8801_ROSCANS_1996

January 18, 1996
+
'JAN 1996
RECEIVED
SWS-WSRO
-. IO' -• ·
Mr. Bob Gussman
Ecusta Paper
P.O. Box 200
Pisgah Forest, NC 28768
RE: Status of Ecusta Paper Industrial Landfills:
Dear Mr. Gussman:
Transylvania County, Permit Number 88-01
Transylvania County, Permit Number 88-05
The purpose of this letter is to inform the owner/operator of the referenced facilities of their
responsibilities under the recently adopted industrial waste rules.
Rule .0503(d)(iii) of the solid waste management rules codified at ISA NCAC 13B requires that
operators of new industrial waste landfills (ILFs ), lateral expansions of existing ILFs, and ILFs
operating on or after January 1, 1998, shall submit to the Division a design that satisfies one of
the following criteria:
(A) a design that will ensure that the ground water standards established under 1 SA
NCAC 2L will not be exceeded in the uppermost aquifer at the compliance boundary
established by the Division in accordance with ISA NCAC 2L. The design shall be
based upon modelling methods acceptable to the Division, which shall include at a
minimum the following factors:
f (I) the hydrogeologic characteristics of the facility and surrounding lands;
(II) the climatic factors of the area; and
(Ill) the volume and physical and chemical characteristics of the leachate, or
(B) a design with a leachate collection system, a closure cap system, and a composite
liner system consisting of two components: the upper component shall consist of a
minimum 30-mil flexible membrane (FML), and the lower components shall consist of at
least a two-foot layer of compacted soil with a hydraulic conductivity of no more than
lx1Q·7 cm/sec. FML, components consisting of high density polyethylene (HDPE) shall
be at least 60-mil thick.
An existing landfill is defined as a landfill that is receiving waste on October 1, 1995, the
effective date of this rule and is not a new landfill. A lateral expansion of an existing landfill is
Mr. Gussman
January 18, JiJ 96
Pa e 3 .\ g ·.·1·r , 'I
.......... ~
n·,,., . '\. '·'i.
As stated pre\;'io,l).sly, if a lateral expansion of an existing landfill or a new landfill is proposed,
the submittal of a complete permit application will be required.
This letter serves as notification to the owner/operator that the information previously
described as necessary to begin a preliminary evaluation of the referenced facilities should
be submitted to the Division by July 1, 1996.
If there are any questions regarding this letter, please call Greg Eades at [phone]
extension 344.
Sincerely, ..
James C. Coffey, Supervisor
Permitting Branch
Solid Waste Section
cc: Dexter Matthews
Greg Eades
Julian Foscue~
Jim Patterson
./
Ecusta a division of P.H. GLATFELTER co.
P.O. BOX 200 • PISGAH FOREST, NORTH CAROLINA 28768-0200
TELEPHONE [phone]
R. J, GUSSMAN
Director, Environmental Affairs
Tel. [phone]
Fax [phone]
Mr. Bobby Lutfy, Hydrogeologist
Solid Waste Section
Division of Solid Waste Management
P. 0. Box 27687
Raleigh, North Carolina 27611-7687
Subject: N.C. Permit No. 88-01
Transylvania County
Dear Mr. Lutfy:
February 2, 1996
Enclosed are updated laboratory data sheets from the January 16
sampling with the additional TDS results. Please note that the samples
for TDS were analyzed thirteen days after the samples were collected,
exceeding the recommended seven-day holding time by six days.
If you have any questions regarding this data, please call either me at
704/877-2347 or C. N. Carter at 717 /225-4711.
RJG
jh
Enclosure
cc: Jim Patterson -Asheville ·v"
C. N. Carter
Sincerely,
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April 8, 1996
Ecusta
Post Office Box 200
I !
RECEIVED
APR 1 U 1995
ENVIRONMENTAL AFFAiRS
Pisgah Forest, North Carolina 28768
ATTENTION:
Reference:
Dear Bill:
Mr. Bill Ashebrook
MARCH, 1996 SAMPLING AND ANALYTICAL RESULTS
Ecusta Treatment Facility
Pisgah Forest, North Carolina
S&ME Project No. 1264-91-192
Enclosed is a copy of the analytical results of March, 1996 monitoring wells and stream
sampling at the referenced site. As you requested, monitoring wells Q88V2, Q88V3,
Q88V4, and Q88V5 were sampled by S&ME, Inc. on March 12, 1996. Two stream
samples (S-1 and S-2) were also collected on this data. S-1 was collected upstream at
the fence line. S-2 was collected downstream below the junction of the two streams.
Included in this report is a table of Field Measurements and a Sample Collection
Summary Sheet for each well and stream sample. In them you will find pH, temperature,
and specific conductivity measurements which were recorded during purging of the wells
and stream sampling.
/
S&ME, Inc. 155 Trodd Street, Spartanburg, South Carolina 29.301. (864) 574-2.360, Fox (864) 576-87.30
Greenville, South Carolina, (864) 2.32-8987
• ,:;,,
S&ME . . . If ou have any appreciates the opportunity to be of service to you on this project. Y
questions regarding this report, please do not hesitate to contact us.
Sincerely,
S&Me, Inc.
~ (de.,)
Lanny L Q(.lj,~
Envir O ry 0 nrnental Scientist
~·~ J-. N ,v./~ athan w·11·. Pro· 1 ,ams, P.G.
Ject Geologist
NW1LW1 csg
WATER
WELL LEVEL
NUMBER {ft)
Q88V2 54.82
Q88V3 4.20
Q88V4 7.98
Q88V5 5.91
S-1 N/A
S-2 N/A
wp/6491192/sample.mar
FIELD MEASUREMENTS
MARCH 12, 1996
ECUSTA TREATMENT FACILITY
S&ME PROJECT NO. 1264-91-192
VOLUME
PURGED TEMPERATURE CONDUCTIVITY
{gal) {oc) {um hos)
2.5 12 10
5.0 12 10
7.5 12 10
2 11 290
4 12 320
6 12 390
8 12 410
2 10 370
4 10 370
6 Dry Dry
2.5 8 630
5.0 8 700
7.5 8 710
Sample 9 50
Sample 13 240
pH
5.8
5.3
5.1
5.8
5.8
6.1
6.1
6.6
6.6
Dry
5.5
5.5
5.5
6.9
7.1
S&ME appreciates the opportunity to be of service to you on this project. If you have any
questions regarding this report, please do not hesitate to contact us.
Sincerely,
S&ME, Inc.
6rKQW,~(k)
Environmental Scientist -,
~·~J~
Nathan Williams, P.G.
Project Geologist
NW/LW/csg
!'! SAM.PLE COLLECTION
SUMMARY SHEET
General
.s&ME
EtMRONMENTAI. SERVICES
ENGINEERING • TESTING
1. Job Name:
3. Sampled By: _ ..... L=u.t2J.>bVc..Ji?u£<-..::q.1'-------------
5. Location: P:s .. 1 ...... ),. r::~-l'e.."'->-1-, Al~<:-.
2. Project No.: 12-1, 4 -~ J -, 5: 2--
4. Weather: S./ •"Y''1 /6r2 f
6. Well#: ~~V 3
7. Well Condition: _ __.OloL_.c:k...=------------8. Personnel Present _..1.L __ ..!::t1J.lv-'~e...<1..!;r,__ ____ _
Water Level Information:
1. Date: 3/rz .. )e;r,, 2. TI me: --Lt..£3..:..: ..,,?A~---3. State Water Level: __ 4...L-·..;:;2--_o ___ Fl Below M.P.
~DescriptionclMeasuringPoi~(M.Pt --~~~~~------------------------~ 3' 5. Height of M.~below (Circle) Land Surface: ----"==-----------------------
a M~~~~~~~~~urem~-~E~/~~~~=·~~~~~~~~f~~------------------
Evacuation Procedure (Wells):
1. Date: ?.>/n, /t; l, 2. Time Evacuation Started: __ ,...:3;_·_· 1::..;2-=---3. Time Evacuation Finished: --'-;...:::3:;....._:.4-...:...-2-__
5. Total Well Depth: __ ..:./....::-'15::..:.·-=3::;..:l,=------Fl Below M.P. 4. Method of Evacuation: _-g-=-=C\,_,_;_/-=e.-r..,__ _____ _
6. Casing Diameter (D): --"""'2.::...._ __ Inches 7. HT. of water column (H -Well Depth -Water Level): /q./t.-Ft
8. Volume of Water in Well (0.041 D2H) = ___ _;_o_. _l~'--5" ___ ~X.,.__L..l'"t...i..:....:· l-"l,'---=----"2-________ Gallons
(Well Volume X #Volumes= Total Gallons Purged)
a Decon~minationProcedur~--~~~'~~~~~4~:_I=~~------------------------
Meter Calibration:
Buffer pH 7.0 '].o
Actual
Record of Well Evacuation
Vol. Purged (Cummul. Gals)
Water Temperature (F)~
pH (Standard Units)
Specific Cond. (M/MHOS)
(PPM)
Turbidity (Subjective)
Odor (Subjective)
Other:
Buffer pH 4.0 or 10.0 4.D
Actual
Z--~
I I " !~"
s.~ 5. <zl
z qo 3 '2,..-0
Md #1~-fJ.
0 c,
/Oo Cond: J /0
Standard Actual
~ ~ -s~ . _11 /e..
I
·/2-0 I 2,.,, I z. O
C-. J k... I t. 2-
s9o 41-0 4 ~f)
/VJ#J, /vJ,,, /J. ,;t,1,J.
0 (!,) 0
Sampling Information
1. Date: 3/,-:z./1ta 3. Sample Containers (Number/Size/Type): 1/s-.,o..,.!IF; 1/t.Jo,.,1}
4. Analyses requested: -L~~!U...:.!'+-...L.lo(..Ll....e..:~Zr-lL..ll.=.:!o..Lk!Z~4-£':::i:.1'!l.l!~~4-.::::::;;2'.ll.!:l~~LJ---'T!__.1..~L--------
5_ Samples Filtered: 6. Filtration Equipment:
7. Samples Preserved: ---'-~:c.._________ 8. Preservative: --'-1_,_..f.c::~ .... I.,_, -!..L~--"-,;:,..+--='E.=-~e.--'t.--=-------
9. Lab Performing Analyses: 10. Sample Type: Well _-1'. ____ ; Stream------
Remarks:---------------------------------------~
s,,.,e sFe-001 This document was prepared pursuant to a specific agreement to address the unique requirements of an S&ME client. Prior to further use. an
1REV e,931 S&MF.: professional should be contacted tor a compfete explanation of its preparation and contents.
·'i SA~PLE COLLECTION
SUMMARY SHEET
General
.SIME EJMiONMEHTAL SERVICES
ENGINEERING • TESTING
1. Job Name: 2. Project No.: / Z.t, ':/ -S J - , 5: 2-
3. Sampled By: La,Jg,c1 _
5. Location: P,se1 r. h b-:o...--es-1-,
7. Well Condition: _ __..O..c......JI<-:=-------------
4. Weather: :Sv '"'""1 /C:c>s2 f
6. Well#: ~~ V 4
8. Personnel Present _ _..[ __ ...,.o""'v:1::;....:::<?.l'f"-'-'T"I-------
Water Level Information:
1. Date: 3}rz,)qr., 2. Time:--=--' ..:c..z._·_.t.J..,___,.6'--__ 3, State Water Level: ___ 7_. 9""---"i{=--__ Ft Below M.F
~Description~MeasuringPoi~(M.Pt -~~d-~~------------------------
5. Height of M.~below (Circle) Land Surface: ---"""'-----------------------
a M~~~~-~~M~urem~t-~~~l~~~~~.~~~~~-~~~~f~~~------------------
Evacuation Procedure (Wells):
1. Date: 3/,2-}e1l 2. Time Evacuation Started: _ _,_1-'2-'--":5j"-=-o __ 3. Time Evacuation Finished: _1~3_:_o~o __
4. Method of Evacuation: _6=-c..c..>"'-'-;-"'/=e,,r-'--------5. Total Well Depth: ---'-1_9.;_._t>_,_/ _____ Ft Below M.P.
6. Casing Diameter (0): __ _;;z.. ___ Inches 7. HT. of water column (H -Well Depth -Water Level): 1/.03 Ft
8. Volume of Water in Well (0.041 02H) = __ _.C-2-..c• __ J_t,""'~"-----X~ ...... l~/.-o~3"----=~--/-. ....a~=c...-=2-=-------Gallons
(Well Volume X # Volumes = Total Gallons Purged)
aDKontamin~onPro~dure: __ ~~~'~J-~~~c-·~;I=~~----------------------~
Meter Calibration:
Buffer pH 7.0 '].o
Actual
Record of Well Evacuation
Vol. Purged (Cummul. Gals)
Water Temperature (F){(g2,
pH (Standard Units)
Specific Cond. (M/MHOS)
(PPM)
Turbidity (Subjective)
Odor (Subjective)
Other:
Sampling Information
1. Date: '3 /n.,/t:tl
Buffer pH 4.0 or 10.0 4.o
Actual
?--t./-
IO" IO O
(,. (., (,.l
5'7D 3 r-;t)
/o,.J Io ,~J
0 0
/oo Cond: J /0
Standard Actual
(, "S.-,.JL
I v
In o
I l.l
-11 37D
I /o,,.J
I 0
4. Analyses requested: -..L..:!.l-t,~"'"-L:.,,,+-__."-"'-_,_,_"""-LJ:.o<.~----"--=....;=-:wr.,..:=~~...c.n.LC...=..e::,,...+-"""Hr--i"=-~~--L--4.~;i__----
5. Samples Filtered: 6. Filtration Equipment
7. Samples Preserved: -~'""--='---------8. Preservative: _.....t/i'-"c.~/,_,_,_~-::=-:!H----==---'--------
9. Lab Performing Analyses: iO. Sample Type: Well -~-----:Stream------
Remarks:--------------------------------------~
S&ME SFE,001
!REV 8193)
This document was prepared pursuant to a specific agreement to address the unique requirements of an S&ME client Prior to further use, an
S&ME professional should be contacted for a complete explanation of its preparation and contents.
