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Home My WebLink AboutNCD980602163_19780920_Warren County PCB Landfill_SERB C_NC-DOT Investigation for Disposal Site for PCB-OCRJAMES 8. HUNT, JR. GOVERNOR THOMAS W. BRADSHAW, JR. SECRETARY STATE OF NORTH CAROLJNA DEPARTMENT OF TRANSPORTATION RALEIGH 27611 September 20, 1978 DIVISION OF.HIGHWAYS MEMORANDUM TO: Mr. M.C. Adams, Maintenance Unit Head FROM: W .D. Bingham, Head of Geotechnical Unit SUBJECT: Investigation for Disposal Site for PCB (W .o. 4. 5401101) · Attached are boring logs and sketch of a site we have investigated for PCB disposal in Warren County. The site was drilled and sampled to a depth ranging from 28 feet to 41 feet. Twenty (20) samples were delivered to -the Department of Transportation Labqratory to 1::e tested for: Minus 200 material, Plastic Index, Liquid Limit and pH values. U we can 1::e of further help in this matter please let us .know. WDB:nah Attachments ,wrmt¥E t5WR2t wtfdifSifdii¥1ki2riii-i#?¥S'bffii1¥#fi®#ti&tiWhi4\ii$1tWrr&{ ?I. C •. DEPAR'It~ENT QF TP.ANSPORTATION Division of Highways PCB .PIT BORING LO} PROJECT . 4• 5401lOl COUNTY Warren __________ _...DATE 9-18-78 ROUTE _________ RE.5 •. ENGINEER __________ PIT NO. PCB# l.. 237-0001 6" Auger ~UIP. USED ____________ INVESTIGATED BY J.S. Britt W /rock teet h . ~ f5 DEPTHS. ~m REMARKS: i.e. grou..'"ldwater data H Ill F~Pt Cl. Ill ·DESCRIPTION OF MATERIAL g~ FRCM TO ~~ moisture content; etc. 1 o.o 11.0 1-A Red-Brown Mica. -F-Sandy clay Dry 1 11.0 '30.0 1-B Brown Mica. Clayey silt Moist@ 20.0' 1 10.0 l..O. 5 1-C Brown Mica:. Silty sand ·1 U). i:; L.1.2 Soft weathered rock-Practical auger refusal@ 41.2' . .. Groundwater: .. 0 Hr.-Dry caved in @ 28. 5' ( ··-~ hours-caved in @ 28 .5 •= . -... . . . -.... -~ 2 o.o 8.0 ··2-A Red-brown mica. fine sandy clay 2 8.0 38.0 2-B Brown highly ud.ca. sandy clay silt Wet@ '30' Gro,mdwater: O-Hr.-DI-7 caved in @ 35.0 . 24 Hr.-34.2 3 o.o 3.0 3-A Red-brown mica. -F-sandy clay Dry 3 3.0 28.0 t3-B Brown mica. sandy clayey silt Moist @ 19.0 Groimdwater: 0 Hr. -Dry-caved in@ 23.5' 21.i. Hrs. 22.9' 4 D.o 10.0 4-A Red-brown mica. -F-sandy clay · Drv 4 n.o.o 33.0 4-B Brown . mica. clayey sandy silt Wet@ 27.0' Groundwater: 0 Hr.-Drv . 24 Hr.-Dry - - . . 11. C •. DEPARTI1ENT QF TRAHSPORTATION · Di vision of Highways PCB PIT BORD:C Im G-5 1-78 PROJECT __ 4_ •. _540_l_l_O_l ______ COUNTY . Warren DATE 9-18-78 ROUTE __________ RES. ENGINEER __________ PIT NO. _P_C_B_#_4 ___ _ ~UIP • USED __ ._23,...7...,.c, ..... o .... o .... 1 ____ 6_" _A_uge __ r_INVESTIGATID BY __ J_._s_._Bri_· t_t ________ _ W /rock teeth .. ~&i DEPTHS :j f5 REMARKS: i.e. grou.""ldwater data H 1Xl Feet 0-. 1Xl DESCRIPTION OF MATmIAL 8~ ~~ moisture content; etc. FRCM TO ' 5 0.0 6.5 5-A Red-brown mica. -F-· sandy clay Dry . W /auartz lenses t:; 6 ':j 2'> 0 "-B Brown mica. sandy silt .. Moist @ 25.0' .. r; 25.0 11.0 i:;_c Tan mica. silty -F-sand Wet@ 29.0' . Groundwater: .. ~--Dry caved in@ J0.0' 24 Hrs.