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Home My WebLink AboutNCD980840409_19960710_Charles Macon Lagoon & Drum_FRBCERCLA RA_Monthly Progress and O&M Report June 1996-OCRI I I I I I I I I I I I I I I I I I I MACON/DOCKERY SITE CORDOVA, NORTH CAROLINA MONTHLY PROGRESS AND O&MREPORT JUNE 1996 RECEIVED JUL 121996 SUPER FUND SECTION 6525 The Corners Parkway, Suite 400 • Norcross, Georgia 30092 • Tel: (770) 448-4911 • Fax: (770) 409-7893 I I I I I I I I I I I I I I I I I I I July I 0, 1996 Ms. Giezelle Bennett Remedial Project Manager US EPA, Region IV 345 Courtland Street Atlanta, Georgia 30365 Re: Maconffiockery Site -Cordova, North Carolina Monthly Progress and O & M Report -June 1996 Dear Ms. Bennett: On behalf of the Macon/Dockery Site Group ("Group"), the June 1996 Monthly Progress and O & M Report is herewith submitted in accordance with SECTION XV -PROGRESS REPORTS of the Unilateral Administrative Order (effective date -June 30, 1992) for the Macon/Dockery Site. This report describes activities which occurred during the month of June as part of the Remedial Design and Remedial Action phase of this project. PROJECT TASKS INITIATED OR COMPLETED THROUGH JUNE 1996: • Monthly sampling of the remediation systems • Continue O & M of systems . • Installed metals treatment unit for U/L Macon . • Installed timer for SVE system RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED: • Laboratory results for June sampling of the remediation systems is included in this progress report. Tables I to 4 record the analytical results for the four groundwater treatment systems. All effluent concentrations are below the Remediation Performance Standard. Lower Dockery system was off, however, the influent line was sampled. • Table 6 records the air quality sampling. Chloroform was detected in the SVE inlet line and the Macon Source air stack. Lower Dockery system was down so the air stack was not _ sampled. 6525 The Corners Parkway, Suite 400 • Norcross, Georgia 30092 • Tel: (770) 448-4911 • Fax: (770} 409-7893 I I I I I I I I I I I I I I I I I I I • Table 7 records all groundwater elevations taken since system start up. All planned monitor wells were gauged. The recovery wells were added to the gauging schedule. • • • • Upper Dockery flow meter reading for June totaled 97,350 gallons. System was operational 33% of the time averaging 7.3 GPM. Mass VOC removal was 0.1 pounds for the month and the cumulative is 1.22 pounds. Lower Dockery flow meter reading for June totaled 8,619 gallons. System was operational 5% of the time averaging 4.2 GPM. Mass VOC removal was 0.01 pounds for the month and the cumulative is 0. 78 pounds. Macon Source Area estimated flow meter reading for June totaled 114,048 gallons. System was operational 33% of the time averaging 8.0 GPM. Mass VOC removal was 0.06 pounds for the month and the cumulative is 0.41 pounds. Upper/Lower Macon estimated flow meter reading for June totaled 172,800 gallons . Combined system was operational 20% of the time averaging 20 GPM. Mass VOC removal was 0.04 pounds for the month and the cumulative is 0.26 pounds. TASKS PLANNED FOR JULY 1996: • Monthly sampling of the remediation systems • Continue O &M of systems • Treat Upper Dockery with chlorine PROBLEMS AND DELAYS: • • June 3 -A severe thunderstorm caused an overload of most of the circuits. Fallen trees blocked the entrances. Macon Source Area was down to overloads in the blower circuit breaker. The system was restarted but the Foxboro flow meter had to be sent to the manufacturer. Lower Dockery was down due to blower overloads. System was restarted and is operating normally. Upper/Lower Macon was down due to the blower overloads and circuit breaker being tripped. The system was restarted and appears to be operating normally. June 18 -Timer installed on SVE system and operational. Low water probe at Upper/Lower I I I I I I I I I I I I I I I I I I • • • • • • Macon was fixed and operational. June 20 -Thunderstorms caused a number of trees to fall on the power lines creating a power outage to the entire site. Replaced computer chip at Lower Dockery but probe did not respond. Will need to replace probe. June 26 -Upper Dockery and Macon Source Area were down due to overload circuits. Pee Dee Electric informed us that power surges and outages will continue until the end of summer due to rerunning of several electrical lines in the area. Upper/Lower Macon were down due to power outages. The influent tanks had drained as a result of the system being down. One well is shut off at Upper Dockery, UD2 because the gallery will not take additional water. The Lower Dockery system had more down time than the other systems because of frequent failure of the probe and power outages, which would shut down the system. The probe will be replaced. U/L Macon system down time is contributed to the power outages and probe failure. The probes have been fixed but electrical outages are still occurring. Percent operational for each system: Upper Dockery 33% Lower Dockery 5% Upper Macon 20% Lower Macon 20% Macon Source Area 33% SVE system 100% Respectfully Submitted, ?~~/J .:f. i,.).._((<..e---~r k.e.,_,,,_1 C...11<.Jlpt- Kenny Gulledge Project Coordinator cc: Macon/Dockery Site Group Members Paul Furtick, RMT, Inc. Ms. Nonna Eichlin, COM Federal Programs David Lown, NC Super Fund Section - ------------- UD Influent 2/13/96 ---·--·-·-·11----2/IJ/96 55 2/14/96 2/14/96 2/14/96 ----------------___ 34 1.3 50 ---2/14/96--48 2/15/96 4.5 IJ0E 1.2 ------------11-----·------· -----------f----------------------------------- 2/15/96 ----'5--'.5~--+-----'14--'0__ 1-----·----2 ____ -------- __ _cl.c.4 ___ 1 ______ ~4_ ------1-___ _?6 ___ _ - 4.5 5.3 7.9 7.8 8.3 .. ··--- -8.6 2/16/96 7.5 160 ----111--~~------------1--------1------------1--------1 64 10 ---'--'-----------------------------2/17/96 5.7 180E 1.7 2.1 62 9.4 ---·---------·----2/17/96 5.5 120 2·12°~2~,9~6~--ll----5".4'-------l------'15"'o'=E---l------l.-4 _________ _ -------1----42 ___ ------6.4 2/22/96 ------·-------------2/28/96 2/28/96 ]/8/96 4/3/96 . -------ll--~4/cc-3/~9~6- ·---------5/3/96 . 6/5/96 2/15/96 2/16/96 ----111--~~------2/17/96 2/22/96 -- ------1----------··-------·--------4.9 96 ---'-------1-----·----·------·---·· ----·----·-- -6.4 200E 1.9 -~~---------------------6.8 240 1----------··-5.2 IJ0'F35 1.7 -1------------··--·---· ---3.6 160E I.I --"'3'-'-----1----92 ~=----1----- ------------- ___ 4 ____ 1 _____ 130 ---------·--· 2 110 52 48 19 50 -----------·---55 1.6 38 25 38 5.2 -------1---------------------------------· ---·---------------··----- 2/28/96 ----11---3~/~8,~9~6---11--------1--------~-----------1--------1--------- ----1 ----------- --------------------1----. ---------·-__________ _, ___ _ 4/3/96 5/3/96 6/5/96 . Remediation Performance Standard Note: A blank mean:. below detection limit 3500 ____ 1 __ ----------------- 7 70 200 5.7 5.5 5.3 3.8 5.6 3.9 4.8 2.8 l!!!!li! ------------- -- ·-----·----·---------····-·-· ·--------2/13/96 2/14/96 53 14 52 .....