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3.0 SITE DESCRIPTIONThe surface topography at Site 35 is generally flat to the south and west of the fueling area.The ground surface dips rapidly to the north and east in the direction of Brinson Creek.Surface water runoffs flows toward Brinson Creek.The shallow soil stratigraphy at Site 35 consists of fine to medium-grained sands (15 to 30 feetthick), which in turn is underlain by oolitic, fossilferrous limestone (6 to 20 feet thick), whichis underlain by a unit of silty sand.Shallow groundwater flow direction is generally west to east across the site in the direction ofBrinson Creek. The top of groundwater is encountered roughly 8 to 10 feet below the groundsurface across the flat portion of the site and at lesser depths as the surface topographyconverges with Brinson Creek.Analytical data generated as part of Interim Remedial Action/Feasibility Study in December of1993 combined with data obtained during previous investigations conducted at Site 35identified the presence of petroleum contaminated soil in the vicinity of the former Fuel FarmASTs and to the north and northwest in a broad area extending from the former UST adjacentto Building G480 to the vicinity of monitoring well MW-25. In general, the analytical datasuggests that the majority of the contaminated soil is present within a narrow zone that beginsjust above the top of the shallow groundwater table.Three areas of soil contamination requiring remediation have been identified as depicted onFigure 2. The first area, C, is located in the vicinity of the previously existing Fuel FarmsASTs. The two other areas are located north of the Fuel Farm. The larger of these two areas,A, is located along “F” Street in the vicinity of monitoring well MW-11; the smaller area, B, isin the area of monitoring well MW-25. Based on the limits of excavation identified onDrawings C-l, C-2, and C-3 of the drawings included in NAVFAC Specification No. 05-94-4833, and “The Final Basis of Design,” it is estimated that 3,600 cubic yards of contaminatedsoil and 5,500 cubic yards of uncontaminated soil will be excavated for a total of 9,100 cubicyards of soil removed from the excavations. The uncontaminated soil that will be excavatedmust be excavated in order to reach the contaminated soil and will, upon confirmation asuncontaminated through analytical testing, subsequently be used as backfill. Any additionalbackfill required will be imported from the base borrow area located near Hadnot Point. AreaD is also shown on the site layout. Area D, north of Building G480 is designated forconfiiation sampling. Four soil borings are proposed in this area (Figure 3). Specific tasksare provided in the SAP.OHM Project 16487wP work Plan May 1995Information herein is proprietary and confidential and to be used or trkascd to others only with explicit written permission of OHM Remediationservices Corp.3-l
A I B I CE I PI 0 I H I IPARK I NGAREA1EDGE OF ASPHALTPATCHfI I r - liIX IXi!X Il iiI iIi1Ii1tI\\Q LIMITS OFEXCAVATION AREA':SB-03 181 SOIL BORING LOCATION+?EiEi OHM Remediation- Services Corp.R EVi S 1 0 N S By App ~*MRuI;IIoNORMlACOMAlNED HERON DEP- OF faB NAVYATFIJUSWNAVAL FACIUTlW ENGl"G COYYAM)-DWWNG NUMBEf. orum~-sw-n ZONE REV. MSe~BTMN FIGURE 3w=I Is CONFIDENTUL *ND pRopRRAR( NO WEc K # D F K E : mPRdWm OF OHM MRpoRATIoN. AND SHUATLANTIC DIVISION~ a ~ o a w c M p o n t i o DNOT BE DiSCLOSEO TO OR REPRWUCED, mw: J. COCUNS. IN ANY MANNER OR USE0 FOR Am PURPOSESHEET NUMBERSOIL BORING LOCATIONScum.ME-. J. OMmolfzERWTsoorER EXCEPT BI PRIOR WRITTEN NAVAL Sl'ATION NOBHILE mcmC0"t OF W M CORPQR". COPYRIGHT 63PROVED:MW. C H E 6. ~ GlMS OHM CORWRAllON, 1991 RAC CONTRACC N62470-99-D-3032 DgtmwY OBDBR NO. O W NEAR BLDG, G480-SITE 35 - of_.I_IPmVm ME -DATEDo.rbwl&€nCHECKmIOPBRABLI: UNIT NO. 2MARINE CoRPs CAMP UEJEUNE, N.C.D.O. 4.4 WORK PLAN E./12/=I I f.I H I 1 I4 I K I LNOT TO SCAUM I N I 0 I P
Page 1 and 2: NOHM RemediationServices Corp.WORK
Page 3 and 4: 1.0 INTRODUCTIONThis Work Plan (WP)
Page 5 and 6: 2.0 SITE BACKGROUNDMCB Camp Lejeune
Page 7: ..;/II'. 1i4\..\1 '*.XCAVATION \.AR
Page 11 and 12: OHM RemediationServices Corp. WORK
Page 13 and 14: 5.0 SITE CONTROL PLANSOHM will impl
Page 15 and 16: L= THE DISTANCE SUCH THAT POINTA AN
Page 19: OHMRemediationServices Corp. WORK P
Page 26 and 27: 7.0 SITE RESTORATION AND DEMOBILIZA
Page 28 and 29: 9.0 PROJECT SCHEDULEThe project sch
Page 30 and 31: NOHM RemediationServices Corp.SAMPL
Page 32 and 33: TABLE OF CONTENTS - CONTINUED6.0 DA
Page 34 and 35: 2.0 PROJECT MANAGEMENT2.1 Project B
Page 36 and 37: Program ManagerG. Krauter, P.E.Prog
Page 38 and 39: OHM RemediationServices Corp. SAMPL
Page 48 and 49: A I 8 I P I 0 I EFI I 6 IH1 IPARKIN
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4.0 DATA ACQUISITION4.1 Analytical
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OHMRemediationl QC samples are with
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OHM RemediationServices Corp. SAMPL
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lWorking order of instruments and e
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8.0 CORRECTIVE ACTIONCorrective act
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Table A-lSampling SummarySample Typ
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AppendixBSample LabelCustody SealCh
