HomeMy WebLinkAboutBoxmeer_Preliminary Site Assessment 4-18-94PRBLIMINARY SITE ASSESSMENT
Stork Screens of America
3201 North I-85
Charlotte, Norttr Carolina 282t3
SPATCO Work Order #90004908
PREPARED FOR:
Fred Monroe
Stork Screens of America
3201 North I-85
Charlotte, NC 28213
PREPARED BY:
SPATCO Environmental
5100 North I-85, Suite 7
Charlotte, North Carolina 28?06
April 18, 1994
TABLE OF CONTENTS
CERTIFICATION ....iii
1.0 INTRODUCTION 1
2.0 SITEDESCRIPTION .....1
3.0 FIELDMETHODS... 1
4.0 LABORATORY RESULTS 2
LIST OF ruGARES
Figure 1 USGS Quadrangle Map
Figure 2 Site Map
Figure 3 Soil Oil and Grease Concenfrations
APPENDICBS
Appendix I Boring log and well constnrction details
Appendix tr IaboraOry Results
ii5/o* Srrrlr otAn iq PSA, WOi*491N, <-94
CER,TIFICATION
This report has been prepared under the guidance of a North Carolina Licensed Geologist to
meet the requirements for the North Carolina Department of Environment, Health and Natural
Resources. The information and conclusions expressed in this report are based upon normal
standards of the profession and limited to information available at this time. Chemical analysis
of samples associated with this report were performed by a subcontracted independent certified
laboratory. Iaboratory results have been accepted on the basis of subcontractor's internal
laboratory procedures and should be considered qualiative unless verified with appropriate
QA/QC samples analysis.
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1.0 INTRODUCTION
On September 16, 1993, SPATCO removed one underground storage tank and one oil/water
separator from the Stork Screens of America site located at 320I North I-85 in Charlotte. Soil
samples were collected from below the tank excavation. I-aboratory analysis of the samples
indicated concentrations of petroleum hydrocarbons and halocarbons in excess of regulatory
guidelines in the samples collected from beneath the UST and oil/water sepamtor.
In Febnrary 1994, SPATCO conducted a preliminary soil and ground water assessment to
determine if ground water had been impacted by the petroleum hydrocarbons and to delineate
the extent of peroleum hydrocarbons and halocarbons in the soil at the site. As part of the
assessment, SPATCO collected soil samples from around the former UST excavation with a
GEOPROBEP direct push sampler, and insalled a monitoring well in the former UST excavation
and collected soil and ground-water samples from the well. This report details the soil
assossment, well insallation and soil and ground-water sampling results.
2.0 SITE DESCRIPTION
The site is a textile machinery manufacturing facility 1oc"; at 3zillNorth I-85 in Charlotte,
Norttr Carolina. The site is located in an industrial area. Figure 1 is a copy of the USGS 7%
minute quadrangle showing the location of the site. Water is provided to the site and
surrounding prope*ies by the City of Charlotte.
3.0 tr'IELD MEIEODS
On February 28, L994, SPATCO Environmenal insalled one Type tr monitoring well, ld\M-l.
Figure 2 is a site plan showing the location of the well. A soil boring was advanced through
the former UST excavation using hollow stem auger methods. Soil samples were collected from
the boring every five feet utilizing a split-spoon sampler. The boring was completed as a two-
inch diameter monitor well. The well was constructed at a depth of 50 feet using Schedule 40
PVC casing and 20 fer;t of 10 slot screen. The well annulus wan filled with #L typ filter pack
and a trvo foot bentonite seal was placed two feet above the top of the scr@n. The well was
fu*ka uclAmb, NL WU9198, 110-%
completed flush to grade with a locking cap, water-tight seal, and a bolt-down manhole. A
boring log and well construction details are attached in Appendix I. The soil sample collected
from the boring exhibiting the highest organic vapor concentrations and the sample collected
from above the water table were analyzed for oil and grease (EPA method 9071) and Volatile
organics (EPA method 8021).
On March 1,1994, SPATCO collected a ground-water sample from lvflil-l. Prior to sampling,
the well was gauged for depth to water and presence of liquid phase hydrocarbons (LPH) using
a decontaminated interface probe. The well was purged of at least three well volumes using a
diqposable Teflon bailer. The sample was collected using a Teflon bailer and analyzed for
acid/base neutral-extractables (EPA Method 625), volatile organics (EPA Method 624) and
RCRA meals by EPA Method 3030c.