-Dry caved in @ JO.O .J 0.0 7.0 6-A F..ed.:bro\-m mica -F-sandy clay W / Dry -quartz lenses. . 6 7~0 1~.o 6-B Brm-m mica. sandy silt Drv 6 12.0 33.0 6-C Tan mica. silty -F-sand Wet. @ 26.01 .. · ·Grmmdwater: 0 Hr~ -Drv caved in @ 29 .ID 21 Hr. -d.rv caved in@ 29.ID 7 o.o 10.0 7-A Red-brown mica~ -F-sandy clay Drv 7 10.0 20.0 7-B Bro~tan -F-sandy clay Moist@ 20.0' 7 20.0 33.0 7-e, Brown -F-sandy silt Wet @ 25.0' Grnundwa.te r: 0 Hr.--dry cavec. i..'l @ · 2~. 7 ' 21 Hrs. ·n,-,, ~~,red -in © 26.7• . 8 o.c 9.0 8-A Red-brown mica.fine sandy clay Dey 8 9.0 38.0 8-B Brown mica. sandy silt Moist@ 26.0' Wet. @ 10 .0' Groundwater: O Hr. -drv caved in@ 33.2' 21..i. Hrs. drv caved in@ 33,- -F--f'; ,..,,,,. . -· -·--. ' I .. .. , .. . . . . . ..... -.. ,·~ ',.·-~ ...... ,;.,,r -•~ ............ ~~--:L-.,.~--"ltf.::j;j._~ ,,,_:.i: ~ ......... t:,,.. • ·~--..!I .,~~--'• .. ~'-· .... ·-1·~:-,. -: .J ..... _,. ---~ ~-... ·--·,~ .• ... ,s: ... :_>.)-.. ~ .. \,... -:r-.- ~: . '. . .. -· •.!', . .... . . . ;.· :,.. .. ~ Q . '----➔ , __ ,•-----.=---,."-"-----,-----=-e:=------=~-rr-r---------- . (() .. :"'.'•, .:.:_·,., · . , .. : : • ~ •• : ··: 11 • • - :·-~· . ·: .' ... ::.· ._~.;. · ...... . SCALE ,, 1 . ,• ··- · Pen· . . . M AT Form 50, 11-1-a NORTH CAROLINA DEPARTMENT OF TRANSPORTAT~ DIVISION OF HIGHWAYS . ;) ~ MAT£RIALS & TESTS UNIT . .I . ~)Jj) · SOILS LABORATORY SEP 25 1978 Re!. Proj. ------------------------------·---DEPARTMENT OF TRAtlSPORTATJON DIVJSION OF HIGHWAY.S GEOTECHNit;.;t UNIT REPORT ON SAMPLES OF .So;i.l_fQr __ Q:u_<lli_t:{ __ t;t_p_q ______ .:,. ___ _ Project __________ 4,_.54D.ll01 ______________ County __________ J{.a,n-_en___ _ _____ Owner __________ _ Dau: Sampled __ ,2;:!.§.:-J.§. ____________________ Received ___ 9~~--=!~-------------Reported -~-2~_-_7_8 ___ _ Sa.mpled from --~!J-~-~_/j!t_ _____________ By _l"!-~"!.-Br!_:t;....t __ _ Submitted by ---W !..P-! __ !!~~---· 396732....396751 Proi. Sample No. 1A 1B Lab. St1.tnple No. 396732 396733 Hetainl!d ::4 Sieve ~:, -- Passini:: ~10 Sieve ,. 100 100 Passinir :40 Sieve .,,. 99 99 Pa.~sing :200 Sievo .,... 74 54 r!, c.,.,.,.. S&nd-Z.O i.o o t.:s mm.. R.c.. :so ,. 4 9' 0 • T Fla. SHd--0.U t.o .,,. 24 42 -! ., O.OS "'"'-R~ :210 .. .. .. .. i • Sill--0.06 22 33 r= :;; ~ = tu 0.00$ """· 'lo ~ --~ 16 .. "ij:11 Clar-t-A 9'o so . "' th"n 0.001 fflm • " • r....in .. • i :40s.-~ -- P ... in,r .,,. :Ol)Si--- L. L. 64 48 P. J. 34 NP • AASHO A-7-5(20 A-5(5) ·ciassific:a tion Texture Station Hole No. 1 1 ~pth (ft.) 0 1.1 . to 11 30 ph 6.26 6.36 cc: . }r. M. C. Adams .!}fr. W. D. Bingham Soils File ____ _ __________ J9_~_ Standard Specifications TEST RESULTS B. ;;)-3.3-- lC 2A 2B 3A 3B 4A \ 396734 396735 396736 396737 396i38 396739 -1 1 --- 100 98 98 100 100 100 99 96 95 99 93 9a . 48 74 63 78 70 77 7 7 11 3 • 7 4 53 21 30 22 29 24 24 24 33 29 42 24 ·•· I 48 -16 48 26 46 22 -----------I-I- 36 64 47 58 I sJ 58 9 36. 19 24 14 29 A-4(3) ~-7~(20) l A-7-6(1( )A-7-5(l~)A-7-5(lJ;)A-7-6(19) ., I ! i 1 2 2 3 3 14 I . 