NCD980840409_19961010_Charles Macon Lagoon & Drum_FRBCERCLA RA_Monthly Progress and O & M Report September 1996-OCR

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MACONillOCKERY SITE
CORDOVA, NORTH CAROLINA
MONTHLY PROGRESS AND
O&MREPORT
SEPTEMBER 1996
RECEIVED
OCT 16 7996
SUPERFUND SECTION
6525 The Corners Parkway, Suite 400 • Norcross, Georgia 30092 • Tel: [phone] • Fax; [phone]
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October 10, I 996
Ms. Giezelle Bennett
Remedial Project Manager
US EPA, Region IV
345 Courtland Street
Atlanta, Georgia 30365
Re: Macon/Dockery Site -Cordova, North Carolina
Monthly Progress and O & M Report -September 1996
Dear Ms. Bennett:
On behalf of the Macon/Dockery Site Group ("Group"), the September I 996 Monthly Progress and
0 & M Report is herewith submitted in accordance with SECTION XV -PROGRESS REPORTS
of the Unilateral Administrative Order (effective date -June 30, I 992) for the Macon/Dockery Site.
This report describes activities which occurred during the month of September as part of the
Remedial Design and Remedial Action phase of this project.
PROJECT TASKS INITIATED OR COMPLETED THROUGH SEPTEMBER 1996:
• Monthly sampling of the remediation systems effluent
• Continue O & M of systems .
RESULTS OF SAMPLING AND TESTING AND OTHER DATA RECEIVED:
• Laboratory results for September 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
except for manganese and lead at Upper Macon Source Area with a concentration of 68 µg/L
and 66 µg/L, respectively.
• Upper Dockery flow meter reading for September totaled 2 I 8,330 gallons. System was
operational 77% of the time averaging 3.1 GPM. Mass VOC removal was 0.35 pounds for
the month and the cumulative is 2.33 pounds.
• Lower Dockery flow meter reading for September totaled 63,833 gallons. System was
operational 77% of the time averaging 1.3 GPM. Mass VOC removal was 0. IO pounds for
6525 The Corners Parkway, Suite 400 • Norcross, Georgia 30092 • Tel: (770) 448•4911 • Fax: [phone]
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the month and the cumulative is 1.63 pounds.
Macon Source Area flow meter reading for September totaled 209,649 gallons. System was
operational 53% of the time averaging 4.4 GPM. Mass VOC removal was 0.09 pounds for
the month and the cumulative is 0.80 pounds.
Upper/Lower Macon flow meter reading for September totaled 302,505 gallons. Combined
system was operational 27% of the time averaging 6.4 GPM. Mass VOC removal was 0.05
pounds for the month and the cumulative is 0.76 pounds.
n TASKS PLANNED FOR OCTOBER 1996:
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Monthly sampling of the remediation systems effluent
Evaluate any damage from the recent hurricane
Continue O &M of systems
Check Upper Dockery gallery. The gallery has been taking all of the effluent water and not
overflowing ·
PROBLEMS AND DELAYS:
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September 6 -Macon Source Area and Lower Dockery alarm went off following Hurricane
Fran. Found the power off at both the Macon and Dockery sides. Trees were down on the
power lines.
September 9 -Macon Source Area, Upper and Lower Macon, and SVE systems alarm went
off. Went into alarm condition when power was restored. Dockery still has no power.
September 13 -SVE system down. Found high water level in the moisture separator .
Drained the separator and system operating normally. Upper Dockery alarm went off.
Found high water level in the stripper sump. Drained the sump and the system is now
operating normally.
September 16 -Upper/Lower Macon system down. Found Magnetrol level probe failure .
Replaced and calibrated the probe for Lower Macon. Upper Macon probe on order.
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• September 20 -SVE system short-cycling. Discovered that stormwater from the hurricane
had entered the motor, shorting the windings and ruining the bearings. Replacement motor
will be installed.
• The Upper/Lower Macon were down because of the hurricane and the failure of the probes.
The SVE was down because of the hurricane and motor needing replacement.
• Percent operational for each system: Upper Dockery
Lower Dockery
Upper Macon
Lower Macon
77%
77%
40%
13%
Macon Source Area 77%
Respectfully Submitted,
Kenny Gulledge
Project Coordinator
SVE system 40%
cc: Macon/Dockery Site Group Members
Paul Furtick, RMT, Inc.
Ms. Norma Eichlin, COM Federal Programs
David Lown, NC Super Fund Section
- ---mEI . liiiiiil -liiiil
2/13/96 4.8 I SOE 1.3 1.3 54
2/13/96 7,7 130 33 l---------ill---c2cc/-cl 4"!9c-6o---lf----c4'-c.3---+---8"9C:E~--+-----,-.2-----ll-------_j__---""55:__ ___ l _____ 45-
2/l 4/96 6.5 JOO ---··----·--___ . 34 _ -·-_ __ 5.3
2/14/96 4.4 120E 1.4 1.3 50 7.9
2/14/96 ___ 4 _____ , ____ I_I_O ___ .,_ ____ __ccc__ ____ -----~-~-·--------·---·-·-· 48 7.8
2/15/96 4.5 I JOE 1.2 I .4 54 8.3
2/15/96 5.5 _ ,_, ___ 1_4_~------_-__ 2 --~~-=--~ =-~~~~=------·---56 8.6 2.8
_______ -----___ ~/_16{~---1,_5 _______ ....... 160_________ 64 10
-----·-----~2~·~'---62
42 -------·-·---------------------52
2/22/96 4.9 ----------------·-----------------·-· ----------· 2/28/96 6.4 200E 1.9
48
19
94
6.4
5.7
5.5
5.3 -----------lf--~=~---11---------1---~~ 2/28/96 6.8 240 50 ----·-·· ··--· .
