(2C
1 .
1-15
4.85
S-2 S-3 S-4
403001 403002 403003
. ... ---
100 100 99
97 99 96
95 92 87
3 -1 5
.-3 11 9
44 50 48
50 38 38
- --
- --
59 L.7 ' 47
' lS 1 i; 25
) A-7-S( /,) A-7-5 11) A-7~ (15)
2 2 3
1-10 10-17 1-12
4.87. 5.50 5.82
-------------------------------------aou. E~DMT
. .. .. ·-----
l .
PCB
Rd.
Proj. ----------------------------------
REPORT ON SAMPLES OF Soil
4.5301101 .
Project --,-----------------------------------County Hall.fax ,.,__ --------------------------------------vwuer
Date: Sampled _6j.27j_79 ____________________________ Rece!nd __ 6/29 /79 _________________ Reported 7 / 5 /79 _________ ~ ~ ..
Sampled from __ I,and fill ___________________ t. _____________ By __ D. B. _Moore ___________________________________ _
Submitted by ..W.D... Bingham _____________________________________________________________ 19}_~---Stan~rd Specificatk r ~
L.O'H 9B-403206 TEST RESULTS -
Proi. Sample No. S-1 S-2 s-3 -S-4 S-5 S-6 S-7 S-8
Lab. Sample No. 403198 403199 403200 403201 403202 40320.3 403204 40320; .. -
-
Retained J4 Sieve l ~~ --------
. -
Pus!ng flO Bien '° 100 100 95 100 100 100 100 100 ..
Pauinr S'O Sieve ,., 95 96 7S 97 94 97 99 99
Pusinl!' S200 Sieve ,. 49 55 49 59 69 82 84 90
(
~ Co&rM Band-l.0 to ,. 21 20 31 12 19 10 4 1 z o.u ..... a.t. ~ ! 1'!,.. &and-0.U to 33 28 16 -
l • 0.06 mm. It.et. 1%70 ,..Q 20 32 14 10 13
t a,~.05 16
-
X !o to 0.006 mm . '° 10 17 20 23 28 32 32 ., .. ~ --u -J* Ci&J' 1-j6 36 >2 36 44 52 48 54
B than 0.006 ....,,,, ,.,
.!: Paalu ,. l'O Si.-.e ,.Q ---------..
Pualu 1200 s, ...... ,., --------. -61 L. L. je L.~ L. ~ 44 3B 56 50 -
P. I. 17 2j . 21.. 24 17 33 19 36
AASHO A-6(5) A-7-MlO A-7-6(8 A-7-6(11 A-6(9) ~-7-6(19) A-7-5(U )A 7 6(r,°' Clusi!ication - -J::.l •. ,'
.. -..
Texture --
Station 'R-, 'R-1 B-1 B-2 B-2 B-2 B-3 B-3
Hole No.
Depth (ft.) (\_, () 1 n_20 20-22 0-15 15-20 20-22 0-10 10-20 .
PH 4.e.o 4.85 4.94 4.s5 5.12 5.03 4.65 5.01
. cc . M. C. Adams (2)
Soil Files
( k.h
1,o!la J:q-1-
l =
---. - --------z:;:;:-:,<-=~'-· _...,.. __ , ___ . ~·----------
PCB
. NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 01"' HIGHWAYS
MATE:RIAUI • TIE:STS UNfT
SOILS LA80RATORY
Ref.
Proj. ----------------------------------
Soil For Quality & m REPORT ON SAMPLES OF -------------------------------------------
4. 5301101 IMt!F-4~ ' · Project-·------------------------------------County--------------------------------------Owner--------------------·_
Date: Sampled -------------------------------------l.eceiTed -----------·-----------------R.eported -------------· -----··.
Sampled from --Landfill. ___________________ ~-------------By ---------------------------------------------.
Submitted h7 -----------------·------------------------------------------------------------19 ______ Standard Specificatfori;
40.3198-40.3206 TEST RESULTS ---------------------------....... ------------...... ----...------
Proj. Sample No. S-9 -"-':....:..L;__;::;,.;="-'--'-~'-----+----''---+----+------,f------+------f------+----+-----
Lab. Sample No. .403206
Retained S4 Sieve % _.;___.;c...:: _____ ..;._+-----+----+------,f------+----t------+----+------
Puainir S10 Sieve
Pus~ 140 Sieve
Pusinsr 1200 Sieve
"f. CcarM S&nd-!.O to & 0.!6 a,m. Ret. S&C .. i rt... l&nd-4.U to o.o, .,..,_ a..t.. 1%70
111~.H
ll ! ~ ID O.oo, m111.
; i i ti Cl&7-1-I cb taan o.oo, ......
,! P.-illC • uo 81-
"'°
100
99
92
.3
8
'3'3
56
P-lns
_!..:sz~oo~s~,-~___;~::,::.o ____ +-------;------t------;----,------;----,-----1------
-.!L~L.:,_ _____ -t----,,,t.5-£.5_--t-___ t-__ --t-___ -t-__ ---t ___ -t-___ t-__ ~ ..
P. L 28
AASHO ( ...:Cl~u:::.•if:=.. >.c&::::· =-:u::·o:.=.n ____ +-'A:....-..... •7_-6=-"-'l=.E=t)...._ __ -t ___ -,-----t-----r-----r-----r----·-
-T!.:e.xture~~------t----t----r-----t-----;------r----;-----t-----
~B~ta~ti::!:on~------t--''R-..__.'~..__-t----t-----;----t-------,;-----t------1-------
Bole No.
~De~p~th~(ft.::::.L.) -----t_....,?.i.=,()...?,..,.,')-;-------t------t-------;-----t-----t-----t-----·-
------------t---:---1----r-----r----r-----r----r----;------4. 56 _____________ ..,. ___ .....__ _________ ..._ ____ .._ ___ ..._ ____ ..__ _______ _
ec:
(
-,,<~tll--.. . . ,,. . -------------------------------------------------------------kl!.~-
(
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MATERIAJ..S & TESTS UN'IT
SOILS LABORATORY
Ref.