30 0 8' 0 3 0 40.S 8 I 38 1 3 28' 10 6.75 6.53 6.35 6.43 I 6.29 I 5.98 Re!. • • • I • NO.RTH CAROLINA DEPARTMENT OF TRANS?ORTATION DIVISION OF HIGHWAYS MATERIALS 81 TESTS UNIT SOILS LABORATORY ProJ. ---------------------------- Project ______ A, • .S:40110.l ______________ County----------------------Owner Date: Sampled -----------------------Received ------------·----lupozud __ _ Sampled from __ _ECB-Pll..#:l_~---------------B7 ------------ X • T !'omit 603 11-1-13 Submitted by ------_______________ _:___ ________ 19 _____ Standard Specification~ 396732-396751 TEST RESULTS ~;) ~ cl. --•) Proj. &mple No. 4B SA SB SC 6A 6B 6C I 7A -' Lab. SAmple No. 396740 396741 396742 396743 396744 396745 396746 I 396141 Retained:~ Sieve ., ,. -12 -1 7 2 -- . Pusinii: tlO Sieve .,. 99 84 99 96 90 97 100 100 Pusin,r ~40 Sien .,. 97 80 96 93 86 92 97 99 -I 87 Passin~ !ZOO SieTe .,. 64 62 64 48 65 59 so tt c-... s.....i-z.o to ~ 'J.~S """'" RK. :SO .,. 7 9 9 7 8 10· ll 2 0 C j nae Sa~.:s to .,. 36 20 33 51 23 35 47 14 J! .. 0.116 """· lltt. ::TO ,: .. -· .. i • Silt-0.0S :: :ii ~ = to G.HS tnDI. .,. 31 3_c; 38 28 21 35 24 30 ~ :; ;;i:. Clar-1-• --I 54 -.. "· 26 ~h ?n H. 48 . 20 18 . • theft 0.0'>$ 11\m, • • Puei11c • i :.ao s;.-.,. --------,._,_ ,,. ,_ ::w s1------- - L. L. 41 I 62 45 l2s 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-7-5(17 ,) A-5( S) . .\-4(3) ~-7-5(20) Cla.ssific:ition •. , Texture Station I I Hole No. .d. c:: .Ii 5 6 6 6 7 Depth (ft.) in n h -_c; ? c; 0 7 12 7A -~ ... ~~ ,:; ~' ? c;, ·n, 7 121 33 Ph 5.89 6.05 S.91 6.31 I 5.73 5.78 5.89_ S.72 . cc: ,. , Ref. .. -. . . NORTH CAROLINA DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS MATERIALS & TESTS UNIT SOILS LABORATORY Proj. -----------------------------·--- -S il ~ "·ali & h REPORT ON SAMPLES OF ___ Q __ e.9J.:_~----1=Y--__ ..,E ____ _ e?x t~ Project _______ 4 • ..540J.10J. _______________ Coanty --------------------------Owner ____ _ Date: Sampled ----------------------RecciTed ----"."------··------------Reported ______ _ Sampled from ---Pg~--~.:t:__H,!__________ ·----By -------------------·--- . Submitted b:, --------------------------------19 ____ Stand•rd Specificat.ior 396732~96751 TEST RESULTS d.;) -.§: -Proj. &,.mple No. 7B 7C SA SB ' Lab. S,uni,le No. 396748 396749 396750 396751 . Retained :4 Sieve ~ ---- Passfnsr :10 Sieve ,:, 99 99 100 100 Pa!lllinir :40 Sieve ,:, 97 97 99 97 67 I 55 80 . 58 I Pusintr ::200 Sien ,:, •• c,.,... Sand-LO to g 0.21 "'"'-llrl-:SO ,;-. 4 7 3 8 . I -· . • j n-S.11'-CI.ZS to 38. 45 20 43 ~ .. 0.01 "'"'· Jtt.t. ::rro .,. .. • • t • Sllt-4.06 38 30 23 31 i:: ;a == tn O.OftS, 111111. ct. ~ ~ 'it:. Cla:r-Lews 20 18 54 18 .. .,., . OIi tha11 0.005 "'"'· 2 I • r .. ins i er. • ----:&0 Si-·-;.,., ct. -:200!\i---- L L. 38 39 I 66 45· P. L 8 8 . 23 4 . AASHO A-4(6) A-4(4) A-7-5(17) A-5( 5), Classific:ition , ' I Texture Station Hole No. -7 7 8 8 Dei,th (ft.) 10 20 0 9 . 1-"' ?nr 111 gr 38 1 I I , nh c;_77 fi n1 c; -fi('; _c;_ 90 cc: ;. ~ ··------~~ >--