TWO WELL SITE CHECK MARINE CORPS BASE,
CAMP LEJEUNE, NORTH CAROLINA UST TT-2477-l
REWAI Project 93558-l United States Navy Contract N62470-93-D-4035
Modification No. 0007/01
Prepared for
Atlantic Division Naval Facilities Engineering Command
Norfolk, VA 23511-6287
March 1994
93558TLE.TOC
TABLE OF CONTENTS
1 .O INTRODUCTION ..................................
2.0 BACKGROUND INFORMATION ........................
2.1 Facility Description ............................. 2.2 Regional Geology/Hydrogeology .....................
3.0 SUBSURFACE INVESTIGATION - METHODS AND PROCEDURES ....................................
3.1 Boring/Monitoring Well Installation ................... 3.2 Soil Sampling ................................. 3.3 Elevation Survey ............................... 3.4 Groundwater Sampling ...........................
4.0 RESULTS OF TWO WELL SITE CHECK ...................
4.1 Site Geology and Hydrogeology ...................... 4.2 Petroleum Hydrocarbons .......................... 4.3 Waste Disposal ................................
5.0 SUMMARY AND CONCLUSIONS .......................
6.0 RECOMMENDATIONS ..............................
LIST OF FIGURES
Figure 1, Site Location Map ................................
Figure 2, Specific Location on Activity ..........................
Figure 3, Monitoring Well Location MaD ........................
5
5 7 8 8
11
11 11 14
17
18
93558TLE.TOC
LIST OF TABLES
Table 1, Monitoring Well Data - UST TT-2477-1 ................... 9
Table 2, Soil Sampling Analytical Results - UST TT-2477-1 ............. 12
Table 3, Water Sample Analytical Results - UST TT-2477-1 ............ 13
Table 4, Composite Drum Sample Analytical Results - UST TT-2477-1 ...... 15
LIST OF APPENDICES
Appendix A, Geologic Well Logs ...................... Following Text
Appendix B, Survey Data ........................... Following Text
Appendix C, Laboratory Reports ....................... Following Text
Appendix D, Soil/Water Disposal Documentation ............ Following Text
93558LEJ.RPT
1.0 INTRODUCTION
On behalf of the Atlantic Division Naval Facilities Engineering Command (LANTDIV),
R. E. Wright Associates, Inc. (REWAI) performed a two well site check adjacent to
former underground storage tank (UST) TT-2477-1 at Marine Corps Base (MCB) Camp
Lejeune, North Carolina (Figure 1). Two soil borings were drilled and monitoring wells
subsequently installed in October 1993. Soil and groundwater samples were collected for
laboratory analysis to characterize hydrocarbon contamination in the subsurface. In order
to accurately determine the groundwater flow direction and gradient at the site, well
locations and elevations were surveyed and depth to groundwater was measured at each
well. Wastewater and soil cuttings generated during these activities were contained in
55-gallon drums and sampled for disposal off-site within 45 days. This work complies
with the requirements of basic contract No. N62470-93-D-4035 with LANTDIV. The
following report documents the field activities performed and presents the results of the
investigation conducted by REWAI.
FIGURE 1
)
.
93558LEJ.RF’T
2.0 BACKGROUND INFORMATION
3
2.1 Facility Description
Building TT-2477, the Tarawa Terrace Chapel, is located near the juncture of Tarawa
Boulevard and Iwojima Boulevard in the Tarawa Terrace area of MCB Camp Lejeune
(Figure 2). UST TT-2477-1 was an unregulated 500-gallon tank used to store heating oil
for on-site consumptive use. A single UST located several feet southwest of
Building TT-2477 was removed in 1982 and the excavation filled with sand. Two soil
samples from the excavation contained high levels of total petroleum hydrocarbons (TPH)
by lab analysis, but no remedial activities were completed at that time.
2.2 Regional Geology/Mydrogeology
MCB Camp Lejeune, North Carolina is located within the Atlantic Coastal Plain
Physiographic Province. Subsurface geology in the area consists of interbedded
quaternary sands and clays. Groundwater is shallow, reflecting the near coastal
environment in this region.
.