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3 CHAIN-OF-CUSTODY RECORDOI IM Corp
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IA== B OHM Renmhtionavices Corp\&FC
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BOHM RemediationServices Corp.SITE-
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TABLE OF CONTENTS - CONTINUED6.0 DE
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This Health and Safety Plan (HASP)
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_OHM RemediationServices Corp. HEAL
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OHM RemediationServices Corp. HEALT
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OHMRemediationconnection between th
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OHMRemediationTask No. 4: SoilSampl
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OHM RemediatioaServices Corp. HEALT
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5.0 PROTECTIVE EQUIPMENTThis sectio
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6.0 DECONTAMINATION PROCEDURESThis
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. . . --..7.0 AIR MONITORINGAir mon
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OHMRemediationServices Corp. HEALTH
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ci@- OHM RemediationServices Corp.
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9.0 TRAINING REQUIREMENTSAs a prere
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HEALTH-AND-SAFETYPLAN CERTlFICATION
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APPENDIX B - OHM HAZARD COMMUNICATI
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8. Know what you are expected to do
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. Methods and observations that may
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msPhysical propertiesAcute/Chronic
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GPI Material Safety Data Sheets Col
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Material Safety Data Sheets Collect
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e5P (518)37%8854Genium Publishing C
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apSix.lion 1. Material Identificati
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Material Safety Data Sheets Collect
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Genium Publishing CorporationMateri
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.UrRPLS= ?UXiURE OF PARAFFIHTC, CTt
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APPxavg a5twfIc vAPUR'C!fE?!XCAL CA
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Fi reNF?A HAZARD RATING ’- Extten
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WITCO MATERIAL SAFETY .O A T A SHEE
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---------w.- -- ----F. FWSICAL DATA
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SECTION 5c- HEALTH HAZAROS4lllmsnol
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.--‘ AMALIE MULTI-PURPOSE LS GEAR
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We believe the statements, technica
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(Section III cmtinuei,)ffcsk=sint:
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i:.:::;:. ..-., \,’. .No. 68 Calc
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HATZ:P~A&,SXFETY DATA SHEET NC?. CO
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.w.N/AHAZAROOUS MIXTURES OF OTHER L
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.._ s1\1a.lZPage 4CHEMICAL FORMULA:
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. .SECTION 6. HEXLTH HAZARD. IfiFOR
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AJ 0. 14MSDS No. 324 Isopropyl Alco
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No. 14MSDS No. 324 Isopropyl Alcoho
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.;, -.-:-..: ..INo.44 Methane 8A9__
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. Materiaf Safety Data SheetFrom Gc
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:.I3 FlRsrBRANDSMaterial Safety Dat
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.nFIRSTBRANDSMaterial Safety Data S
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.. . DFIRSTBRANIlSMaterial Safety D
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Tdeshone:Infomation: (619) 275liu~C
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APPENDIXDHEALTH AND SAFETY FORMSAcc
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(Use Extra Pageif Needed).--%scribo
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*c= OH31 Remediation\m Services Cor
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IBAR MONTHLY INSbBCTIONCHECRLIBTBAR
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alme,-I sowica Corp.COMBUS’ITBLE
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DIRECT READING INSTUMENT LOGNAME:PR
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j% - -5 mi -omcorpo~Date:DAILY SA.F
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. ‘ISCUA MONIIILY INSFECA'ION CIi
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SITE SAFETY OFFICERDAILY REPORTDATE
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~.-’ - . .-Pm-.. -d-e..-L ArtEre
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HAZARD ANALYSISEM 38s i1 Ott 92nLll
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