=-2/--'l-'-4/c.9c.6 ___ 1.._ ___ 1 ____________________________________ 1 ____ 1 _________________ _ 1 _______ 11 __ ..,2c_/l'-'4'-'/9'-'6'-----II----'---------__ ·---______ I_ I __________ ?1 _______ 14 __ 1-----I----I-______ _ 2/14/96 -·-----------11----1---- 2.8 2/15/96 1------------- ----1----11-----'IC.9 __ 1 __ 8_1 __ , ___ 5_3 __ , ____ , ___ , __________ _ 2/16/96 2/11/96 2/17/96 ----1----11----1------_______ , _____ , __________ ------------------ 11----1------1 ____ 1 ___ 11 _____ _27 _____ ___:I.cl __ , _____ , _______ ··-______ ---·· _ ----I----I-----I--_J5___1---'-1=-2--+---1----1------~ ·---- - l------11-------1-----1-----· -------·-------------- 2/22/96 __ 10 ____ -------·--· _ ---_ ---___ 1_3 13 11----1---------------------------2/22/96 2/28/96 -----------·-----------··· --------"---1------1----1----1! __ -------7.2._ ___ ----- 2/}~!J_6 __ 1f----l--------------_____ , ____ , ----1-----1-----1----------------- 3/8/96 -·---11----1----·--4/3/96 IC----1---· -· . - - ------·-_____ I I 52 2.8 ----·-··-____ _:!_/}l_9...c6 ___ 11----I 5/3/96 ----------11----1------------6/5/96 16 UD Enlucnt 2/13/96 2/14/96 70'F32 16 71 40 22 14 -11----1-----1----1--~--1--~-1-----+-----I----J-------35•f,3J 15 53 14 11 2/14/96 2/15/96 2/16/96 2/11/96 1------·II·---·--- ·----------- 2/22/96 ----------11----------- 11 56 12 1----1--_E __ ---~~---1---1_4 __ .,. ____ , ___ , _______ ------- 11 53 1----1-----------------II 55 12 -------------------8.3 2G8i!l_6 __ 11 _____________ ... _ _ __ u___ 9.6 10 1-------11---3-18iJ~--II----I-----_..:2:c:5_--l-----1------··--•--=-6~~9-_··_-_-_,:-_-_-_-_-_-_--1 _______ --_ 4/3/96 28 11 50 5 i------··-------s/3/96---ll----i-------~5=-2-------·-·--------·1----1-------------- 6/5/96 3.9 -----.. ______ , __ _ Remediation Pcrformancc Standard IO00 400 3500 50 IO00 50 5000 15 Note: A blanl means below dctec1ion limit ---- -------- - LD Elll_,~eo_t ______ 11 __ 2/~\~3/_9_6_1 ------+---------I---------I 2/14/96 -2/14/96- 2/15/96 2/16/96 2/22/96 "' --------ll--c21"'2-c8/-'-9-'-6-II------I----------·----------------------------1--------- -----1--------1----------1-----------1---------1----J/8/96 Remediation Perfonnance Standard 3500 7 70 5 40 37 15 39 18 200 l!!!lil! ---- ------- --.. (,g/L) LD lnOuent ----2/13/96 6.4 --2114iiii,-8,6 17 ~-11--------1-----1·----I------I 8.3 260 270 -------1------1--~-250 120 2/14/96 ---·----------2/14/96 9 ~~---1-----11-~~-1---------------------·1--~---1-------------8.3 _2=.4c,0 _____ _1__1g ___ _ -----2/14/96 6.6 6.5 ·-·--· 2/15/96 8.4 5.3 200 84 ··--------1-------------------1------1--~-1-----1 _-=cc___ ___ l--~~-ll----'4"'3--+------1-----1----l----'1.:.90:__ __ l--"-8-'-1 --1------1 2/16/96 8.7 2/22/96 5.2 1.8 2ns196 7.4 -----~----1------''.:..4:___ 14 240 240 1.3 120 77 21i8i96--. 6.4 -------- 3/8/96 6.7 95 30 --------· -1-----'--1--------------- ------------1 4/3/96 6.6 ---------160 39 ---------1-----1--------------·--5/3/96 5.4 1----.,'6:CJ'---I---200 _____ 0.~!_ _____ _ 230 46 16 6/5/96 5.2 2.5 LD Efllucnt 2/13/96 -------------l------ ll--'.c2cc11~419cc'-6-ll--------l----l----+-----I------------1-----1----2/14/96 2/15/96 ----------111~2~11'"'6~/9.:.6_11-------1----1------ ___ ------------11-yii/%----------1-----1-----1------1---_ ------ 1------------11 2/28/96 -------1-----1------1--------------------------·---1-----1---···-· .. --_. -·------------11 3/8/96 --------l-------1-----1-------1----------------------1------_ --4/3/96--------I-----I------------ l----------ll-5/Ji9611 _______ __, ____ -------- Remediation Perfonnance Standard 2.8 1000 400 50 1000 50 5000 5 .. -l!!l!l!I 8 II 5 ---- --- -- ---- ____ I}_~---___ C 0~h~lo_m~icco_nn_1 __ 1~, I_-_D_1c-· chlor~~~~ane _ _ __ I, I -Dichloroethem: __ (u (ug/L) (ug/L) Cis/trans-1,2-Dichloroethene (ug/L) -- Tetrachlorocthem: (ug/L) - I? I! 1-Trichloro_~thanc (ug/L) UMSA Influent 2/13/96 15 14 -2--/l--4/_9_6ll---l~.~I ---l---~14----l-----'-I-I __ _ ____ 19 10 II 16 5~ --------------7.3 7.2 2/14/96 ---l----11 -· 1·4···-·--. -------1------11------1---------1---------17 6.1 ·------------------------------- 2/15/96 12 14 ----'-1_1 _____ , ___ ~1~8 _________ ------5.9 ------1 __ 2/1_6!_~-11------1 7.5 ·1---------'21 _ ---------------__ 2!! __ 7/_96_ ---____ , _____ 9_.7 __________ 1 _____ 1_8_ ------------_16 _____________ ~_1 _____ ----_ 7 ------·---·-··------17 -----14 9.7 _______ 11 __ 2_/2_2_/9_6_111 ____ 1_.1 __ 1 ____ 1_0 ____ 1 _____ 17 _________ ___c_:16. ______ 1 _____ c_cl 5:___ __ 1_ __ __ 7j>_ 16 13 12 5.8 2/28/96 3/8/96 4/3/96 5/3/96 --6/5/96-- 2/17/96 2/22/96 2/28/96 3/8/96 4/3/96 5/3/96 6/5/96 Remediation Performance Standard Note: A blanh means below dete,;:tion limit 9.8 7.6 --------------5.5 ----1-----------·-· 4.8 8.7 3500 -------------------------10 10 7.7 4.1 ... ---·--·---16 8.5 7.4 5.-l -----1 12 ---~6.9 ______ 1 ____ 5.7 22 6 6 7 70 200 l!!iE -- - --- - --- - - - - Samp_k _______ 11 __ l_)a_te __ 11 I-~~'------~~~mi_1:1_~~-Barium _M_an~ga_n_e_se_1____,Z~.i'--nc'----__ l:_1:_a~--_ Mercury_ Suspended Solids __ Location (og/L) (og/L) (og/L) (og/L) (og/L) (ug/L) (mg/L) ~!~~hloroethylene Vinyl chloride Benzi;ne Tolul!ne ----------(ug/L) (og/L) (og/L) (og/L) UMSA lnlluent 2/13/96 140 300 55 3_5 21 ~---ll-2-/1-4/-9{--------110 ---_ ___c_l8'-'0'-----I 25 L9 ·------10 1-5 -----------··---. 2/14/96 110 160 17 20 l----------lc----':2'--11-'-5'--19-'-6-11----=---l------1-~~-1-----'--l----1--1'-'0-'-0---1------'-14'-c0--11---+-----1--~~-1-----------2/16/96 120 160 0_22 16 L3 25 2/17/96 24 110 110 1---------te----11-------1------1----e----l----, -----I------C---1---l----1-------·------2/22/96 25 120 65 l---------ll--2/28/96--ll-----=-2 '--I ---l-----l-----l-------l----l-----'l-'-30'-----I ---~52'------I----C---l-----l-----j------- 1------------11------ll-----=-'-------I------I--------'------1--='-----1------'cc__--1----1-----------------------1 ________ 11_3_/819_6 ______ 11 ____ 16 ____ 1 ______ 1 _________________________ l:_:3:_:0 ___ 1 __ c_4l'------I---_______________ __ 4/3/96 18 110 27 8-2 -------------------------------____ , ______ --------. ---------·-----------------1-----1--------------------5/3/96 12 97 21 --·-----------l-6/5/96•-ll------'-13'-------I---L-l--l-------l--3-_6--I------------··go•--l--~l:_:9 __ I---5 UMSA Elllucnt 2/13/96 16 150 330 74 4.2 57 ----ll---2/--14 __ / __ 9 __ 6_11 -------I------I-------I-----------l-----'l-"1-'-0-l---'-19'-'0'-----C--2'--0'------I --------I---·------------- ---------------1--------------1------1---------------------1----1-----1------------------------------------2/14/96 110 160 -----------------------·-------------------------------······ ----------------~---1-----1-------2/15/96 2/16/96 ---···-·------2/17/96----·--------+-----· -+ ----··-··-------- 2/22/96 100 130 120 140 170 120 - 120 70 130 51 2/28/96 1----------ll-----11--------1-------J-----I----I----------·----------1-----1-----------·· 0_26 18 3/8/96 120 37 t----------JI --~4/~3/~9-'-6-ll-------l------l----l------1--------J-~ll:_:O ___ l------'2-'-7--I---I------------l---5-··--· - ------------11-~~ ll-------+--------l ·-----1----1---------•--------'"-----1-~-·------·-· 5/3/96 120 26 -------. ------------·------------6/5/96 2-9 130 22 6 Remedia1ion Perfomtance Standard 1000 50 1000 50 5000 15 LI ote: A b!anh means below detection limit 1!!!118 -------- ---- - --- UM lnllm:nt LM lntlw,:nt U/L Effluent 2/21/96 2/22/96 2/22/96 2/23/96 2/24/96 2125196 2(28/96 3/8/96 3/16/96 ---,------4/3/96 6/5/96 2/21/96 2/22/96 2/22/96 2/23/96 2/24/96 2/2;/96 2/28/96 3/8/96 6/5/96 2/21/96 2/28/96 3/8/96 -------------ll-~3~/1~6~/9-6 4/3/96 ------------11-------5/3/96 6/5/96 Remediation Performance Standard 3.9 ----1·------·----6 4.1 3 4.5 1.5 1.6 1.6 1.4 4.6 1.8 -----------------------1.2 2.2 3.5 5.8 1.4 ----------- ____ ,___ __ ----'4---'.7~ ----________ !