/;) SAM,PLE COLLECTION
SUMMARY SHEET
General
.SIME
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
1. Job Name: 2. Project No.: 12-f.e lf -q 1 -I 5: 2-
3. Sampled By: -~L=,,...,, sl"""'e"-',c"--"l1'-------------
5. Location: Es,t,.., l4 r=~-t"€.-"'->+-, ,.) _c:__ •
4. Weather: Sv ,,....,,...., /C.,q I
6. Well#: cps~ V ~
7. Well Condition: _ _,,0-c...._.ck...=-------------8. Personnel Present _ _._/_4~.,-J:;...U=i..-.::7,___ ____ _
Water Level Information:
1. Date: 2. Time: _ ___;/_.;c.2-....;:~/_f ____ 3. State Water Level: ___ 5::_. &J....a.....at ____ Ft Below M.P.
4. Description of Measuring Point (M.PJ: --~~~~-------------------------~
_./."") 3' 5. Height of M.~below (Circle) Land Surface:
aMe~~~~~rL~elMeMuremoot __ t~/=~~--~-~~~~-~~4~f-L------------------~
Evacuation Procedure (Wells):
1. Date: 3 U~ f ';(,. 2. Time Evacuation Started:
4. Method of Evacuation: --=-g"--"-c\"-'''-. _,fed"~------
I 2--: I(, 3. Time Evacuation Finished: ---'--/-=Z'--'·w' 2-""'-"'ll!....-_
5. Total Well Depth: '2-J. 2--o Fl Below M.P.
6. Casing Diameter (D): ----'-2. ___ Inches 7. HT. of water column (H -Well Depth -Water Level): /5;. 2.. ~ Ft
8. Volume of Water in Well (0.041 D2H) = ----'C2"""-'-·~L =l,_S:::~---X~/~S.~·~2-~'l.__--'="---2-.=~--· -------Gallons
(Well Volume X #Volumes= Total Gallons Purged)
9. Deco~aminationProcedur~ ---'~~=t~~-~~~c~·~;f~~~-------------------------
Meter Calibration:
Buffer pH 7.0 '].o
Actual
Record of Well Evacuation
Vol. Purged (Cummul. Gals)
Water Temperature (F)@
-pH (Standard Units)
Specific Cond. (M/MHOS)
(PPM)
Turbidity (Subjective)
Odor (Subjective)
Other:
Sampling Information
1. Date: 31! 2--faU~
Buffer pH 4.0 or 10.0 _4~._o __
Actual
2 .5:" 5. 0
40 '?{"'
S-.£" s-.s-
t 3o '7 l) {)
J.l..·A JV1,J. .
D ()
/oo
Standard
'7.>
.g-0
5.S-
'7 Io
/JJ,Y.
0
Cond: I JO
Actual
..:::; e. ... ....J'I Je...
'7S o I
5'. 5"
'7 ID
;VJPJ.
0
3. Sample Containers (Number/Size/Type): 2./~0°to1l }e 3#J,.,.J/(
4. Analyses requested: -L-!..r-L.!!:!.i..ii---..£.>"--'--....... ~:....L..J-__.~.__==---4-_.......""""""I-..M'-"-------:-7-r-----------
5_ Samples Filtered: 6. Filtration Equipment:
7. Samples Preserved: ---1--""'-.::..---------8. Preservative:
9. Lab Performing Analyses: 10. Sample Type: Well _......L ___ ___,; Stream ------
Remarks:-----------------------------------------
S&ME SFE-001
(REV 8193)
This document was prepared pursuant to a specific agreement to address the unique requirements of an S&ME client. Prior to further use. an
S&ME professional should be contacted for a complete explanation of its preparation and contents.
ti ('
SAMPLE COLLECTION
SUMMARY SHEET
General
.SIME
ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
1. Job Name: 2 P . t N I ?-& i..} -c; I~ J 9 2-. roiec o.: -<---=--='---_._ __ .._.. _ ___._'--"--=------
4. Weather: ::S v" r1 y /c.,,o f
6. WeU-#.; S -I
3. Sampled By: _ _.l-""-""o::...JL...,.v'.c....1e=,.,._,;,1,___ __________ _
5. Location: ::P; s 'zj"<' .. h Fo {'e L,t, J. C.. ·
7. Well Condition: __ A.~!__,/'--'{},_.__ _________ _ 8. Personnel Present: -'-'L-=.,,v"'"''""',Jo<....c.e4"."Q--'('q-------
Water Level Information: ,,J / fr
1. Date: 2. Time: _________ 3. State Water Level: _________ Ft. Below M.P.
4. Description of Measuring Point (M.PJ: ------------------------------~
5. Height of M.P. above/below (Circle) Land Surface:
6. Method of Water Level Measurement
Evacuation Procedure (Wells): Ai/A-
1. Date: 2. Time Evacuation Started: _____ _ 3. Time Evacuation Finished: ______ _
4. Method of Evacuation: 5. Total Well Depth: ___________ Ft. Below M.P.
6. Casing Diameter (0): Inches 7. HT. of water column (H -Well Depth -Water Level): Ft
8. Volume of Water in Well (0.04102H) = = Gallons
(Well Volume X #Volumes= Total Gallons Purged)
9. Decontamination Procedure: ----------------------------------
Meter Calibration:
Buffer pH 7.0 ?. D
Actual
Record of Well Evacuation
Vol. Purged (Cummul. Gals)
Water Temperature (F) r(J
pH (Standard Units)
Specific Cond. (M/MHOS)
(PPM)
Turbidity (Subjective)
Odor (Subjective)
Other:
Buffer pH 4.0 or 10.0 Lf. D
Actual
">c: -~ ,~
qf7 ~
(,.1
5D
l~uJ
0
loo
Standard
Cond: I) 0
Actual
Sampling Information
1. Date: 3/,2,.,je;to 3. Sample Containers (Number/Size/Type): zlsoo,.,l./P,3/WmJ/G
4. Analysesrequested:_e+k,,l--""-=r--~LLL-........ ....,__,.£..J.-t-_....._~o ......... '--*-+''--"""_,_,'°-..L_-------,---y---z----------~
5. Samples Filtered: 6. Filtration Equipment:
7. Samples Preserved: --.J.--"""---""--=-=--=-------8. Preservative: _.H:..L.->C<=-L,l,,__,__,__.LI«-"'-'_-':C=-.... e-ec..e..-=-------
9. Lab Performing Analyses: 10. Sample Type: Well _____ ___,· Stream -~/ ___ _
Remarks:
S&ME SFE-001
(REV. 8/93)
This document was prepared pursuant to a specific agreement to address the unique requirements of an S&ME client. Prior to further use, an
S&ME professional should be contacted for a complete explanation of its preparation and contents.
, SAMPLE COLLECTION
,,, SUMMARY SHEET
General ENVIRONMENTAL SERVICES
ENGINEERING • TESTING
1. Job Name:
3. Sampled By: _·__..l-,::;...,,.o:....,l..,,!l_.e;..::;d''--"ll.'-----------
5. Location: J? i :S '6'c .. h Fa V:e .,t> J. C-.
7. Well Condition: _ ___,AC->.L-1,4-/_,.A...._ ________ _ I
Water Level Information:
2. Project No.: I "2-t.., i:/ -q I~ J 9 2-
4. Weather: :S bl b r1 y /Ca.o I
6. WeU-#; S -Z--
8. Personnel Present _/_.'-"'='-"'o"",.J ........ ec..:4'."'~7------
1. Date: 2. Time:--------3. State Water Level:--------Ft. Below M.P.
~DescriptionclMeasuringPoi~(M.PJ: -----------------------------~
5. Height of M.P. above/below (Circle) Land Surface:
6. Method of Water Level Measurement:
Evacuation Procedure (Wells): Ai/A-
1. Date: 2. Time Evacuation Started:------3. Time Evacuation Finished:------
4. Method of Evacuation: 5. Total Well Depth: -----------Ft Below M.P.
6. Casing Diameter (D): Inches 7. HT. of water column (H -Well Depth -Water Level): Ft
8. Volume of Water in Well (0.041 D2H) = = Gallons
(Well Volume X # Volumes = Total Gallons Purged)
9. Decontamination Procedure: ---------------------------------
Meter Calibration:
Buffer pH 7.0 ?. 0
Actual
Record of Well Evacuation
Vol. Purged (Cummul. Gals)
Water Temperature (F) (CJ)
pH (Standard Units)
Specific Cond. (M/MHOS)
(PPM)
Turbidity (Subjective)
Odor (Subjective)
Other:
Buffer pH 4.0 or 10.0 L/-. 0
Actual
«s-a ·-~ I~
1?;, t
't. I
24-o
lo J
D
loo Cond: /)0
Standard Actual
Sampling Information
1. Date: '3JiZ-[1l 3. Samµ,le Containers (Number/Size/Type): z./soPl'>i/ff; 3)1fv,,..l/c:
4. Analyses requested: -'-c=.J.!i!.,,Z~~__:::;:t.JLLL.::c.c;;..:;cr;;.E;;~~".JL~~~S!:.!t:10~-------..-.-----------
5. Samples Filtered: 6. Filtration Equipment
7. Samples Preserved: __ ......,,~-=-=-~-----8. Preservative: -..:..1...=~~~...J...ll,.:c~:...s,...,_..-...""""-1.c::..----,.---
9_ Lab Performing Analyses: 10. Sample Type: Well _____ __,· Stream _-JC..V:::: ___ _
Remarks:-----------------------------------------
S&ME SFE-001
(REV 8/931
This document was prepared pursuant to a specific agreement to address the unique requirements of an S&ME client. Prior to further use. an
S&ME professional should be contacted for a complete explanation of its preparation and contents.
'>' ," •!
March 26, 1996
Kimberly Gilreath
S&ME Spartanburg
155 Tradd Street
Spartanburg, SC 29301
IEA Project No. :
IEA Reference No.:
Client Project I.D.:
Dear Ms. Gilreath,
3000 Weston Parkway
Cary, NC 27513
381410/9603323
W9603197
1264-91-192
Phone 919·677·0090
Fax 919·677·0427
Transmitted herewith are the results of analyses on six samples
submitted to our laboratory.
The samples were received intact.
Analyses were performed according to approved methodologies and meet
the requirements of the IEA Quality Assurance Program except where noted.
Please see the enclosed reports for your results and a copy of the Chain
of Custody documentation.
Thank you for selecting IEA for your sample analysis. Please do not
hesitate to call me at 1-919-677-0090 or 1-800-444-9919 should you
have any questions regarding this report. We look forward to serving
you in the future.
Very truly yours,
IEA, Inc.
ff~ }{1 / Dar7ene R. Branoff
~ l)~ ProJect Manager
Monroe,
Connecticut
203·261·4458
Sunrise,
Florida
305·846·1730
Schaumburg,
Illinois
708· 705·07 40
N. Billerica,
Massachusetts
508·667·1400
Whippany,
New Jersey
201·428·8181
@ ::,~r.ted r., ·ecycled paoer
·r !'
IEA
An Aquarion Company
3000 Weston Parkway
Cary, NC 27513
IEA-NORTH CAROLINA CERTIFICATIONS
Alabama
California
Connecticut
Florida
Kansas
Kentucky
Massachusetts
~cw Jc:rse\
Ohi,,
South C,irolina
Utah
Virginia
West Virginia
Wisconsin
Monroe.
Connec:c.rt
203-261 .1458
DW
DW, wv.·. HW
Radiolog.
DW,WW
DW
WW
(CompQAPi
OW. HW. WW
OW
OW, WW
OW.WW
Radiolog.
Radiulu;:.
ow
WW
Rodi,,J.,_c:
O\\'
\\'\\'
H\\'
O\\'
LST Arr L:s:
RadioJ.,,:.
RCRA
OW
OW
\\,'\\'
40210
1-1035,1768, 1-1047
1-1018 (Rad)
PH-0135
87350
E87439
QAP#930007G
E-158 (DW, WW)
E-1189 (HW)
90049
M-NC039
67719
67681
11422
OW377W
WW 84
Rad 3T20
CL00021
99021
0:.914
E-206
E-226
00179
9908C
998051010
DW=Drinking Water WW=Waste,.ater HW=Ha.zardou_, \\'a5te Radiolog.=Radiological
Sunrise.
Florida
305-846· 1730
Schaumburg,
Illinois
708· 705 Oi 40
N. Billerica.
Massachusetts
508·667·1400
Phone 919·677·0090
Fax 919·677 ·0427
~::~>~ ,~:;/
Whippanv.
New Jerse,
201-428·81 s:
: 'l' I , i · --:>( (I . -1
v\,,,,. l L( "-· I ( f; ( ' i .j. '
Hr,,, ..
CHAIN OF CUSTODY RECORD
l)E)~l1ifl/;1, 1.:
S&ME Job No. Project Name IJ)
(ll
l/7,1 ~il--7 I, /9 2-F (" J «;. 1-e--c:
§
c:
Sa?(signature) -L..
/. _.,,,.. ~ /
Station u / ci. ~ E
No. Date Time 0 ~ Station Location
0 ('.)
0 u
0 ""'L1 ~ (I) J' .0 E ::::, 1/7. z
I 3/ I 2-I 2!,1 oo "I-(,) .g « v 1---
I
M p t::.L,,-J ~ ..
Z-13:K ..;.,. (fj)~~v' 3,
I r.J ~'zS v 4 3 /3: oS:-'!-..
, I -:> l H,,-/ f-';-O I
{
~_._~~~~~~~~~=-~~~~--~-~i___,_,_!~~j----+--+----+--·--·--
----~--~----'--------1----'-4_-_...-1~-j_ __ f: __
t/-/Z:].O t n~svs:·
s 12:4(/ 'I-. IS-I
L ,V /5'.!0 -/._ S-2-------_Lj_ 'f. f., f
1-----+----+----+--+----+-----------------------·--------
1-----+----+----+--+----+--------------Jf-----+---+---------+--+-----1----1----------..... -··
1-----+----+----+--+--+----------------,f-------------·-·-·· ·--·-·---· -------f------· ----·-··-·-·-·-···
1-----+----+----+--+----+-----------------11------+·----· -----··. ···--··--···· ----------· ---··· -··-· --
1-----+----+----+---+-----+--------------1--·--·----------· ·-··-·---------------··---··
f-----+----+----+--+---+---------------j----+---·-------+---+---+--------------
..---1------,1------ll---+--+---------------+----------·--+---+---+---+--------------
·-·---------·--+---+----t---·---·---.. -
I! . > ' C.:.\:
f-~--~~-he_d_b_1~-:~(~-i---~-r~J)-~~-~D~~-e-~--
1
-/?-~-:-;-:~-R-e_c_e-iv_e_d_b_y_i_si-g-na-t-ur~e-)----~~~~e~~~;~~t-ur_e_)~~·-D--a,-~-;~~~1 ~-~·~~~~
~~-Re-1-in_q_u-is-he_~_~_=_~_,g_n_a-tu_r_w_~--~---~-R-e_c_e-iv_e_d_b_y-:(-si-g-na-t-ur_e_)---~~~~:==:~_{~J'=:~~~
Relinquished by: (signature) Recei~ed by:(signature1 :;ate:·_ Time: . ! ~emark~ -1
Date: Time:
I
Date: Time:
.___ ___________ _._ __ ~-( '-t \ ) < Q (' 1'·, J/ _____ . l(,J ,vJ '"I _ :'<': j ? ~ '.) -, 'l «-e-_2 <-r ·. 1 -,,. , " • i /. r , 0 . .-,, • ,
','/I'. ! ' .,,. J1'"', \. \' ·y I, I 1,,. .... l \: \ J 1J (' fd
I
-.... ~
Industrial & Environmental Analysts, Inc. (!EA)
GC/MS PURGEABLES SW-846 METHOD 8240
IEA Project Number:
!EA Sample Number:
381-410
9603323-01
Client Name:
Client Project ID:
S&ME Spartanburg
1264-91-192
QBBV2 Sample Identification:
Matrix:
Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
Comments:
Water
Compound
Acetone
Benzene
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Dibromochloromethane
Chloroethane
2-Chloroethylvinyl ether
Chloroform
Chloromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethene (total)
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
2-Hexanone
Methylene chloride
4-Methyl-2-pentanone
Styrene
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethane
Vinyl acetate
Vinyl chloride
Xylenes (total)
Date Received:
Date Sampled:
Date Analyzed:
Analysis By:
Dilution Factor:
Quantitation
Limit
(ug/L)
10
5
5
5
10
10
5
5
5
5
10
10
5
10
5
5
5
5
5
5
5
5
10
5
10
5
5
5
5
5
5
5
10
10
5
03/13/96
03/12/96
03/21/96
Cr ewes
1.0
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL Below Quantitation Limit
FORM 8240 Rev. 081792
>,j ..