To delineate the extent of petroleum hydrocarbons and halocarbons in the soil at the site,
SPATCO Environmental used a GEOPROBEQ sampler to collect soil samples from the area.
The GEOPROBE@ .sampler hydraulically pushes a 314-inch sampler to the desired sampling
depth. Once the sampler is at the sample depth, a stop plug is removed from the sampler, and
the sampler is pusher past the sampte depth and the sample is collected in a new acetate liner.
On March 30 and 31, 1994, SPATCO Environmental collected soil samples from around the
former UST excavation with a GEOPROBE@ direct push sampler. Soil sample locations are
shown on Figure 2. Soil samples were collected from the borings every ten feet and scteened
with aportable gas chromatograph with aphotoinoziation detector efD). The sample exhibiting
the highest PID reading were shined to a laboratory and analyzed for oil and grease (EPA
method 9071) and Volatile organics (EPA method 8021).
4.0 LABORATORY REST'LTS
Soil sample analytical results are summarized in Table I, and the laboratory reports are attached
as Appendix B.
2*o*tuwof Anllia', PSA, WOl949$,3lt-94
Referring to Table I, the extent of the hydrocarbon and halocarbon impacted soil appears to be
delineated. Figure 3 shows the areal extent of the impacted soil.
I"aboratory results of the water sample collected from well IvI\M-1 are summarized in Table tr.
Referring to Table II, the ground water at the site appears to be impacted by a release of
petroleum hydrocarbons and halocarbons.
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TABLE tr
Ground Water Sample Results for N[\M-l 3lll94
Compound Concentration (ug/l)NCAC 2L
Limits (ug/l)
Benzene BDL I
Chloroform 7.8 0.19
1,l-Dichloroethane 33 700
1,l-Dichloroethene 6L NE
Ethylbenzene 32 29
Methylene chloride 100 5
Tetrachloroethene 13 0.7
Toluene BDL 1000
1, 1 , l-Trichloroethane 145 2N
Trichloroethene 13 2.8
Xylenes 250 530
Cadmium 7 5
Chromium 1,880 50
Lead 100 15
Mercury 18 1.1
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u.s.G.s.Topogrophic Mop DERITA QUADRANGLE
I J- SCALE ,:2+OOO
urr-ero oo#t-.5o.T KILOUETER
SPATCO TenvironmentotncuRE r: srEnx-scneo.rs
2201 NORTI| t-85
CHARLOTTE, NORTH CAROUNA
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APPEI\DIX I
Norlh Carolina - Department of Environment, l-lealth, and Natural Resources
Division ol Environmental Management - Groundwater Section
P.O. 8ox 29535 - Raleigh, N.C. 27626'0535
Phone (919) 733-3221
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR: Geotosic Exploration, rnc.
DBILLEB REGISTRATION NUMBER: 117s
STATE WELL CONSTRUCTION
PERMIT NUMBER:
,,, .l, FoRoFFlcEUSEoi.lLY,,,j,,-r.,r.,i.'t, \ . f$VffrvEugtulLl :i ,_,,-ri',.'
.Lqt:-,, , hng.,, - ,..FX)" ,,:
Minor Basin
Bsdn Code
Header Ent Gt r-l Ent
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town:Charlotte
3201 I-85 Service Road
(Road, Community, or SuMivision and tot No.)
2. OWNEB Stork Screens of America
ADDRESS 3201 North I-85, P.o. Box 26458
Charlotte,
(Slreet or Route No.)NC 2A22L
City orTown Stato Zip Code
DATE DBILLEp 2-28 -e4 USE OF WELL I:I]_to!_ _
TOTALDEPTH 5O.O'
curTrNGS CoLLECTED YES E] NOf]
DOES WELL REPLACE EXTSTTNG WELL? YES E NOtlc
STATIC WATEB LEVEL Below Top of Casing: 36. o FT.
(Use '+' il Above Top ol Casing)8. TOP OF CASING lS o.o FT. Above Land Surface'
'Cadng Tormlmtad auor below lnrd lurrEc. lclllegal unloct a varlance ls lgsued
ln rccord.nc. wlth 154 NCAC 2C .01189. YIELD (gpm): {/e METHOD OF TEST N/A
10. WATER ZONES (depth):
Counly:Mecklenburg
DEPTH DRILLING LOG
Formalion DescriptionTo
16 t'Asphalt
16il 15t oranqe fine sandv
3.