Proj. ------------------------------
REPORT ON SAMPLES OF --~~?:.!_f~£-~~~-~1_!_ PI:! __ 0:CI!__~.?:_~~) ______ _
Pro' 4• 545ll01 · Harnett Ject ---------------------------------County------------------------------------Owner _____________ _
Date: Sampled _ _(_!'::_~~?~--------------------Received ----~~'J:::.79 ___ _;_ ___________ Reported ___ 6-?:_9-:]9 _______ _
Sampled from ~_cg'g! __ (~Q!3_?_~~~-L________ __ Br __ D. B ._ Moore _________________________ _
Submitted by ------------~-•-P~--~~~~--------------------------------------------------197.? ____ Standard Specifications
TEST RESULTS 3-/3
Proj. Sample No. S-1
Lab. Sample No. 402981
Retained U Sieve % -
Passing t].0 Sieve o/o 100
Passing 140 Sieve o/o 88
Passin~ ,:200 Sieve o/o 22
"1ft Co&ne Sa.nd-2.0 to
o 0.26 mm. Ret. 160 o/o 38
0 .. I ·Fine Sand-0.26 to 43 C % j • 0.06 mm. ~ 1:270
t 81lt,----0.06 8 ' C ■ % :i! :,o to 0.006 mm.
~ ct-.. i jtl. Clay-X.-. % 11 a ti) than 0.006 mm. ., Paaalnir i o/o -s•o Siew
Paaainir o/o -1:200 Slrve
L. L. 17
.
P. I. . t:
AASHO
Classification
Texture
Statjon
~~ )l:g Boring#
Depth (ft.)
-PH
cc: _.tff. c. Adam 2 s ( )
Soils File
A-2-4(0.
1
0-5
r::,_ ()/.,
S-2
402982
3
92
64
30
---51
19
7
23
-
-
28 .
10
A-2-4(0
2
5-17
t:; ()f.i
---------------------------------------8oUa Enai....-
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION o,-HIGHWAYS
MATERIAl.S a TESTS UN1T
II 6 T Form '°' 11.1.11
(, SOIL& LAIIO"ATORY
(
Ref,
Proj. -----------------------------
Project ____ · ___ 4. 5311101 ________________ County ___________ J.ohnston ________________ Owner ---------------·----
Date· Sampled 6-22-79 ____ ~ _____________________ Receind _ 6-27-79 ··----------------Reported _ 6-29-79 _________ _
Sampled from _ Landfill J PCB Site)_ __________________ s7 D, _ B, _ Moore ---------------------------------------
Submitted b7 ---~,--~~--JJ~_I!,gh_i}!I __________________________________________________________ 19_713 ___ Standard Speci!icationa
Proj. Sam'Dle No. S-1
Lab. Sample No. 402994
Retained S4 Sieve % 2
Pauinz JlO Sien "° 97
Paninr '40 Sieve o/o 61
Puain,: S200 Sien '° 18
I~ Coan. laa~.o '° g O.U mm. JI.at. S60 ,:, 56
C: I F!M San~.H lo '° 29 j ~ 0.05 mm. JI.et. S%7D
o a1~.o• ,:, 11 ll ! ~ t.o 0.005 mm.
~ j iU Clay-1-4 -" tllan 0.00& -· g
C: P-lns i uo s1-,:, -
p ... 1 ... ,:, -120-0 B le-¥e
L. L 22
P. I. NP
AASHO A-2-4(0) Cla.aai!ication
Texture
Station
!!1!11! ""· Boring# 1
Depth (ft.) 0-3
PH 4.98
cc: Al. c. Adams (2)
Soils File
TEST RESULTS 3-/ I
S-2 S-3 S-4 S-5 S-6
402995 402996 402997 402998 402999
-2 3 1 -
99 93 92 92 100
58 47 57 88 88
29 7 24 53 30
57 71 53 6 39
15 22 24 42 33
8 3 8 18 9
20 4 15 34 19
- ----
- --- -
39 15 25 36 25
19 NP 8 ln 8
A-2-6(1' A-1-B(0) A-2-4(0) A-6(6) A-2-4(0)
1 3 3 : 3 3
3-12 0-4 4-10 10-14 14-22
4.98 5.57 5.10 5.07 5.24 .
, .. .,·
C
(
' ......
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MATERIAJ..S & TESTS UNTT
Ref.
Proj. ------------------------------
SOILS LABORATORY J
_f
Soil for Quality & PH (PCB Site) REPORT ON SAMPLES OF --------------------------------~--
4. 5541101 Lee Project _________________ __ County ----------------------------Owner _________ _
Date: Sampled _6_-2_~.?.:?_ ___________ Received -~-:~7-79 ------Reported _6_-_2_9_-__ 7_9 ___ _
Sampled from _Y,~~__i-~~--(P~_~i~-~1 By ~!_l!• Moore
Submitted by ___ '!!-~!--~~~am -----------------19_?~---Standard Specifications
Proj. Sample No. s.-i
Lab. Sample No. 402989
Retained #4 Sieve % -
Passing SlO Sieve % · 99 -
Passing 140 Sieve % 71
PassinR" #200 Sieve % 26
~ c-S&nd-2.0 to
0 0.26 mm. R.t. S60 % 50
C,
"' I Flne S&n~.26 to 27 C % i • 0.06 mm. Ret. '270
t SUt------0.06 10 ' C • o/'o :I: "C, to 0.006 mm .