Industrial & Environmental Analysts, Inc. (IEA)
GC/MS PURGEABLES SW-846 METHOD 8240
IEA Project Number: 381-410
9603323-02 IEA Sample Number:
Client Name:
Client Project ID:
S&ME Spartanburg
1264-91-192
Q88V3 Sample Identification:
Matrix:
Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
Comments:
Water
Compound
Acetone
Benzene
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Dibromochloromethane
Chloroethane
2-Chloroethylvinyl ether
Chloroform
Chloromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethene (total)
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
2-Hexanone
Methylene chloride
4-Methyl-2-pentanone
Styrene
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethane
Vinyl acetate
Vinyl chloride
Xylenes (total)
Date Received:
Date Sampled:
Date Analyzed:
Analysis By:
Dilution Factor:
Quantitation
Limit
(ug/L)
10
5
5
5
10
10
5
5
5
5
10
10
5
10
5
5
5
5
5
5
5
5
10
5
10
5
5
5
5
5
5
5
10
10
5
03/13/96
03/12/96
03/21/96
Crewes
1.0
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
6.5
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL Below Quantitation Limit
FORM 8240 Rev. 081792
Industrial & Environmental Analysts, Inc. (IEA)
GC/MS PURGEABLES SW-846 METHOD 8240
IEA Project Number:
IEA Sample Number:
Client Name:
Client Project ID:
Sample Identification:
Matrix:
Number Compound
1 _Acetone
2 Benzene
381-410
9603323-03
S&ME Spartanburg
1264-91-192
Q88V4
Water
3 Bromodichloromethane
4 Bromoform
5 Bromomethane
6 2-Butanone
7 Carbon disulfide
8 Carbon tetrachloride
9 Chlorobenzene
10 Dibromochloromethane
11 Chloroethane
12 2-Chloroethylvinyl ether
13 Chloroform
14 Chloromethane
15 1,1-Dichloroethane
16 1,2-Dichloroethane
17 1,1-Dichloroethene
18 1,2-Dichloroethene (total)
19 1,2-Dichloropropane
20 cis-1,3-Dichloropropene
21 trans-1,3-Dichloropropene
22 Ethylbenzene
23 2-Hexanone
24 Methylene chloride
25 4-Methyl-2-pentanone
26 Styrene
27 1,1,2,2-Tetrachloroethane
28 Tetrachloroethene
29 Toluene
30 1,1,1-Trichloroethane
31 1,1,2-Trichloroethane
32 Trichloroethane
33 Vinyl acetate
34 Vinyl chloride
35 Xylenes (total)
Comments:
Date Received:
Date Sampled:
Date Analyzed:
Analysis By:
Dilution Factor:
Quantitation
Limit
(ug/L)
10
5
5
5
10
10
5
5
5
5
10
10
5
10
5
5
5
5
5
5
5
5
10
5
10
5
5
5
5
5
5
5
10
10
5
03/13/96
03/12/96
03/21/96
Crewes
1.0
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL Below Quantitation Limit
FORM 8240 Rev. 081792
Industrial & Environmental Analysts, Inc. (IEA)
GC/MS PURGEABLES SW-846 METHOD 8240
IEA Project Number: 381-410
9603323-04 IEA Sample Number:
Client Name:
Client Project ID:
S&ME Spartanburg
1264-91-192
Q88V5 Sample Identification:
Matrix:
Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
Comments:
Water
Compound
Acetone
Benzene
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Dibromochloromethane
Chloroethane
2-Chloroethylvinyl ether
Chloroform
Chloromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethene (total)
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
2-Hexanone
Methylene chloride
4-Methyl-2-pentanone
Styrene
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethane
Vinyl acetate
Vinyl chloride
Xylenes (total)
Date Received:
Date Sampled:
Date Analyzed:
Analysis By:
Dilution Factor:
Quantitation
Limit
(ug/L)
10
5
5
5
10
10
5
5
5
5
10
10
5
10
5
5
5
5
5
5
5
5
10
5
10
5
5
5
5
5
5
5
10
10
5
03/13/96
03/12/96
03/21/96
Crewes
1.0
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL Below Quantitation Limit
FORM 8240 Rev. 081792
i,
Industrial & Environmental Analysts, Inc. (IEA)
GC/MS PURGEABLES SW-846 METHOD 8240
IEA Project Number: 381-410
9603323-05 IEA Sample Number:
Client Name:
Client Project ID:
S&ME Spartanburg
1264-91-192
Sample Identification: S-1
Matrix:
Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
Conunenta:
Water
Compound
Acetone
Benzene
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Dibromochloromethane
Chloroethane
2-Chloroethylvinyl ether
Chloroform
Chloromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethene (total)
1,2-Dichloropropane
cis-1,3-Dichloropropene
trana-1,3-Dichloropropene
Ethylbenzene
2-Hexanone
Methylene chloride
4-Methyl-2-pentanone
Styrene
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Vinyl acetate
Vinyl chloride
Xylenea (total)
Date Received:
Date Sampled:
Date Analyzed:
Analysis By:
Dilution Factor:
Quantitation
Limit
(ug/L)
10
5
5
5
10
10
5
5
5
5
10
10
5
10
5
5
5
5
5
5
5
5
10
5
10
5
5
5
5
5
5
5
10
10
5
03/13/96
03/12/96
03/21/96
Cr ewes
1.0
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
10
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL Below Quantitation Limit
FORM 8240 Rev. 081792
,., ,.
Industrial & Environmental Analysts, Inc. (IEA)
GC/MS PURGEABLES SW-846 METHOD 8240
IEA Project Number: 381-410
9603323-06 IEA Sample Number:
Client Name:
Client Project ID:
S&ME Spartanburg
1264-91-192
Sample Identification: S-2
Matrix:
Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
Conunents:
Water
Compound
}\.cetone
Benzene
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Dibromochloromethane
Chloroethane
2-Chloroethylvinyl ether
Chloroform
Chloromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethene (total)
1,2-Dichloropropane
cis-1,3-Dichloropropene
trana-1,3-Dichloropropene
Ethylbenzene
2-Hexanone
Methylene chloride
4-Methyl-2-pentanone
Styrene
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Vinyl acetate
Vinyl chloride
Xylenea (total)
Date Received:
Date Sampled:
Date Analyzed:
Analysis By:
Dilution Factor:
Quantitation
Limit
(ug/L)
10
5
5
5
10
10
5
5
5
5
10
10
5
10
5
5
5
5
5
5
5
5
10
5
10
5
5
5
5
5
5
5
10
10
5
03/13/96
03/12/96
03/21/96
Cr ewes
1.0
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
13
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL Below Quantitation Limit
FORM 8240 Rev. 081792
.. .. I.'
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
IEA Project#: 381 410
IEA Sample#: 960332301 Matrix:
Client Name: S&ME Spartanburg Date Received:
Client Proj. I .D.: 1264-91-192 Date Sampled:
Sample I.D.: Q88V2
Quant Result Date Date
WATER
03/13/96
03/12/96
IEA
Parameter Method Limit ( ug/1) Prepared Analyzed Analyst Run
ARSENIC SW846 601'!1 H!l. 0 BQL 03/19/96 03/21/96 JDJ R4319
CADMIUM SW846 6 010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
CHROMIUM SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ R4319
IRON SW846 6010 10 f/J. 2360 03/19/96 03/21/96 JDJ R4319
LEAD SW846 6010 3.00 BQL 03/19/96 03/21/96 JDJ R4319
MANGANESE SW846 6 010 15.0 39.5 03/19/96 03/21/96 JDJ R4319
MERCURY SW846 7470 0.200 BQL 03/15/96 03/18/96 MLH R4256
SELENIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
SODIUM SW846 6010 5000 BQL 03/19/96 03/21/96 JDJ R4319
Comments:
Prep
Batch
f/1319961/JlP
03199601P
03199601P
0319961/JlP
03199601P
03199601P
031596028
03199601?
03199601?
·,r ,r
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
IEA Project#: 381 410
IEA Sample#: 960332302 Matrix:
Client Name: S&ME Spartanburg Date Received:
Client Proj. I. D. : 1264-91-192 Date sampled:
Sample I. D.: Q88V3
Quant Result Date Date
WATER
03/13/96
03/12/96
IEA
Parameter Method Limit ( ug/1) Prepared Analyzed Analyst Run
ARSENIC SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ R4319
CADMIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
CHROMIUM SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ R4319
IRON SW846 6010 100. 45800 03/19/96 03/21/96 JDJ R4319
LEAD SW846 6010 3.00 BQL 03/19/96 03/21/96 JDJ R4319
MANGANESE SW846 6010 15.0 3680 03/19/96 03/21/96 JDJ R4319
MERCURY SW846 7470 0.200 BQL 03/15/96 03/18/96 MLH R4256
SELENIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
SODIUM SW846 6010 5000 50400 03/19/96 03/21/96 JDJ R4319
Comments:
Prep
Batch
03199601P
03199601P
03199601P
03199601P
03199601P
03199601P
031596028
03199601P
03199601P
'I .. "··'
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
IEA Project#: 381 410
IEA Sample #: 960332303 Matrix:
client Name: S&ME Spartanburg Date Received:
client Proj. I.D.: 1264-91-192 Date sampled:
Sample I.D.: Q88V4
Quant Result Date Date
WATER
03/13/96
03/12/96
IEA
Parameter Method Limit ( ug/1) Prepared Analyzed Analyst Run
ARSENIC SW846 6010 10. 0 BQL 03/19/96 03/21/96 JDJ R4319
CADMIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
CHROMIUM SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ R4319
IRON SW846 6010 100. 1960 03/19/96 03/21/96 JDJ R4319
LEAD SW846 6010 3.00 BQL 03/19/96 03/21/96 JDJ R4319
MANGANESE SW846 6010 15.0 30.2 03/19/96 03/21/96 JDJ R4319
MERCURY SW846 7470 0.200 BQL 03/15/96 03/18/96 MLH R4256
SELENIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
SODIUM SW846 6010 5000 21400 03/19/96 03/21/96 JDJ R4319
Comments:
Prep
Batch
03199601P
03199601P
03199601P
03199601P
03199601P
03199601P
03159602H
03199601P
03199601P
., .. ~l
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
IEA Project#: 381 410
IEA Sample#: 960332304 Matrix:
client Name: S&ME Spartanburg Date Received:
Client Proj. I. D.: 1264-91-192 Date sampled:
Sample I. D. : Q88V5
Quant Result Date Date
WATER
03/13/96
03/12/96
IEA
Parameter Method Limit ( ug/1) Prepared Analyzed Analyst Run
ARSENIC SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ R4319
CADMIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
CHROMIUM SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ R4319
IRON SW846 6010 100. 15400 03/19/96 03/21/96 JDJ R4319
LEAD SW846 6010 3.00 3.98 03/19/96 03/21/96 JDJ R4319
MANGANESE SW846 6010 15.0 6380 03/19/96 03/21/96 JDJ R4319 ,· MERCURY SW846 7470 0.200 BQL 03/15/96 03/18/96 MLH R4256
SELENIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
Comments:
Prep
Batch
03199601P
03199601P
03199601P
03199601P
03199601P
03199601P
031596028
03199601P
'f '.
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
IEA Project#: 381 410
IEA Sample#: 960332305 Matrix:
Client Name: S&ME Spartanburg Date Received:
client Proj. I. D.: 1264-91-192 Date Sampled:
sample I.D.: S-1
Quant Result Date Date
WATER
03/13/96
03/12/96
IEA
Parameter Method Limit ( ug/1) Prepared Analyzed Analyst Run
ARSENIC SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ R4319
CADMIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
CHROMIUM SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ R4319
IRON SW846 6010 100. 289. 03/19/96 03/21/96 JDJ R4319
LEAD SW846 6010 3.00 BQL 03/19/96 03/21/96 JDJ R4319
MANGANESE SW846 6010 15.0 40.3 03/19/96 03/21/96 JDJ R4319
MERCURY SW846 7470 0.200 BQL 03/15/96 03/18/96 MLH R4256
SELENIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ R4319
Comments:
Prep
Batch
03199601P
03199601P
03199601P
03199601P
03199601P
03199601P
031596028
03199601P
'. ''
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
IEA Project#: 381 4HI
IEA Sample i: 960332306 Matrix:
Client Name: S&ME Spartanburg Date Received:
Client Proj. I.D.: 1264-91-192 Date Sampled:
Sample I .D.: S-2
Quant Result Date Date
WATER
03/13/96
03/12/96
IEA
Parameter Method Limit ( ug/1) Prepared Analyzed Analyst Run
ARSENIC SW846 60HI 10.0 BQL 03/19/96 03/21/96 JDJ R4319
CADMIUM SW846 60U 5.00 BQL 03/19/96 03/21/96 JDJ R4319
CHROMIUM SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ R4319
IRON SW846 60HI 100. 4130 03/19/96 03/21/96 JDJ R4319
LEAD SW846 6010 3.00 BQL 03/19/96 03/21/96 JDJ R4319
MANGANESE SW846 6010 15. 0 784. 03/19/96 03/21/96 JDJ R4319
MERCURY SW846 7470 0 .200 BQL 03/15/96 03/18/96 MLH R4256
SELENIUM SW846 6010 5. 00 BQL 03/19/96 03/21/96 JDJ R4319
Comments:
Prep
Batch
03199601P
03199601P
03199601P
03199611llP
03199601P
03199601P
03159602H
11l3199611llP
. .-..
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project i: 381-410
IEA Sample i: 9603323-01
Client Name: S&ME Spartanburg
Client Proj. I.D.:1264-91-192
Sample I.D.: Q88V2
Parameter Method
Matrix: water
Date Received:03/13/96
Date Sampled: 03/12/96
Quantitation
Limits Results
Date
Prepared
Date
Analyzed Analyst
=============================================================================================
Ammonia-N
sulfate
TDS
Comments:
EPA 350.3
EPA 375.4
EPA 160.1
FORM RESP3 Rev. 030994
0.1 mg/L
2.0 mg/L
16 mg/L
BQL
BQL
23 mg/L
N/A
N/A
N/A
03/22/96 PW
03/20/96 NB
03/18/96 NB
, ..
