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Home My WebLink AboutBoxmeer_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, &lt-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. gr4{ NC Licensed Geologist #Lt60,ffi : f Ji:11.'- ",.. -Et i:* i'i,?*ffi'Uffi ru&o* f;*rwt otAncia, PSl" WOr9-190r, +1t-91 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$,3lt-94 Referring to Table I, the extent of the hydrocarbon and halocarbon impacted soil appears to be delineated. Figure 3 shows the areal extent of the impacted soil. I"aboratory results of the water sample collected from well IvI\M-1 are summarized in Table tr. Referring to Table II, the ground water at the site appears to be impacted by a release of petroleum hydrocarbons and halocarbons. 3&o* turnn olAilab, fiJA, WOlja9U, +rt-91 HEB9px(, ooo od O€r- Jac0 Ja!a Jn c0 Jaca Jnm Jam .eAoggo =ECBF o-t\o o\oca JAla Ja6 Ja40 Jn6 Jn!0 Jno ' * eG iE',E * -} OgF -1CIE *lAo rlo!a -1oo o\c\l.+*lopq JAta I E#$F. oo6l oCA Jata Ja aa Jnm c\l$ Jata Jnm $s s Jn!0 F- Jnla r.1nm o\ ooo Jnm JnE (,) $abt4.odb>-, rI] oo\€oo JAo Jar0 JAlq Jnla F]oo *laco i€€ $ *loE \o ,.]nm rl E ,.lalq Jnm Jno Jnm T B$oeg oo\C{6l oinf-oo\o!+(n of-oo\ca ooo6l o(n tr-) E! a 8.8aia !nc.l lr-)(a .+C!te{$e{Ocf) .+ C\l l.nol oxq't3cicl#s I B 6lIo(, (?l IoI tIo(, $Io(, rf1 Io(, \oIo(, t, aAc)& ato J'di{i C: 14 o) O. G,u) oU) \tq .g* sqTq oL d .$ E Tb I "qI 6d 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 $ott fcrlrs otAnqil., P8/1, WOr9190r, *lE-91 : i 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 Ik6q E3 2l *a EI :HJI PF6H (D. () 6 5 cD :cq) Ecot*'t c CI \o C) n_a oElrt az<)lulz.lrJfrr,i(, t-(,1-oYJE.EPfa<) c.i lrJu =(9 tr o kFo ElrJ =o0. o oa) (,zoJf(n €Io(, a =sF{ ak6g g3 fil ll5l sP EH e. UJJ c)n (,zaJ fm i oor \ I I/ oEN'lloo^o; -2E 'r'Erod / &3s e To9n a =Ra o- =iioOo \ EA+oloOo)(, r') a Ect@a3sol.,a F{ EAu, 'L3e<9 $ao o Ta 0alrJ =oo- o2o(J oz c)J =m o+) C CI E Co!-'t C 0) \ OOF 0_a (J (y UJ2 azouzt-dqLi(, r-U)l-o:(JE,Uo< a<) E.FzlrJc)z,oC) Irlafi(Eo .ld J6 APPEI\DIX I Norlh Carolina - Department of Environment, l-lealth, and Natural Resources Division ol Environmental Management - Groundwater Section P.O. 8ox 29535 - Raleigh, N.C. 27626'0535 Phone (919) 733-3221 WELL CONSTRUCTION RECORD DRILLING CONTRACTOR: Geotosic Exploration, rnc. DBILLEB REGISTRATION NUMBER: 117s STATE WELL CONSTRUCTION PERMIT NUMBER: ,,, .l, FoRoFFlcEUSEoi.lLY,,,j,,-r.,r.,i.'t, \ . f$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 IE Eaqfl lllaIJI tr.t lu IEH ZHH 3E lIJo ts(,z 9 -ltrtl 3l #! oa trJ6uo Y oao = _l ?lcal TI "rl ciLJ Jo(o trJ o -l*l =l Jlrl lrj (9za c) tLo o-oF im1E ..u6 L.ltro otrj< 3 ogJ =E E'io-(/, J + =E UJo- trlF Fln zo C)t!trzlrjo Jld = aJ F tr.Jo ZotrO:)v.Fv1ZoO ) lrJ = t! o_ F oz. CIoJ (9z E.om c zooo.Ct F)ou tE =0l*l Y>(). f,[i =. JAd E;> <o< (EJ6 <5a oz v, lrJZtr oo !LLr =(9z =E,o 6E?EddI0i I 5 :EI d 6wc rot oa, E iE EEGx E* ti z trJ =o() 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 oYcE =UJ cE U'zot-()3G, a =s C) UJo-o oUJFo[t =outE,olrtcD Jz $\ N(l AC b ctz Pe<.= &,,F ct € rF g, UJG,G d =IJJF ts->6 Eg =;-, x.EF =c oult..d> =E(r, \,EF[ ulF ct $s ri-i $.ofY\ ri) 1F lf,Y u, =F or(f a 9 N g Y e.I oa\ r* rlTa otr 8Ju,JG-6 ! df \J' 3u,Jr =at TNo{ T .h\,$ti \ ^l.+ (' oA?v \r{ u x \tN \0ct J O \lJ \!- <JFg!rb< q, cAHlldll $td iflH| $l nul2 = | z2_illlo-drtr=G, JI f,s,$/lr\l{ Ms at)a LrJ CEoo (,2EG-U) --l IE-lq)(,,(t,L di=l "l ul {l ffig d$ Eflol E ol6)lfl Huro ECo:a(ro = aU'Ll,Eacl ults a,r, ; rJt d ^Wq U)(ngJ CEoo (,zJJGI roLoC)oIE E'o{-,U' =o o C (6 .C ? Eco EcoL Culoot- lf U) d{ GLr.l =oa,(J 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$t94 3t10t94 ytzD4 95 8.498 3.194 2.1103 2.99t 2.2 95 8.498 3.194 2.1103 2.991 2.2 624 A. Campbell 3t@t94 62s 95 96 108 108 118 115 110 110 110 102 105 110 110 100 108 93 <1. <1 <L <1 <1 <1. <1 <1 206.2 6010 6010 6010 6010 u5.L 6010 n0.2 D/L - Detcction Limit BDL - Below Detection Limit Elizabeth Smiley Soil rcsults arc reported on a dry weight basis unless othenrise noted. i1tlItll I sE3 g TF T8 EEfi 3E$i OD 6!xo! Et h l U'!mo F2a, :D E 2a, :Em =, 6 Il^-lr- l-lqlii F F Fl+. lr,r I cn Edo rn5s. d J3o J* +o =P. =o.+oc.D*oo. :Doooa gE.o:B o:o c.<t,mo JrnJ-l-s}l viIIt\ ?t Fj- fr R E * G =!-m I A sr+ \\! a =!f, E 62 P fi t\ u toU\ { =m SNa {L $tr rI \l0t$F E'{m o,-l<!..F m0 tsc s $.={! )< U\=-6 ! I -tm-p rl,l :, G 7o !!,nct, $i c:Dl?=>rtc-o *$ :ts>+sl5 [B N Y ; B ocJ )oS ),' 2 6mcD :Emocmct mc, -=o'o a