3/8/96 5.2 13o•n5 u -----1----5·5-··--· ··--··--·-·--··· -~---1 ·1-----=--""'----0---3'-'.~8 ---__ _ 413196 -----3.6 ·160E____ 1.1 r.6 38 5.6
l--__ -__ -_-_~9-=2=-~----I-----------I-----~-"-_ -_ -_ -_ -_ -_ --~---2.5----------·------. 3.9
130 ----------38 --.. -------------4.g···-------4/3/96 3
5/3/96 4
110 6/5196 ---2 -------.. -----·---------·---------5.2 2.8
711196 2 77 25 3.6
8/1/96 6.1 220 52 5.7
UD Effiuent 2/13/96
2/14/96 i-------·u---c;2"/l-;4/,;;9o-6--lt-------+--------l----------f------+-------l---------·-------
2/15/96 1-------11-----:21"1"6~/9'°6--·11--------+-------l!-----------l-------~-------1-------•·------
2/17/96
-----'---· --2/22/96 2/28/9-6--ll--------1-------~--1-----------1---------1---------1
i-------n---3"t"8t°"96-;c-----ll-------l--------l----------·1--------l----------l.--------l--___ _
4/3/96
, _____________ --·----
5/3/96 ----1--·--·---------·-· ·--·-·------ . --· -··
615/96 ------,----------1-------f----------------···---------
7/1/96 ------1-----------1--------1--------l--------1--3·2. __
8/1/96
9/4/96
Remediation Performance Standard 3500 7 70 200 2.8 IOOO
Note: A blank means below detection limi1
Gale liE'I ~ ~ liiiiiil liiiiiil
Location
UD Influent 2/13196
2/13/96
1-------lf--~~cc---l!------+---·l--"'2:__ll---=c53:__--1----'-'4.:__,I-----------·-2/14/96
2/14/96
52
2/14/96
2/14196
--·--------1----1-----------
1-------111--~~=--f-----+---1---.:.1:..1 ---5-4 -1---''-'4--1----1-----_
2/15196
2/15/96
1-------III-------______ 1 ____ 1 _ __,l.:.9 __ 1 __ .c8.:.I _1 ___ 5_3 ___ ~ -~--~---·--____________ .. ________ _
2/16/96 II 57 II
2/17196 55 12 8
2/17/96
2/22/96 13 13
2/22/96
2/28/96 II 7.7
2/28196
3/8196
4/3/96 1-------ll----=c~cc_---jf-----+---1----1----1-----1·----,---1
·1----1--11 ______ 52_ __ -------------------· -------------
8
----11----::cc'----lc, ----4/3/96
UD Emuent
5/3/96
6/5/96
~--I---------+----l---1~6---1---5-8-l--•-----f------l-------------------------
__ __,.__ __ -------1----1---'"---1---l-----l·----l---1------··
7/1/96
-811196 ---.
·----·----------l-----
1----1-----•I-----' II 5,5 1----'------------· _5_ ___ --
10
2/13/96 70'F32 16 71 40
2/14/96 53 14 -------56 12 --------53 14
2/14/96 II
2/15/96 12 =--1----1--·---·--------·----··-
2/16/96 53 II
2/17/96 II 55 12
8.3
9.6
2/22/96 ,------~1----::2cc12'cc8cc/9cc6--f-----1----+-~1~3--1----1-__;:=-._~ ___ ~,---l---,-o
3/8/96 25 6.9
4/3/96 28 II 50 5
1-------ll---"5/~3~/9.c6 ___ r------ll--5~2:___l-----l--'-----l------1----1----I--------' 6/5/96
7/1/96
8/1/96
9/4/96
Remediation Performance Standard
Note: A blank muns below detection limit
------_, __ 2_0 __ , ___ 14--l--5-1 -l--~7--I---·-------------g---1
55
400 3500 50 1000 50 5000
lliml' --illil
... -
LO Eflluent --------------· --
2/14/96
2/14/96
2/14/96
2/14/96
2/15/96
2/16/96
2'12/96
2/18/96
2/28/96
3/8/96
4/3/96
5/3/96
6/5/96
8/1/96
2/13/96
2/14/96
2/16/96 2122i96 --
!I!!! liiiiiill liiiiiil Ciiiiiil liiiilil iiiiiil
I.I 33
1.3 !JOE 43 37
80 13
1.6 94E 39 --c--;----t·------o=---t---~---l----~---------------1.8 1.7
15 -
1.2
3.3
2.5
1.2
2
39 -----------64 16 ----------82 32
·1----=---------___ 23___ _____ ,, ___ 2.5 --· 29 --
95
5.8
93E
92
110
79
71
67
83
--------------------
35
100
33
35
47
36
30
32
27
1.7
2.6
1.7
I.I
_______ , ______ ----
31
54
30
30
34
28
2 42 ------------54
,-----·-----1c~2~n~8-/9_6_,, ______ , ___________ ----------------------1--
3/8/96 ------0--------1-----------------------·----
Remediation Performance Standard 3500 7 5 200
Note: A bl&11k means below detection limit
iiiii iiii
--IIIEil iiiili liiii · liiii
LO Influent 2/13/96 6.4 17 260 270 i-----------il-c21~14"19"67 1---.;8';.6---l----l--i;8_-':3-+-----l----ll------jl--'2":,"--o ----·. 120··---------·--
1---------ll-c2cc1~14;-;19co6---II---=---------1-----1------1-----1-----I----------· ------------
2/14/96 9 8.3 240 110
2/14/96 6.6 6.5 -------~---1------1 ·-----------1---------------· ----· --· 2/15/96 8.4 5.3 200 84 1------------11--~~~-11--------l--------l-~c'c--+-----l--·----1------1 ---------i1--'2'c"cc6'c/9cc6'--II s.1 4.3 -190 s1 --·-------
_________ 11 __ 212_2_/9_6_11 =====~s~.2~======:~==::1::.8===:===~13;===~=====:3.::4=====:===::1::4===:=======~t===2t4~0====
1
1_-_-_-_,-2;4e_0_-_·-_·1 =~----------------~~--=-===·---=
1 _________ 11_0 21,,208/;;;9,6 __ 11 ___ ,7c;.4,---i------t--1~.3~---i-------t----l----+--1._,2,.0 __ 1 _ _.7c:7 __ 1 _____ 1 _______ s ___ _, 2/28/96 6.4