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project#: 381-410
IEA Sample #: 9603323-02
Client Name: S&ME Spartanburg
Client Proj. I,D,:1264-91-192
sample I.D.: Q88V3
Parameter Method
Matrix: Water
Date Received:03/13/96
Date sampled: 03/12/96
Quantitation
Limits Results
Date
Prepared
Date
Analyzed Analyst
=============================================================================================
Ammonia-N
sulfate
TDS
Comments:
EPA 350,3
EPA 375,4
EPA 160.1
FORM RESP3 Rev. 030994
0, l mg/L
2,0 mg/L
16 mg/L
3.22 mg/L
12, 7 mg/L
328 mg/L
N/A
N/A
N/A
03/22/96 PW
03/20/96 NB
03/18/96 NB
..
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project f: 381-410
IEA Sample #: 9603323-03
Client Name: S&ME Spartanburg
client Proj. I.D.:1264-91-192
Sample I .D.: Q88V4
Parameter Method
Matrix: water
Date Received:03/13/96
Date Sampled: 03/12/96
Quantitation
Limits Results
Date
Prepared
Date
Analyzed Analyst
------=======================================================================================
Anunonia-N
sulfate
TDS
comments:
EPA 350.3
EPA 375.4
EPA 160.1
FORM RESP3 Rev. 030994
0.1 mg/L
2.0 mg/L
16 mg/L
BQL
87 .6 mg/L
437 mg/L
N/A
N/A
N/A
03/22/96 PW
03/20/96 NB
03/18/96 NB
. ' ..
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project i: 381-410
IEA Sample J: 9603323-04
Client Name: S&ME Spartanburg
Client Proj. I.D.:1264-91-192
sample I .D.: Q88V5
Parameter Method
Matrix: Water
Date Received:03/13/96
Date Sampled: 03/12/96
Quantitation
Limits Results
Date
Prepared
Date
Analyzed Analyst
==--========================================================================--------------===
sulfate EPA 375.4 2.0 mg/L 605 mg/L N/A 03/20/96 NB
Comments:
FORM RESP3 Rev. 030994
.. . .
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project i: 381-410
IEA Sample i: 9603323-05
Client Name: S&ME Spartanburg
Client Proj. I.D.:1264-91-192
sample I .D.: s-1
Parameter Method
Matrix: Water
Date Received:03/13/96
Date Sampled: 03/12/96
Quantitation
Limits Results
Date
Prepared
Date
Analyzed Analyst
==========================================================================-======--=-----=-==
sulfate EPA 375.4 2.0 mg/L 8.49 mg/L N/A 03/20/96 NB
comments:
FORM RESP3 Rev. 030994
.. . '
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project#: 381-410
IEA Sample #: 9603323-06
client Name: S&ME Spartanburg
client Proj. I.D.:1264-91-192
Sample I. D. : S-2
Parameter Method
Matrix: water
Date Received:03/13/96
Date Sampled: 03/12/96
Quantitation
Limits Results
Date
Prepared
Date
Analyzed Analyst
==============================================================================----===========
sulfate E;PA 375.4 2.0 mg/L 86.4 mg/L N/A 03/20/96 NB
Comments:
FORM RESP3 Rev. 030994
:t .. ' '
A
Alk
Bcrb
BOD
BQL
c/100mL
CEC
Chrom
COD
Crb
D
DO
DOC
Dtr
E
F
Hex
Hyd
ISE
mmpy
MPN
NIA
R
SA
SSR
SR
Sp Cond
SM
SPC
T
TDS
TKN
TMLSS
TOC
TON
TOX
TS
TSS
TVS
vss
WAD
ABBREVIATIONS
Amenable
Alkalinity as CaC03
Alkalinity as Bicarbonate
Biochemical Oxygen Demand
Below Quantitation Limit
Colonies per 100 mL of Sample
Cation Exchange Capacity
Chromotropic
Chemical Oxygen Demand
Alkalinity as Carbonate
Dissolved
Dissolved Oxygen
Dissolved Organic Carbon
Distillation!l'itration
Extractable (Prepped by Std M 3030C)
Free
Hexavalent
Hydroxide
Ion Selective Electrode
Millimeter per Year
Most Probable Number
Not Applicable
Reactivity
Spike Added
Spike Sample Results
Sample Results
Specific Conductance
Settleable Matter
Standard Plate Count
Total
Total Dissolved Solids
Total Kjeldahl Nitrogen
Total Mixed Liquor Suspended Solids
Total Organic Carbon
Total Organic Nitrogen
Total Organic Halogens
Total Solids
Total Suspended Solids
Total Volatile Solids
Volatile Suspended Solids
Weak and Dissociable
..
Industrial & Environmental Analysts, Inc. (IEA)
GC/MS PURGEABLES SW-846 METHOD 8240
IEA Project Number: 381-410
9603323 IEA Sample Number:
Client Name:
Client Project ID:
S&ME Spartanburg
1264-91-192
Sample Identification: QC Blank(VBLKJR)
Water Matrix:
Number
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
Comments:
Compound
Acetone
Benzene
Bromodichloromethane
Bromoform
Bromomethane
2-Butanone
Carbon disulfide
Carbon tetrachloride
Chlorobenzene
Dibromochloromethane
Chloroethane
2-Chloroethylvinyl ether
Chloroform
Chloromethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
1,2-Dichloroethene (total)
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
2-Hexanone
Methylene chloride
4-Methyl-2-pentanone
Styrene
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Vinyl acetate
Vinyl chloride
Xylenes (total)
Date Received:
Date Sampled:
Date Analyzed:
Analysis By:
Dilution Factor:
Quantitation
Limit
(ug/L)
10
5
5
5
10
10
5
5
5
5
10
10
5
10
5
5
5
5
5
5
5
5
10
5
10
5
5
5
5
5
5
5
10
10
5
N/A
N/A
03/20/96
Cr ewes
1.0
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL Below Quantitation Limit
N/A = Not Applicable
Corresponding Samples: 9603323-01 thru 06
Filename: 0320J02
FORM 8240 Rev. 081792
.. .. ...
Industrial & Environmental Analysts, Inc. (IEA)
GC/MS PURGEABLES SW-846 METHOD 8240
IEA Project Number:
IEA Sample Number:
Client Name:
Client Project ID:
Sample Identification:
Matrix:
Number Compound
1 Acetone
2 a·enzene
381-410
9603323
S&ME Spartanburg
1264-91-192
QC Blank(VBLKJQ)
Water
3 Bromodichloromethane
4 Bromoform
5 Bromomethane
6 2-Butanone
7 Carbon disulfide
8 Carbon tetrachloride
9 Chlorobenzene
10 Dibromochloromethane
11 Chloroethane
12 2-Chloroethylvinyl ether
13 Chloroform
14 Chloromethane
15 1,1-Dichloroethane
16 1,2-Dichloroethane
17 1,1-Dichloroethene
18 1,2-Dichloroethene (total)
19 1,2-Dichloropropane
20 cie-1,3-Dichloropropene
21 trans-1,3-Dichloropropene
22 Ethylbenzene
23 2-Hexanone
24 Methylene chloride
25 4-Methyl-2-pentanone
26 Styrene
27 1,1,2,2-Tetrachloroethane
28 Tetrachloroethene
29 Toluene
30 1,1,1-Trichloroethane
31 1,1,2-Trichloroethane
32 Trichloroethane
33 Vinyl acetate
34 Vinyl chloride
35 Xylenee (total)
Comments:
Date Received:
Date Sampled:
Date Analyzed:
Analysis By:
Dilution Factor:
Quantitation
Limit
(ug/L)
10
5
5
5
10
10
5
5
5
5
10
10
5
10
5
5
5
5
5
5
5
5
10
5
10
5
5
5
5
5
5
5
10
10
5
N/A
N/A
03/20/96
Moore
1.0
Results
Concentration
(ug/L)
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
BQL
Sample specific quantitation limits may be calculated by multiplying
the quantitation limit by the dilution factor and/or moisture
correction factor where reported.
BQL = Below Quantitation Limit
N/A = Not Applicable
corresponding Samples: 9603197-lOMS/MSD
Filename: 0320102
FORM 8240 Rev. 081792
' ' •I . '
Industrial & Environmental Analysts, Inc. (IEA)
WATER VOLATILE MATRIX SPIKE/MATRIX SPIKE DUPLICATE RECOVERY
IEA Project No.:
IEA Reference No:
COMPOUND
1,1-Dichloroethene
Trichloroethene
Benzene
Toluene
Chlorobenzene
1,1-Dichloroethene
Trichloroethane
Benzene
Toluene
Chlorobenzene
Comments:
381-410
9603197-10
SPIKE SAMPLE
ADDED CONCENTRATION
(ug/L) (ug/L)
50 BQL
50 BQL
50 BQL
50 BQL
50 BQL
SPIKE MSD
ADDED CONCENTRATION
(ug/L) (ug/L)
50 65
50 42
so 50 so 48
50 48
Corresponding Samples: 9603323-01 thru 06
FORM WAVOLMAS REV 012492
MS MS
CONCENTRATION \
(ug/L) REC #
67 134
42 84
so 100
48 96
48 96
MSD
\ \
REC# RPO #
130 3
84 0
100 0
96 0
96 0
QC
LIMITS
REC
61-145
71-120
76-127
76-125
75-130
QC LIMITS
RPD REC
14 61-145
14 71-120
11 76-127
13 76-125
13 75-130
' . ,·
Industrial & Environmental Analysts, Inc. (!EA)
WATER VOLATILE SURROGATE RECOVERY
IEA Project No.: 381-410
Sample ID SURR 1
VBLKJR 101
9603323-01 103
9603323-02 103
9603323-03 102
9603323-04 100
9603323-05 100
9603323-06 100
VBLKJQ 99
9603197-lOMS 100
9603197-lOMSD 98
Sl = Toluene-dB
S2 = Bromofluorobenzene
S3 = 1,2-Dichloroethane-d4
SURR 2
94
97
94
92
91
91
93
96
99
96
SURR 3
99
99
99
99
99
98
98
93
95
94
QC Limits
(88-110)
(86-115)
(76-114)
:•
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
PREPARATION BLANKS
IEA Project#: 381 410
Matrix: WATER
Client Name: S&ME Spartanburg
client Proj. I.D.: 1264-91-192
Sample Number: PBW 03159602H
Quant Result Date Date IEA Prep
Parameter Method Limit (ug/1) Prepared Analyzed Analyst Run Batch
MERCURY SW846 7470 0 .200 BQL 03/15/96 03/18/96 MLH
corresponding Samples:
960318401, 960318402, 960328910, 960328911, 960329201, 960329634,
960330813, 960330914, 960330915, 960332301, 960332302, 960332303,
960332304, 960332305, 960332306, 960332401, 960333201, 960334001,
960334201
Comments:
R4256 031596028
. ' J',
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
PREPARATION BLANKS
IEA Project i: 381 419
Matrix: WATER
Client Name: S&ME Spartanburg
Client Proj. I.D.: 1264-91-192
Sample Number: PBW 03199601P
Quant Result Date Date
Parameter Method Limit (ug/1) Prepared Analyzed Analyst
ARSENIC SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ
CADMIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ
CHROMIUM SW846 6010 10.0 BQL 03/19/96 03/21/96 JDJ
IRON SW846 6010 100. BQL 03/19/96 03/21/96 JDJ
LEAD SW846 6010 3.00 BQL 03/19/96 03/21/96 JDJ
MANGANESE SW846 6010 15.0 BQL 03/19/96 03/21/96 JDJ
SELENIUM SW846 6010 5.00 BQL 03/19/96 03/21/96 JDJ
SODIUM SW846 6010 5000 BQL 03/19/96 03/21/96 JDJ
Corresponding samples:
960327101, 960329634, 960332301, 960332302, 960332303, 960332304,
960332305, 960332306, 960338601, 960338602, 960338603, 960338604,
960338605, 960338606, 960338607, 960338608, 960338609, 960338610,
960338611, 960338612
Comments:
IEA Prep
Run Batch
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
'. ·'
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
LABORATORY CONTROL SAMPLE
IEA Project#: 381 410
IEA Sample#: LCSW 03199601P
Matrix: WATER
Results ug/1) Limits % Date IEA Prep
Parameter Method True Found Lower Upper RCY Analyzed Run Batch
ARSENIC SW846 6010 5000 4970 4000 6000 99.5 03/21/96 R4319 11J3199611JlP
CADMIUM SW846 6010 511)11)11) 4820 4000 6000 96.4 03/21/96 R4319 03199611JlP
CHROMIUM SW846 60111) 5000 4800 4000 6000 96.1 03/21/96 R4319 03199611JlP
IRON SW846 6010 5000 4670 40011) 6000 93.4 03/21/96 R4319 03199611JlP
LEAD SW846 6010 5000 49 00 4000 6000 98. Ill 03/21/96 R4319 11J3199611JlP
MANGANESE SW846 6010 5000 4820 4000 6000 96.3 03/21/96 R4319 11J3199611JlP
SELENIUM SW846 6010 5000 5150 4000 6000 103. 03/21/96 R4319 11J3199611JlP
SODIUM SW846 60111) 10000 9490 8000 12000 94.9 03/21/96 R4319 11J3199611JlP
Comments:
<. •I • j
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
DUPLICATE ANALYSIS
IEA Project#: 381 410
IEA Sample#: 960328910
Matrix: WATER
Duplicate Analysis
Sample Duplicate RPO Date samp Dup
Parameter Method ( ug/1) ( ug/1) % Analyzed Run Run
Prep
Batch
MERCURY SW846 7470 BQL BQL 03/18/96 R4256 R4256 831596828
S-D
RPO=-----------X 100 Control Limits:+/-20%
(S+D)/2
Corresponding Samples:
960318401, 960318402, 960328910, 960328911, 960329201, 960329634,
960330813, 960330914, 960330915, 960332301, 960332302, 960332303,
960332304, 960332305, 960332306, 960332401, 960333201, 960334001,
960334201
Comments:
,, . ,1 '.'