-BoLkEVARD -
cOUMUN~~ -
CENTER
200’ 0 20’
SCALE IN FEET
FIGURE 2 LANTDIV NAVFACENGCOM
CAMP LEJEUNE, NC
SPECIFIC LOCATION ON ACTIVITY UST TV--2477-1
--A(y p-w~ w - ' 9355Ekoc%-AA & I"" s/Y/94
rr&mmn*h earth resources consulta~. d -P
93558LEJ.RPT 5
3.0 SUBSURFACE INVESTIGATION - METHODS AND PROCEDURES
3.1 Boring/Monitoring Well Instaliation
Boring locations were selected in areas of potential concern to determine if petroleum
hydrocarbons from the UST had adversely impacted soil quality at the site (Figure 3).
Only two monitoring wells could be drilled in the area due to the minimal access space
near the building. The monitoring wells were completed at the site by McCallum Testing
Laboratories, Inc. on October 25 and 26, 1993, under the supervision of a REWAI
geologist. Borings were advanced by the hollow-stem auger technique using a truck-
mounted drill rig. The drill rig, augers, and split-spoon sampling equipment were steam-
cleaned prior to the start of drilling activities and between boreholes to mitigate the
possibility of sample cross-contamination.
Two soil borings were initially advanced with 6.5inch outside-diameter (OD)
hollow-stem augers for the purpose of subsurface soil sampling and characterization. The
borings were subsequently reamed with a larger lo-inch OD hollow-stem auger to
approximately 19.5 feet below ground surface (bgs) and completed as groundwater
monitoring wells. Groundwater monitoring wells MW-1 and MW-2 consisted of 4-inch
Schedule 40 polyvinyl chloride (PVC) well screen and casing threaded for flush joints.
A lo-foot length of factory-slotted O.OlO-inch well screen was installed in each well so
that the groundwater table bisected the screen. PVC casing was installed above the well
screen in each well to extend the well construction to ground surface. Expandable well
caps with locks were installed at the top of the PVC casing.
GRASS AREA
ASPHALT
I
EXCAVATION I , HYDRAULIC FLUID) I
-:_ ‘.‘. I -:.:.I VENTS
-L
BUILDING TT-2477
KIMATE AREAm iMER 500 GALLON
.-EATING OIL UST
LEGEND
8 MW-1 9.78 MONITORING WELL LOCATION
REFERENCE NUMBER, AND GROUNDWATER ELEVATIONS (MSL)
.GTI-1 10.19
PREVIOUSLY EXISTING MONITORING WELL
g .O” u 9.78 I\-
,980 / GROUNDWATER ELEVATION CONTOUR
ON 11/4/93 (MSL) DASHED WHERE INFERRED
GENERALIZED GROUNDWATER FLOW / DIRECTION ON 11/4/93
NEW ASPHALT PATCH OVER ABANDONED 10.000 GAL.
GASOLINE UST
IWOJIbiA BVD
ASPHALT PARKING
LOT
20' 0 20'
SCALE IN FEET
'IGURE 3 LANTDIV NAVFACENGCOM
CAMP LEJEUNE. NC
MONITORING WELL LOCATIONS UST TT,~2477-1
v-" RAY p- draing no. rnlld ULl da’s3/2jn4 93558-002-AA
DCBO wt7u@d L3l8m4aosq iftiilG earth resources consultants
m-P -* dmku. ad
93558LEJ.RPT 7
After placement of the well screen and riser pipe, the annular space between the
monitoring well and the borehole wall was backfilled with a chemically inert, washed,
coarse silica sand to at least one foot above the top of the well screen. A one-foot
thickness of bentonite pellets was placed on top of the sand pack and hydrated with
potable water. After the bentonite pellets were allowed to hydrate and seal the borehole,
the remainder of the borehole was backfilled to the ground surface with Portland cement
grout. Cast iron drive-over covers were installed with concrete to finish each well and
allow future access. Soil boring and well construction logs are presented in Appendix A.
3.2 Soil Sampling
Soil borings MW- 1 and MW-2 were completed to approximately 19.5 feet bgs.
Continuous split-spoon samples were collected to 10 feet bgs and additionally near 15 feet
bgs in both borings. Split-spoon samples were screened in the field using a
photoionization detector (PID) to detect the presence of organic vapors. The PID
readings are recorded on the drilling logs (Appendix A). The sample from each borehole
which exhibited the highest reading was placed in laboratory-prepared, labeled
septum-sealed glass jars. For quality assurance/quality control (QA/QC) purposes, a
duplicate soil sample (randomly selected from MW-1) was collected and submitted for
analysis. The samples were carefully packaged in ice and shipped with the appropriate
chain of custody to Hydrologic Laboratories, Inc. (Hydrologic) in Frankfort, Kentucky.