4.
5.
6.
7.
52'15'
.ir*l!L_a1iyTan orange siltY claY
11. CHLORINATION: Type : r/e Amount N/A
12. CASINGI
Wall Thickness
or WeighVFt.Sch. 40
Depth Material Method
From 1.0 1s 26.5 Ft.qortlandeentoE_ +urry
lf additional space is needed uee back of form
DePth Diameter
From O To 3O.0 pr. 2 inch
From- To- Ft.-
From
-To-
Ft.-
13. GROUT:
From To
-Ft.
14. SCBEEN:
Deoth Diameter
rrom Anio so'o Ft 2 in.
From
-
To
-
Ft.- in.
From
-To-Ft.-
in.
15. SAND/GRAVEL PACK:
Material
PVC
LOCATION SKETCH
(Show direction and distance from at least lwo Slale
Roads, or olher map relerence points)
Slot Size.o1o in.
-
in.
-
in.
Material
PVC
'1'1-'i
SIGNATURE OF OR AGENT
{:eruir CFu,cl
Size20/60
From
-
To- Ft
16. BEMABKS: Irlw-l, Bentonite pellets from 26.5 to 27.5 feet
IDO HEREBYCERTIFYTHATTHIS WELLWAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS HECORD HAS BEEN PROVIDED TO THE WELL OWNER.
MaterialPine silica sand
S.-I
Deoth
From 27.5 io so.o rt.
Submit original to Oivision ol Erwironmenlal Management and copy to well owner.GW-r REV.9Ar
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APPENDIX II
April L2,L994
Clieut:
Attention:
Report #:
Projec't:
P.O. #:
EnviroTech Mid-Atlantic
Virginia Tech Corporate Research Center
1861 Pntt Drive
Blacksburg, Virginia 24060
(703) 231-3983 FAX (703) 23r-3984
SPATCO Environmental
5100 North I-85, Suite 7
Ctarlotte, NC 28206
Mike Shaw
6954
Stork Screens, Charlotte, NC
Fax 704-596-8605
Date Received: 4105194
Project #: 4908
Page 1 of 3
Sample Matrix
Sample Identifrcation
Samples submitted and identified by client as:
Field Identification Date Time Collected
69s4A
69548
6954C
6954D
6954E
69s4F
GOa.24
efi3.24
@4.24
GO4.30
GOs.24
C,O6.25
3130t94
3t30t94
3t30t94
3t30t94
3R0194
3t31t94
10:40
12:15
15:15
16:ffi
L7:20
L0:35
Soil
Soil
Soil
Soil
Soil
Soil
.{ll analyscs wenc performed in aceordancr with EPA mcthods neferencrd in'IVlethods for Chemical Analycic of
\ilater and WastGsn, EFA 600/4-79 rwised March 1983 anilor "fest Methods for haluating Solid Yllaste,
PhysicaUChemical Methods', SW-846, 3td Edition.
Project Stork Screens - Charlotte, NC
Analvsis
IIALOGENATED VOLATILES (pelkg)
6954A 69s4B 69s4C 6954D 69548
GO2.24 GO3.24 GO4.24 GO4.30 GO5.Z4
ENVIROTECH MID.ATI,ANTIC
April 12, 1994
Page 2 of3
6954F
GO6.?5D&
Benzene
Bromobenzene
Bromodichloromethane
Bromoform
Bromomethane
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzone
Carbon tetrachloride
Chlorobenzene
Chlorodibromomethane
Chloroethano
Chloroform
Chloromethane
2-Chlorotolueao
4-Chlorotoluene
cis- I 2-Dichloroethene
l,lDibromo-3-chloropropane
l,}Dibromoethane
Dibromomethane
12-Dichloroberaene
13-Dichlorobexuzene
1,4 Dichlorobaul,ono
Dichlorodifluoromethane
1,1-Dichloroethane
12-Dichloroethane
1,1-Dichloroethene
trans- 1,2-Dichloroethene
1l-Dichloropropatre
1,3-Dichloropropane
2,2Dichloropropatre
1,1-Dic&loropropoue
cis- I 3-Dichloroprop€no
traas- I J-Dichloroprop€no
Ethylbenzone
Hexachlorobutadiene
Isopropylbenzene
plsopropyltoluone
Methyleuo c&loride
Naphthaleno
n-Propylbenzene
Styrone
1,1,1,2-Tetrachloroethane
1,1 n2,2-Tetrachloroothaae
10
10
10
10
20
10
10
10
10
10
10
20
10
N
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDI-
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
9t
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
180
BDL
BDL
BDL
BDL
BDL
BDL BDL BDL BDLBDL BDL BDL BDLBDL BDL BDL BDLBDL BDLBDL BDLBDL BDLEDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL .BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDL
D/L - Detec'tion Limit BDL - Below Detection Limit
Soil rpsults arc neported on a dry weight basis unless otherrvise noted.