~ ..... -~ iu Clay-1-a % 13 • 11} than 0.006 mm, "· "' Pualnir i s•o Sim % -
Papinir % -'200 Sl~•e
LL 19
P. I. 7
AASHO A-2-4(0) Classification
Texture
Station
Hate Ho. Borin.e # 1
Depth (ft.) 0-4.5
\
PH 6. 50
cc: /4 c. Adams (2)
Soils File
TEST RESULTS 3-/ 0
S-2 S-3 S-4 S-5
402990 402991 -402992 402993
----
99 98 97 97
76 66 70 71
41 34 30 38
41 51 49 45
19 15 22 18
12 6 9 -9
28 28 20 28
----
--- -
33 38 26 22
18 22 7 5
A-6(3) A-2-6(2) A-2-4(0) A-4(1)
1 2 3 3
4. 5-22 4. 5-22 0-7 7-27
5.55 5. 50 5.10 5.40
PCB Pit #7
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MATERIAL.5 & TESTS UNIT
SOILS LABORATORY
Ref.
Proj. --· --------------------------------
REPORT ON SAMPLES OF Soil for
Cr--1.,/
Ill 6 T Form 501
11-1-71
' · .. ,.._.
-. 1.} '.
Project --------~_._?.:1,_Q!J._Q! ________ -----. County . ____ .N_~~.h .. -----------------Owner------------------------
Date: Sampled 1.9_-:3..:-:.Ze ______________ . _ --. __ . _. --__ Received _19-.:5-78 __ --_ ----------_ Reported }:Q.::~Q.::~~-----------
Snmpled from .PC.8._P-:i,,t_ #7 ____________ . . ... ·-· By J. _s. Britt __________________________________________ _
Submitted by _. W..._ _t).Jl.J;liIJ.Atf!.a.J]l_
397295-397303
Proj. Sample No. lA
Lab. Sample No. 397295
Hetained :4 Sieve (' :< 1
Passing :10 Sieve '1o 98
Passing ~O Sieve % 97
Passin2' !200 Sieve % 90
-~ Coarw Sa.nd-2.0 Lo
;;, v.Z5 mm. R<"L :60 o/o 3
C: '
~ Fin• Sand ---0.25 to l 0.06 mm. R,L :270 % 7 . ~I~ l Silt-0.05 .. 34 (I. :E I ~ i: to 0.005 mm. %
C .. ·c= Ji Clay-1-• 56
TEST RESULTS
1B 2A 2B
397296 397297 397298
' -4 -
100 95 100
99 193 I 99 '
:93 ! 85 92
2 5 2 -
I :7 !7 !s
1 ··· ,63 ! 26 I , 58
I 52
I
28 ! 32 . --t:, er.I than 0.005 mm. '10 ··-:, I ~ l'uain11 l
JI :,o st~v• ?',, --;-
T
Paaainar !_ ,_
:-1110 s; .. v~ % --
i i 58 : 46 L. L. I 71 43
I 1
P. I. 31 11 : 21 I 10 -AASHO : ' I
Classification i-7-5(20\A-7-5(9)h-7~5(16)A-5(9)
! I , i ' Texture I
Station ; !
' I
Hole No. 1 11 12 12
Depth (fL) 0 14.5 0 !6
to 4.5 ! 381 6' 27'
Ph 4.77 5.20 4.78 5.04
cc : /4. M. c. Adams (2) with M/D Curve
Mr. W. D. Bingham " II II
Soils File ( II II
.. ---_ -----------19_ --?~-Standard Specificationa
II -I'!
2C 3A 3B 4A
397299 397300 397301 397302
3 4 6 1
196 94 89 99
!91 ' 91 81 97
I
! 77 80 68 86
I I !9 7 13 6
i I 16 10 14 11
~ 57 i 35 53 51
I 1 : 18 l 48 20 32
' I ,-! ---
i I ----
!33 66 63 62
15 23 15 17
I
'. A-4(8) iA-7-5(17 A-7-5(14 A-7-5(15)
I I !
i i
2 3 3 4
27 0 10 0
33, ~ 10' 28' 6'
. 5.66 _, 4.98 5.10 4.88
----c,#~------------------Sollt En,si.Mff
Ref.
Proj.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
CIVISION OF HIGHWAYS
MATERIALS & TESTS UNIT
SOILS LABORATORY
REPORT ON SAMPLES OF Soil __________ . ____________________________ _
K 6 T Form 50S
11-1-71
Project ________ !!.~J.J:.Qt _________________ County __ .. _ .. ------______ -----------------Owner ------------------------
Date: Sampled ----------------------Received --------------Reported ----------------------
Sampled from _p~-~--~t #.? ________ _ --By -------------------------------------------
Submitted by ... ___ _ ______ .. -_ 19. ---__ Standard Specifications
7 9 39 2 5""'39 7303 _ TEST RESULTS 'l-r7
Proj. Sample No. 4B
397303 I I Lab. Sample No. I I
Retained ::4 Sieve ,, ,, 3
Passing ::10 Sieve % 97 I
i
Pas11ing f40 Sieve % 95 I
I I PassinJZ" ::200 Sieve o/c 88 I I
c .. arM S&nd-2.0 to 5 I I I ! i :, o.n mm. R.-t. :60 % i ' ' = i i ! C FiM Sand---0.25 to 5 q ~ 0.05 mm. R~L :270 % I
.. • I I I Ii ~o
I i:: Silt--0.05 o/c 28 i I i to 0.005 mm. i I i
C> I C'° i ;: :;;:i~ Clay-1-I I vii % 62 I : . than 0.005 mm. ; I :, i .!: Puainl' ; ' i ::a :40 s;e-v~ o/c I -I I -I P111.e1in1r I I I
:-200 Si~Y~ '1o 1-I I I
174
i i
I I I I L. L. I I i
; I ' ; ! i P. I. 31 I I
AASHO : i ' I Classification A-7-5(2~ I
, ! I
Texture I '
i i I
Station I
I ' Hole No. 4 i
I i
Depth (ft.) 6 I I
to 38 1 i .
ph 4.95 I ..
cc:
Pen Pit //8 ----
NORTH CAROLINA .DEPARTMENT OF TRANSPORTATI ~
rtef.