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
DUPLICATE ANALYSIS
IEA Project i: 381 410
IEA Sample i: 960332301
Matrix: WATER
Duplicate Analysis
sample Duplicate RPD Date Samp
Parameter Method ( ug/1) ( ug/1) % Analyzed Run
ARSENIC SW846 6010 BQL BQL 03/21/96 R4319
CADMIUM SW846 6010 BQL BQL 03/21/96 R4319
CHROMIUM SW846 6010 BQL BQL 03/21/96 R4319
IRON SW846 6010 2360 1920 20.5 03/21/96 R4319
LEAD SW846 6010 BQL BQL 03/21/96 R4319
MANGANESE SW846 6010 39.5 36.1 9. Hl 03/21/96 R4319
SELENIUM SW846 6010 BQL BQL 03/21/96 R4319
SODIUM SW846 6010 BQL BQL 03/21/96 R4319
S-D
RPD = -----------x 100 control Limits:+/-20%
(S+D)/2
Corresponding samples:
960327101, 960329634, 960332301, 960332302, 960332303, 960332304,
960332305, 960332306, 960338601, 960338602, 960338603, 960338604,
960338605, 960338606, 960338607, 960338608, 960338609, 960338610,
960338611, 960338612
comments:
oup Prep
Run Batch
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
·, . '.. l' t
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
IEA Project#: 381 410
IEA Sample#: 960328910
Matrix: WATER
Parameter Method
SPIKE RESULTS
Spike Results ( ug/1)
Date Samp
SA SR SSR %RCY Analyzed Run
Spike Prep
Run Batch
MERCURY SW846 7470 1. 00 BQL 0.938 93.8 03/18/96 R4256 R4256 031596828
%R = ((SSR -SR) /SA)* 100 control Limits: 75-125%
Corresponding Samples:
960318401, 960318402, 960328910, 960328911, 960329201, 960329634,
960330813, 960330914, 960330915, 960332301, 960332302, 960332303,
960332304, 960332305, 960332306, 960332401, 960333201, 960334001,
960334201
Comments:
• I "r\ 4 "' ..
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
SPIKE RESULTS
IEA Project t: 381 410
IEA Sample i: 960332301
Matrix: WATER
Spike Results ( ug/1)
Date
Parameter Method SA SR SSR %RCY Analyzed
ARSENIC SW846 6010 2000 BQL 1880 94.2 03/21/96
CADMIUM SW846 6010 50.fll BQL 45.6 91.2 03/21/96
CHROMIUM SW846 6010 2111111. BQL 180. 89.9 03/21/96
IRON SW846 6010 1000 2360 2870 50.6 03/21/96
LEAD SW846 6010 500. BQL 459. 91. 8 03/21/96
MANGANESE SW846 6010 5 00 • 39.5 494. 90.8 03/21/96
SELENIUM SW846 6010 201110 BQL 1940 97. Ill 03/21/96
SODIUM SW846 601111 2000111 BQL 1790111 89.3 1113/21/96
%R = ((SSR -SR) / SA) * 10111 Control Limits: 75-125%
Corresponding samples:
960327101, 960329634, 96033231111, 96033231112, 960332303, 960332304,
960332305, 960332306, 960338601, 960338602, 960338603, 960338604,
960338605, 960338606, 960338607, 960338608, 96033861119, 960338610,
960338611, 960338612
Comments:
Samp Spike Prep
Run Run Batch
R4319 R4319 fll3199601P
R4319 R4319 03199601P
R4319 R4319 031996flllP
R4319 R4319 fll3199601P
R4319 R4319 fll3199601P
R4319 R4319 fll3199601P
R4319 R4319 0319961/llP
R4319 R4319 11J3199611JlP
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
IEA Project i: 381 410
IEA Sample#: 9603289108
Matrix: WATER
Parameter Method
SPIKE DUPLICATE RESULTS
Spike Duplicate Results
Sample Duplicate RPO Date Samp
( ug/1) ( ug/1) % Analyzed Run
Dup
Run
Prep
Batch
MERCURY SW846 7470 0.938 0.932 0.64 03/18/96 R4256 R4256 031596028
S-D
RPO=-----------x 100 control Limits:+/-20%
(S+D)/2
Corresponding samples:
960318401, 960318402, 960328910, 960328911, 960329201, 960329634,
960330813, 960330914, 960330915, 960332301, 960332302, 960332303,
960332304, 960332305, 960332306, 960332401, 960333201, 960334001,
960334201
comments:
Industrial & Environmental Analysts, Inc. (IEA)
Level 2 Metals Results Report
IEA Project#: 381 410
IEA Sample#: 9603323018
Matrix: WATER
Parameter Method
ARSENIC SW846 6010
CADMIUM SW846 6010
CHROMIUM SW846 6010
IRON SW846 6010
LEAD SW846 6010
MANGANESE SW846 6010
SELENIUM SW846 6010
SODIUM SW846 6010
S-D
RPO=-----------x 100
(S+D)/2
Corresponding samples:
SPIKE DUPLICATE RESULTS
Spike Duplicate Results
sample Duplicate RPO Date Samp
( ug/1) ( ug/1) % Analyzed Run
1880 1870 0.90 03/21/96 R4319
45.6 45.2 0.91 03/21/96 R4319
180. 177. 1.38 03/21/96 R4319
2870 2910 1.45 03/21/96 R4319
459. 454. 1.03 03/21/96 R4319
494. 489. 1. 02 03/21/96 R4319
1940 1930 0.70 03/21/96 R4319
17900 17800 0.02 03/21/96 R4319
Control Limits:+/-20%
960327101, 960329634, 960332301, 960332302, 960332303, 960332304,
960332305, 960332306, 960338601, 960338602, 960338603, 960338604,
960338605, 960338606, 960338607, 960338608, 960338609, 960338610,
960338611, 960338612
Comments:
Dup Prep
Run Batch
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
R4319 03199601P
,"-, ,,1 •. : J}\
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project i: 381-410
IEA Sample #: 9603323
Client Name: S&ME Spartanburg
client Proj. I.D.:1264-91-192
Sample I.D.: QC Blank
Parameter Method
Matrix: Water
Date Received:N/A
Date Sampled: N/A
Quantitation
Limits Results
Date
Prepared
Date
Analyzed Analyst
=============================================================================================
Ammonia-N
TDS
comments:
EPA 350.3
EPA 160.1
0.1 mg/L
16 mg/L
corresponding Samples: 9603323-01 through 03
FORM RESP3 Rev. 030994
BQL
BQL
N/A
N/A
03/22/96 PW
03/18/96 NB
..,>{; I \," ., ..,. ' ',1 ~ -.'\-
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project#: 381-410
IEA Sample i: 9603323
client Name: S&ME Spartanburg
client Proj. I.D.:1264-91-192
Sample I.D.: QC Blank
Parameter Method
Matrix: Water
Date Received:N/A
Date Sampled: N/A
Quantitation
Limits Results
Date
Prepared
Date
Analyzed Analyst
=================================================================---=========================
sulfate EPA 375.4 2,0 mg/L BQL N/A 03/20/96 NB
Comments:
Corresponding Samples: 9603323-01 through 06
FORM RESP3 Rev. 030994
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project No.:381-410
IEA Sample No.: 9603323
Matrix: water
IEA
Reference No.
9603323-01
9603287-01
9603407-07
Test
Parameter
Ammonia-N
sulfate
TDS
S-D
INORGANIC QC SUMMARY
DUPLICATE ANALYSIS
DUPLICATE RESULTS
Method
EPA 350.3
EPA 375.4
EPA 160.l
Sample
(mg/L)
<0.1
30.0
250
Duplicate
(mg/L)
<0.1
29.8
264
RPO
(%)
" 1
5
RPO= x 100 control Limits:+/-20%
(S+D)/2
Comments:
Corresponding Samples: 9603323-01 through 06
FORM IQCSUM Rev 103194
Date
Analyzed
03/22/96
03/20/96
03/18/96
Industrial & Environmental Analysts, Inc. (IEA)
IEA Project No.: 381-410
IEA Sample No.: 9603323
Matrix: Water
IEA
Reference No.
9603323-01
9603287-01
Test
Parameter
Ammonia-N
sulfate
INORGANIC QC SUMMARY
SPIKE RESULTS
SPIKE RESULTS (mg/L)
Method
EPA 350.3
EPA 375.4
SA
2.0
5
SR
<0.1
15.0
SSR
2.03
20.3
%R = (SSR -SR)/ (SA)* 100 Control Limits: 75 -125%
Comments:
Corresponding Samples: 9603323-01 through 06
FORM IQCSPK Rev 103194
%R
101
106
Analysis
Date
03/22/96
03;2e/96
ASH MONOFILL
JUNE 26, 1996 SUBMITTAL
Item 1
-Permit 88-01 was originally issued in 1976 and included both the
coal ash landfill and the sludge landfill. The latter was transferred to
the North Carolina Division of Water Quality since it was used only for
the disposal of wastewater residuals. A copy of the most recent
permit for this landfill is attached.
Item 2
-The sludge landfill is located east of the existing ash landfill. This
is shown on Drawing #S-1610-E-3 which is contained in the original
submission.
-Previous permit applications issued for the ash landfill unit
described the permitted waste boundary and the permitted' facility
boundary to be represented by a single line. A SO-foot buffer between
the waste and the facility boundary has been maintained.
-In regards to the ash landfill, P.H. Glatfelter Company owns all
contiguous property except that located northwest of the landfill,
between it and the Davidson River.
-The locations of Q88VS was determined by you after a site visit and
a review of the applicable drawings.
-You are correct. The drawing, S-1610-E-3, should have shown
surface water sampling point, S-3. This sample point is the
confluence of the Spring Drain Outfalls.
Item 3
-Based on the locations of the ash landfill and its constituents, the
other two downgradient monitoring wells have been accepted
previously by the Division of Waste Management.
-The spring under drains are sampled for water quality per your
schedule and the results submitted to the Solid Waste Section in
Raleigh.
-This has been discussed in the past. In late 1995 and early 1996,
a survey of all downgradient water users was conducted. Some of
these used hand-dug shallow wells as well as drilled cased deep wells.
All wells were used to supply drinking water to residents. The results
of this analysis were submitted to you in early 1996. Since then, all
of the homes in this area have been connected to the city water
system.
November 24, 1997 submittal -Attachment A-
The water quality monitoring plan contained in this attachment is
what is currently required by your department. This was discussed
with you on February 25, 1997. The only change was the deletion of
those analysis; arsenic, cadmium, coal chromium, lead, mercury, and
selenium that we had never found above the detection levels since
sampling began. Also, we proposed to eliminate iron and manganese
because of their naturally high levels found in the background well.
TOe was proposed as an additional parameter so as to develop a
comparison with the voe scan. Hopefully, the voe scan could be
eventually eliminated and be replaced with a TOe.
-Drawings showing the location of the "gravity drain lines" and the
"French-drained lines" have been previously submitted to your
department. These were included in various permit applications that
have been approved.
-No one is saying that the concentration of sulfate in well Q88VS
meets the subchapter 2L standard. This well is located at the review
boundary as defined in lSA NCAC 2L.0102. The compliance
boundary as per past permits was the property line.
As I discussed with Jim Coffey on February 25, 1997, the plan
contained in Attachment B would pump all liquid that came into
contact with the ash including the "French drains" and the "gravity
drain lines" to Glatfelter's secondary wastewater treatment plant. We
expect this to significantly reduce the levels of sulfate at sample point
S-2 and at Q88VS. If after appropriate sampling period we do not see
a significant reduction in the sulfate levels at Q88VS, we will propose
an alternate plan to reduce infiltration by either increasing the
existing cover requirements or routing all surface water to the
secondary wastewater treatment plant.
-The location of the piezometers are indicated on Drawing #38202A-
eo 1, which is part of Attachment A. The installation of these
piezometers were discussed with representatives of the Asheville
Regional Office. We were advised that if they were installed to gather
samples of ash to provide needed data for the slope stability analysis,
authorization was not needed. "Below ground surface" refers to the
depth below the top of the covered ash. They were used only to obtain
samples of consolidated ash. Both of the piezometers still exist; we
plan on properly abandoning them in the future.
Attachment B
As described in our November 24, 1997 cover letter to James Coffey,
Attachment A was actually a continuation of past approved practices.
Attachment B would reduce the amount of sulfate entering the
ground water and Thrash Branch. If the plan described in
Attachment B was approved, we propose that the monitoring plan be
reevaluated after one year. Furthermore, as mentioned in Attachment
A's discussions, if we do not see a significant reduction in the sulfate
levels in Q88V5, we will propose an alternative plan to reduce
infiltration and subsequent solubilization of the sulfate in the
uppermost aquifer.
Ecusta a division of P. H. GLATFELTER co.
P.O. BOX 200 • PISGAH FOREST, NORTH CAROLINA 28768-0200
TELEPHONE [phone]
R. J, GUSSMAN
Director, Environmental Affairs
Tel. [phone]
Fax [phone]
Mr. Bobby Lutfy, Hydrogeologist
Solid Waste Section
Division of Solid Waste Management
P. 0. Box 27687
Raleigh, North Carolina 27611-7687
Subject: N.C. Permit No. 88-01
Transylvania County
Dear Mr. Lutfy:
April 17, 1996
This letter and its attachments, and previous submittals of January 26 and February 2,
1996, are in fulfillment of some of the conditions of the subject permit -as clarified by
written and oral communications between the Department of Environment, Health and
Natural Resources and Glatfelter personnel. ·
On March 12, 1996, samplings were conducted on four wells (Q88V2, Q88V3, Q88V 4
and Q88V5) and two surface waters (S-1 and S-2). A discharge from S-3 (spring
drainage) was not found. Attached are copies of the field analysis sheets from the
samplings as well as the laboratory data sheets.
The inorganic laboratory results have been summarized in the attached table. The
Volatile Organic Analysis, EPA Method 8240, conducted on three samples only
indicated the presence of low level carbon disulfide in Q88V3, S-1, and S-2 at 6.5 ug/1
10 ug/1 and 13 ug/1, respectively. No other VOCs were detected above their quanti-
tation limit.
If further information is desired, please call either me at 704/877~234 7 or C. N. Carter
at 717 /225-4711.
RJG/mb
Attachments
cc: Jim Patterson -Asheville I
C. N. Carter
R. S. Lawrence
Sincerely,
Arsenic
Cadmium
Total Ch:r-a lll.J.
Iron
Lead
Mangan€!
Me.rcu:r:y
Se
Sel.eni. \l.tn
pH (Un:i_ t:s)
Ternper~t:
ll..re
T Sul_:f:ct t:~s (
TDs ( !tl.S/t )
..
um
(C)
mg/L)
All.
AlJ..
s~tn..l;:>Jes taken
Ecusta Division, P. H. Glatfelter Co.
Q88v2
<10.0
<5.00
<10.0
2360
<3.00
39.5
<0.200
<5.00
5.1
12
<0.1
23
Groundwater Monitoring
March 12, 1996
Q88v3 Q88v4 Q88v5
<10.0 <10.0 <10.0
<5.00 <5.00 <5.00
<10.0 <10.0 <10.0
45800 1960 15400
<3.00 <3.00 3.98
3680 30.2 6380
<0.200 <0.200 <0.200
<5.00 <5.00 <5.00
6.1 6.6 5.5
12 10 8
12.7 87.6 605
328 437 794
March 12, 1996
S-1
<10.0
<5.00
<10.0
289
<3.00
40 .3
<0.200
<5.00
6.9
9
8.49
20
u~ ::i..t:.s are micrograms/L unless noted
S-2
<10.0
<5.00
<10.0
4130
<3.00
784
<0.200
<5.00
7.1
13
86.4
<10.0
\
:~
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Waste Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
William L. Meyer, Director
AVA
DEHNR
December 19, 1996
Mr. Bob Gussman
Ecusta Paper
P. 0. Box200
Pisgah Forest, NC 28768
RE: Preliminary Evaluation, Ecusta Paper Industrial Landfill, Transylvania County, Permit
Numbers 88-01 and 88-05
Dear Mr. Gussman:
In accordance with the requirements of Rule .0503(2)(d)(ii), the Solid Waste Section has
completed its preliminary evaluation of the information submitted for the referenced landfill.