3/8/96 6.7 -~9~,--1---·-30---1------1------------
----~Ill?~---11-----6;-_-;6---1------1-----~-----+----1----1---~l-'60~-1~~---}9_-_--1------l-------·-·-
--------11---~']_/96 -· -----~:4 ____ -----1--~~--t-------1----1--1_6 __ 1 ___ 63 ___ 1 200 1---0~.~91---t
6/5/96 5.2 2.5 230 8/1/96 -5.9 1----1-----------1------1 46
110 5
LO Emuent 2/13/96
2/14/96 --ll--:;';;c-c,;;:;-ll-------t----l-----1------1----1----1------------1-----1
2/14/96 ----------r-----r-----1-----t-----1----1-----I----II----I----------II 2/15/96
2/16/96
2/22/96
2/28/96
=-11-------1-----1----1-----l----l-----l-----l-----l-------1-------
=--lll--------l-----l----11--------1------1------1 -----
1-------1-----------f-------5
=--ll-------+----l----ll------l-------1-----1------1-----------·------------3/8/96 1---------11--4;-;13cc19:--6~11-------1-----+---·l-------l----l----l---------·--____ , ___ . _
1----------11----,,-3/-96----------1-------1-----+-----1
Remediation Performance Standard 2.8 IOOO 400 50 1000 -50 5000 5
Note: A blank means below detection limit
iiiiii
- ----liii& iiiii iiiiil --iiiii
(ug/L)
UMSA Influent 2/13/96 14 19 ~===~---lf-C:2'c11"4"'/9C::6-ll---,-1.c-1--jf-------'.C:----1-------'1"'1'-------l--------'1"'0-----l----;~·---·'----H·-· -··--
2/14/96 14 11 l----'-'i7'----·· -·-·---'6.c::l:___
15
14
II
---------;-'.1-1!·'.!t-11-----·l----=---I 14 __ __:II___ ·1.r~·:.~ ..... ::·-·. 5.9
2mt96 ·1----"~8'-1----1------'-:~'--------:-~---1----J/ ...
12
7.5
2/28/96
--.-.. -.. -._-_-.-.. -.. ---.-.-_-,1-_-z.-,.~n-.f')-6-_-.. ll---l-. l--·I------·l----"17:_ ___ --·-··----16 ____ _
·1----"'--· ····----16 13 . -
9.7
10
9.8
15 -------------··---12
7.6
5.8 · 3t81<ii,----10----·· ······-----·,ci·-· --···-· ···-·
:::::::::::::::::-.-·-··---·::==4=
5
;:;;::=:==:~=========t-,---,cc----::::::::::::::::t16~======-·ll---~-----.-8°':>'-:_-_-_-_-___
1
------7.6 7.7 4.1 ----------------5.5 7.4 5.4
·-------jl--~ 12 6.9
6/5/96 22 6
4.8
8.7
5.7 . -
6
---------n--,7,c;/c;;l/"'96:o-·ll------if-----=cc-----l-----'-l '-l ___ , ____ __:6:c.9:__ ____ 1 __ __:4c,.8:__ __ J ___ _.:4:,:.=.3 __
7/30/96 15 10 6.4 4.2
3.8
7.9
UMSA Effiuent 2/13/96
2/14/96 -------------,!·~2",.::14-/9'-6'-ll ----·f---------l·------
2/15/96
2/16/96
2/17/96 2/22/9f--------,-----·--
2/28/96 ---
3/8/96 --· -· ---·-.. --. ··--
----------
1------···--·· _4_!3_!92.__,, _____ , ______ ····· ---·-----···· ···•··· ···-···· --·-· ········ ·-··•· 5/3/96 J---------ll·-6cc1.,.51cc9.::6-11-----ll--------l--------l•----------------I-••-_ ..... -·--
7/1/96
7/30/96
9/4/96
Remediation Performance Standard 3500 7 70 200
ote. A blanh means below detection limit
iiiii
---== liilil iiiiii iiii liiiii -- -
U_M_S_A_I_nfl_u~'-"'-' ---ll--c;';-~;-;-----jf--------,C:-------~-----l-7ec--J--:'.l.c'.9 __ 1-----l-_.'..:14~0'..___f __ _:'_30~0,__j __ 5~--_3_.5_ ------
1.5 110 180
2/13/96 25
2/14/96 10
I 110 160 --20 ··--· ---···--·---• -------·-·
------ll---,~;:';-11-----'-'----+-----l----c'~l-----1----1-__.c~-1--~-------____ _ 1.3 100 140
================::=~~~:~=~~=====~~======~=========~==~:==::===~====~======~-'--=_-}1c.2"'0'---=-=-'.--=-=-=:;1"'6~0-=--.:_-:__-==-=:::: _--_-_-_--_ ~=--0 22 = =·-· _-----=~~---
, __ lccl.c.0 __ , __ ~11"'0'------_____________ -·-··· __
2/14/96 17
2/15/96 16
2/16/96 25
2/17/96 24
2/22/96 25 cc---ll-----'=----l------1----1-----1---·)----')'-'2"-0--J---=6"-5----Ji---l---C----____ _ __
--------1~---'a~c;;'---il------:;o-----l-----l---+---+----l--"13~0--l---"-'52'-----I ---''----'-----'------!. _______ _ 130 41
2/28/96 21
3/8/96 16
4/3/96 18
5/3/96 12 =-:--Jf---~-=----l------l---+-----l------l---1,_.l.::_O __ J __ __::2:'.7 __ 1 _________ 8.2 __ J----I----------___ 1
=-:--ll-----'~---l--~~---l---1-----1-------~9~7 __ , __ __c2ccl __ , ____ , ___ ----·-- . 6/5/96 13 I.I 3.6 130 19 5
7/1/96 12 II I 10 13 5 7/30/96 13 4.5 130 13 6
UMSA Eflluent 2/13/96 16 150 330 74 4.2
2/14/96
2/14/96
110 190 20 -~-,--=-----------------------=--lf------+------l---+----1-----1
2/15/96 ----1--l'-'l-'-O--l----'l-'-60:...__1----l--___j---_____ _
11--------------J----t-----t-----1---1'-'0"-0_-J __ _:l_:_40:...__J ------2/16/96 ·11----Sf-------)------·--·--·--I----I-----f--~13~0_ 170 2/17/96 120 120 ··--------------2/22/96 ---·-----·-------------·----... ------
. 2/28/96 .... -· ----· ---·-.. -- --.