Proj. ____ . -----------------------·. ___ _
DIVISION OF HIGHWAYS
MATERIALS &r TESTS UNIT
SOILS LABORATORY
. 4.5401101 Nash Pro1ec:t --------------------------------------Count)' .. ·----------------------------------Owner ____________ _
Dat,, Sampl~ ~~ -~--------------------Reee;,a1 -------j~:~7~;_-:,;-----• Reponed 10-10-78
Sampled fro~ ~ ____________ ·--------------By -----------------------------------___ _
.Submitted by __ \:!_-__ ~----~~~,!:~-----------------------... ---------------------------------~ 19_ -~~--Standard Specificatiou -
TEST RESULTS :? I I -I ' -Proj. Sample No. lA 1B 2A 2B 3A 38 4A 4B
Lnb. Sample No. 397304 397305 397306 397307 397308 397309 397310 397311
. Retained ::4 Sieve t:• ,~ 0 - - - -
2 --
Passing ::10 Sieve % 99 100 99 100 99 98 99 100
Passing ~O Sieve % 98 99 98 99 98 97 98 99
192
I
Passing ::200 Sien '1o AA : R.i Rf; Ql R7 96 96 "'l c""'"• sa.nc1-2.o 1o o/o 3 2 14 d 1 1 2 1 r, 0.25 mm. Rt't.. :60 .:,
!14 -:-1 f'lnr Sancl--0.2$ to '1o 10 9 15 7 11 5 4 .:. 0.05 mm. Rrt. ~70 ii• Silt~.o,
-
it ::Ej = o t.o 0.006 mm . '1o 35 69 30 -65 -28 44 33 37 ....
0 '='ii! Cla1-1-I 52 ---uil than O.Oo, INII. "1o 52 20 16 62 42 60 58 . :, T I C Paaainl" !-i
:ll :co s,..,. '7'o -, _ -- ---
Paaain,r I I
:zoo Si•v• Cfo -1-------
I . 60 146 i 59 40 86 63 74 77 J
L. L.
P. I. 27 i10 !29 9 47 30 27 27
AASHO ~-7-5(19) !A-5(9) ! A-7-5(20 ; A-4(8) i-1-s<20 A-7-5(20' :A-7-5( 19) A-7-5( 19) Cla..ssi!ication
Texture
! .
I I Station
!1 ' 12 13 Hole No. 1 i 2 3 4 4 ,
I
I() ' Depth (ft.) 0 :g 6 0 13 0 6
! 17 c;, lh, 17 _ c;t
..
: to 8' 13' .. 22-51 61 17.5'
ph 5.03 i5.o6 i4.93 5.23 4.88 .· 4.86 4.70 4.71
cc: Mr. M. c. Adams (2)
~-W. D. Bingham
with H/D Curve
II II II
,?
Soils File . " ·11 (\
. ~L?/J
----------------·--------------~------Solla £yJ-
C •
Rd.
PCB
NORTH CAROLINA. DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MATERIALS • TESTS UN1T
SOILS LAIIOlltATOlltY
X AT Form r.1:
ll-1-7S
~1c,CEfVtv ~
Proj. ----------------------------------J"! tr 7~-~ _\ Cl) \.,: - -\. • ... __ • C ;,
C) ~:• ~ <J. <? , .. /;
REPORT ON SAMPLES OF -~g-~~: __ 9'3_"':~~-~-~J~~-~f_!e ) ______ If~~?-,. ,·-~--\·· _,:-__'-\/' '. '.; ,:·-... \ .. "./., .......... 11.~
4.5321101 Nash · ---,-:,-.. -·
Project--------------------------------------County--------------------------------------Owner---------------------•·
Date: Sampled _________ 7L~L7_~---------------------Receind __________ ?[~t'!'!.. __________ Reported __ 7 /ll/79 _______ _
Sampled from __________ Landfill __________ , _____________ By _______ D. _B. _Moore ______________________ _
Submitted by -----------~~-P-~-~j_!?~~------------------------------------____________ 19_ 2.~--Standard Specific& til•i,s
TEST RESULTS / 0 '/(
Proj. Sample No. SS-1 SS-2 SS-3 SS-4 SS-5 SS-6 -
Lab. Sample No . 403404 403405 403406 403407 403408 403409
.Retained S' Sieve C}~ ------...
Puain~ JIO Sieve '° 96 100 100 100 100 98
Pua~ 140 Sieve o/o 94 100 99 100 99 96 ·-
Pa11in£ S200 Sieve '° 80 96 95 95 92 85
f. Co&rw Sand-t.O lo '° 4 1 2 2 2 4 g O.U 111m. llff. 110 --··
II I r,-Saod-0.16 lo 15 5 4 5 8 15 .i ,.0
! • 0.06 lllffl. JI.ff. 1%70
1:
-. -
:i !o Blh,--0.0& o/o 29 58 40 59 50 47 c .... t.o 0.006 111111.
0 --~ ·--;pi Cl&:,-1-a ,.0 52 36 54 34 40 34 a thao 0.006 IIIUII.
II Pualna: i l'O Sirw "" ---------
p,...1,.. '° -I t:!00 SIM -----
L. L. 54 45 S7 40 44 47 -··
P. I. 19 18 25 10 16 17
AASHO A-7-5(14 A-7-6(1 )A-7-5'1 ')A-4(8) A-7-6(11 ) A-7-5(1 2) Cluaification ...
Texture
Station ...
Hole No. B-1 B-1 B-2 B-2 B-3 B-3 ·-
Depth (ft.) 0-15 15-22 0-10 10-22 0-15 15-22 --
PH 4. 74 4.87 4.83 4.68 4.99 4.94
ec:: ~c. Adams (2)
Soils
--------------------------------------------------------------·
,..