Monitoring well soil samples were analyzed at Hydrologic for gasoline range organics
(GRO) and diesel range organics (DRO) by SW-846:8015M (5030/3550).
93558LEJ.RPT
3.3 Elevation Survey
8
Surveying was completed by Parker and Associates, Inc. on November 24, 1993, in order
to obtain surface and top of casing elevations for future monitoring activities. The
elevations of the monitoring wells were surveyed with respect to mean sea level (MSL).
Survey results are attached as Appendix B and summarized in Table 1.
3.4 Groundwater Sampling
Immediately after construction, the monitoring wells were developed by pumping
sediment-laden groundwater from the wells at the maximum sustainable rate until the
sediment cleared from the water. At least 3 well volumes (approximately 50 gallons) of
water were removed from each well during development at an average rate of 1 gallon
per minute (gpm).
After the groundwater was allowed to recover from purging during development, ground-
water samples were collected to determine if petroleum hydrocarbons had adversely
impacted the groundwater quality underlying the site. Free-phase hydrocarbons were
detected on the groundwater surface at MW-2 immediately after development and at the
tirne of sampling (as measured with a sonic interface probe). Therefore, groundwater
samples could not be collected from MW-2.
Disposable plastic bailers were used to obtain samples from the groundwater table at
MW-1. Disposable latex gloves were also used to insure sample integrity when
transferring water to laboratory-cleaned, labeled septum-sealed sample vials. A duplicate
groundwater sample was taken from MW- 1 for QA/QC purposes. The samples were
93558MON.TBL 9
TABLE 1 TABLE 1
Sample Sample Location Location
Monitoring Well Data - UST TT-2477-l Monitoring Well Data - UST TT-2477-l Marine Corps Base, Camp Lejeune, North Carolina Marine Corps Base, Camp Lejeune, North Carolina
REWAI Project 93558-l REWAI Project 93558-l I I
Surface Surface Top of Casing Top of Casing Depth to Depth to Calculated Groundwater Calculated Groundwater Elevation (AMSL) Elevation (AMSL) Elevation (AMSL) Elevation (AMSL) Groundwater (BTOC) Groundwater (BTOC) Elevation (AMSL) Elevation (AMSL)
Mw-1 25.38 25.08 15.30 9.78
Mw-2 25.28 25.01 15.14 9.87
AMSL - Above Mean Sea Level (in feet) BTOC - Below Top of Casing (in feet)
93558LEJ.RPT 10
packaged in ice and shipped with chain of custody to Hydrologic for analysis of volatile
organic compounds (VOCs) by United States Environmental Protection Agency (EPA)
Method 602, semi-VOCs (SVOCs) by EPA Method 625, and total lead. Analysis for
total lead was completed by the laboratory using EPA Method 200.7 (ICP) instead of
EPA Method 239.2 (graphite furnace). The two analysis methods produce identical
results, except that the method detection limit for EPA Method 200.7 is slightly higher.
For the purpose of groundwater quality comparison with the regulatory criteria for lead,
this method is technically appropriate and adequate.
93558LET.RPT
4.0 RESULTS OF TWO WELL SITE CHECK
11
4.1 Site Geology and Hydrogeology
Subsurface materials encountered during drilling activities at the site indicate that the site
is underlain by interbedded sand and clay of moderate to low permeability. The water-
bearing sand horizon appears to be isolated from surface infiltration by a clay layer
between 6 and 13 feet bgs. Groundwater was encountered at approximately 15 feet bgs,
and bedrock was not encountered to 19.5 feet bgs (the maximum depth penetrated during
drilling). The surface topography near the wells is essentially flat. Groundwater
elevations measured at the two new monitoring wells and at three wells previously
installed by GTI indicate an apparent groundwater flow to the south at a gradient of
approximately 0.006 (Figure 3).
4.2 Petroleum Hydrocarbons
Organic vapors were detected with a PID to a maximum of 290 and 140 parts per million
(ppm) in soils from wells MW-1 and MW-2, respectively. Soil vapor readings were
highest below eight feet bgs in both wells. No vapors were detected in the soil zone
between zero and four feet bgs. Hydrocarbon odors were evident in the same pattern as
the PID readings. Soils in neither wells were stained by hydrocarbons, but free-phase
hydrocarbons were encountered on the groundwater table at MW-2. In order to quantify
the concentrations of adsorbed-phase hydrocarbons in soils and dissolved-phase
hydrocarbons in groundwater, soil and groundwater samples were collected from each
well for laboratory analysis. Groundwater was not collected from MW-2, however, due
to the presence of free-phase liquid hydrocarbons on the groundwater table. Copies of
the laboratory chemistry reports are attached as Appendix C and summarized in Tables 2
and 3.