3/8/96 --------··· .. -·----. --
7/1/96
7/30/96
9/4/96
Remediation Performance Standard 2.8
Note: A blanh means below detec1ion limit
2.9
12
II
1000 50
120
130
120
130
110
200
170
1000
70
51
37
22 --------------------14 --··-------------110 41 9.2
68 26 -66
50 5000 15
0.26
-------~ ---
---·-·----
-------
I. I
18
5
6
23
-
-------liiiiil iiii ---
UM Influent 2/21/96 16
2n2196 10 I. I 4.6
1.5 ---------5~5---~---11---~3"·'----· ----'-'c------3.9
---------------•----------11-s'~~+-----f.------~-----?!'---l--___:__~---l-------.!'~---Ji--
-_ -_ -_ -_ -_ -_ -~-4.8 -----· --· .
2/22/96 6 4.1 1.6 5.8 I
-------4-.8---
2/lJ/96 3
2/24/96 1.4
4.5
4.6
1.6 6.4 -----
1.8 6.4 2fl5/96 1.2
2/l8/96 3.5
3/8/96
3/16/96
4/3/96 -·--·---
5.8
4.7
5.5
4.4
2.2
1.4
I
1.8
1.6
6.6
8.6
8.6
9.2
6.6 6/S/96 -7/1/96---3.8 ---;.._c.:c,----1-------',".,------------------
4.9 1.8 7.7
3.8 ·------1--------------1
l----4"·6~---1-----------4 ---·---------------·--------
--7/30/96-------4.1 . 2.1 -------------8.6------------·---
U/L Emucnt
6/5/96 12 4.7 3.4 7/30/96 17 6.6 2/21/96 2n2!96----·--·---·-Ts ____ , __________ _ 212li96------1---------1-----------1---------
2fl3!96
2/24/96
2(15/96
I.I
1.7 -2 --D-----
2~7
2.6 ---T4
7.6
II
___ 14 ------15
17
17
17
2.5
3.4 ----------
----·--------4 -----4.2
5.3
6.7
,-----------------------
1-------1··--·-··· ---•--· --· 1----------------~-----------·---ll---'2;cnc::8/9:=6_11------l-------
3/8/96 ------...J---------1--------1--------·-----------· -----3/16/96 --4,3/96
----1---------1-------------1------·-------,--------l----------------7/1/96 -------11--7/3-0-19611------l--------l--------l-------------------1--------1-----. 9/4/96 --------------1-----------------------------

-

-
Remediation Perfonnancc Standard
Note: A bl1U1k mCMS below detection limit
. 3500 7 70 200
-
-----
LM Influent -----------
iiii iiiii
2/21/96 2.2 9.3 68 110 120 5.1 15
2f22/96 3.2 ---•---70 120 -120 5.6 -----5 12
2/22196 3.3
2!23/96 3.6
2/24/96 4.5
------,-----~'~-,-_-_--+----1---77----!30---120 -------5.5 ----------
;s';';~-l-----'c'c---+--:'~'--1-----1---''"'--1--...'.'""'o~-130 -----··s -·-----------------11 86 160 160 4.4 --·------
2fl5l96 4.4 --,-5---------86 160 160 ---3.2 ----------
2/28/96 4
3/8/96 I.I
~i--+---~---l--'4".2"----l----l---l'cO"'O __ l---""~o,_ 240 __ --~3.3::__~ _____ ____ ·
~~-f-----'",----f-----l-----1--------E..___ S2 ________ !_ ____ _ 3/16/96 1.4
4/3/96 4.7 _ _.c,53'--l---'5"7 __ 1-----
72 44
5/3/96 4.6
6/5/96 4.9
24 1---3~1--•--2~,~----------·---'----
~=-➔---~=---+-~-+---+-=--1---------·'--.:C--------------------
"'c'c-+----"'----~-'4"·6'--1----1------1---"2.'.1 --1--2"4'--I 7/30/96 4.1 20
32
3/8/96 39
3/16/96 31
170
59
56
51
---------~5 ___ 1
6
3.6
8
----
4/3/96 --------------Jl-=~-1 5/3/96
1.9 44
31 10
54 3.6 10 ------21 ---6/5796""----2T------,--~-'---7.5----·l---=c------------------
--------7/1/96 ---------l-----'------'-------1·-----1------1------
l----------il~,cc/JccOc,/9c,6-l~------+-----+----1-----1-----11------------~------1
9/4/96
Remediation Perfom1ance Standard 2.8 IOOO 50 1000 50 5000 15
Note: A blank me.ins below dete,;tion limi1
- - -
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LABO RA TORY ANALYTICAL RES UL TS
SAMPLED 9-4-96
I
I SL SAVANNAH LABORATORIES
& ENYIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone] '
Mr. Ronald Wallace
Applied;Earth Scienc~s, Inc.