_ 4.6 5.5 5.8 6.4 --------··--. .. -----6.4---'-----' 6.6 8.6 8.6 ------~----5.5 1.8 ___ _,_ ________ --------------_ _c9c:.2:___ ____ I----------_ -- 4.4 1.6 6.6 __________ , _____ ----------- 4.9 1.8 7.7 17 15 5.5 2.1 JJ------'1"'5---l-------'2=2'-------____ 8_.4 ____ ----- 14 26 9.1 3,c.3c__ ____ , _________________ _ 4.4 ------4--~ 13 29 I I _____ 4_---'_9 _____ 1 ----'8---'.9'-----1-----3'--0'------l------'-13:___ ___ ----___ 4'-C.9'------, ______ ---------- 8.2 3 I 13 5 3 32 I 5 5.6 ----------------___________________ , ___ ---- 9.5 2.4 ---,--------8.1 ------------2.4 7.3 1.6 1.8 2.6 ___________ :1:3 _____ ----- 8.6 2.7 12 4.7 ------------ 11------0-----------------------------------____ , ______ l_:,_8 __ __ 1______ ___________ 1.6 3500 7 70 5 - 4.6 5.2 4.8 4.8 6 6.9 5 3.8 4.6 4 I.I 1.7 2 2.1 2.7 2.6 2.4 .. ---·---------- - I, I, I-Trichloroethane Location (ug/L) (ug/L) U~_lnll~4:~_!_ _______ 11 ____ 2~/~2~1/9~6_1 11 1 __ _:_ll'---I----________ 1 __ _c5_:_8 __ ,_ _ ___:_14_::0:__ _______ !}______ 12 _________________ 2!1:_2_/9_6 __ 11 __________ 1 ____ 12 _____ 1 ___ 16 __ 1 ___________________ 1 __ _cl:.:9c____ __ 1 __ _clccl_:_O _______ _2,2 _________ 7 ___ _ LM Influent 2/22/96 12 15 36 120 4.8 2/23/96 --------------fi"___ --·--12----· --------------~~419j_ _ ______ , ____ 14 _______________ 9}___ ___ ------ 2/25/96 15 9_2 ------------2/28/96 14 2.9 ]/8/96 ]/16/96 12 12 4/3/96 10 6/5/96 9.8 2/21/96 7.6 2.2 2/22/96 11 3.2 3.2 9.3 12 JI 18 13 110 4.5 _ __c_l_:_10:_____ ____ 3_.6 ___________ _ 110 40 50 3.4 20 50 _ --·-··-·---------1----'9"'.l:_____-_, __ __-:26:__ __ , ___ J --_ _ 10 22 13 68 ---------110 120 5.1 15 -----'-~--'----'=--1------------------------70 120 120 5.6 5 15 77 81 2/22/96 14 ].] 130 120 5.5 f-----------ll-------'--111--------,c---------l--------'---1-----1----1-----0------1-----------------------·-2/23/96 15 3.6 140 130 5 18 17 86 ------86 15 __________ -----ll--'2"/2=-4c,/c,96'--ll----''--'7 ____ 1 ___ 4_:_.5 ___ 1 -l--=-=---l-----'-'16:.:0 __ 11 __ _:_16_:_0:_____ ____ 4c_4 __________ _ 2/25/96 17 4.4 1 __ _:_16:.:0'-----l-'--l'-'6"-0-3.2 2128196 ·II-----, 1-----1---4 -------I ----4-_2---------------1-oo~---150 240 --__ fi ________ -- ------ll----'-111--------1---------1--------l----1--· ·----f-----1------1----· ------------- -----------ll--'J~/8_:_/-c96:___lf-----°'2._:_5 ______ 1 ____ J_.Jc__ ___ f------l·---___________ ._ __ 7:.:2 __ 1 __ _J3______ _ ____________ _ 7 3/16/96 3.4 1.4 53 57 -· . --· ---------- 4 4.7 - --------·---------1 -~4-c.2'-----1----a ______ l---- 5.1 4.9 4.6 4/3/96 5/3/96 72 44 ----· ---·-----------------------· 24 JI 27 --------------21 24 7 5 ~!!--E_lllu:~1! ______ 11 ____ 2_/_2_1/_96_11 ________ 1 ___ . _____ 1 _____ 1 _________ ___?__~ __ 1 __ _:_l_:_00=------I--~~-_____ _'.! ______ _ 2/22/96 130 70 120 120 5.2 -------1--------1-----1-----------1-----J------'---1---------------- 2/22/96 -------II---------I-------I-----------_ __c7=-2 __ 1 __ ___:_l=-20'--_1 __ __:_l_:_2_:_0 __ 1_-"5-'-.7 __ 1 2/23/96 80 140 130 4.9 2/24/96 83 ISO 150 3.7 1-----1------------ -----2/25/96 90 160 2/28/96 32 170 59 3/8/96 39 56 ------11-----11--------1------------1----------------· -------------------------~ -~ 3/16/96 JI 51 4/J/96 1.9 44 54 5/J/96 JI 10 21 ···-------·-·--6/5/96 -----------------2.1 7.5 Remediation Performance Standard 200 2.8 1000 50 1000 50 5000 3.6 15 8 Ill l!l!!!8 I I I I I I I I I I I I I I I I I I I Sample Location VE-01 OW-I OW-2 OW-3 OW-4 OW-5 SVE Exhaust SVE Inlet Line Upper Dockery Air Stack Lower Dockery Air Stack Macon Source Air Stack U/L Macon Air Stack Property Line ote: A blank means below detection limit W•2 and OW-4 are not connected to system Date 2/22196 615/96 2122/96 615196 2122/96 615196 2122/96 615196 2/14/96 2115/96 2116/96 413/96 615196 615196 2/16196 4/3/96 615/96 4/3196 2116196 4/3196 5/3196 615/96 2/16196 5/3/96 615196 2/16196 4/3196 5/3196 615196 Chloroform 1,2-Dichloroethene Toluene mg/m3 mg/m3 mg/m3 i 80 380 ! 45 43 73 57 I 50 ! I I I Well Date Surveyed Depth to Corrected I Number Casing Groundwater Groundwater Elevation (ft) (ft) Elevation (ft) Upper I Dockery MW 15' 2/12/96 257.10 36.47 220.63 2/14/96 257.10 36.96 220.14 I i 2/15/96 257. 10 37.43 219.67 2/23/96 257.10 38.80 218.30 2/28/96 257. 10 37.07 220.03 512196 257.10 38.08 219.02 I 615196 257.10 37.04 220.06 MW 15A 2/12/96 257.29 34.77 222.52 5/2/96 257.29 36.02 221.27 I 6/5/96 257.29 35.96 221.33 MW 18 2/12/96 242.54 30.99 211.55 ! 2/14/96 242.54 32.80 209.74 I 2/15/96 242.54 33.62 208.92 512196 242.54 34.40 208.14 6/5/96 242.54 32.30 210.24 I MW20 2/12/96 265.15 24.34 240.81 2/14/96 265.15 25.34 239.81 2/15/96 265.15 25.65 239.50 512196 265.15 22.47 242.68 I 6/5/96 265.15 27.25 237.90 MW25* 2/12/96 227.33 26.90 200.43 2/14/96 227.33 26.79 200.54 I 2/15/96 227.33 26.83 200.50 2/23/96 227.33 27.80 199.53 2/28/96 227.33 26.09 201.24 I 5/2/96 227.33 25.43 201.90 6/5/96 227.33 25.55 201.78 UD-1 6/5/96 251.50 81.78 169.72 I UD-2 6/5/96 251.42 38.27 213.15 UD-3 6/5/96 249.66 86.42 163.24 UD-4 6/5/96 239.07 92.60 146.47 UD-5 615196 239.02 28.01 211.01 I UD-6 615196 240.91 29.60 211.31 UD-7 6/5/96 255.56 33.67 221.89 UD-8 6/5/96 259.43 34.43 225.00 I I I I I I I I I I I I I I I I I I I I I I I Well Number Lower Dockery MW 16* MW24* LD-1 LD-2 LD-3 LD-4 LD-5 Date 2/12/96 ! 2/14/96 i 2/15/96 2/23/96 5/2/96 615/96 2/12/96 2/14/96 2/15/96 2/23/96 2/28/96 5/2/96 615196 6/5/96 6/5/96 615/96 6/5/96 6/5/96 Surveyed Depth to Corrected Casing Groundwater Groundwater Elevation (ft) (ft) Elevation (ft) 159.97 31.18 128.79 159.97 31.40 128.57 159.97 31.72 128.25 159.97 32.87 127.10 159.97 32.70 127.27 159.97 31.79 128.18 132.99 · 5.74 127.25 132.99 5.75 127.24 132.99 5.95 127.04 132.99 6.90 126.09 132.99 6.15 126.84 132.99 6.56 126.43 132.99 6.35 126.64 161.14 32.71 128.43 154.80 26.93 127.87 150.02 22.64 127.38 148.16 20.67 127.49 168.03 26.49 141.54 I I I Well Date Surveyed Depth to Corrected I Number Casing Groundwater i Groundwater Elevation (ft) (ft) Elevation (ft) Macon Source Area I MW2 2/12/96 231.39 37.20 194.19 4/2/96 231.39 38.33 193.06 5/1/96 231.39 38.78 192.61 I 615196 231.39 38.96 192.43 MW2A* 2/12/96 230.83 37.45 193.38 2/14/96 230.83 37.56 193.27 2/23/96 230.83 39.78 191.05 I 2/28/96 230.83 39.00 I 91.83 5/1/96 230.83 38.68 192.15 615196 230.83 39.18 191.65 I MW3 2/12/96 220.67 26.60 194.07 5/1/96 220.67 28.35 192.32 6/5196 220.67 28.16 192.51 I MW5 2/12/96 234.51 37.62 196.89 4/2/96 234.51 37.94 196.57 5/1/96 234.51 38.02 I 96.49 I 6/5/96 234.51 38.00 196.51 MW6 2/12/96 237.13 39.79 197.34 4/2/96 237.13 41.61 195.52 5/1/96 237.13 41.90 195.23 I 615196 237.13 39.05 198.08 MW7 2/12/96 228.41 35.57 192.84 4/2/96 228.41 36.23 192.18 I 5/1/96 228.41 36.63 I 91.78 6/5/96 228.41 37.05 I 97.49 MW8 i 2/12/96 234.54 39.98 194.56 I 4/2/96 234.54 40.07 194.47 5/1/96 234.54 41.01 193.53 615196 234.54 41.51 193.03 I MW8A 2/12/96 I 234.44 44.83 189.61 4/2/96 234.44 45.53 188.91 5/1/96 234.44 45.81 188.63 6/5/96 234.44 45.73 188.71 I MW9* 2/12/96 254.08 46.60 207.48 i 2/14/96 254.08 46.70 207.38 ! 