93558SOI.TBL 12
TABLE 2
Soil Sample Analytical Results - UST TTm2477-1 Marine Corps Base, Camp Lejeme, North Carolina
REWAI Project 93558-l
in milliprams uer kiloprsrm hdld Concentrations reported i I-b- - r-- ---*- \[email protected],
MW-1 Reportable Mw-1 Duplicate
Analysis Concentrations (8-M’ bgl) (8-10’ bgl) : (13? 2bgl) I 1
11 SW-846:5030 (Gasoline) 1 10 II BDL 1 BDL I BDL II
SW-846:3550 (Diesel)
bl31 = below ground level BDL = Below Detection Limit
40 1,410 195 385
93558WAT.TBL 13
TABLE 3 TABLE 3
Water Sample Analytical Results - UST TT-2477-l Water Sample Analytical Results - UST TT-2477-l Marine Corps Base, Camp Lejeuue, North Carulina Marine Corps Base, Camp Lejeuue, North Carulina
REWAI Project 93558-l REWAI Project 93558-l
Concentrations reported in micrograms per liter tug/l) Concentrations reported in micrograms per liter tug/l)
MW-1 MW-1 Analysis Analysis MCL MCL law-1 law-1 Duplicate Duplicate MW-2 MW-2
EPA Method 602 (VOCs) -- BDL” BDL* --
Benzene 5 5.07 5.07 -- Xylenes 8.35 8.37 --
EPA Method 625 (SVOCs) 1 10,000 11 BDL* 1 BDL” r
EPA Method 200.7 (Lead) I -- II BDL I BDL I --
*All parameters of analysis method were BDL, except as noted (Appendix C).
EPA = United States Environmental Protection Agencv d
MCL = EPA maximum contaminant level for compc )unds in drinking water. A_ = Not Samplecl fdlle to free-nhsae nmdlxct on the or _--- \--- -- ---- ~---I- ~ ------ --- --- 0’ oundwater table)
:tection Limit BDL = Below De vocs = Volatile Organic Compounds svocs = Semi-VOCs
93558LEJ.RPT 14
Results of soil sampling for GRO were below the limits of detection in all samples. DRO
was detected in soils from both wells. The original and QA/QC duplicate results at
MW-1 differed from each other by an order of magnitude, indicating either higher than
expected concentrations of DRO in MW-1, or large variability in the soil samples
submitted (Table 2).
Laboratory analyses of groundwater from MW-1 (and its duplicate) were below the limits
of detection for all parameters except 5.07 micrograms per liter (ug/l) benzene and
approximately 8.36 ug/l total xylenes in both samples (Table 3).
4.3 Waste Disposal
Soil cuttings generated during drilling, water from equipment decontamination activities,
and water from development of the wells were collected in labelled Department of
Transportation (DOT)-approved %-gallon drums and staged at an activity-approved
location for disposal at a later date. Disposal documentation is attached as Appendix D.
A composite soil sample was taken from the five drums in which soil cuttings were
containerized and analyzed for GRO and DRO (SW-846:3550/5030), VOCs
(SW-846:8240), SVOCs (SW-846:8270), pesticides/polychlorinated biphenyls (PCBs)
(SW-846:8080), and Toxicity Characteristic Leaching Procedure (TCLP) eight Resource
Conservation and Recovery Act (RCRA) metals. Results indicated 799 mg/kg DRO and
small concentrations of barium (Table 4).