6525 The Corners Parkway, Suite 400
Norcross, GA 30092
CC: Dan Arner/BEI·MCLB
LOG NO: S6·85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
LOG NO
85270-1
85270-2
85270-3
85270-4
REPORT OF RESULTS
SAMPLE DESCRIPTION, LIQUID SAMPLES
UMSA Effluent
Page 1
DATE/
TIME SAMPLED
09-04-96/1045
09-04-96/1053
09-04-96/1108
09-04-96/1127
U/L Macon Effluent
U/D Effluent
L/D 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 BromOchloromethane
Surrogate Expected Value . ' Surrogate % Actual Recovery
Surrogate Control Limit
Date Analyzed
Dilution factor
Batch ID
Clock ID
85270-1
<1.0
<1.0
<1.0
ug/1 <1.0
<2.0
<1.0
<1.0
<1.0
<1.0
11
10
110 %-
12-152 %-
09.11.96
1. 0
09098
1A0910
85270-2
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1. 0
<1.0
<1.0
11
10
110 %-
12-152 %-
09.11.96
1.0
09098
1A0910
85270-3
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
10
10
100 %-
12-152 %-
09.11.96
1.0
09098
1A0910
-----------------_,_ ---
85270-4
<1.0
<1.0
<1.0
<1.0
<2.0
<1.0
<1.0
<1.0
<1.0
11
10
110 %-
12 -152 %-
09.11.96
1.0
09098
1A0910
Laboratories in Sala~nah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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SL SAVANNAH LABORATORIES
& EN,VIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
I Mr. Ronald Wallace
Applied1 Earth Sciences, Inc.
6525 The Corners Parkway, Suite 400
Norcross, GA 30092
CC: Dan Arner/BEI-MCLB
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS Page 2
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
85270-1 UMSA Effluent
85270-2 U/L Macon Effluent
85270-3 U/D Effluent
85270-4 L/D Effluent
TIME SAMPLED
09-04-96/1045
09-04-96/1053
09-04-96/1108
09-04-96/1127
PARAMETER 85270-1 85270-2 85270-3 85270-4
Purgeable Aromatics
Benzene, ug/1
Toluene, ug/1
Acetone, ug/1
Total Xylenes, ug/1
(8020)
Surrogate
Surrogate
Surrogate
Surrogate
a,a,a-Trifluorotoluene
Expected·value
<1.0
<1.0
<10
<3.0
26
30
87 % % Actµal Recovery
Control Limit
Date Analyzed
Dilution factor
Batch ID
Clock ID
Beryllium
Beryllium (6010), 1ug/l
Preparation Date
Date Analyzed
Dilution factor
Batch ID
I
41-150 %-
09 .11.96
1. 0
0909B
1A0910
<5.0
09.09.96
09.10.96
1.0
0909E
----------
<1.0 <1.0 <1.0
<1.0 <1.0 <1.0
<10 <10 <10
<3.0 <3 .0 <3. 0
31 27 26
30 30 30
110 % 90 % 87 %-
41-150 %-41-150 %-41-150 %-
09.11.96 09.11.96 09.11.96
1. 0 1.0 1.0
0909B 0909B 0909B
1A0910 1A0910 1A0910
<5.0 <5.0 <5.0
09.09.96 09.09.96 09.09.96
09.10.96 09.10.96 09.10.96
1. 0 1.0 1.0
0909E 0909E 0909E
------------------------------
Laboratories in sar:yah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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SL SAVANNAH LABORATORIES I & ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Ronald Wallace
Appli~d Earth Sciences, Inc.
6525 The Corners Parkway, Suite 400
Norcross, GA 30092
CC: Dan Arner/BEI-MCLB
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
Project:
REPORT OF RESULTS
190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
Page 3
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES TIME SAMPLED
85270-1 UMSA Effluent
85270-2 U/L Macon Effluent
85270-3 U/D Effluent
85270-4 L/D Effluent
85270-1 PARAMETER
Barium (6010)
----------
Barium (6010), ug/1
Preparation Date
Date Analyzed 1
Dilution factor
Batch ID
Manganese (6010)
Manganese (6010) ,. ug/1
Preparation Date
Date Analyzed ;
Dilution factoi
Batch ID
Nickel (6010)
Nickel (6010), ug/1
Preparation Date'
Date Analyzed
Dilution factor
Batch ID ________________ i ___________ _
170
09.09.96
09 .10. 96
1.0
0909E
68
09.09.96
09.10.96
1.0
0909E
<40
09.09.96
09.10.96
1.0
0909E
----------
85270-2
----------
<50
09.09.96
09.10.96
1. 0
0909E
<5.0
09. 09. 96
09.10.96
1.0
0909E
<40
09.09.96
09.10.96
1.0
0909E
----------
85270-3
----------
55
09.09.96
09_10.96
1. 0
0909E
<5.0
09.09.96
09.10.96
1. 0
0909E
<40
09.09.96
09.10.96
1.0
0909E
----------
09-04-96/1045
09-04-96/1053
09-04-96/1108
09-04-96/1127
85270-4
----------
<50
09.09.96
09.10.96
1.0
0909E
13
09 .09 .96
09.10.96
1.0
0909E
<40
09.09.96
09.10.96
1.0
0909E
----------
I Laboratories in Sa~n~h, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA,
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I SL SAVANNAH LABORATORIES
& !ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
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Mr. Ronald Wallace
Applied Earth Sciences, Inc.