1
Project Stork Scneens - Charlotte, NC
Tetracbloroetlene
Toluene
123-Trichlorobenzene
1 2,4-Trichlorobenzene
1,1,1 -Trichloroethano
1, 1 "?-TrichloroethaneTrichloroethene
Trichlorofl uoromothane
1 23-Trichlor,opropane
L2,4Trimethylbeazene
1 3 J -Trimethylbe rrizao.o
Vinyl chloride
Total Xylenes
Oil & Grease (mdkg)
Analysis
EIYVIROTECE MID.ATL,ANTIC
April 12, 1994
Page 3 of3
6954A 69s48
GO2.24 GO3.24
6954C 6954D
GO4.24 cO4.30
69548 69s4F
GO5.24 GO6.7sAnalysisUL
IIALOGENATED VOIATILES ( Nkg) (continued)
10
10
10
10
10
10
10
10
10
10
10
?fi
10
10
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
190
BDL BDLBDL BDLBDL BDLBDL BDLBDL L9BDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDLBDL BDL
42 BDL BDLBDL BDL BDLBDL BDL BDLBDL BDL BDL42 BDL BDLBDL BDL BDLBDL BDL BDLBDL BDL BDLBDL BDL BDLBDL BDL BDLBDL BDL BDLBDL BDL BDLBDL BDL BDL
Quality Control Data
VoSTD ToSpike VoRD EPA#
390 ?80
Analyst Date Analped
530170340
Halogenated Volatiles
1,t DCE
TCE
C Benzeae
Bonzsne
Toluene
Oil & Grease
8021 A. Campbell 4N6P4
S. Peters
D/L. Detection Limit BDL. Below Detection Limit
Soil rcsults arrc rcported on a dry weight basis unless othenvise noted.
1
75 2.798 2.091 2.291 3.393 4.3
91 14 gwt89 4trw4
I"ahoratory Director
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EnviroT ech Mid-Atlantic
Virginia Tech Corporate Research Center
1861 Pratt Drive
Blacksburg, Virginia 240ffi
(703)23t-3983 FAX (703) 231-3984
March 1.7,t994
Client:
Affention:
Report #:
Project:
P.O. #:
SPATCO Environmental
5100 North I-85, Suite 7
Charlotte, NC 28206
Mike Shaw
6779
Stork Screen - Charlotte, NC
Fax 704-596-8605
Date Received: 3104194
Project #: 4908
Page L of 6
Sample Matrix
Sample Identification
Samples submitted and identified by client as:
Field Identification Date Time Collected
6779A
67798
6779C
Soil
Soil
HrO
2n8te4
428D4
3101,194
4:05
4:21,
9:45
MW-1-2s
MW-1-3s
Ntw-1
All anaSses werc performed in accordance with EPA methods referenced in nMethods for Chemical Anatysis of
Water and V9astesor EPA 600/4-79 revised March 1.9t3 and/or'Test Methods for Evaluating Solid Waste,
PhysicaUChemical Methods', SW-846, 3rd Edition
Project Stork Screen - Charlotte' NC
Analysis
Oil & Grease (mg&g)
Analvgis UL
IIALOGENATED VOI-ATILES (/g/kg)
ENVIROTECE MID.ATLANTIC
March t7,1994
Page 2 of6
6779A 67798DL MW-1-2sMW-1-3s
10 2290 17s0
Benzene
Bromobeazene
B romodic,hloromethane
Bromoform
Bromomethane
n-Butylbenzene
sec-Butylbenzene
tort-Butylbolouzeae
Carbon tetrachloride
Ctlorobeazene
Chlorodibromomethane
Chloroethane
Chloroforrr
Chloromethane
2-Chlorotoluene
4-Chlorotolueae
cis- 1,2-Dichlorootheoe
1 2-Dibromo-3-chloropropane
1,Z-Dibromoethane
Dibromomethane
12-Dichlorobenzene
1J-Dichloroben?.ene
1,4 Dichlorobenzene
Dichlorodifl uoromethane
L,l.-Dichloroethane
1,2-Dic.hloroethaae
1,1-Dichloroethene
trans- 1 2-Dichloroethene
1,2-Dichloropropane
1J-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropeue
cis- 1 p-Dicfo loropropene
trans- 1 J- D i,chloropropene
Ethyhenzene
Hexachlorobutadiene
Isopropylbenzeae
plsopropyltoluene
100
100
100
100
200
100
100
100
100
100
100
?ffi
100
.N0
100
100
100
100
100
100
100
1m
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
D& - Detection Limit
67798DL Mw-1-3s
10 BDL10 BDL10 BDL10 BDL20 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL20 BDL10 BDL20 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDLIO BDL10 BDL10 BDL10 BDL10 BDL10 6L10 BDL1.0 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 8110 BDL10 BDL10 BDL
BDL. Below Dctection Limit
6779A^
MW-1-25
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
E90
BDL
BDL
BDL
SoiI results arc rcpofted on a dry weight basis unless othcnvise noted.