2/15/96 254.08 47.68 206.40 I 2/23/96 254.08 44.03 210.05 2/28/96 254.08 46.04 208.04 5/1/96 254.08 43.55 210.53 I 615196 254.08 42.89 211.19 I I I I I I I I I I I I I I I I I I I I Well Dale Number ! Macon Source Area MWI0 ' 2/12/96 2/15/96 4/2/96 5/1/96 6/5/96 MW II* 2/12/96 2/23/96 2/28/96 5/1/96 615196 MWIIA 2/12/96 412/96 5/1/96 615196 MW 19* 2/12/96 2/14/96 2123/96 2/28/96 5/1/96 6/5/96 UMS-1 6/5/96 UMS-2 6/5/96 UMS-3 615/96 UMS-4 615196 UMS-5 615196 Surveyed Casing Elevation (ft) 265.51 265.51 265.51 265.51 265.51 271.92 271.92 271.92 271.92 271.92 270.28 270.28 270.28 270.28 236.89 236.89 236.89 236.89 236.89 236.89 238.96 236.31 235.75 236.53 257.62 Depth to Corrected I Groundwater Groundwater (ft) Elevation (ft) 41.03 224.48 40.88 224.63 36.98 228.53 35.76 229.75 35.90 229.61 30.72 241.20 31.00 240.92 30.00 241.92 30.31 241.61 31.41 240.51 30.22 240.06 27.05 243.23 28.05 242.23 30.62 239.66 38.49 198.40 38.82 198.07 40.90 195.99 40.50 196.39 38.44 198.45 37.91 198.98 44.15 194.81 64.75 171.56 43.46 192.29 75.66 160.87 82.55 175.07 D I I I I I I I I I I I I I I I I I I -Well Date Surveyed I Depth to I Corrected Number Casing I Groundwater I Groundwater Elevation (ft) I (ft) I Elevation (ft) Upper Macon MW21* i 2/14/96 155.52 14.52 141.00 i 2/23/96 155.52 15.60 139.92 ' 2/28/96 155.52 14.65 140.87 5/2/96 155.52 14.38 141.14 6/5/96 155.52 15.47 140.05 MW23* I 2/14/96 155.54 4.45 151.09 I 2/23/96 155.54 5.73 149.81 2/28/96 155.54 4.07 151.47 5/3/96 155.54 5.19 150.35 6/5196 155.54 5.59 149.95 UM-I 6/5/96 183.68 37.01 146.67 UM-2 615196 194.13 43.02 151.11 UM-3 615196 180.35 32.17 148.18 UM-4 6/5/96 171.91 21.85 150.06 UM-5 6/5/96 168.32 11.77 156.55 UM-6 6/5/96 173.05 11.72 161.33 UM-7 6/5/96 187.29 54.45 132.84 I • I I I I I I I I I I I I I I I I I Well Number Lower Macon MW4 MW 12 MW 13* MWl4 MW 14R MW22* LM-1 LM-2 LM-3 LM-4 LM-5 Date Surveyed Casing Elevation (ft) 2/14/96 I 184.21 4/2/96 184.21 5/2/96 184.21 6/5/96 184.21 2/14/96 171.98 4/2/96 171.98 512196 171.98 6/5/96 171.98 2/14/96 188.67 2/23/96 188.67 2/28/96 188.67 4/2/96 188.67 5/2/96 188.67 6/5/96 188.67 2/14/96 177.34 4/2/96 177.34 5/2/96 177.34 6/5/96 177.34 2/14/96 175.95 4/2/96 175.95 5/2/96 175.95 6/5/96 175.95 2/14/96 128.25 2/23/96 128.25 2/28/96 128.25 5/2/96 128.25 615/96 128.25 6/5/96 175.68 6/5/96 157.20 615/96 157.09 6/5/96 166.84 6/5/96 186.59 Depth to Corrected Groundwater Groundwater (ft) Elevation (ft) 40.79 143.42 46.08 138.13 45.72 138.49 43.29 140.92 24.87 147.11 26.18 145.80 26.09 145.89 25.97 146.01 49.22 139.45 50.20 138.47 49.25 139.42 50.85 137.82 51.38 137.29 49.88 138.79 34.24 143.10 dry dry dry dry 35.19 142.15 34.50 141.45 38.81 137.14 39.27 136.68 38.85 137. IO 5.73 122.52 6.76 121.49 5.59 [ 122.66 6.87 I 121.38 I 7.05 121.20 69.79 105.89 62.06 95.14 61.16 95.93 68.60 98.24 66.50 120.09 R I • I I I I I I I I I I I I I I I I LABORATORY ANALYTICAL RESULTS SAMPLED 6-5-96 u I I I I I I I I I I I I I I I I SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah. GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS Page 1 DATE/ LOG NO 83313-1 83313-2 83313-3 83313-4 83313-5 SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED UD Influent UD Effluent LD Influent UMSA Influent UMSA Effluent PARAMETER Purgeable Halocarbons (8010) Chloroform, ug/1 1,1-Dichloroethane, ug/1 1,1-Dichloroethene, ug/1 Cis/Trans-1,2-Dichloroethene, Methylene chloride (Dichlorornethane), ug/1 Tetrachloroethene, ug/1 1,1,1-Trichloroethane, ug/1 Trichloroethylene, ug/1 Vinyl chloride, ug/1 Surrogate Brornochlorornethane Surrogate Expected Value Surrogate % Actual Recovery Surrogate Control Limit Date Analyzed Clock ID 83313-1 <2.0 2.0 110 ug/1 <2.0 <4. 0 <2.0 5.2 <2.0 <2.0 24 20 120 'Ir 43-127 % 06.19.96 1A0619 83313-2 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 <1.0 7.3 10 73 % 43-127 % 06.13.96 1A0613 83313-3 <1.0 67 32 1.1 2.0 <1.0 42 5.2 <1.0 10 10 100 % 43-127 'Ir 06.13.96 1A0613 06-05-96/1021 06-05-96/1010 06-05-96/1058 06-05-96/0702 06-05-96/0656 83313-4 <l.0 8.7 22 6.0 <2.0 <1.0 6.0 13 1.1 9.6 10 96 % 43-127 % 06.13.96 1A0613 83313-5 <1.0 <1.0 <1.0 <1.0 <2.0 <1.0 <1.0 <1.0 <1.0 7.2 10 72 % 43-127 % 06.13.96 1A0613 I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace LOG NO: Received: Reported: Revised: g S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Applied Earth Sciences, Inc. I 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 Project: 190-00001-01/MACON DOCKERY I Sampled By: Client REPORT OF RESULTS DATE/ Page 2 I LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED ------------------ ---- ---------------------------------------------- 83313-1 UD Influent 83313-2 UD Effluent ~~:~;:;~i~~;~ ---------1 06-05-96/1010 83313-3 LD Influent 83313-4 UMSA Influent 83313-5 UMSA Effluent 06-05-96/1058 II 06-05-96/0702 06-05-96/0656 ------------------ -------------------------------------------------- PARAMETER 83313-1 83313-2 83313-3 83313-4 83313-5 ------------------------------------------------------------------------------- Purgeable Aromatics (8020) Benzene, ug/1 <2.0 <1.0 <l.0 <l. 0 <l.0 Toluene, ug/1 2.8 3.9 2.5 3.6 2.9 Total Xylenes, ug/1 <6.0 <3.0 <3.0 <3.0 <3.0 Acetone, ug/1 <20 <10 <10 <10 <10 Surrogate a,a,a-Trifluorotoluene 56 27 24 26 30 Surrogate Expected Value 60 30 30 30 30 Surrogate \-Actual Recovery 93 \-90 \-80 \-87 \-100 \- Surrogate Control Limit 41-150 \-41-150 \-41-150 \-41-150 \-41-150 \- Date Analyzed 06.19.96 06.13.96 06.13.96 06.13.96 06.13.96 Clock ID 1A0619 1A0613 1A0613 1A0613 1A0613 Semi volatile Organics (8270) Isophorone, ug/1 <10 <10 <10 <10 <10 Surrogate-NBZ 68 \-66 \-62 \-64 \-64 \- Surrogate-2FBP 64 \-62 \-60 \-60 \-62 \- Surrogate-TPH 76 \-76 \-68 \-72 \-72 \-Date Extracted 06.10.96 06.10.96 06.10.96 06.10.96 06.10.96 Date Analyzed 06.12.96 06.12.96 06.12.96 06.12.96 06.12.96 Batch ID 0610B 0610B 0610B 0610B 0610B Instrument ID MSD5970 MSD5970 MSD5970 MSD5970 MSD5970 ------------------------------------------------------------------------------- Bl II II II II II I I I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I H n I I I I I I I I I I I I I I I I SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES 83313-1 UD Influent 83313-2 UD Effluent 83313-3 LD Influent 83313-4 UMSA Influent 83313-5 UMSA Effluent PARAMETER Beryllium Beryllium (6010), ug/1 Preparation Date Date Analyzed Batch ID Barium (6010) Barium (6010), ug/1 Preparation Date Date Analyzed Batch ID Manganese (6010) Manganese (6010), ug/1 Preparation Date Date Analyzed Batch ID Cadmium (7131) Cadmium (7131), ug/1 Preparation Date Date Analyzed Batch ID 83313-1 ---------- <5.0 06.14.96 06.17.96 0614G <50 06.14.96 06.17.96 0614G <5.0 06.14.96 06.17.96 0614G <0.30 06.14.96 06.17.96 0614C ---------- 83313-2 83313-3 ---------- ---------- <5.0 <5.0 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <50 <50 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <5.0 230 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <0.30 <0.30 06.14.96 06.14.96 06.17.96 06.17.96 0614C 0614C -------------------- Page 3 DATE/ TIME SAMPLED 06-05-96/1021 06-05-96/1010 06-05-96/1058 06-05-96/0702 06-05-96/0656 83313-4 83313-5 -------------------- <5.0 <5.0 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G 130 130 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G 19 22 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <0.30 <0.30 06.14.96 06.14.96 