Ref.
..
PCB
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION 01" HIGHWAYS
MATERIALS Ir TESTS UNIT
SOILS LABORATORY
Proj. -----------------------------------
X 6 T Form ~s ll•l-71
REPORT ON SAMPLES OF ___ --~~j_-~--~~!'--~-":~~-~--~-p_i! ________________ _
Project _______ 4. 5401101 __________________ County ___________ Person __________________ Owner _______________________ _
Date: Sampled -~~-~:-_1~---------~------------------Recelnrl -~-~-7-:-?_~ _________________ Reported ____ 9-29-78 _______ _
Sampled from fGlJ_ Pit _1/5 ________________________________ B:, _J • _S. Britt-----------------------------------------
Submitted b7 . .W._.P-._J!;Ml).~----------------------------------'-------------------------111 __ 1_~_ Standard Specifications
397041-397051 TEST RESULTS ~-~~
Proj. Sample No. lA 1B lC lD 2A 2B 3A 3B
Lab. Sample No. 397041 397042 397043 397044 397045 397046 397047 397048
Retained U Sieve ';t' - --10 ----
Passing flO Sien '1o 99 99 100 85 100 100 100 99
Passing S40 Sieve o/o 98 98 97 79 99 99 100 98
Pu11inR' S200 Sieve % 95 90 73 60 97 93 97 86
~ CO&J'M Sa.nd-Z.O to g 0.2' mm. Rrt. S60 '1o 1 2 9 13 1 2 1 3
.I j . Fin« Sand-~-Z& to '10 4 11 24 23 3 8 3 16 = 0.06 mm. R..t. i270 ! t 8ll~.o, 36 0 • '1o 56 45 40 27 47 25 42 :I :,o to 0.006 mm. er-~ ~ i~ Cla7-1-I .. '1o 59 31 22 24 69 43 71 39 . II) than 0.006 ma . 0 .,
Puatns i s•o st ... % --------
Paaatns Ofo I :200 s1 ..... --------
L. L. 81 52 38 34 76 55 75 57 .
P. I. 43 18 11 12 34 18 36 18
AASHO A-7-5(20' A-7-5(V )A~(S) A~(6) A-7-5(20 )A-7-5'14 )A-7-5(20 ) A-7-5(14 Claae ifica tion
Texture
Station
Hole No. 1 l 1 1 2 2 3 3
Depth (ft.) "Fr_ 0 lnt 25 1 "\('\' 0 8' 0 20'
To lnr ?C:f 'V'\ f 33r Rt 38 1 20 1 331
n'h "\_Q7 .4 AQ . _i; -P.A. h -c;n 4.12 4.13 3.95 4.36
cc: Mr. M. c. Adams
Mr. w. D. Bi I
Soils File
·------·-------------------------------"""· &ast-
Ref.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
OIVISION 01" HIGHWAYS
MATERIAL.S 6 TESTS UNIT
SOILS LABORATORY
Proj. ----------------------------------
REPORT ON SAMPLES OF Soil ----·-----------------------------------------------
II 6 T Form iOS
ll•l-11
Projeet ________ 4. 5401101 -----------------County --------------------------------------Owner ------------------------
Date· Sampled --------------------------------------Received . ____ -__ ---·-----------------Report.cf ----------------------
Sampled from _PCB_Pit /15 -------------------------------By -------------------------------------___________________ _
Submitted b:, . ________________________________ --------------------____ ---------_ -----------19 ______ Standard Specifications
397041-397051 TEST RESULTS
Proj. S11.mple No. 4A 4A 4C
Lab. Sample No. 397049 397050 397051
Retained S-4 Sieve "~ ---
Paaaing JlO Sieve .,. 99 100 100
Puainr S40 Sien % 98 100 99
Pa1111inr t:200 Sieve Cfo 95 97 93
ti! C-Suid-l.0 to .,. 2 .1 2
'
g 0.%6 ·mm. R«. S60
• j Fl,.. Aand--4.H to 4 4 8 .i ~ 0.01 -· R•l. 1270
.,.
1 t Bllt--().06 55 46 ~ C • .,. 55 :II ::,o to 0.006 mm.
~ c .. = ijU Clay-X-1 -.8 .,. 39 49 35 ! t!,an 0.006 mm.
• Pualns i uo s1-o/o - -
-
p.,..1ns % r:200 Sir-.. - - -
L. L. 64 68 39 '
P. I. · 26 26 13
AASHO A-7-5'18 A-7-5'18 A-6(9) Cluaification
Textun
Station
Hole No. 4 .t 4
Depth (ft.) 0 121 UI
1? I UI ..f.O I
4.23 4.17 5.84
cc:
Solle ICqt-
. ,,, _,. , tf) '~ORTH CAROLINA ~EPARTMENT OF TRANSPORTATION ~bu ~ DIVJ.ION Of' HIOHWAYS ..
~/ PIATl[IUAL.8 • TUT9 UHfT Pal Pit-Site 11
SOIU LA90"ATOfllY
( . ---------------------------------
U..PORT ON SAMPLES 01' ----~Qj..J_f..<?.f __ ~~!):I_~_p_h __________________ _
n :.-etS.4-02 ----------------------------Count7 -----____ Wake _________________ · ____ 0wnar -----------------------
a· i,: S&mpled __ Bf1.2/18 _________________________ Rec:alnd _e_h,J/]_~-------------------:&.ported _ 8/2 5/78 __________ _
ar 1pled trom ___ ..Sit.c _.il ________________________________ By ~-_s-'-_BJ.:.iJ_t ________________________________ -. __
ulinltt.d br ____ _w..__tt...__B i ngham -------------------------------------------------------19 ___ 7~_ Standard Sp.ctflcationa
395768-395i83 TEST RESULTS 26-53 -·
~ r,j, Sun~l• No. 1-A 1-B 2A 2B 2C 3A 3B JC
~ :,. Sa.mple No. 395768 395769 395770 395771 395772 395773 395774 395775
~ rained So& SieTt ~ 1 2 2 -1 1 -5
~ :-sin( JlO Sl.n ~ 97 94 97 99 98 97 98 92
~ · ain1 r,40 Sieve ~ 92 88 94 97 95 95 97 88
f>, ,!llnR" l200 Sine ~ 61 61 81 79 'i7 71 57 69
~ c-n. s..n~.o • ~ 9 9 4 4 5 · 4 3 7 i OU ...... R4t. !!!!