Rule .0503(2)(d)(ii) establishes the requirements for the operators of new industrial waste
landfills, lateral expansions of existing landfills, and industrial landfills operating after January I,
1998. The rule requires the submittal of a design that ensures that the ground water standards
established under ISA NCAC 2L (2L) will not be exceeded in the uppermost aquifer at the
compliance boundary or a design with a leachate collection system, a closure cap system, and a
composite liner system.
Since the referenced landfill is an existing unlined landfill and it is not economically or
technically feasible to retrofit an existing landfill with liners and a leachate collection system, the
Rule effectively requires the operator to submit a closure cap design that ensures compliance
with 2L or close before January 1, 1998.
The Section required the submittal of waste and site characterization, including available
water quality data to assist in a preliminary evaluation of the existing landfill. The purpose of
this submittal was to determine if a final determination of compliance with Rule .0503(2)( d)(ii)
could be made based upon this information. This letter serves as notification that the information
submitted to date does not provide adequate information to make a final determination as to
compliance with that Rule.
In order to meet the requirements of Rule .0503(2)(d)(ii) and to provide adequate landfill
capacity while evaluating the landfill design for compliance with those requirements, the Section
requires the submittal of a landfill design plan including the following:
A construction and operational plan which limits development of the landfill to the lateral
expansion of the waste "footprint"established as of January I, 1998. The plan shall be
developed in one-year phases and operated in such a manner that the landfill may be
closed at any time.
P.O. Box 27687,
Raleigh, North Carolina 27611-7687
Voice 919-733-4996
FAX [phone]
An Equal Opportunity Affirmative Action Employer
50% recycled/ l Cl°/o post-consumer paper
Mr. Gussman
December 19, 1996
Page2
The capacity of the landfill design plan shall not exceed five (5) years.
A water quality monitoring plan including additional wells located, sampled, and
analyzed in a way that demonstrates compliance with 21. Please contact Bobby Lutfy of
the Section concerning monitoring and sampling parameters.
A closure plan including a final cap system designed to ensure compliance with 2L as
demonstrated by modelling methods acceptable to the Section.
The submittal of this information and acknowledgement of receipt by the Section prior to
January 1, 1998, will constitute compliance with Rule .0503(2)(d)(ii). However; this does not
constitute final determination by the Section that the design ensures that the ground water
standards established under 15A NCAC 2L will not be exceeded in the uppermost aquifer at the
compliance boundary. It should be noted that a lateral expansion beyond the 1998 footprint or a
new landfill must meet all the permit requirements of Rules .0503-.0505, including a
demonstration that the proposed design meets the requirements of Rule .0503(2)(d)(ii).
This letter serves as notification to the owner/operator that the information
previously described as necessary to complete the final determination of compliance with
Rule .0503(2)(d)(ii) shall be submitted to the Section thirty (30) days prior to January 1,
1998.
If there are any questions concerning this letter, please contact Susan Leistiko at (919)
733-0692 extension 262.
~cq;y
es C. Coffey, Supervisor
ermitting Branch
Solid Waste Section
cc: Dexter Matthews
Susan Leistiko
Bobby Lutfy
Julian Foscue
Jim Patterson
C:\ WRIGHT\PROJECTS\INDUSTRL\ECUST _ 88\INDLFS. WPD
LAW ENVIRONMENTAL, INC.
NATIONAL LABORATORY
112 TOWNPARK DRIVE
KENNESAW, GEORGIA 30144
CHAIN OF CUSTODY RECORD
SAMPLING NAME OF FACILITY:
INFORMATION STREET ADDRESS: A ( 404) 421-3389
qt-3e;;7 CITY I STATE:
PROJECT NAME JOB NO. ~~~
{.:" ( \ A <:1-p.,_ t 5'.) 150 -(n-I O~S'l K-:'\''° Co~"".\ ~~ ~'t,
SAMPLEt·(SIGNA"J~m) SAMPLERS INITIALS ( PRINT) LI-r;n ~~ S:> X' -~" )(
Oa: ~ ~;, "" ~~~ "".\ -s.~ if' / /\l II/ .JLA ·w ~~ ~ ~Cj 'o ~ 'o ~ Co~ ~ ~~ <:) "".\ Oz ~~ ~" -!:,.~ ~ ~ [?} q; <ot}--#~ ~ ~c;,<::i ~~ ~ ~'o X' C:J ':,1;-
SAfPLING ~Atf--'/l/
2-
-' <( '°~~,,PS &-.::,.<t> f?}q; ~ ~to [?} ~to~ ~to ~to~ ~to~ <oc:; ~to ~ ~ ~~ <( f-
I 1,;,·-'i' f-2 ~~~~~#~~~~#~#~~~~ n / 00
\ Jl~E/
0..: f-c..:, (:>~ ~ (:> ~(:>~ (:> "(l ',:l ~'v~~'vq; 'v~'v sv ~'v ';;:l ~? c:;"V ~?> ~?> ~?> co * <( ::;;; SAMPLE STATION DESCRIPTION ~ {:' "-'v ~§S "-'v "-'v "-'v "-"-"-'v fl .<.._ 'o °:><i, 'o c:; ~ c:; <i, c:; a: 0 MATRIX ~ (!:l u
33981
ZIP:
FOR LAB
USE ONLY
I ::,i J.:J ';< '.u E , 1CJ~.-3c://1-of I i
l3C)~ 'x \J) F
ILH)i'') "' IJJ f)lltJ-G:>~'r:-VS
\11 :.Z,() !':< \)\ D
l(or)(\ "< ( 1 I {.:.,
I\
DATE/TIME "Sf;;LJLt1J ·
··,;.,--;tJ(SIGi<l"A" tJI\Ef • .. ~=---\/lb/, ,I • 11,;, t9 oc)
WATER-W
SOIL I SEDIMENT -SO
OTHER-NA
REMARKS
I \ o2
l I 03
l I O'/
i I o( ..
'
RECEIVED BY: DATE /TIME RELINQUISHED BY: RECEl),'E: BY LABORAM· J DATE/TIME ...
}{~6ia?'R I ··----------·-·------------. I SIGNATURE\
~~ w_
(SIGNATURE) "' (SIGNATURE)
... . .. . . ... -• -------.... H. -·· -• .. -. •-O. ·---I _.. .... --A.,.._,...... .. ,
PINK COPY RETAINED BY SAMPLERS. YELLOW COPY RETAINED BY LABORATORY.
...-. /' For Law~n~mental National Lab Use Only
Are Custody Seals Present? Yes ~No D Are Custody Seals Intact? Yes ~o D NIA D Inspected~~ A b~ilfCJ-c{J Date: J / 11 f 't (:;,
.LAW KENNESAW REQUEST FOR ANAL VSIS f4~3119
LENL QUOTE# _____ _
PROJECT NAME: ··· ( .l ,... PROJECT NO.: ~3n / C,,)-<c, -IO 7,} PHASE NO.: TASK NO.: __________ _
/
PROJECT MANAGER: t<1:: I J \{) I· L t:0 TAT: (2WK) / HC LAB TAT: (1 WK) RUSH ' _____ (INCURS RUSH FEE)
SAMPLE I.D.: : i t: ., f'llt ll -Cy '<'t \f r::::, l l) l h COC NO.: _:.:, ·:· ,--\ '( 1
TOTAL DISSOLVED ·-·
METALS GC/MS WATER SOIL HYDROCARBON (UST) WATER SOIL
ELEMENT ICP/FLAME AA-GF VOLATILE ORGANICS 8240/624 8240 BTEXIMTBE/IPE 8020/602 8020
ALUMINUM 6010 --VOLATILE ORGANICS 8260 8260 PETROLEUM HYDROCARBONS-IA 418.1 418.1
ANTIMONY 6010 7041 BASE NEUTRAL EXTRACTABLES 8270/625 8270 OIL & GREASE (GRAVIMETRIC) 9070 9071
ARSENIC 6010 7060 ACID EXTRACTABLES 8270/625 8270 PETROLEUM OIL & GREASE (W/SILICA GEL) 9070 9071
BARIUM 6010 --
BERYLLIUM 6010/7090 7091 GC WATER SOIL TPH-SEMI-VOLATILE TPH-VOLATILE
CADMIUM 6010/7130 7131 HALOGENATED VOLATILE ORGANICS 8010/601 8010 CAL/DHS CAL/OHS
CALCIUM 6010 --AROMATIC VOLATILE ORGANICS 8020/602 8020 3550/8015 5030/8015
---·-·-·--·-CHROMIUM 601017190 7191 HALOGENATED & AROMATIC VOLATILE 8021 8021 3550/SFB 5030/SFB
COBALT 6010 7201 PHENOLS 8040/604 8040 DRO-TENN/3550 GRO· TENN/5030
COPPER 601017210 --PESTICIDES AND/OR PCB'S 8080/608 8080 WTPH·DIWA WTPH-GiWA
LEAD 6010/7420 7421 POL YNUCLEAR AROMATIC HYDROCARBONS 8100/610 8100 IOWA/3550 IOWA·S030
---------·---.----------·· .. ---MAGNESIUM 6010 ----HERBICIDES (2.4 D & 2, 4, 5·TP) 8150 8150 GAS/DIESEL-8015/VA
--------MANGANESE 6010/7480 --ETHYLENE DIBROMIDE (EDB) 8011/504 8011
MERCURY 7470/7471 AA Cold Vapor
MOLYBDENUM 6010 --REGULATORY GROUPS
NICKEL 6010/7520 7521
'
RCRA HAZARDOUS WASTE ID
PRIORITY POLLUTANT SCAN APPENDIX IX (FEDERAL)
POTASSIUM 6010 --TCLP METALS IGNITABILITY
PRIORITY POLLUTANT INORGANICS APPENDIX IX (STATE OF GEORGIA)
SILVER 6010/7760 7761 TCLP HERBICIDES CORROSIVITY (PH)
PRIORITY POLLUTANT ORGANICS APPENDIX I (MSWLF)
SELENIUM 6010 7740 TCLP PESTICIDES REACTIVITY (HCN, H2S)
TARGET COMPOUND LIST (TCL) APPENDIX II (MSWLF)
SODIUM 6010 --TCLP ACID EXTRACTABLES PAINT FILTER
TARGET ANAL YTE LIST (TAL)
STRONTIUM 6010 --TCLP BASE NEUTRALS EXTRACTABLES
THALLIUM 6010 7841 TCLP VOLATILES
REMARKS:
TIN 6010 --
TITANIUM 6010
INORGANICS (PLEASE COMPLETE BELOW): --
VANADIUM 6010 7911 .. I s~, > . 1 l ii(l, t :.t:__~-----------------
ZINC 6010/7950 --COMPLETED BY: , iFi(t? \[ f.:..LJ 1,<:.tw \
EPA 200 Series available upon request DATE: ... L~ \L,·(JC __ _
SAMPLE RECEIPT/SHIPPER INSPECTION FORM
A: PRELIMINARY EXAMINATION: Date shipment was opened:
1. Did shipment come withe shipping air bill? l?vJ N N/A
2. If YES. document carrier end air bill number. ~dl'~Y-,q3 /(v/(). YJh.2-
I ~-G) 3. Were custody seats present on samples? y -
4. Were custody seals intect7 y N (Naj
5. Were custody papers filled out property? (v N NA
6. Were custody papers signed? (v) N NA
7. Sampling timels) present? (v N NA
8. Sampling datels) present? I Y; N NA
Worf I ;.2 J ./1..b A-(..-f'_p f A 'L c·_..;; 1
-
9. Type of packing and ice used.
B. LOG-IN PHASE Date samples were togged in: I /17 /c; t,
1. Did all bottles arrive intact? / /) N NA
2. Did all bottle labels agree with custody papers? / v) N NA
3. Were proper containers used for requested test? ty] N NA
4. Were correct preservatives added for requested test? Iv_}_ N NA
5. Was sufficient sample received for requested test? (v,; N NA
6. Were air bubbles present in VOA samples? y N (NAJ
TEMP: :f ~&: 5
C. CORRECTIVE ACTION:
1 . Client notified verbally. Date: Time:
2. Samples processed as received.
SAMPLE CONTROL COORDINATOR
SAMPLE CONTROL SUPERVISOR
INITIAL DATE
.._.,_
.. ia-~-G-1 N-E-~-1-N G_A_N_O_E_N -V 1-R O_N_M_E_N T-A-L -5 E_R_V_I C-E-5 ,-1 N-C.
Janual)' 22, 1996
Ken Voyles .
Law Engineering and Environmental Services
Four Interchange Blvd.
Greenville, SC 29607
Subject: Chemical Analysis of Samples Received on 01/17/96
Project Number: 30150-6-1039
Dear Mr. Voyles:
Law Environmental National Laboratories has completed its analysis of your samples and reports the
results on the following pages. These results relate only to the contents of the samples as submitted.
This report shall not be reproduced except in full without the approval of Law Environmental
National Laboratories.
If there are any questions, please do not hesitate to contact Rhonda K. Arnwine at [phone].
Sincerely,
LAW ENVIRONMENT AL NATIONAL LABO RA TORIES
~ ~ &-" (01-22.-er~)
W. Paul Brafford
Laboratol)' Manager
WPB:pah
Enclosures: Data Report
Invoice
NATIONAL LABORATORIES
112 TOWNPAAK DRIVE • KENNESAW, GEORGIA 30144
(n0)421·3300 • FAX (n0)421·3301
OH<Of1ltlUWC0WAIIU Ii)
LAW ENVIRONMENTAL NATIONAL LABORATORIES
TEST DATA REPORT
Date 01/22/.96
Page 1
Lab Number
Project No.
Project Name
.96-3419-01
30150-6-1039
ECUSTA
Manager: KEN VOYLES
Station ID E
Matrix W
Type GRAB
Collector : 'JA
---Project Information ---
Cust. No.
---Sample Information ---
Sampled Date/Time
Received Date/Time
Received From/By
Chain of Custody
Number of Containers
01/16/96
01/17/96
JA/JA
33981
1
12:12
0.9:49
Parameter •.•..•••.•••••...••.••.•...••. Method .••. Units DL ••.••••• Results ••• Test Date Analy
--INORGANIC CHEMISTRY RESULTS
Residue, Non Filterable (TSS)
Sulfate
Turbidity
Remarks:
EPA 160.2
EPA 375.2
EPA 180.1
mg/1
mg/1
N.T.U
10
5.0
0.70
ND
ND
4.2
DL = Detection Limit ND= Not Detected at the DL
01/17/96
01/18/96
01/17/96
Unless otherwise noted, all soil test results are calculated based on dry weight.