Pnojec* Stork Scneen - Charlotte, NC
Analysis
IIALOGENATED VO I..ATILES
Methylene chloride
Naphthalene
n-Propylbonzene
Styrene
1, 1, 1. 2-Tetrachloroethane
1,L,2,2-T et achloroethane
Tetrachloroethene
Toluene
12J-Trichlorobenzene
1 2,4-Trichlorobenzene
L, 1, L-Trichloroethane
1,1 "2-TrichloroethaneTrichloroethene
Trichlorofl uoromethane
1,23-Trie,hloropropene
t,2,+7r'i^.rhylbenzene
135-Trimethylbeuzeue
Vinyl chloride
Total Xylenes
Analysis
VOLATILE ORGAI{ICS ( pgL)
Benzene
Bromodichloromethane
Bromoform
Bromomethane
Carboa tetrachloride
Chlorobenzene
Chloroethane
2-Chloroethyl vinyl ether
Chloroform
Chloromethano
Dibromochloromethane
1,2-Dichlorobenzene
1J-Dichlorobenzene
1,&Dichtorobeoilrlra
1,1.-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroetheno
trans- 1,?-Dichloroothene
1,2-Dichloropropane
ENVIROTECE MID.ATLANTIC
March 17,1994
Page 3 of6
6779AuL Mw-1-2s DL
Qrg/kd (continued)
100 BDL 10100 BDL 10100 BDL 10100 BDL 10100 BDL 10100 BDL 10100 L,mo 10100 BDL 10100 BDL 10100 BDL 10100 BDL 10100 640 10100 BDL 10100 BDL 10100 BDL 10100 BDL 10100 BDL 102N BDL 20100 1.8,m0 10
6779CuL Mw-l
5.0 BDL5.0 BDL5.0 BDL1O.O BDL5.0 BDL5.0 BDL1O.O BDLIO.O BDL5.0 7.81O.O BDL5.0 BDL5.0 BDL5.0 BDL5.0 BDL5.0 335.0 BDL5.0 615.0 BDL5.0 BDL
67798
MW-1-35
7t
BDL
BDL
BDL
BDL
BDL
130
BDL
BDL
BDL
BDL
360
BDL
BDL
BDL
BDL
BDL
BDL
780
DIL - Dctcctlon Lirnit BDL - Below Detection Limit
Soil rpsults ane reportcd on a dty weight basis unless othenvise noted.