' ~ "~ ·••-'·" -.
,., "1! o 01 .... a.t. m, ~ 36 3,4 18 25 26 31 51 29 ...
"' , 81~.0I ~ 25 35 24 43 43 27 32 40 ~;'? \o 0.001 ••. =u v(:11 Clu-1-e " 30 22 -54 28 2o 38 14 2,4 I tMft O.OOI-.
., ., .... , ...
"" .140 s, .... --------~ p_,,..
~ si. .. " -----------
L. L. 31 52 56 43 47 42 29 46
P. [. 9 . 9 . 27. 10 . .16 13 2 .. 10
~-:SHO A-4( 5) A-5(7) A-7-6( S)A-5(9) A-7-5(12 •A-7-6(9) A-4(5) A-5(8) :;J ,1uifieatio11 -·
rurtun -··
3htlon -·
~,,le No. , 1 2 2 2 3 3 3 -
~ rth (ft.) n n .. " " " .. -.. 12.0 o.o 5.5 14.0
' to 5.0' 37. 5, 5.0' 12.0' 42. 5' S.5' 14.0' 42. 5' -· .
:[!h 5.41 5.05 S.04 4.61 5.11 4. 70 4.83 5.44 .. F. T. Wagner •.•
c. c. P1.inter (2)
L. H. Berrier
M. c. Adams
w. D. Bingham
J. s. Britt
Soils File h(lrl~-
. ,;,
NORTH CAROLINA DEPARTMENT 01" TRANSPORTATION
DIVl■ION Of' HIGHWAYS
PIATSRIAI.■ • TUT9 UN1T
901U LABO"ATO"Y
\ j. ----------------------------------
REPORT ON SAMPLES OF ----.~Qfl_ __________________________________ _
>r , J~ __ ,S.L402 _________________________ Count7 _________________ , _________________ Ownlll' ___________ _
>• le: Sampled -----------------------------------Recef,y• -----------··----------------BeporW ___________________ _
r.. ,,plod trom ___ Si.te . ..fl.. ________________________________ B7 ----------------------------------------· --
la '·-nltted by ----------------------------------------------------------------------------11_ -----Standard Speci!lcationa
395768-395783 TEST RESULTS -
_! ·oz. Sam;e!e Ne. 4.l 4B SA SB 5C 6A 6B 6C
!:• b. Samflt No. 395776 395777 395778 394779 395780 395781 395782 395783
~ •taln.d S' Sin• ,-. 1 l 2 2 3 3 3 -4
f~ulnr SlO Sien "' 97 96 95 96 9-4 93 94 94
f ,'.nln1 l40 SI..-. " 93 89 90 92 89 88 89 90
f ,ul~ t:200 Sien "' 75 61 69 74 "67 73 67 69
,. c-r.. l!l&a..-1.t .. "' 6 13 8 8 9 8 8 7 i o.11 .... R.t.. SM
I j' 1'1M Baad-4 .D to
.
I 3 0.01 ir.a. :a.t. SITO "' 23 36 28 28 33 19 33 31
! ~ !! Bllt,-0.0I 27 33 22 44 40 2S 37 48 ~s. i., 1.001 -. " ill C\ap,-1-" .u lR .42 2n 18 48 22 ].,4 · iua o.oot -·
' I /
I '. r::-~'i!,. "' -... --... -----. ' ';P-1 .. . , S200 ai-"' - ----· ----
L L. 61 42 49 44 43 53 44 40 --
P. [. 24 5 20 6 .. 5 . 23 '1 .6
A ~i\.SHO
C!o.11ification A-7-6(18 A-5(6) A-7-6(12 A-5(9) A-5(7) A-7-5(15) A-5(7) lA-4(7)
'l'txtm-. --·
8 !.atioa
B<>lt No. " " .5 .5 5 6 6 6
~C?pth (ft.) 0.0 .t.o o.o 5.0 10.0 o.o s.o 19.0
to 4.0' .4'2 _-r;, ~-0' l.O.O' 22.5' 5.0' 19.0' 32.5' .
nl, 4.An " A.1 .•L 1 .'i .5. JO 5.55 5.35 5.09 5.70
e:
------------------------------------... ...._
. J
'
..
' I '· PCo• .. . . . X • T Fo"" aos 11-1-U
NORTH CAROLINA DEPARTMENT OF TRANS?ORTAT~r.:.~il>TJ(')-~~-
DIVISION OP' HIGHWAYS
MATERIALS & TESTS UNIT
SOILS LABORATORY
Re!.
Pro;.----------------.-----------------
SEP 25 1978
DEPARTMENT OF TRANSPORTMWJN
DJVJSION Of HJGMWA'fS
• • & h GEOTECH~i~l UN!f REPORT ON SAMPLES OF _So.;i.l_ fQr. __ ~_cUi_ty ____ p_ __________ :_ _________ _
Project ___________ 4 .. _540.llO.l _______________ County _____________ w.arr~n ________________ Owner ---------------------
Date: Sampled --~--:!~:::-?~--------------------------Received ---~--=!~_-:?~----------------Reported __ 9-22-78 __ _ __
Sampled from ___ PCB _Pit _#4 _____________________________ By _J. _ S. _Britt _____________________________ _
Submitted by ----~!-P-!_J!!,~gtJ.~--------------~-----------------------------------------J9_l~--Standard Specifications
396732-396751
Proj. Sample No. lA 18
Lab. Snmple No. 396732 396733
Hetaint!d j;,I Sieve C' --,c
Passing :10 Sieve o/o 100 100
Passing f40 Sieve % 99 99
Pa11sing 1;:200 Sieve % 74 54
,i: Cc,a,-Sa.nd-2.0 to
0 0.25 mm. Rrt. :60 % 4 9
Q j Fin• Sanc!~.25 to ~ 0.(15 mm. R•t. :270 % 24 42 .. .. .. ~ • Silt~.06
.
t:. :I; ~ ~ w 0.005 mm. o/o 22 33
0 ---~ ... ·;; ::S Clay-1-• <fo 50 16 . er. th:.n 0.005 mm .