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 9'6
Client PO. No.: 190-00001-01
I 6525 ,The Corners Parkway, Suite 400
Norcross, GA 30092
CC: Dan Arner/BEI-MCLB Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS Pag_e 4
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
85270-1 UMSA Effluent
85270-2 U/L Macon Effluent
85270-3 U/D Effluent
85270-4 L/D Effluent
PARAMETER 85270-1 85270-2 85270-3
-------------~---------------------------------------------
Vanadium (6010)
Vanadium (6010), ug/1 <50 <50 <50
Preparation Date 09. 09. 96 09.09.96 09.09.96
Date Analyzeq. 09.10.96 09.10.96 09.10.96
Dilution factor 1.0 1.0 1.0
Batch ID I 0909E 0909E 0909E
Chromium (6010)
Chromium (6010) , ug/1 11 <10 <10
Preparation Date 09.09.96 09.09.96 09.09.96
Date Analyzed 09.10.96 09.10.96 09.10.96
Dilution factor 1.0 1.0 1. 0
Batch ID 0909E 0909E 0909E
Zinc (6010)
Zinc (6010), ~g/1 26 <20 <20
' I • 09.09.96 09. 09. 96 09.09.96 Preparation Date
Date Analyzed 09.10.96 09.10.96 09.10.96
Dilution factor 1.0 1. 0 1.0
Batch ID 0909E 0909E 0909E
-----------------------------------------------------------
DATE/
TIME SAMPLED
09-04-96/1045
09-04-96/1053
09-04-96/1108
09-04-96/1127
85270-4
----------
<50
09.09.96
09.10.96
1.0
0909E
<10
09.09.96
09.10.96
1. 0
0909E
<20
09.09.96
09.10.96
1.0
0909E
----------
Laboratories in St,1nah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Ronald Wallace
Appli_ed Earth Sciences, Inc.
6525 The Corners Parkway, Suite 400
Norcr'oss, GA 30092
CC: Dan Arner/BEI-MCLB
LOG NO: S6-85270
Received: 06. SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS Page 5
DATE/
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
85270-1 UMSA Effluent
85270-2 U/L Macon Effluent
85270-3 U/D Effluent
85270-4 L/D Effluent
PARAMETER
Antimony (7041·)
Antimony (7041), ug/1
Preparation Date
Date Analyzed'
Dilution factor
Batch ID
Cadmium (7131) ·
Cadmium (7131), ug/1
Preparation oate
Date Analyzed·
Dilution factOr
Batch ID '
Lead (7421)
Lead (7421), ug/1
Preparation Date
Date Analyzed ,
Dilution factor
Batch ID
Suspended Solids (160.2)
85270-1
<10
09.09.96
09.13.96
1.0
09090
<0.30
09.09.96
09.11.96
1.0
0909F
66
09.09.96
09.10.96
1.0
0909F
Suspended Solids (160.2), mg/1 16
Date Analyzed: 09.10.96
Batch ID 0910A
85270-2 85270-3
<10 <10
09 .09 .96 09.09.96
09.13.96 09.13.96
1.0 1.0
09090 09090
<0.30 <0.30
09.09.96 09.09.96
09.11.96 09.11.96
1.0 1. 0
0909F 0909F
<3.0 <3.0
09.09.96 09.09.96
09.10.96 09.10.96
1. 0 1.0
0909F 0909F
<5.0 <5.0
09.10.96 09.10.96
0910A 0910A
--------------------
TIME SAMPLED
09-04-96/1045
09-04-96/1053 ~.
09-04-96/1108
09 -04 -96/1127
85270-4
<10
09.09.96
09.13.96
1.0
09090
0.56
09.09.96
09.11.96
1.0
0909F
<3.0
09.09.96
09.10.96
1. 0
0909F
<5.0
09.10.96
0910A
----------
Laboratories in Sav0 ah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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I SL SAVANNAH LABORATORIES
&.ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah. GA 31404 • [phone] • Fax [phone]
Mr. Ronald Wallace
Applied Earth Sciences, Inc.
6525 The Corners Parkway, Suite 400
Norcross, GA 30092
CC: Dan Arner/BEI·MCLB
LOG NO: S6·85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001·01
Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS Page 6
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
85270-5 Trip Blank
PARAMETER 85270-5
Purgeable Hal~carbons (8010)
Chloroform, ug/1
1,1-Dichloroethane, ug/1
1,1-Dichloro~thene, ug/1
Cis/Trans-1,~-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,
Dilution factor
Batch ID
<1.0
<1.0
<1.0
ug/1 <1.0
<2.0
<1.0
<1.0
<1.0
<1.0
11
10
110%
12-152 %
09.10.96
1.0
0909B
Clock ID 1A0910
Laboratories in Sav(2f'ah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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I SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Ronald Wallace
Applie~ Earth Sciences, Inc.
6525 The Corners Parkway, Suite 400
I Norcross, GA 30092
CC: Dan Arner/BEI-MCLB
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01.
Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS Page 7
LOG NO SAMPLE DESCRIPTION, LIQUID SAMPLES
85270-5 Trip Blank
PARAMETER 85270-5
Purgeable Aromatics (8020)
Benzene, ug/1 1
Toluene, ug/1 '
Acetone, ug/1 1
Total Xylenes,, ug/1
Surrogate a,a,a-Trifluorotoluene
Surrogate Expected Value
<1.0
<1.0
<10
<3 - 0
32
30
Surrogate %-Actual Recovery
Surrogate Control Limit
Date Analyzed
Dilution factor
Batch ID
Clock ID
107 %-
41-150 %-
09.11.96
1.0
0909B
1A0910
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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I SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
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5102 LaRochelAvenue • Savannah, GA 31404 • [phone] • Fax [phone]
I
Mr. ;Ronald Wallace
Applied Earth Sciences, Inc.
6525, The Corners Parkway, Suite 400
Norcross, GA. 30092
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
CC: Dan Arner/BEI-MCLB Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 16396091"8
LOG NO
85270-6
85270-7
85270-14
85270-8
85270-9
REPORT OF RESULTS
SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
Practical Quantitation Limits
Method Blank Result
Method Blank Result
Lab Control Standard (LCS) Result
LCS Duplicate Result
Page 8
_____________ L ___ _ -----------------------------------------------------------------
PARAMETER 85270-6 85270.-7 85270-14 85270-8 85270-9
--------------------------------------------------------------------- ----------
Purgeable Halocarbons (8010)
Chloroform, ~g/1
' I / 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 chlorid~, ug/1
Surrogate Bromochlorornethane
Surrogate Expecte_d Value
Surrogate % Actual Recovery
Surrogate Control Limit
Date Analyzed ·,
Dilution facto:p
Batch ID
Clock ID ' ---------------~-------------
I
1.0 <1.0
1.0 <1.0
1. 0 <1.0
ug/1 1. 0 <1.0
2.0 <2.0
1.0 <1.0
1.0 <1.0
1.0 <1.0
1. 0 <1.0
10
10
100 %
12-152 %
09.10.96
1.0
0909B
1A0910
----------
<1.0
<1.0
<1.0 14 13
<1.0
<2.0
<1.0
<1.0
<1.0 23 21
<1.0
11 14 13
10 10 10
110 % 140 % 130 %
12-152 % 12-152 % 12-152 %
09.11.96 09.10.96 09.11.96
1.0 1. 0 1.0
0909A 0909B 0909B
1A0911 1A0910 1A0911
---------- --------------------
Laboratories in Savanhah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA (1
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SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
'
5102 LaRoche:Avenue • Savannah, GA 31404 • [phone] • Fax [phone]
'
I
Mr. ',Ronald Wallace
Appltied Earth Sciences, Inc.