06.17.96 06.17.96 0614C 0614C ---------- ---------- I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue • Savannah. GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS SAMPLE DESCRIPTION, LIQUID SAMPLES Page 4 DATE/ TIME SAMPLED g I I I I LOG NO 83313-1 83313-2 83313-3 83313-4 83313 -5 -------------------------------------------------- UD Influent UD Effluent LD Influent UMSA Influent UMSA Effluent ~~:~;:;~/~~;~---------, 06-05-96/1010 06-05-96/1058 II 06-05-96/0702 06-05-96/0656 ----- ----------------------------- ---------------- PARAMETER Nickel (6010) Nickel (6010), ug/1 Preparation Date Date Analyzed Batch ID Vanadium ( 6010) Vanadium (6010), ug/1 Preparation Date Date Analyzed Batch ID Chromium (6010) Chromium (6010), ug/1 Preparation Date Date Analyzed Batch ID Zinc (6010) Zinc (6010), ug/1 Preparation Date Date Analyzed Batch ID 83313-1 ---------- <40 06.14.96 06.17.96 0614G <50 06.14.96 06.17.96 0614G <10 06.14.96 06.17.96 0614G <20 06.14.96 06.17.96 0614G ---------- 83313-2 ---------- <40 06.14.96 06.17.96 0614G <50 06.14.96 06.17.96 0614G <10 06.14.96 06.17.96 0614G <20 06.14.96 06.17.96 0614G ---------- 83313-3 83313-4 -------------------- <40 <40 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <50 <50 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <10 <10 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G 46 <20 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G -------------------- 83313-5 ---------- <40 06.14.96 06.17.96 0614G <50 06.14.96 06.17.96 0614G <10 06.14.96 06.17.96 0614G <20 06.14.96 06.17.96 0614G ---------- II II II II II 'I I I I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I I u I I I I I I I I I I I I I I I SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Revised: 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client LOG NO 83313-1 83313-2 83313-3 83313-4 83313-5 REPORT OF RESULTS SAMPLE DESCRIPTION, LIQUID SAMPLES UD Influent UD Effluent LD Influent UMSA Influent UMSA Effluent Page 5 DATE/ TIME SAMPLED 06-05-96/1021 06-05-96/1010 06-05-96/1058 06-05-96/0702 06-05-96/0656 -------------------------------------------------------------------- ---------------------- PARAMETER Lead (7421) Lead (7421), ug/1 Preparation Date Date Analyzed Batch ID Antimony (7041) Antimony (7041), ug/1 Preparation Date Date Analyzed Batch ID Mercury (7470) Mercury (7470), ug/1 Preparation Date Date Analyzed Batch ID Cyanide (9010) Cyanide, Total (9010), ug/1 Preparation Date Date Analyzed Batch ID 83313-1 83313-2 -------------------- <3.0 <3.0 06.14.96 06.14.96 06.17.96 06.17.96 0614C 0614C <10 <10 06.14.96 06.14.96 06.18.96 06.18.96 0614D 0614D <0.20 <0.20 06.11.96 06.11.96 06.11.96 06.11.96 0611R 0611R <10 <10 06.17.96 06.17.96 06.18.96 06.18.96 0617S 0617S -------------------- 83313-3 83313-4 83313-5 ------------------------------ <3.0 <3.0 <3.0 06.14.96 06.14.96 06.14.96 06.17.96 06.17.96 06.17.96 0614C 0614C 0614C <10 <10 <10 06.14.96 06.14.96 06.14.96 06.18.96 06.18.96 06.18.96 0614D 0614D 0614D <0.20 <0.20 <0.20 06.11.96 06.11.96 06.11.96 06.11.96 06.11.96 06.11.96 0611R 0611R 0611R <10 <10 <10 06.17.96 06.17.96 06.17.96 06.18.96 06.18.96 06.18.96 0617S 0617S 0617S ------------------------------ 1 • Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 g m I I Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Revised: 02 JUL 96 Project: 190-00001-01/MACON DOCKERY I Sampled By: Client REPORT OF RESULTS DATE/ Page 6 I LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED ------------- - ---- --------------------------------------------------~~:~;:;~i~~;~---------II 83313-1 UD Influent 83313-2 UD Effluent 06-05-96/1010 83313-3 LD Influent 83313-4 UMSA Influent 83313-5 UMSA Effluent 06-05-96/1058 'I 06-05-96/0102 II 06-05-96/0656 ----------------- --------------------------------------------------- PARAMETER Suspended Solids (160.2) Suspended Solids (160.2), mg/1 Date Analyzed 83313-1 <5.0 06.12.96 Batch ID 0612C 83313-2 ---------- <5.0 06.12.96 0612C ---------- 83313-3 ---------- <5.0 06.12.96 0612C ---------- 83313-4 ---------- 5.0 06.12.96 0612C ---------- 83313-5 ---------- 6.0 06.12.96 0612C ---------- II II II 'I I I I I I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I I SL SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC. I I I I I I I I I I I I I I I I I 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client LOG NO 83313-6 83313-7 83313-8 REPORT OF RESULTS SAMPLE DESCRIPTION, LIQUID SAMPLES U/L Effluent UM Influent LM Influent PARAMETER Purgeable Halocarbons (8010) Chloroform, ug/1 1,1-Dichloroethane, ug/1 1,1-Dichloroethene, ug/1 Cis/Trans-1,2-Dichloroethene, Methylene chloride (Dichlorornethane), ug/1 Tetrachloroethene, ug/1 1,1,1-Trichloroethane, ug/1 Trichloroethylene, ug/1 Vinyl chloride, ug/1 Surrogate Brornochlorornethane Surrogate Expected Value Surrogate \-Actual Recovery Surrogate Control Limit Date Analyzed Clock ID 83313-6 <l.0 <1.0 <1.0 ug/1 <l. 0 <2.0 <1.0 <1.0 <1.0 <1.0 7.8 10 78 \- 43-127 \- 06.19.96 1A0619 83313-7 <l.0 4.9 1.8 7.7 <2.0 <1.0 <1.0 9.8 <1.0 7.9 10 79 \- 43-127 \- 06.13.96 1A0613 83313-8 <1.0 12 4.7 3.4 <2.0 <1.0 5.3 4.9 <1.0 8.4 10 84 \- 43 -127 \- 06.13.96 1A0613 Page 7 DATE/ TIME SAMPLED 06-05-96/0716 06-05-96/0719 06-05-96/0726 Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: g S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By:Client I I I Ii LOG NO 83313-6 83313-7 83313-8 REPORT OF RESULTS SAMPLE DESCRIPTION, LIQUID SAMPLES -------------------------------------------------- U/L Effluent UM Influent LM Influent -------------------------------------------------- PARAMETER 83313-6 83313-7 83313-8 ----------------------------------------------------------- Purgeable Aromatics (8020) Benzene, ug/1 Toluene, ug/1 <1.0 2.1 Total Xylenes, ug/1 <3.0 Acetone, ug/1 <10 Surrogate a,a,a-Trifluorotoluene 27 Surrogate Expected Value 30 Surrogate % Actual Recovery 90 % Surrogate Control Limit 41-150 % Date Analyzed 06.19.96 Clock ID 1A0619 Semivolatile Organics (8270) Isophorone, ug/1 Surrogate-NEZ Surrogate-2FBP Surrogate-TPH Date Extracted Date Analyzed Batch ID Instrument ID <10 60 % 56 % 68 % 06.10.96 06.12.96 0610B MSD5970 ---------- <l.0 <1.0 3.2 4.6 <3.0 <3.0 <10 <10 30 31 30 30 100 % 103 % 41-150 % 41-150 % 06.13.96 06.13.96 1A0613 1A0613 <10 <10 92 % 92 % 84 % 84 % 106 % 102 % 06.10.96 06.10.96 06.12.96 06.12.96 0610B 0610B MSD5970 MSD5970 -------------------- Page 8 DATE/ TIME SAMPLED ·····-··--·-·---------111 06-05-96/0116 11 06-05-96/0719 06-05-96/0726 II ---------------------- II II I I I I I I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I 0 SL SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC. I I I I I I I I I I I I I I I I I 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Revised: 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES 83313-6 U/L Effluent 83313-7 UM Influent 83313-8 LM Influent PARAMETER Beryllium Beryllium (6010), ug/1 Preparation Date Date Analyzed Batch ID Barium (6010) Barium (6010), ug/1 Preparation Date Date Analyzed Batch ID Manganese (6010) Manganese (6010), ug/1 Preparation Date Date Analyzed Batch ID Cadmium (7131) Cadmium (7131), ug/1 Preparation Date Date Analyzed Batch ID 83313-6 ---------- <5.0 06.14.96 06.17.96 0614G <50 06.14.96 06.17.96 0614G 7.5 06.14.96 06.17.96 0614G <0.30 06.14.96 06.17.96 0614C ---------- 83313-7 83313-8 -------------------- <5.0 <5.0 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <50 <50 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <5.0 21 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <0.30 <0.30 06.14.96 06.14.96 06.17.96 06.17.96 0614C 0614C ---------- ---------- Page 9 DATE/ TIME SAMPLED 06-05-96/0716 06-05-96/0719 06-05-96/0726 Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Revised: 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS Page 10 DATE/ SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED g I I I I LOG NO 83313-6 83313-7 83313-8 ---------------------- ---------------------------- U/L Effluent UM Influent LM Influent ~~:~;:;~i~;~~---------1: -------------------------- - ----------------------- PARAMETER Nickel (6010) Nickel (6010), ug/1 Preparation Date Date Analyzed Batch ID Vanadium (6010) Vanadium (6010), ug/1 Preparation Date Date Analyzed Batch ID Chromium (6010) Chromium (6010), ug/1 Preparation Date Date Analyzed Batch ID Zinc (6010) Zinc (6010), ug/1 Preparation Date Date Analyzed Batch ID 83313-6 ---------- <40 06.14.96 06.17.96 0614G <50 06.14.96 06.17.96 0614G <10 06.14.96 06.17.96 0614G <20 06.14.96 06.17.96 0614G ---------- 83313-7 83313-8 -------------------- <40 <40 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <50 <50 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G <10 <10 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G 22 24 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G -------------------- 06-05-96/0719 06-05-96/0726 II ---------------------- II II II II II II I I I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I I SL SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC. I I I I I I I I I I I I I I 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client LOG NO 83313-6 83313-7 83313 -8 REPORT OF RESULTS SAMPLE DESCRIPTION, LIQUID SAMPLES U/L Effluent UM Influent LM Influent PARAMETER 83313-6 ----------Lead (7421) Lead (7421), ug/1 Preparation Date Date Analyzed Batch ID Antimony (7041) Antimony (7041), ug/1 Preparation Date Date Analyzed Batch ID Mercury (7470) Mercury (7470), ug/1 Preparation Date Date Analyzed Batch ID Cyanide (9010) Cyanide, Total (9010), ug/1 Preparation Date Date Analyzed Batch ID Suspended Solids (160.2) Suspended Solids (160.2), mg/1 Date Analyzed Batch ID d.O 06.14.96 06.17.96 0614C <10 06.14.96 06.18.96 0614D <0.20 06.11.96 06.11.96 0611R <10 06.17.96 06.18.96 0617S <5.0 06.12.96 0612C 83313-7 83313-8 ---------- - - - - - - - - - - <3.0 <3.0 06.14.96 06.14.96 06.17.96 06.17.96 0614C 0614C <10 <10 06.14.96 06.14.96 06.18.96 06.18.96 0614D 0614D <0.20 <0.20 06.11.96 06.11.96 06.11.96 06.12.96 0611R 0611R <10 <10 06.17.96 06.17.96 06.18.96 06.18.96 0617S 0617S 13 5 .0 06.12.96 06.12.96 0612C 0612C Page 11 DATE/ TIME SAMPLED 06-05-96/0716 06-05-96/0719 06-05-96/0726 Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA 0 SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352·0165 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Mr. Ronald Wallace Revised: 02 96 Applied Earth Sciences, Inc. I 6525 The Corners Parkway, Suite 400 JUL Norcross, GA 30092 Project: 190-00001-01/MACON DOCKERY I Sampled By: Client LOG NO 83313-9 REPORT OF RESULTS SAMPLE DESCRIPTION, LIQUID SAMPLES Trip Blank PARAMETER Purgeable Halocarbons (8010) Chloroform, ug/1 1,1-Dichloroethane, ug/1 1,1-Dichloroethene, ug/1 Cis/Trans-1,2-Dichloroethene, Methylene chloride (Dichloromethane), ug/1 Tetrachloroethene, ug/1 1,1,1-Trichloroethane, ug/1 Trichloroethylene, ug/1 Vinyl chloride, ug/1 Surrogate Surrogate Surrogate Surrogate Bromochloromethane Expected Value % Actual Recovery Control Limit Date Analyzed Clock ID 83313-9 <1.0 <1.0 <1.0 ug/1 <1.0 <2.0 <1. 0 <1.0 <1.0 <1.0 6.9 10 69 % 43-127 % 06.13.96 1A0613 Page 12 Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I I II II II II II II II 'I I I I I I I I I I I I I I I I I I I I I I I SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC, 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client LOG NO 83313-9 PARAMETER REPORT OF RESULTS SAMPLE DESCRIPTION, LIQUID SAMPLES Trip Blank 83313-9 Purgeable Aromatics (8020) Benzene, ug/1 <l.0 <1.0 <3.0 Toluene, ug/1 Total Xylenes, Acetone, ug/1 ug/1 <10 32 30 107 % Surrogate a,a,a-Trifluorotoluene Surrogate Expected Value Surrogate % Actual Recovery Surrogate Control Limit 41-150 % Date Analyzed 06.13.96 Clock ID 1A0613 Page 13 Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Revised: 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client LOG NO 83313-10 83313-11 REPORT OF RESULTS SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES -------------------------------------------------- Practical Quantitation Limit Method Blank 83313-34 Method Blank 83313-12 Lab Control Standard (LCS) Result 83313-13 LCS Duplicate Result ------------------------------------ - ------------------------------ - Page 14 PARAMETER 83313-10 83313-11 83313-34 83313-12 83313-13 ------------------------------------------------- ------------------------------ Purgeable Halocarbons (8010) Chloroform, ug/1 1,1-Dichloroethane, ug/1 1,1-Dichloroethene, ug/1 Cis/Trans-1,2-Dichloroethene, Methylene chloride (Dichloromethane), ug/1 Tetrachloroethene, ug/1 1,1,1-Trichloroethane, ug/1 Trichloroethylene, ug/1 Vinyl chloride, ug/1 Surrogate Bromochloromethane Surrogate Expected Value Surrogate % Actual Recovery Surrogate Control Limit Date Analyzed Clock ID 1.0 1.0 1.0 ug/1 1.0 2.0 l. 0 1.0 1.0 1.0 --------------------------------------- <l.0 <l.0 <l.0 <l.0 <2.0 <1.0 <l.0 <l.0 <l.0 7.5 10 75 % 43-127 % 06.13.96 1A0613 ---------- <l.0 <l.0 <l.0 16 17 <1.0 <2.0 <l.0 <l.0 <l.0 19 19 <l.0 7.6 9.7 11 10 10 10 76 % 97 % 110 43-127 % 43-127 % 43-127 % 06.18.96 06.13.96 06.13.96 1A0618 1A0613 1A0613 ------------------------------ 0 g I I I II II II II II I I I I I I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I D SL SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC, I I I I I I I I I I I I I I I I I 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Revised: 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS Page 15 LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES 83313-10 Practical Quantitation Limit 83313-11 Method Blank 83313-34 Method Blank 83313-12 Lab Control Standard (LCS) Result 83313-13 LCS Duplicate Result PARAMETER 83313 -10 83313-11 83313-34 83313-12 83313-13 Purge able Aromatics (8020) Benzene, ug/1 1.0 <1.0 <1.0 14 15 Toluene, ug/1 1.0 <1.0 <1.0 15 17 Total Xylenes, ug/1 3.0 <3.0 <3. 