" ,:
i rualnir • :40 Sie-v~ Cfo --
Paa•inK o/o ::?VO Si~v~ --
L. L. 64 48
P. I. 34 NP.
AASHO A-7-5(20' A-5(5) ·classification
Texture
Station
Hole No. 1 1
Depth (ft.) ., 0 1.1 . 11 30 to
Ph 6.26 6.36
cc: iy. M. c. Adams
.!Mr. W. D. Bingham
Soils File r( . f
: .
I
TEST RESULTS
lC 2A 2B 3A 3B 4A ' 396734 396735 396736 396737 396738 396739
-1 1 ---
100 98 98 100 100 100
99 96 95 99 98 98 . 48 74 63 78 70 77
7 7 11 3 . 1 4
53 21 30 22 29 24
24 24 33 29 42 24
16 48 26 46 22 48 . ------
------
36 64 47 58 53 58
9 36. 19 24 14 29
A-4(3) \-7-6(20) A-7-6(10 )A-7-S(lE )A-7-5(1 ; )A-7~(19) .
1 2 2 3 3 4
30 0 8' 0 3 0
40.5 8 38 1 3 28' 10
6.75 6.53 6.35 6.43 6.29 5.98
~~~(.
--------------------------------------------------------------•
~·: -----·--· .. ·---..
,.
' •\ ,. .
Ref.
.. • .. . . .
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MATERIALS 6 TESTS UNIT
SOILS LABORATORY
Proj. ----------------------------------
REPORT ON SAMPLES OF ___ SQ.:;.J_ __ f9_rj~).!~ggr __ §'..~tt __________________ _
M 6 T Fon. Ml3 11-1-11
Project __________ A. • .540110.l _______________ County--------------------------------------Owner ___________________ _
Date: Sampled --------------------------------------Received -----------··----------------Reported _________________ _
Sampled from ___ .PCI3 _ _Fi.t_j/4. _____________________________ By ---------------------------------------
Submitted by-------------------------------------------------------~----------------------19 ______ Standard Specifications
396732-396751 TEST RESULTS ~;) :;;, d --•)
Proj. Sample No. 4B SA SB SC 6A 6B 6C 7A .
'
Lab. SRmple No. 396740 396741 395742 396743 395744 395745 396746 395747
Hetained !:4 Sieve ~~ -12 -1 7 2 - -
. Pusi11g 1:10 Sieve Cfo 99 84 99 96 90 97 100 100
Passing #40 Sieve % 97 80 96 93 86 92 97 99 -
Passin~ ~00 . Sieve % 64 62 64 48 65 59 so 87 ,,.
* C,•rH Sand-:Z.0 to
; 0.2fi mm. R~. :&0 % 7 9 9 7 8 10· 11 2
0 j Fine Sand--~.25 to ~ 0.flfi mm. k•t. ::::10 % 36 20 33 51 23 35 47 14 • -· .: f • Silt~.os -·
"" ::E ;! l: t.o 0.00S fflDI. % 31 35 38 28 21 35 24 30
~ -.::i! ... ·•;;. Cla1-X-1 % 2fl ~f-20 l.d. 48 20 18 54 . "' than 0.CI0S mm . :,
E J'u•ins • :ii :.to Sh:ve o/o --------
Paaainll' o/o :ZOi> SJPvr ------- -
L. L. 41 62 45 28 64 43 34 67
P. I. 9 27 . 14 4 . 29 5 6 31
AASHO A-5(6) A-7-5(14 A-7-5(8) A-4( 3) A-7-S(l71)A-S( S) ~-4(3) A-7-5(20) Classification .
Texture
Station I
Hole No. 4 _c:; _i; i:; 6 6 6 7
Depth (ft.) ln n h. i:; ?.5 0 7 12 7A
-+,.. :n h _ c; I ? c; I ·nr 7 12 1 33
ph 5.89 6.05 5.91 6.31 5.73 S.78 5.89 5.72
cc:
Soila En&~ •
,
Ref.
,-: == i ; fflflif1¼71¥k"ia
• .. . . .
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION Of" HIGHWAYS
MATERIALS er TESTS UNIT
SOILS LABORATORY
M 6 T J,·on,
11-1-11
Proj. ------------------------------·---
REPORT ON SAMPLES OF ___ SQi).. __ f .9_1~-~~g tr__ ~_ph_ ___________________ _
Project ___________ 4 • ..5401101. _______________ County--------------------------------------Owner ___________________ _
Date: Sampled --------------------------------------RecciYed -----------··----------------Reported ------------------
Sampled from ---PCB _Pit _#4 -----------------------------By --------------------------------------------
Submitted by __________________________________ ;. __________________________________________ 19 ______ Standard S~ificatio:
396732-396751 TEST RESULTS di;) -"3 ~
Proj. Sample No. 7B
I.ab. Sample No. 396748
Retained ~ Sieve C' -,r
Passing :10 Sieve "lo 99
PaMing t40 Sieve '7o 97
Passing ,:200 Sieve '7o 67
.c Coan• Sa.nd-!.O to
;' 0.25 mm. R~t.. :&0 5'o 4
0
C j }"in• S.nd--0.25 to 38. .e .. 0.05 mm. Rt-t. r270 % .. ;:; • • ~ • Sllt---0.05 38 .. o/o "' ::; ~:? u, 0.00S mm.