Project Stork Screen - Charlotte, NC
Aconaphthene
Acenaph&ylene
Anthracene
Benzidine
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluorarthene
Benzo(g"h j)perylene
Benzo(k)fluoranthene
Benzyl butyl phthalate
Bis(2-chloroethoxy)methaoe
B is(2-chloroethyl)ethor
B is(2-chloroisopropyl)e the r
B is(2-ethylheryl)phthalate
4-Bromophenyl phenyl ether
u[-Chloro-3-methylphenol
2-Chloronaphthalene
2-Chlorophenol
4-Chlorophenyl phenyl ether
Chrysone
Dibenzo(a,h)anthrancene
12-Dichlorobenzene
13-Dichlorobon zono
1,4-Dichlorobsnzeue
3,3-Dichlorobenzidine
2r4-Dic&lorophenol
Diethyl phthalato
2,4-Dimethylphenol
Dimethyl phthalate
Din-butylphthalate
ENVIROTECE MID.ATI,ANTIC
March 17,1994
Page 4 of6
6779CwL Mw-lAnalysis
VOTATILE ORGANICS (pslL) (continued)
cis- 1,3-Dichloropropene
trans- 1,3-Dichloropropene
Ethylbenzene
Methylene chloride
L,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,1, 1-Trichloroethane
1,1Z-Trichloroethane
Trichloroethene
Trichlorofluoromethane
Vinyl chloride
Xylenes
5.0 BDL5.0 BDL5.0 325.0 1005.0 BDL5.0 135.0 BDL5.0 L455.0 BDL5.0 135.0 BDL1O.O BDL5.0 250
ACID/BASE NEIJTRAL E)ffRACTABT.ES (NL)10 BDL10 BDL10 BDL10 BDL10 BDL10 BDLIO BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL
10 1410 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL10 BDL
D/L - Iletection Limit BDL - Below Dctection Limit
Soil rtsults anc reported on a dry weight basis unless otherwise noted.
Project Stork Screen . Charlotte, NC
Analysirs
2,4-Dinitrophenol
2,4-Dinitrotoluene
2,6Dinitrotoluene
Di-n-octylphthalate
Diphenylhydrazine
Fluoranthene
Fluorene
Hexachlorobenzene
Hexachlorobutadiene
Hexachlorocyclopontadiene
Hexachloroethane
Indeno( 1,2,3-cd)pyrene
Isophorone
2-Methyl-4,6-dinitrophenol
Naphthalene
Nitrobonzeoe
2-Nitrophenol
4-Nitrophenol
N-N itrosodimethylamine
N-Nitrosodi-n-propylamine
{-Nitrosodiphenylamine
Peotachlorophenol
Phenauthrene
Phenol
P5none
1,2,4*7;6orobenzene
2,4,6-Trichlorophenol
ET{VIROTECE MID.ATI"ANTIC
March 17, L994
Page 5 of6
6779C
MW-1UL
ACID/BASE NEUTRAL D(TRACTABLES ( pSlL\ (continued)
10
10
10
10
10
t0
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
35
3s0
t6u
72
BDL
0.2
0.007
1.88
0.1
0.0180
BDL
0.ms
TENTATTVELY IDENTIFIED COMPOUNDS
=Amount pg[L
1) l,4-Dimethylbenzeue
2) 2-Ethoxy Acetate Ethanol
3) 4-Hydro:ry-3-methyl Benzaldehyde
4) 4-Methyl Pentanoic Acid
5) Diphenyt Ethane
3030C Metals (metL)
Arseoic (As) 0.002
Barium (Ba) 0.1
Cadnium (Cd) 0.005
Chromium (Cr) 0.05
I-ead (Pb) 0.1
Mercury (Hg) 0.0001
Siher (Ag) 0.0s
Solenium (So) 0.N2
D& - Detectlon Limit BDL - Below Detec'tion Limit
Soil rcsults are ncpofted on a dry weight basis unless othcrrvise noted.
Projecf Stork Scrcen - Charlotte, NC
Analysis
Quality Control Data
VoSTD TaSpike VoRD F,PA#
ENVIROTECE MID.ATI,ANTIC
March 17,1994
Page 6 of 6
Analyst Date Analyzed
Oil & Grease
Ilalogenated Volatilos
1,1 DCE
TCE
C Benzene
Benzene
Toluene
Volatile Organics
1,1 DCE
TCE
C Benzeae
Beszene
Toluene
AIBN Extractables
46Vo Acrd"95Vo Base
3030C Metals
Anenic (As)
Barium (Ba)
Cadmium (Cd)
Chromium (Cr)
kad (Pb)
Merorry (I{g)
Silver (Ag)
Selenium (Se)
9071
80zt
S. Peters
A. Campbell
M. Buchanan
S. Croy
3/08t94
3tL$t94
3t10t94
ytzD4
95 8.498 3.194 2.1103 2.99t 2.2
95 8.498 3.194 2.1103 2.991 2.2
624 A. Campbell 3t@t94
62s
95
96
108
108
118
115
110
110
110
102
105
110
110
100
108
93
<1.
<1
<L
<1
<1
<1.
<1
<1
206.2
6010
6010
6010
6010
u5.L
6010
n0.2
D/L - Detcction Limit BDL - Below Detection Limit
Elizabeth Smiley
Soil rcsults arc reported on a dry weight basis unless othenrise noted.
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