Signed
GW
DF
CMW
LAW ENVIRONMENTAL NATIONAL LABORATORIES
TEST DATA REPORT
Date 01/22/96
Page l
Lab Number
Project No.
Project Name
96-3419-02
30150-6-1039
ECUSTA
Manager: KEN VOYLES
Station ID F
Matrix w
Type GRAB
Collector: JA
---Project Information ---
Cust. No.
---Sample Information ---
Sampled Date/Time
Received Date/Time
Received From/By
Chain of Custody
Number of Containers
01/16/96
01/17/96
JA/JA
33981
l
13:05
09:49
Parameter .•..••••••...•...•....••••...• Method ••.• Units DL ••...... Results ..• Test Date Analy
--INORGANIC CHEMISTRY RESULTS
Residue, Non Filterable (TSS)
Sulfate
Turbidity
Remarks:
DL = Detection Limit
EPA 160.2
EPA 375.2
EPA 180.l
mg/1
mg/1
N.T.U
10
5.0
0.70
ND
ND
0.88
ND= Not Detected at the DL
01/17/96
01/18/96
01/17/96
Unless otherwise noted, all soil test results are calculated based on dry weight.
Signed ~ ~
GW
DF
CMW
Date
Page
LAW ENVIRONMENTAL NATIONAL LABORATORIES
TEST DATA REPORT
01/22/96
1
Lab Number
Project No.
Project Name
96-3419-03
30150-6-1039
ECUSTA
Manager: KEN VOYLES
Station ID MW-Q88V5
Matrix W
Type GRAB
Collector : · JA
---Project Information ---
Cust. No. :
---Sample Information ---
Sampled Date/Time
Received Date/Time
Received From/By
Chain of Custody
Number of Containers
01/16/96
01/17/96
JA/JA
33981
1
14:00
09:49
Parameter •......•••....•.••.•.•..•..... Method ...• Units DL ...•••.. Results ..• Test Date Analy
--INORGANIC CHEMISTRY RESULTS
Residue, Non Filterable (TSS)
Sulfate
Turbidity
Remarks:
EPA 160.2
EPA 375.2
EPA 180.1
mg/1
mg/1
N.T.U
10
5.0
0.70
120
310
52
DL = Detection Limit ND= Not Detected at the DL
01/17/96
01/18/96
01/17/96
Unless otherwise noted, all soil test results are calculated based on dry weight.
Signed~~
GW
DF
CMW
LAW ENVIRONMENTAL NATIONAL LABORATORIES
TEST DATA REPORT
Date 01/22/96
Page 1
Lab Number
Project No.
Project Name
96-3419-04
30150-6-1039
ECUSTA
Manager: KEN VOYLES
Station ID D
Matrix W
Type GRAB
Collector: JA
---Project Information ---
Cust. No.
---Sample Information ---
Sampled Date/Time
Received Date/Time
Received From/By
Chain of custody
Number of Containers
01/16/96
01/17/96
JA/JA
33981
1
14:30
09:49
Parameter .••...•••••...•...••••..•..•.• Method ...• Units DL .•.••••. Results .•. Test Date Analy
--INORGANIC CHEMISTRY RESULTS
Residue, Non Filterable (TSS)
Sulfate
Turbidity
Remarks:
EPA 160.2
EPA 375.2
EPA 180.l
mg/1
mg/1
N.T.U
10
5.0
0.70
12
11
17
DL = Detection Limit ND= Not Detected at the DL
01/17/96
01/18/96
01/17/96
Unless otherwise noted, all soil test results are calculated based on dry weight.
Signed 1~ ~
GW
DF
CMW
Date 01/22/96
Page l
Lab Number
Project No.
Project Name
LAW ENVIRONMENTAL NATIONAL LABORATORIES
TEST DATA REPORT
96-3419-05
30150-6-1039
ECUSTA
---Project Information ---
Cust. No.
Manager: KEN VOYLES
Station ID
Matrix
Type
Collector
A
w
GRAB
JA
---Sample Information ---
Sampled Date/Time
Received Date/Time
Received From/By
Chain of Custody
Number of Containers
01/16/96
01/17/96
JA/JA
33981
1
16:00
09:49
Parameter ...••••••••..••••••...•..••... Method .•.. Units DL •.••.•.• Results .•• Test Date Analy
--INORGANIC CHEMISTRY RESULTS
Residue, Non Filterable (TSS)
Sulfate
Turbidity
Remarks:
EPA 160.2
EPA 375.2
EPA 180.l
mg/l
mg/l
N.T.U
10
5.0
0.70
ND
7.8
1. 7
DL = Detection Limit ND= Not Detected at the DL
01/17/96
01/18/96
01/17/96
Unless otherwise noted, all soil test results are calculated based on dry weight.
Signed~~
GW
DF
CMW
WELLID#__j:
FIELD DATA INFORMATION LOG FOR GROUND-WATER SAMPLING
Date Sampled I· \Ca .q"'
Weather Conditions
Field Personnel -~-'~L=A_.__ ______ _
Site Name ~CJ..\..~.:,--y~ Temp
Job# ~o \Sc-Co -\o 35 _oc
WelllD# MW_ RW ww_E_ _of
Well location relative to source:
D Upgradient Total Well Depth (TWD) =
D Downgradient Depth to Ground-water (DGW) =
Length of Water Column (LWO = TWD • DGW =
1 Casing Volume(OCV) = LWCx 0.17 (2") 0.66 (4") OOther __ =
osunny @cloudy
0Raining OWindy
OOther
-----1/100 ft
-----1/100 ft
-----1/100 ft
_____ gal.
5 Casing Volumes= ----
Method of Well Evacuation
gal. = Standard Evacuation Volume
Pump: 0Grundfos Disco Oother
Non-Dis. Bailer: OStainless DPVC 0Poly DTeflon
Dis. Bailer: OPoly DTeflon
Method of Sample Collection
Pump: 0Grundfos Disco DOther
Non-Dis. Bailer: OStainless DPVC DPoly DTeflon
Dis. Bailer: 0Poly DTeflon VOLUME PURGED (gallons)
Total Volume of Water Removed gal. TIME (military)
Remarks pH (S.U.)
Eh (mV)
Sp. Cond. (umhoslcm)
Casing Diameter
Casing Material
O 2· 04" 06" os· 00ther __ _
D PVC OStainless Steel D Other ______ _
Well Type D Flush-mount Dstick-up
Measuring Point Elevation 1/100 ft.
1/100 ft.
1/100 ft.
Height of Riser (above land surface)
Land Surface Elevation
Screened Interval 1/100 ft.
Dedicated D Pump or 0Bailer Type----------
Steel Guard Pipe Around Casing D Yes D No
Locking Cap D Yes D No
Protective Post/Abutment D Yes D No
Well Integrity Satisfactory D Yes D No
Well Yield D Low D Moderate D High
pH Meter Used O HACH ~ORION O HYDAC
D Other ---------
Conductivity Meter Used D YSI #1 1ivs1 #2 O HYDAC
D Other ---------
FIELD ANALYSES
INl"'t'lt~L
\.'.:l4S \a.c." ,~s.s \"?:.00 13oS
~. B(i ~.1;1. 7, oo 7.oj <o. qo
--------
~o So G,c., t:,o ~o
LAW ENGINEERING Water Temp. ~c D°F '6. -~ \a.. l \ '"-\ . " \!.\-. ~ ''-'· s
FOUR INTERCHANGE BOULEVARD
GREENVILLE, SOUTH CAROLINA 29607
[phone]
TURBIDITY (subjective)*
* (1) Clear (2) Slight (3) Moderate (4) High \ \ ' I I
WELL ID# _E.=--
FIELD DATA INFORMATION LOG FOR GROUND-WATER SAMPLING
Date Sampled \ -\(., -GCo
Weather Conditions
Field Personnel --=-'::e...::L:Lf\.1..-______ _
Site Name twS."Tf\ Temp
-oc Job# 3at Sc -Co-lo3j
WelllD# MW_ RW WW E:_ _oF
Well location relative to source:
D Upgradient Total Well Depth (TWD) =
D Downgradient Depth to Ground-water (DGW) =
Length of Water Column (LWC) = TWD -DGW =
1 Casing Volume (OCV) = LWC x 0.17 (2") 0.66 (4 ") OOther __ =
OSunny rn"cloudy
ORaining OWindy
OOther
-----1/lOOft
-----1/100 ft
-----11100 ft
_____ gal.
5 Casing Volumes= -----gal. = Standard Evacuation Volume
Method of Well Evacuation
Pump: 0Grundfos
Non-Dis. Bailer: O Stainless
Dis. Bailer: D Poly
Method of Sample Collection
Pump: OGrundfos
Non-Dis. Bailer: Ostainless
Disco OOther ____ _
OPVC OPoly 0Teflon
OTeflon
Disco OOther
OPVC OPoly DTeflon
Casing Diameter
Casing Material
0 2" 04" 06" 08" OOther __ _
O PVC OStainless Steel O Other _____ _
Well Type O Flush-mount OS tick-up
Measuring Point Elevation 1/100 ft.
Height of Riser (above land surface)
Land Surface Elevation
1/100 ft.
1/100 ft.
Screened Interval 1/100 ft.
Dedicated 0Pump or DBailer Type __________ _
Steel Guard Pipe Around Casing O Yes O No
Locking Cap D Yes D No
Protective Post/Abutment O Yes D No
Well Integrity Satisfactory O Yes O No
Well Yield O Low D Moderate O High
pH Meter Used O HACH 0' ORION O HYDAC
D Other ---------
Conductivity Meter Used D YSI #1 raYSI #2 O HYDAC
O Other ---------
FIELD ANALYSES
Dis. Bailer: OPoly OTeflon VOLUME PURGED (gallons) I \..I CT 11\..L
Total Volume of Water Removed gal.
Remarks
LAW ENGINEERING
FOUR INTERCHANGE BOULEVARD
GREENVILLE. SOUTH CAROLINA 29607
[phone]
TIME (military)
pH (S.U.)
Eh (mV)
Sp. Cond. (umhos/cm)
Water Temp. ~c 0°F
TURBIDITY (subjective)*
* (1) Clear (2) Slight (3) Moderate (4) High
I 1S1
(o. iG,
--
So
~-3
I
I d...O::t I .Q.(,, lc9..1~
(p." \ G.-,. (iq 1.1<2;
----
So So Sc:.
~.-:t.. <r<. ~ ~-~
I I I
u_;tU-! t1f \)
LAW ENGINEERING
FOUR INTERCHANGE BOULEVARD
GREENVILLE, SOUTH CAROLINA 29607
[phone]
FIELD DATA INFORMATION LOG FOR GROUND-WATER SAMPLING
Date I -I G::> , 9 ~
Field Personnel ---=.J:...:L=.!5..l...... ____ _
Weather Conditions
Temp D Sunny rn/c1oudy
-"C D Raining D Windy
-"f D Other
Site Name EC..U SJ A
Job, 301 $o -6 -I o 3 'l
Well ID~_....,D""'--------
D Upgradient D Downgradient
Total Well Depth (TWO)"'
Depth to Ground-water (DGW) ..
---------11100 ft
---------1/100ft
Length of Water Column (LWC) = TWO -DGW = ---------11100 ft
1 Casing Volume (OCV) = LWC x = _________ gal.
5 Casing Volumes= ----
Method of Well Evacuation
gal. = Standard Evacuation Volume
Pump: 0Grundfos Disco OOther
Non-Dis. Bailer. OStainless OPVC 0Poly DTeflon
Dis. Bailer. OPoly DTeflon
Casing Diameter
Casing Material
0 2" 04" 06" OB" OOther __ _
D PVC 0Stainless Steel OOther _____ _
Well Type D Flush-mount OStick-up
Measuring Point Elevation
Height of Riser (above land surface)
Land Surface Elevation
Screened Interval
1/100 ft.
1/100 ft.
1/100 ft.
1/100 ft.
Dedicated D Pump or 0Bailer Type----------
Steel Guard Pipe Around Casing O Yes O No
Locking Cap O Yes ONo
Protective Post/Abutment
Well Integrity Satisfactory
Well Yield
pH Meter Used
Conductivity Meter Used
OYes ONo
OYes ONo
D Low D Moderate
O HACH u(ORION
D Other
O YSI #1 gys1 #2
D Other
FIELD ANALYSES
O High
O HYDAC
O HYDAC
Method of Sample Collection VOLUME PURGED (gallons) I "-Jf11~L
Pump: 0Grundfos Disco OOther TIME (military) I Li 1$ 11..1 ao I LI d,.'.l. \ 4 14 14 3{)
pl;f (S.U.) (~ .?.,7 s. C:, 7 ·s.1g ':).81f S, ,~
Eh (mV) ---· --
Non-Dis. Bailer. OStainless OPVC 0Poly DTeflon
Dis. Bailer. OPoly DTeflon
Sp. Cond. (umhosl'cm) 7o &~ t'::> 75 60
Water Temp. doe 0°F 5,7 13,0 I '3 • ( 13. I ll. s
Total Volume of Water Removed gal.
Remarks
TURBIDITY (subjective)* ~ ;;i. ;)... ;;.. 2. * (1) Clear (2) Slight (3) Moderate (4) High
LAW ENGINEERING
FOUR INTERCHANGE BOULEVARD
GREENVILLE, SOUTH CAROLINA 29607
[phone]
FIELD DATA INFORMATION LOG FOR GROUND-WATER SAMPLING
Weather Conditions
Temp O Sunny 5(Cloudy
-°C O Raining O Windy
-"f O Other
Date \ • \C:, -1<e
Field Personnel _ __,,w.)-=LA=------
Site Name );.(,..L\~m
Job# 301 ;>D. ~ -I0°3q
Well ID #U(u_-'f\..l.... ______ _
O Upgradient O Dov.mgradient
Total Well Depth (TWO)"'
Depth to Ground-water (DGW) ,.
---------1/100 ft
---------1/100ft
Length of Water Column (LWC) ,. TWD • DGW ::s ---------11100 ft
1 Casing Volume (OCV) = LWC x ,. _________ gal.
5 Casing Volumes = gal. = Standard Evacuation Volume
Method of Well Evacuation
Pump: OGrundfos Disco Dother
Non-Dis. Bailer: OStainless OPVC DPoly OTeflon
Dis. Bailer: OPoly DTeflon
Casing Diameter 0 2· 04" 06" OB" OOther __ _
Casing Material
Well Type
O PVC 0Stainless Steel D Other _____ _
D Flush-mount OStick-up
Measuring Point Elevation
. Height of Riser (above land surface)
Land Surface Elevation
Screened Interval
11100 ft.
11100 ft .
1/100 ft.
1/100 ft.