6525: The Corners Parkway, Suite 400
Norc'ross, GA 30092 '
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
CC: Dan Arner/BEI-MCLB Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
85270-6 Practical Quantitation Limits
85270-7 Method Blank Result
85270-14 Method Blank Result
85270-8 Lab Control Standard (LCS) Result
85270-9
PARAMETER
LCS Duplicate Result
85270-6
Purgeable Aromatics (8020)
Benzene, ug/1
Toluene, ug/1
Acetone, ug/1.
Total Xylenes•, ug /1
Surrogate a,a,a-Trifluorotoluene
Surrogate Expected Value
Surrogate % Actual Recovery
Surrogate Control Limit
Date Analyzed
Dilution factor
Batch ID
Clock ID
Beryllium I
Beryllium (601~), ug/1
Preparation Date
Date Analyzed
Dilution factor
Batch ID
1.0
1.0
10
3.0
5.0
85270-7
<1.0
<1.0
<10
<3.0
31
30
103 %-
41-150 %-
09.10.96
1. 0
0909B
1A0910
<5.0
09.09.96
09.10.96
1.0
0909E
----------
85270-14 85270-8
<1.0 13
<1.0 16
<10
<3.0
26 28
30 30
87 %-9 3 %-
41-150 %-41-450 %-
09.11.96 09.10.96
1. 0 1.0
0909B 0909B
1A0911 1A0910
936
09 .09 .96
09.10.96
1.0
0909E
--------------------
Page 9
85270-9
10
11
21
30
70 %-
41-450 %-
09.11.96
1.0
0909B
1A0911
935
09.09.96
09.10.96
1.0
0909E
----------
I . Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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1·sL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
' Mr. Ronald Wallace
Applied Earth Sciences, Inc.
6525,The Corners Parkway, Suite 400
Norcross, GA 30092
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
CC: Dan Arner/BEI-MCLB Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
85270-6 Practical Quantitation Limits
85270-7 Method Blank Result
85270-14 Method Blank Result . .
85270-8 Lab Control Standard (LCS) Result
85270-9 LCS Duplicate Result
PARAMETER
Barium (6010) \
Barium (6010); ug/1
Preparation oate
Date Analyzed!
Dilution factor
Batch ID
I Manganese (6010)
Manganese (6010),
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Nickel (6010)
ug/1
Nickel (6010), ,ug/1
Preparation Da~e
Date Analyzed
Dilution factor
Batch ID
85270-6
50
5.0
40
85270-7
<50
09 .09 .96
09.10.96
1.0
0909E
<5.0
09. 09. 96
09.10.96
1.0
0909E
<40
09. 09. 96
09.10.96
1.0
0909E
----------
85270-14 85270-8
1000
09.09.96
09.10.96
1.0
0909E
1010
09.09.96
09.10.96
1. 0
0909E
1010
09.09.96
09.10.96
1.0
0909E
--------------------
Page 10
85270-9
998
09.09.96
09.10.96
1.0
0909E
1010
09.09.96
09.10.96
1.0
0909E
1010
09.09.96
09.10.96
1.0
0909E
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA n
I
I SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Ronald Wallace
Appl~ed Earth Sciences, Inc.
6525 The Corners Parkway, Suite 400
Norcross, GA 30092
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
CC: Dan Arner/BEI-MCLB Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
85270-6 Practical Quantitation Limits
85270-7 Method Blank Result
85270-14
85270-8
85270-9
--------------1----
PARAMETER
Vanadium (6010)
Vanadium (6010),
Preparation Date
Date Analyzed
Dilution factor
Batch ID
Chromium (6010)
Chromium (6010),
Preparation Date
Date Analyzed
Dilution facto'r
Batch ID
Zinc (6010)
Zinc (6010), ug/1
Preparation Date
Date Analyzed
Dilution facto,;-
Batch ID
Method Blank Result
Lab Control Standard (LCS) Result
LCS Duplicate Result
85270-6 85270-7
ug/1 50 <50
09.09.96
09.10.96
1.0
0909E
ug/1 10 <10
09.09.96
09.10.96
1.0
0909E
20 <20
09.09.96
09.10.96
1.0
0909E
-------------------------------------------------
85270-14 85270-8
964
09.09.96
09.10.96
1.0
0909E
986
09.09.96
09.10.96
1.0
0909E
982
09.09.96
09.10.96
1.0
0909E
--------------------
Page 11
85270-9
961
09.09.96
09.10.96
1.0
0909E
985
09.09.96
09.10.96
1. 0
0909E
982
09.09.96
09.10.96
1.0
0909E
----------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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& ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche'Avenue • Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Ronald Wallace
Applied Earth Sciences, Inc.