0 ~ it: .. Clay-X-1 "lo 20 . V) than 0.005 mm .
" C l'uair.r i % • -:,o Sil!'Y~
Pa,ainlf o/o -:200 f;ipve,
L. L. 38
P. I. 8
AASHO A-4(6) Classification
Texture
Station
Hole No. 7
Depth (ft.) ' 10
-t-n ?('If
nh c. 77
cc :
7C
396749
-
99
97
55
7
.• 45
30
18
-
-
39
8 .
A-4(4)
7
20
33'
f;.<H
SA 8B
\
396750 396751
--
100 100
99 97
80 -58
3 8 .
20 43
23 31
54 18
--
--
66 45
23 4 ..
A-7-5(1 n A-5(5)
,
8 8
0 9
9' 38 1
.'i.66 5.90
,,.-./' "'£ _, --:--,; _. ,r/· y 7
. ..,.,..-·:,,. ," {.✓~--~,,._,,,_,,.,,~t:.-,e,,t-c:r -1.
-----------------· _________ v ----·--------------------------Solla E'!.1l,_ •
(
P.C.B.
NORTH
SOILS LABO"ATO!ltY
Ref.
Proj. ----------------------------------
REPORT ON SAMPLES OF Soil For Quality & P.H. (PCB Sit"e) ---------------------------------------------
Project ___ 4.15_4l-l.l9J ________________________ County -Warren----------------------------Owner
Date: Sampled __ f>l?Jl19.. ________________________ Receind _ 6/29/79 ________________ ~---ils/79 _________ ~
Sampled from ___ Landfill _________________ ~-------------87 __ D.B. Moore------·-----
Submitted b7 ___ }(J_l?~--~~..&P-~-----------------------~----------------------------------1e?~---Standard Specificati~ns
Proj, Sam'Dle No.
Lab. Sample No.
Retained 14 Sieve %
Pr .. ...alnr flO Sieve tfo
Pusinr 140 Sieve ,,0
Paasinm-S200 Sieve ,.,
~ ec.n. S&nd-Z.O to g O.U mm. Jlet. f'O '° I I P'h•• Sand~.15 to
·i • 0.01 mm, a.t. sno ~
t: 1111~.o, C ■ '° ll :,o to 0.00& am.
~ ,, .. --u c1a,-r.--!* I than 0.00& -· '° .! P-lnc ,. '40 s,-'° Paaal~ 1200 s,~-.. ,.0
LL
P.L
AASHO
Clusifica tion
Texture
Station
Bole No.
Depth (ft.)
PH
ec:
M. C. Adams (2)
Soils File
kh
5-1 S-2
403207 403208
1
100 98
98 95
74 65
6 10
23 29
27 25
44 . 36 .
-----
~9 52
19 11
A-7-5(1 )A-7-'i(S'
'R-1 B-2
/'\...22 /'\...10
r; ] 5 r;_,9
TEST RES UL TS
5-3 ... S-4 ·· S-5 -403209 403210 403m
---
100 98 100
95 89 81 -
57 -53 41
16 21 37
32 29 25 .
.30 26 20
22 24. -1.S .
---.
---
52 36 34 '-• -11 7 7
A-7-5(6' A-4(4) A-4(1)
B-2 B-3 B-.3
10-22 0-15 15-22
5.57 5.50 5.80
(
Ref.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
MATERIAl.S 6: TESTS UN'IT
SOILS LABORATORY
Proj. --------------------------------
REPORT ON SAMPLES OF ---~_g_f~!'--~-~~~--~-Rli __ (~9_!!_ S~~~) ___ _
Project ________ 4. 5342121 _________________ County __________ Wilson ______ · __________ Owner _________ _
Date: Sampled -~=-~-~:-!~---___ _ ________ Received _§_-:~1::7J _________________ Reported -~--=~:-7~----------
Sampled from --~~fj_l] __ {p_Ql}_~~~~}_ _________ By D. B. Moore ___________ _
Submitted by ___ l!.! __ ~.!--~i_~-~------------------------------------------19_7~---Standard Specifications
TEST RESULTS ,3-'J
Proj. Sample No. S-1
Lab. Sample No. 402983
Retained #4 Sieve % -
Pu11ing S10 Sieve % 100
Pu11ing 140 Sieve % 86
Pas11in2' s:200 Sieve % 54
'111. Co&rw S&Dd-2.0 to
o 0.26 mm. Ra. t60 % 23
0
,: j Fine Ban~.26 to 28 1 :; 0.06 mm. ~ S270 %
t · SIJt, ........ ().06 21 0 • % :Ii :,o to 0.006 mm.
~ ,:t--ii" Cla7-1-I % 28 ! Ill than 0.006 mm.
C Pualns i S.O Sien % -
p.,..in&' % S200 Slew -• LL. 30
P. I. 15
AASHO A-6(5) Classification
Texture
Station
!fate !if". Boring #1 1
Depth (ft.) 0-5
PH 4.81
cc: /4 c. Adams (2)
Soils File
S-2 S-3 S--1 S-5 S-6 -
402984 402985 402986 402987 402988
-

-

-
--
100 100 100 100 100
95 97 99 98 99
77 69 79 69 73
9 8 5 6 8
-17 29 19 34 22
23 29 23 24 21
51 34 53 36 49
-

-
-

-
-
-

-
---
61 34 55 41 67
42 18 35 24 48 .
A-7-6(20' A-6(10) A-7-6(17~ A-7-6(1 3)A-7-6(20)
.
1 2 2 3 3
5-17 0-5 5-17 0-3 3-17
4.85 4. 79 4.98 4.64 5.00
(.
--------------