Dedicated 0Pump or OBailer Type _________ _
Steel Guard Pipe Around Casing O Yes ONo
Locking Cap O Yes 0No
Protective Post/Abutment O Yes ONo
Well Integrity Satisfactory D Yes ONo
Well Yield O Low O Moderate D High
pH Meter Used O HACH ~RION O HYDAC
D Other-.---------
O YSI #1 i2?vs1 #2 Conductivity Meter Used O HYDAC
D Other--------
FIELD ANALYSES
Method of Sample Collection VOLUME PURGED (gallons) INIT\A'-
Pump: 0Grundfos Disco Dother TIME (military) ISL{ S /f,<;,() /SSS l<coo
Non-Dis. Bailer: OStainless OPVC OPoly OTeflon
Dis. Bailer: OPoly DTeflon
pH (S.U.) 1.~7 ~.,g 'Ci,,$7 ~. S'-{
Eh (mV) ----Total Volume of Water Removed gal.
Remarks
Sp. Cond. (umhos/cm) !So \ID 110 \10
Water Temp. mk 0°F ~.t; ICJ, S ,,. 1 \~. 3
TURBIDITY (subjective)* I \ l I * (1) Clear (2) Slight (3) Moderate (4) High
HAMPTON, HINTZ & ASSOCIATES, INC.
LAND SURVEYORS ·
525 NEW AIRPORT ROAD
FLETCHER, N.C. 28732
PHONE: CODE 704 WILLARD A. HINTZ, R. L S.
CHARLES 0. HAMPTON.JR., R. LS.
January 15, 1996 A ARDEN 61H-Hl7
El'':~,~ , ,-D -.t_ '. . ,;' C:t
Mr. Jack Garren
Ecusta Division
P.H. Glatfelter Co.
P.O. Box 200
Pisgah Forest, N.C. 28768
Dear Jack:
The following is a report to accompany the maps of the area
adjacent to Brown No. 2 Ash Monofill .-My job number 95-086.
The planimetric mapping was obtained by aerial
photogrammetric means from photography taken December, 1995.
Sixteen field surveyed control points were established to
check and ensure the accuracy of the mapping. The overhead
utility lines were drawn from field observations. The
underground utilities were drawn from field observations
together with maps, drawings and other information provided
by various utility companies and County agencies.
Some wells were drawn from field observations. The majority
of the wells were drawn from information provided by Leighton
Long of the County Health~Department and Charles St. Clair
of the Land of Sky Regional Council. Mr. Long also provided
the approximate locations of the septic fields.
The water lines shown are all of recent construction and were
drawn from field observation of valves and hydrants combined
with design drawings prepared by B. P. Barber and Associates,
Inc., Engineers, Surveyors and Planners, 349 E. Blackstock
Road, Spartanburg, S. C. 29301. Telephone: [phone].
Underground power lines were drawn from maps prepared by
Eddie Reese of Duke Power.co., Cashiers Valley Road, Brevard,
N. c. 28712. Telephone: [phone].
Underground telephone lines were drawn from maps in the
Citizen Telephone Company Engineering Office and information
provided by Citizen Telephone Company Engineering Department
employees Jimmy Aldridge and Derris R. Gillespie.
Telephone: [phone].
Underground cable television lines were drawn by Sylvan
Valley Cable TV Supervisor Mark V. McGaha, P. o. Box 1177,
' Brevard, N. C. 28712. Telephone: [phone].
Mr. Jack Garren
Page 2
January 15, 1996
Jerry Atkins of the Public Service Gas Company of North
Carolina was consulted regarding underground gas lines. From
his personal knowledge and the existing route maps, it was
determined that no gas lines were located within the mapped
area.
Sources consulted, but unable to provide additional
information, were Dan Owen of the Public Works Department,
Steve Warren of the City Planning Department and Mark Burrows
of the County Planning Department.
Sincerely,
INC.
COH/bb
cc: Mr.Bob Gussman
Ecusta a division of P.H. GLATFELTER co.
R. J, GUSSMAN
P.O. BOX 200 • PISGAH FOREST, NORTH CAROLINA 28768·0200
TELEPHONE [phone]
Director, Environmental Affairs
Tel. [phone]
Fax [phone]
Mr. Bobby Lutfy, Hydrogeologist
Solid Waste Section
Division of Solid Waste Management
P. 0. Box 27687
Raleigh, North Carolina 27611-7687
Subject: N.C. Permit No. 88-01
Transylvania County
Dear Mr. Lutfy:
January 26, 1996
This letter and accompanying enclosures are in fulfillment of some of the
conditions of the subject permit--as clarified by written and oral communications
between the Department of Environment, Health and Natural Resources and
Glatfelter personnel.
l. A copy of a recent USGS Pisgah Forest Quadangle showing the area of
concern.
2. A planimetric map, R736-El and R736-E2, of the area within 2,000 feet of the
landfill boundary. These maps do not extend beyond the Davidson River nor
the ridge line, as agreed in our telephone call of November 21, 1995. These
maps show the location of any underground utility, including wells, septic
tanks and nitrification fields, public water lines, natural gas, telephone, cable
television and power lines, which were determined by a review of public
records and from field observations.
3. A report from our mapping consultant, Hampton, Hintz and Associates,
describing how the information on the underground utilities were gathered.
Mr. Bobby Lutfy, Hydrogeologist
Division of Solid Waste Management
January 26, 1996
Page 2
4. All the wells within 1,000 feet of the ash monofill are identified on drawing
R736-El as:
Reported Approx. Distance
Well Depth, Hand Potable Water in feet to
Symbol Identity Feet Drilled Dug Yes No Q88v5 Landfill
(A) Blackburn 65 x x 690 600
(E) Fulcher 250 x x 380 400
(D) Davenport 42 x x 275 260
(F) Metzger 225 x x 380 300
Q88v5 Sample Well 21 x x 0 40
Two other hand-dug wells, (B) and (C), were also found within this area. Well
( C) has not been used in many years and appears to have been partially fiUed
in, according to the new owner, with metal objects. The former well is located
under a house, the pump has been pulled and the well sealed, according to the
owner. The owner did not want us to unseal the well. Both of these wells
were discussed with you on January 11.
5. All of the field analysis sheets from the well samplings and the laboratoey data
sheets from the January 16 sampling. All laboratory analysis was done in a
North Carolina certified laboratory.
The well sampling of January 16 resulted in the following information:
Well Q88v5
Parameters ® 00 ill} ID 11/8/95 1/161S
pH 6.54 5.92 7.18 6.90 5.2 5..6!!!
Sp. Cond., umhos/cm 110 80 50 60 470 56ij
T, °C 12.3 11.5 8.3 14.5 13 10.9
TSS, mg/1 ND 12 ND ND 1ffl
804, mg/I 7.8 11 ND ND 356 310
Turbidity, NTU 1.7 17 4.2 0.8 52
TDS, mg/I Results not available as of 1/26/96.
Mr. Bobby Lutfy, Hydrogeologist
Division of Solid Waste Management
January 26, 1996
Page 3
If further information or backup data is desired, please call either me at 704/877-
2347 or C. N. Carter at 717 /225-4711.
&JG
jh
Enclosures
cc: Jim Patterson -Asheville
C. N. Carter
R. S. Lawrence
Sincerely,
07)~
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I.
NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Solid Yaste Ma11ageme11t
Solid Yaste Section
SOLID YASTE MAIIAGEJEIIT FACILITY EVALUATIOI REP(J!T
Pe,..it Conditions Followed <---· Yes No N/A
I
A. , Specific Condition(s) Violated'------------------------------~--
/
II. Operational Re<1,,1irements Followed _..-Yes ___llo
15A N.C. Amin. Code 138 Section -~·-0~,,S~t!J~:f' _______ _
A. Specific Violation(s) by R..lllber and Letter.
h1' l ,_.,
Evaluation Date /2,.. // ..-t,/
DEHNR 3793 (Part I "1ite: Faci L ity
Sol id Yaste C t~ on'--__,~;.u:=--=-->..--;..--,,:,.,;..:t;t:.JZ,.""""'..._ __ _
Part II CanafV: Centra
Sol id Yaste Section (Review 7/94)
"
I\n:p(:se: G.S. 130A-294 requires that an evaluation program be established for the
q,eration of solid waste management facilities on a statewide basis. 'Ihe
Solid Waste Management Act am Solid waste Management Rules codified at
15A NC.AC 13B list requireroonts which _ must be folla.Jed by solid waste
facilities.
Inst:nrt.:i.ais: Solid Waste section personnel shall c:x:mplete the evaluation fo:rm each
tine they corrluct official evaluations. 'Ihe fo:rm shall be signed by
the person(s) receivirg the report.
Di.stril:ntial: Part I White: facility cc.py
Part II carm:y: Raleigh central office -file cc.py
Part m Pink: Regicmal. office file cc.py
Di.spositicn: 'Ihis fo:rm ma.y be retained in acxx:>rdance with the Record Retention and
. Disposition Schedule of the Solid Waste section, Solid Waste Management
Division of the Deparbnent of Envirornnent, Health am Natural Resources.
I.
NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Sol id "3ste Nauagemei,t
Sol id "3ste Section
SOLID YASTE NAIAGEJEIH FACILITY EVALUATIClf REPOIT
~
eou,ty 7 J: /ttts ; lo 'to ~ •: ?
Location 5 R IS" 0 tJ: i rp, Sr(1 !ti
' Permit Conditions Followed _'f, __ Yes · ___ No N/A
A. Specific Condition(s) Violated. ______________________________ _
II. Operational Re<JJirements Followed "I,._ Yes ___ llo
15A N.C. Adliin. Code 138 Section __ -o_5c__D_5 ________ _
A. Specific Violation(s) by ruiber and letter.
III. Other Violations of Rule or Law ______________________________ _
IV. Evaluator's Camerlts __________________________________ _
V. Contiruation Page Req.iired? __ Yes .1(___110 Receivi~ Si!Jlllt~e._···-+..µ.~d--.,.Ll:,....:,9 ==!:!;;:.=::L=:...:_=---
Evaluation Date b / J" / ~ L
DEHNR 3793 (Part I \llite: Facility
Solid "3ste Section (Review 7/94)
RD:pose: G.S. lJOA-294 requires that an evaluation program be established for the
cperation of solid waste manageIOOI1t facilities on a statewide basis. 'Ihe
Solid Waste ManageIOOI1t Act am Solid waste ManageIOOI1t Rules codified at
15A NCAC 13B list requirements which must be folla-Jed by solid waste
facilities.
Instructi.ais: Solid Waste Section personnel shall canplete the evaluation fonn each
tine they romuct official evaluations. 'Ihe form shall be signed by
the person(s) receiving the report.
Di.st.r:ibJticn: Part I White: facility ocpy
Part II O:mal::y: Raleigh central offire file ocpy
Part m Pink: Iegiooal offire file ocpy
Dispositicn: 'Ihis form may be retained in acex>rdance with the Record Retention and
Disposition Schedule of the Solid Waste section, Solid Waste Management
Division of the Department of Envirornnent, Health a:rrl Natural Resources.
NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Divisioo of Solid Yaste Ma11ageme11t
Sol id Yaste Sectioo
SOLID YASTE MAJIAGEJEIIT FACILITY EVALUATIIJI REPOlT
Name of Facility ~en ~1n~1111.,.,.,,. L 7""'1(,..~.t· f JG-F ,,·t. ,' {/
Date of Last Evaluatioo b f 5 f '1
I. Per-.it Cooditions Followed jl_Yes No II/A
A. Specific Coodition(s) Violated'--------------------------
II. Operational R~irements Followed ~ Yes llo ---
15A N.C. Adliin. Code 138 Sectioo -~"~0_$'.~0i~.$=. --------
A. Specific Violatioo(s) by l'Ulber and Letter . .
>:f.:a \/i~~~-r,,,..~ l-1&11,r[)
Ill. ~her~~~ionsof Rule~ L~'-----------------------------------~
IV. Evaluat~'s cai.ents ______________________________________ _
V. Contiruatioo Page R~ind? __ Yes -¥110
Evaluatioo Date ('"' /is,.... ''f '
DEHIIR 3793 (Part I .aiite: Facility
Solid Yaste Section (Review 7/94)
.I
PUI.pa;e: G.S. 130A-294 requires that an evaluation program be established for the
q,eration of solid waste management facilities on a statewid~ basis. 'lhe
Solid Waste Management Act arrl Solid Waste Management Rules codified at
15A NC.AC 13B list requireJrents which must be followed by solid waste
facilities.
:rnstnx:ti.a1s: Solid Waste Section personnel shall canplete the evaluation fonn each
time they conduct official evaluations. 'lhe form shall be signed by
the person(s) receivirq the report.
Dist::ril:utiai: Part I tlrlte: facility cq,y
Part II canary: Raleigh central office file cq,y
Part m Pink: Regiooal office file cq,y
Dispositicn: 'Ih.is fonn may be retained in accordance with the Reo::>rd Retention and
Disposition Schedule of the Solid Waste section, Solid Waste Management
Division of the Department of Envirornnent, Heal th am Natural Resourc.es.
f
I I
r I I
NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Solid Yaste Na11ageme11t
Sol id Yaste section
SOLID YASTE NAIIAGEJEIIT FACILITY EVALLIATIOI REIUT
Type of Facility J;.J,.,~h-i;) h Zr c,1 r. ii Per11it # ?J'il-0 I
Nane of Facility £c..u <:tie -~ptr:r,ry l-'2t-,Jh: i I ( -1\·-:;h)
v
Date of Last Evaluation / 2 l · 'z ;)_.
I. Pe,..it Conditions Followed _,_-'_Yes No NIA
A. Specific Condition(s) Violated. _______________________________ _
II. Operational Re<JJirements Followed ..X-Yes ___ 110
15A N.C. A<illin. Code 138 section __ @_O_S..=_o..::;_c ___ ) ______ _
A. Specific Violation(s) by l"Ulber and Letter.
III. ~her~olationsof Rule or L~~--------------------------------
IV. Evaluator's cai.ents ____________________________________ _
v. Continuation Page RecJ,1ired? __ Yes
Evaluation Date 5 } b 1 9 b
DEHNR 3793 c\>art I .aiite: Facility
Sol id Yaste Section (Review 7/94)
l\n:pose: G.s. 130A-294 requires that an evaluation program be established for the
cperation of solid waste managelOOl'lt facilities on a statewide basis. 'Ihe
Solid Waste ManagelOOl'lt Act am Solid waste ManagelOOl'lt Rules codified at
15A NCAC 13B list requirements which must be follaved by solid waste
facilities.
Inst:ructiais: Solid Waste Section personnel shall ccmplete the evaluation fonn each
tll'OO they corrluct official evaluations. 'Ihe fonn shall be signed by
the person(s) ~iving the report.
Di.str:ibiticn: Part I "White: facility <xpy
Part II canacy: Raleigh central offioa file cx:py
Part m Pink: Regiooal. offioa file cx:py
Dispositiai: 'Ihis fonn may be retained in acco:rrlance with the Record Retention and
Disposition Schedule of the Solid Waste Section, Solid Waste Management
Division of the Deparbnent of Envirornoont, Health am Natural Resourc.es.