6525, The Corners Parkway, Suite 400
Norcross, GA 30092
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
CC: Dan Arner/BEI-MCLB Project: 190-00001-01/MACON DOCKE~Y
Sampled By: Client
Code: 163960918
REPORT OF RESULTS Page 12
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
-----------------------------------------------------------------------------------' 85270-6 Practical Quantitation Limits
85270-7 Method Blank Result
85270-14
85270-8
85270-9
PARAMETER
Method Blank Result
Lab Control Standard (LCS) Result
LCS Duplicate Result
85270-6 85270-7 85270-14 85270-8 85270-9
-------------------------------------------------------------------------------
Antimony (7041)
Antimony (7041), ug/1 10 <10 53.6 53.6
Preparation Date 09.09.96 09.09.96 09.09.96
Date Analyzed 09.13.96 09 .13 .96 09.13.96
Dilution fact',or 1. 0 1.0 1.0
Batch ID 09090 09090 09090
Cadmium (7131) 1
Cadmium (7131), ug/1 0.30 <0.30 4.64 4.70
Preparation Date 09.09.96 09.09.96 09.09.96
Date Analyzed' 09.11.96 09.11.96 09 .11. 96
Dilution factOr 1.0 1.0 1.0
Batch ID 0909F 0909F 0909F
Lead (7421)
Lead (7421), ug/1 3.0 <3.0 48.2 49.0
Preparation Date 09. 09. 96 09.09.96 09 .09 .96
Date Analyzed , 09.10.96 09.10.96 09.10.96
Dilution factor 1.0 1.0 1.0
Batch ID 0909F 0909F 0909F
Suspended solids (160 .2)
Suspended Solids (160.2), mg/1 5.0 <5.0 87 80
Date Analyzed 09.10.96 09.10.96 09.10.96
Batch ID 0910A 0910A 0910A -------------------------------------------------------------------------------
Laboratories in Savannah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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& ENVIRONMENTAL SERVICES, INC.
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5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. Ronald Wallace
Applied Earth Sciences, Inc.
6525 1The Corners Parkway, Suite 400
Norcross, GA 30092
LOG NO: S6-85270
Received: 06 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
CC: Dan Arner/BEI-MCLB Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS Page 13
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
-----------------------------------------------------------------------------------
85270-10 LCS Expected Value
85270-11 LCS % Recovery/Duplicate
85270-12 LCS Control Limits
-----------------------------------------------------------------------------------
PARAMETER
Purgeable Halocarbons (8010)
1,1-Dichloroethene, ug/1
Trichloroethylene, ug/1
Purgeable Arom,atics (8020)
Benzene, ug/1
Toluene, ug/1'
Beryllium
' Beryllium (6010), ug/.1
Barium (6010)
Barium (6010), ug/1
Manganese (6010)
Manganese (6010), ug/1
Nickel (6010)
Nickel (6010)~ ug/1
Vanadium (6010)'
Vanadium (6010°); ug/1
Chromium (6010),
Chromium (6010), ug/1
Zinc (6010)
Zinc (6010), ug/1
Antimony (7041)
Antimony (7041), ug/1
Cadmium (7131)
Cadmium (7131), ug/1
85270-10
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20
20
20
20
1000
1000
1000
1000
1000
1000
1000
50
5.0
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85270-11 85270-12
--------------------
70/65 %-10-232 %-
115/105 %-28-196 %-
65/48 %-23-168 %
80/55 %-33-167 %-
94/94 %-80-120 %-
100/100 %-80-120 %-
101/101 %-80-120 %-
101/101 %-80-120 %-
96/96 %-80-120 %-
99/98 % 80-120 %
98/98 % 80-120 %-
107/107 % 80-120 %
93/94 %-80-120 %-
--------------------
Laboratories in Sav(jah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
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SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
5102 LaRoche Avenue• Savannah, GA 31404 • [phone] • Fax [phone]
Mr. ,Ronald Wallace
Applied Earth Sciences, Inc.
6525 The Corners Parkway, Suite 400
Norcross, GA 30092
CC: Dan Arner/BEI-MCLB
LOG NO: S6-85270
Received: o·6 SEP 96
Reported: 18 SEP 96
Client PO. No.: 190-00001-01
Project: 190-00001-01/MACON DOCKERY
Sampled By: Client
Code: 163960918
REPORT OF RESULTS Page 14
LOG NO SAMPLE DESCRIPTION, QC REPORT FOR LIQUID SAMPLES
-----------------------------------------------------------------------------------
85270-10 LCS Expected Value
85270-11 LCS % Recovery/Duplicate
85270-12 LCS Control Limits
-----------------------------------------------------------------------------------
PARAMETER 85270-10
Lead (7421)
Lead (7421) ," ug/1 50
Suspended Solids (160.2)
Suspended So.lids (160. 2) , mg/1 100
-------------,----------------
Methods: EPA SW-846
85270-11
96/98 %
87/80 %
85270-12
80-120 %
75-125 %
I ~ /\,l~J
Lisa G. McLeod
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Final Page Of Report
Laboratories In Sa~ah, GA • Tallahassee, FL • Tampa, FL • Deerfield Beach, FL • Mobile, AL • New Orleans, LA
----.. -a! == llai iiii ----~rial.,, -,j~ -SL SAVANNAH LABORATORIES
& ENVIRONMENTAL SERVICES, INC.
ANALYSIS REQUEST AND CHAIN OF CUSTODY RECORD
PROJECT REFERENCE . PROJECT NO. .. -P.O. NUMBER
~5102 LaRocheAvenue, Savannah, GA31404 'b 2846 Industrial Plaza Drive. Tallahassee. FL 32301
D 414 SW 12th Avenue. Deerfield Beach. FL33442
D 900 Lakeside Drive. Mobile. AL 36693
D 6712 Benjamin Road, Suite 100, Tampa, FL 33634
D 100Alpha Drive. Suite 110. Destrehan. LA 70047
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
Phone: [phone]
-1/l(A,~-j,;,.v=i_)(" l'fO-tJ•oo/-OI l"(,o-oxoJ-o/ M:J~? I REQUIRED ANALYSES
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
Fax: [phone]
PAGE
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DATE TIME NO. SAMPLE IDENTIFICATION / ~-"' 0/ NUMBER OF CONTAINERS SUBMITTED REMARKS '<
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LABORATORY USE ONLY
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