0 Acetone, ug/1 10 <10 <10 Surrogate a,a,a-Trifluorotoluene 31 32 24 31 Surrogate Expected Value 30 30 30 30 Surrogate % Actual Recovery 103 % 107 % 80 % 103 % Surrogate Control Lindt 41-150 % 41-150 % 41-150 % 41-150 % Date Analyzed 06.13.96 06.18.96 06.13.96 06.13.96 Clock ID 1A0613 1A0613 1A0613 1A0613 ----------------------------------------------------------- -------------------- Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah. GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client LOG NO 83313-10 83313-11 REPORT OF RESULTS SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES Practical Quantitation Limit Method Blank 83313 -34 Method Blank 83313-12 Lab Control Standard (LCS) Result 83313-13 LCS Duplicate Result ------------------ -------------------------------------------------- Page 16 PARAMETER 83313-10 83313-11 83313-34 83313-12 83313-13 ------------------------------------------------------------------------------- Semivolatile Organics (8270) Isophorone, ug/1 1,4-Dichlorobenzene, ug/1 n-Nitrosodi-n-propylamine, ug/1 1,2,4-Trichlorobenzene, ug/1 Acenaphthene, ug/1 2,4-Dinitrotoluene, ug/1 Pyrene, ug/1 Surrogate-NEZ Surrogate-2FBP Surrogate-TPH Date Extracted Date Analyzed Batch ID Instrument ID Beryllium Beryllium (6010), ug/1 Preparation Date Date Analyzed Batch ID 10 5.0 <10 <10 <10 <10 <10 <10 <10 68 'Ir 68 \- 82 'Ir 06.10.96 06.12.96 0610B MSD5970 <5.0 06.14.96 06.17.96 0614G 30 41 32 33 31 42 70 \- 64 \- 80 'Ir 06.10.96 06.12.96 0610B MSD5970 960 06.14.96 06.17.96 0614G 30 40 33 33 31 42 70 'Ir 64 \- 80 \- 06.10.96 06.12.96 0610B MSD5970 952 06.14.96 06.17.96 0614G g I I I I Ii ll II II II II I I I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I I I I I I I I I I I I I I I I I I I SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS Page 17 LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES ----------------------------------------------------------------------------------- 83313-10 Practical Quantitation Limit 83313-11 Method Blank 83313-34 83313-12 83313-13 Method Blank Lab Control Standard (LCS) Result LCS Duplicate Result PARAMETER 83313-10 83313-11 83313-34 83313-12 83313-13 Barium (6010) Barium (6010), ug/1 50 Preparation Date Date Analyzed Batch ID Manganese (6010) Manganese (6010), ug/1 5. 0 Preparation Date Date Analyzed Batch ID Cadmium (7131) Cadmium (7131), ug/1 Preparation Date Date Analyzed Batch ID Nickel (6010) Nickel (6010), ug/1 Preparation Date Date Analyzed Batch ID 0.30 40 <50 06.14.96 06.17.96 0614G <5.0 06.14.96 06.17.96 0614G <0.30 06.14.96 06.17.96 0614C <40 06.14.96 06.17.96 0614G ---------- 997 988 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G 1010 998 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G 5.09 5.00 06.14.96 06.14.96 06.17.96 06.17.96 0614C 0614C 995 985 06.14.96 06.14.96 06.17.96 06.17.96 0614G 0614G ------------------------------ I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Revised: 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS Page 18 LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES ----------------------------------------------------------------------------------- 83313-10 Practical Quantitation Limit 83313-11 Method Blank 83313 -34 Method Blank 83313-12 Lab Control Standard (LCS) Result 83313-13 LCS Duplicate Result -------------------------------------------------------------------- PARAMETER 83313-10 83313-11 83313-34 83313-12 83313-13 ------------------------------------------------------------------------------- Vanadium (6010) Vanadium (6010), ug/1 50 <50 968 956 Preparation Date 06.14.96 06.14.96 06,14.96 Date Analyzed 06.17.96 06.17.96 06.17.96 Batch ID 0614G 0614G 0614G Chromium (6010) Chromium (6010), ug/1 10 <10 978 965 Preparation Date 06.14.96 06.14.96 06.14.96 Date Analyzed 06.17.96 06.17.96 06.17.96 Batch ID 0614G 0614G 0614G Zinc (6010) Zinc (6010), ug/1 20 <20 981 968 Preparation Date 06 .14. 96 06.14.96 06.14.96 Date Analyzed 06.17.96 06.17.96 06.17.96 Batch ID 0614G 0614G 0614G Lead (7421) Lead (7421), ug/1 3.0 <3.0 50.l 51. 0 Preparation Date 06.14.96 06.14.96 06.14.96 Date Analyzed 06.17.96 06.17.96 06.17.96 Batch ID 0614C 0614C 0614C ------------------------------------------------------------------------------- I I I I I II II II II II II I I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I D SL SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC. I I I I I I I I I I I I I I I I I 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES 83313-10 Practical Quantitation Limit 83313-11 Method Blank Method Blank 83313-34 83313-12 83313-13 Lab Control Standard (LCS) Result LCS Duplicate Result PARAMETER Antimony (7041) Antimony (7041), ug/1 Preparation Date Date Analyzed Batch ID Mercury (7470) Mercury (7470), ug/1 Preparation Date Date Analyzed Batch ID Cyanide (9010i Cyanide, Total (9010), ug/1 Preparation Date Date Analyzed Batch ID Suspended Solids (160.2) 83313-10 10 0.20 10 Suspended Solids (160.2), mg/1 5.0 Date Analyzed Batch ID 83313-11 <10 06.14.96 06.18.96 0614D <0.20 06.11.96 06.11.96 0611R <10 06.17.96 06.18.96 0617S <5.0 06.12.96 0612C ---------- 83313-34 83313-12 42.9 06.14.96 06.18.96 0614D 2.91 06.11.96 06.11.96 0611R 220 06.17.96 06.18.96 0617S 101 06.12.96 0612C -------------------- Page 19 83313 -13 41.5 06.14.96 06.18.96 0614D 2.94 06.11.96 06.11.96 0611R 221 06.17.96 06.18.96 0617S 100 06.12.96 0612C ---------- Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS LOG NO 83313-14 83313-15 83313-16 SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES -------------------------------------------------- LCS Expected Value LCS % Recovery/Duplicate LCS Control Limits ----- ------- --------- ----------------------------- PARAMETER 83313-14 83313-15 83313-16 ------------------------------------------------- ---------- Purgeable Halocarbons (8010) 1,1-Dichloroethene, ug/1 20 80/85 % 28-167 % Trichloroethylene, ug/1 20 95/95 % 35-146 % Purgeable Aromatics (8020) Benzene, ug/1 20 70/75 %-39-150 %- Toluene, ug/1 20 75/85 % 46-148 %- Sernivolatile Organics (8270) 1,4-Dichlorobenzene, ug/1 50 60/60 % 47-103 % n-Nitrosodi-n-propylamine, ug/1 50 82/80 % 40-145 %- 1,2,4-Trichlorobenzene, ug/1 50 64/66 %-48-111 %- Acenaphthene, ug/1 50 66/66 %-60-122 %- 2,4-Dinitrotoluene, ug/1 50 62/62 %-42-166 % Pyrene, ug/1 50 84/84 %-46-168 % Surrogate-NBZ 32-117 '!; Surrogate-2FBP 31-118 % Surrogate-TPH 33-141 %- Beryllium Beryllium (6010), ug/1 1000 96/95 % 80-120 % Barium (6010) Barium (6010), ug/1 1000 100/99 %-80-120 % Manganese (6010) Manganese (6010), ug/1 1000 101/100 % 80-120 % Cadmium (7131) Cadmium (7131), ug/1 5.0 102/100 %-80-120 %------------------------------------------------------------ Page 20 g I I I I I II II II II II 11 II II I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I H SL SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC. I I I I I I I I I I I I I I I I I 5102 LaRoche Avenue• Savannah. GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS LOG NO 83313-14 83313-15 83313-16 SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES LCS Expected Value LCS %-Recovery/Duplicate LCS Control Limits PARAMETER 83313-14 83313-15 Nickel ( 6010) Nickel (6010), ug/1 1000 100/98 %- Vanadium (6010) Vanadium (6010), ug/1 Chromium ( 6010) Chromium (6010), ug/1 Zinc (6010) Zinc (6010), ug/1 Lead (7421) Lead (7421), ug/1 Antimony (7041) Antimony (7041), ug/1 Mercury (7470) Mercury (7470), ug/1 Cyanide (9010) Cyanide, Total (9010), ug/1 Suspended Solids (160.2) Suspended Solids (160.2), mg/1 1000 97/96 % 1000 98/96 \- 1000 98/97 % 50.0 100/102 %- 50. 0 86/83 %- 3. 00 97/98 %- 250 88/88 % 100 101/100 % 83313-16 80-120 %- 80-120 % 80-120 %- 80-120 %- 80-120 %- 80-120 %- 80-120 %- 85-115 %- 75-125 %- Page 21 Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Revised: 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS LOG NO SAMPLE DESCRIPTION, AIR SAMPLES Page 22 DATE/ TIME SAMPLED g I I I I -------------------------------------------------------------------- 83313-17 VE-1001 ----------------------1 06-05-96/0901 06-05-96/0909 83313-18 VE-1002 83313-19 VE-1003 83313-20 VE-1004 83313-21 SVE Influent 06-05-96/0906 06-05-96/0855 06-05-96/0925 ---------- - ------- ---------------- -------- ------------------------- - PARAMETER 83313-17 83313-18 83313-19 83313-20 83313-21 Volatile Organic Compounds (NIOSH 1501) Vinyl chloride, mg/m3 <10 <10 <10 <10 <10 Methylene chloride <10 <10 <10 <10 <10 (Dichloromethane), mg/m3 Acetone, mg/m3 <40 <40 <40 <40 <40 1,1-Dichloroethene, mg/m3 <10 <10 <10 <10 <10 1,1-Dichloroethane, mg/m3 <10 <10 <10 <10 <10 1,2-Dichloroethene, mg/m3 <10 <10 <10 <10 <10 Chloroform, mg/m3 <10 <10 <10 <10 57 1,1,1-Trichloroethane, mg/m3 <10 <10 <10 <10 <10 Trichloroethene, mg/m3 <10 <10 <10 <10 <10 Benzene, mg/m3 <10 <10 <10 <10 <10 Tetrachloroethene, mg/m3 <10 <10 <10 <10 <10 Toluene, mg/m3 <10 <10 <10 <10 <10 Xylenes, mg/m3 <30 <30 <30 <30 <30 ------------------------------------------------------------------------------- Ii II II II ii II 11 II I I I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA I I I I I I I I I I I I I I I I I SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Mr. Ronald Wallace Revised: 02 JUL 96 Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 Project: 190-00001-01/MACON DOCKERY Sampled By: Client LOG NO REPORT OF RESULTS SAMPLE DESCRIPTION, AIR SAMPLES 83313-22 SVE Effluent 83313-23 UD Stack 83313-24 Property Line 83313-25 U/L Macon 83313-26 UMSA Stack PARAMETER 83313-22 83313-23 Volatile Organic Compounds (NIOSH 1501) Vinyl chloride, mg/m3 <10 <10 Methylene chloride <10 <10 (Dichloromethane), mg/m3 Acetone, mg/m3 <40 <40 1,1-Dichloroethene, mg/m3 <10 <10 1,1-Dichloroethane, mg/m3 <10 <10 1,2-Dichloroethene, mg/m3 <10 <10 Chloroform, mg/m3 <10 <10 1,1,1-Trichloroethane, mg/m3 <10 <10 Trichloroethene, mg/m3 <10 <10 Benzene, mg/m3 <10 <10 Tetrachloroethene, mg/m3 <10 <10 Toluene, mg/m3 <10 <10 Xylenes, mg/m3 <30 <30 ------------------------------------------------- 83313-24 <10 <10 <40 <10 <10 <10 <10 <10 <10 <10 <10 <10 <30 ---------- Page 23 DATE/ TIME SAMPLED 06-05-96/0935 06-05-96/0959 06-05-96/0838 06-05-96/0950 06-05-96/0845 83313-25 83313-26 <10 <10 <10 <10 <40 <40 <10 <10 <10 <10 <10 <10 <10 50 <10 <10 <10 <10 <10 <10 <10 <10 <10 <10 <30 <30 -------------------- I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: Received: Reported: Revised: S6-83313 07 JUN 96 21 JUN 96 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS Page 24 LOG NO 83313-27 83313-28 83313-29 83313-30 83313-31 SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES -------------------------------------------------- Practical Quantitation Limit Method Blank Lab Control Standard (LCS) Result LCS Duplicate Result LCS Expected Value ----------------------------------------------------------------------------------- PARAMETER 83313-27 --------------------------------------- Volatile Organic Compounds (NIOSH 1501) Vinyl chloride, mg/m3 10 Methylene chloride 10 (Dichloromethane), mg/m3 Acetone, mg/rn3 1,1-Dichloroethene, mg/rn3 1,1-Dichloroethane, mg/m3 1,2-Dichloroethene, rng/rn3 Chloroform, mg/m3 1,1,1-Trichloroethane, mg/m3 Trichloroethene, mg/m3 Benzene, mg/m3 Tetrachloroethene, mg/m3 Toluene, mg/m3 Xylenes, mg/m3 40 10 10 10 10 10 10 10 10 10 30 ---------- 83313-28 <10 <10 <40 <10 <10 <10 <10 <10 <10 <10 <10 <10 <30 ---------- 83313-29 83313-30 83313-31 180 170 200 110 100 100 92 88 100 89 85 100 I I I I I I I I I I I I I Ii II II II II Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA II I I I I I I I I I I I I I I I I I SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. 5102 LaRoche Avenue• Savannah, GA 31404 • (912) 354-7858 • Fax (912) 352-0165 Mr. Ronald Wallace Applied Earth Sciences, Inc. 6525 The Corners Parkway, Suite 400 Norcross, GA 30092 LOG NO: S6-83313 Received: 07 JUN 96 Reported: 21 JUN 96 Revised: 02 JUL 96 Project: 190-00001-01/MACON DOCKERY Sampled By: Client REPORT OF RESULTS LOG NO 83313-32 83313-33 SAMPLE DESCRIPTION, QC REPORT FOR AIR SAMPLES LCS % Recovery/Duplicate LCS % Recovery Limits PARAMETER 83313-32 83313-33 Volatile Organic Compounds 1,1-Dichloroethene Trichloroethene Benzene Toluene Methods: EPA SW-846 Susan H. Norwood (NIOSH 1501) 90/85 % 110/100 % 92/88 % 89/85 % 75-125 % 75-125 % 75-125 % 75-125 % Page 25 I Final Page Of Report I Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD D 5102 l.aRocheAvenue. Savannah. GA31404 D 2846 lnduslrial Plaza Drive, Tallahassae, FL32301 D 414 SW 12th Avenue. Deerfield Beach. FL33442 D 900 Lakeside Drive, Mobile. AL36693 06712 Benjamin Road. Sui1e 100, Tampa, FL33634 D 100Alpha Drive, Suite 110, Destrehan, LA 70047 Serial Number 41.:$ ~ U Phone: (912) 354-7858 Phone: (904) 878-3994 Phone: (305) 421-7400 Phone: (205) 666-6633 Phone: (813) 885-7427 Phone: (504) 764-1100 Fax: (912) 352-0165 Fax: (904) 878-9504 Fax: (305) 421-2584 Fax: (205) 666-6696 Fax: (813) 885-7049 Fax:(504)725-1163 ., :•"' PROJECT REFERENCE PROJECT NO. P.O. NUMBER r;;=;;;;-r------,-lc',-,.-:,1:'c..Y ____________ --:--,---,--i ('(\ A c..o,J /),,[J;cf"fl..-Y l'io-ooco/~ M:J~? ~~~~REOUIR~f\LY$ES •. ,,,_ PAGEi loF) " \ 7 ,, ~ 7 , ~ 7 y C: ? -"' -:> 7 - I. :s ? , ~ 2... ' z, L " /1 DATE TIME R~~VUISHED BY(' >1Ga JURE) . .?' J-, . -- RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE) , • /\lf•.J; i -··,, I \ I \ I I I I I I I I I \ I I I ( \ I I ---- I \ I I ' \ I I \ I I I ' DATE TIME RELINQUISHED BY: (SIGNATURE) /-,/.--ft /•1,)1 DATE TIME RECEIVEDBY:(SIGNATURE) STANDARD □REPORT DELIVERY □ EXPEDITED REPORT DELIVERY(1urdlargeJ / Date Due: REMARKS DATE TIME DATE TIME R~CEIVED FOR LABORAT~~-~:~'.:!~~~~.AJ,~-~~)-1 : DATE __ .-. l?J ?!~.~f~~•;J. ·:_9U_~TOOY l~~CT. :.f!~STQ_OV:S~ALN?, SL·L~ ~~~-:.'(!t{1i~ ~-~RATORY ~~~~~~=]/i};~i~tr·, \;.; t;/,\ii~I:./·\~1~'.J})tf ·2~tti~ . . :,1.,:y&~!f,i,,{<,>>i,;;1'ill~'.¥tii¥i r}\:.i:&/i~J,~ fr~~~iitrrtJ~r f{f:\;:{jif/li;tiX :8J~\~\!f@~li l¥;t:i(fti1ttf4~i1f :; . ~~ti~\;!! . ' .. - - -- - - - ----------SL SAVANNAH LABORATORIES & ENVIRONMENTAL SERVICES, INC. ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD PROJECT REFERENCE CLIENT NAME I \ tt (a,__\ .J),ckc-1 CLIENT ADDRESS (CITY, ST ,.-" :+e.. 1 SAMPLE PROJECT NO. P.O.NUMBER D 5102 La Roche Avenue. Savannah. GA 31404 D 2846 lndus1rial Plaza Drive. Tallahassee, FL32301 D 414SW 12th Avenue. Deerfield Beach. FL33442 D 900 Lakeside Drive. Mobile, AL 36693 . D6712 Benjamin Road.suite 100, Tampa, FL33634 D 100Alpha Drive, Suite 110. Destrehan, LA 70047 . Phone: (912) 354-7858 Phone: (904) 878-3994 Phone: (305) 421-7400 Phone: (205) 666-6633 Phone: (813) 885-7427 Phone: (504) 764-.1100 Fax: (912) 352-0165 Fax: (904) 878-9504 Fax: (305) 421-2584 Fax: (205) 666-6696 Fax: (813) 885-7049 Fax: (504) 725-1183 PAGE OF/ STANDARD lvf~EPORT >'-'\DELIVERY □ EXPEDITED REPORT DELIVERY(surc:harge) REMARKS t 8 f--lL-'--.........,,,.'--"'-----'-----+--I-Pl-+-1--l--+--l--+------1-"---+--+--+--+--ji------~----l -~ ·. 'Ii: i -~·: F--:-..L::.1.1Cf--'::'..<.......s+;~+-,;;;,...V...t;.--+~.i::._,l....l,,U:c..::::..-'----++H+-L--+--+---!---f--.:--J.--J.--+---+-_;_+_-+-______ -l w· it--;:,...,..L.L..~-G-=-c....<_,,_,_~"'""-L-..--t-t--¥-'1-t-...J_--1--+--1-----1--+--'--+---+--+----1--t-------:l..1d RELINQUISHED BY: (SIGNATURE) ,. ,"I• ' DATE TIME UISHED B)'.: (Sf NATURE) . ( : DATE TIME RELINQUISHED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME RECEIVED BY: (SIGNATURE) DATE TIME : LABORATORY USE ONLY