93558COM.TBL 15
TABLE 4 TABLE 4
Composite Drum Sample Analytic& Results - UST TT-2477-l Composite Drum Sample Analytic& Results - UST TT-2477-l Marine Corps Base, Camp Lejeune, North Carolina Marine Corps Base, Camp Lejeune, North Carolina
REWAI Project 93558-l REWAI Project 93558-l
Drum Composite Drum Composite Drum Composite Drum Composite Analysis Analysis Soil {mg/kg) Soil {mg/kg) Water @g/l) Water @g/l)
EPA Method 200.7 (Lead) I -- I 18
EPA Method 602 (VOCs) I -- I BDL*
SW-846: 3550 (Diesel)
SW-8465030 (Gasoline)
799 --
BDL --
SW-846: 8240 (VOCs) BDL*
SW-846:8270 (SVOCs) BDL*
SW-846: 8080 (Pesticides/PCBs) I BDL* I --
TCLP 8 RCRA Metals
Barium, Total (mg/l)
BDL” -- --
0.148 --
*All parameters of analysis method were BDL, except as noted (Appendix C).
mg/kg = milligrams per kilogram ugf = micrograms per liter mg/l = milligrams per liter EPA = United States Environmental Protection Agency vocs = Volatile Organic Compounds svocs = Semi-VOCs PCBs = Polychlorinated Biphenyls TCLP = Toxicity Characteristic Leaching Procedure RCRA = Resource Conservation and Recovery Act -- = Not Analyzed BDL = Below Detection Limit
93558LEJ.RPT 16
A composite water sample taken from the two drums used to store decontamination and
development water was analyzed for benzene, toluene, ethylbenzene, and xylene (BTEX)
and methyl tertiary-butyl ether (MTBE) by EPA Method 602 and lead by EPA
Method 200.7 Results were below the limits of detection for all parameters except
0.018 milligrams per liter (mg/l) total lead (Table 4).
93558LEI.RPT 17
5.0 SUMMARY ANJl CONCLUSIONS
Based on the results of this subsurface investigation conducted at UST TT-2477-1, the
following conclusions have been formed:
1. Apparent groundwater flow in the area is to the south at an average gradient
of approximately 0.006.
2. The presence of free-phase liquid hydrocarbons detected on the groundwater
table at MW-2, combined with soil and groundwater sample analytical data,
indicates that subsurface soils and groundwater have been impacted by
hydrocarbons.
93558LE7.RPT 18
6.0 RECOMMENDATIONS
Based on field observations made during the well installations and the analytical results
of soil and water sampling, REWAI offers the following recommendations:
1.
2.
3.
4.
5.
Perform a site sensitivity analysis, as required by the North Carolina
Division of Environmental Management (NCDEM).
Review UST information to determine the history of the UST (tightness
testing, reported leaks, etc.) and whether contaminated soil was excavated
during UST removal.
Define (both vertically and laterally) the magnitude and extent of
hydrocarbon contamination. Several soil borings should be installed
downgradient of the UST (near MW-2) and directly over the former
excavation area and finished as groundwater monitoring wells. Soil and
groundwater samples should be analyzed by the same methods used in this
investigation.
Implement a groundwater monitoring program at the newly installed
monitoring wells. Quarterly groundwater sampling for BTEX should be
implemented, as well as weekly gauging and removal of free product, if
present.
Determine soil permeability and groundwater flow direction and velocity by
pump testing or slug testing.
93558LEJAl’T 19
6. Perform a remedial option assessment, based on the information produced
by the above scope of work. If soils were excavated at the time of UST
removal, additional soil remediation methods-such as biodegradation,
groundwater pump and treat with skimming, and/or air sparging/
bioventing-should be considered to address the remaining hydrocarbon
contamination. If soils were not previously removed, excavation of
contaminated soil, followed by a reevaluation of the limits of soil
contamination, may be the most expedient method of soil remediation.
After excavation and reevaluation, monitoring or groundwater remediation
may need to be implemented.
7. Provide a copy of this report to the NCDEM along with a strategy to
address contamination.
APPENDIX A
Geologic Well Logs
North Carolina - Department of Environment, Health, and Natural Resources Division of Environmental Management - Groundwater Section
P.O. Box 29535 - Raleigh, N.C. 27626-0535 Phone (919) 733-3221
>. ‘,. FOR OFFlCE USE ONLY
mm. No. SERIAL NO.
Lt b&lo. Ro
WELL CONSTRUCTION RECORD MinorBasin
#asin@da
DRILLING CONTRACTOR:MCCdhm Testing Laboratories, InC.,badstEnt GW-1 Ent
STATE WELL CONSTRUCTION DRILLER REGISTRATION NUMBER: 777 PERMIT NUMBER: NA
1. WELL LOCATION: (Show sketch of the location below) Nearest Town: Jacksonville County: Onslow
Iwoiima Boulevard (Road, Community, or Subdivision and Lot No.)
2. OWNER Environmental Management Department/IRD ADDRESS Commandin General, AC/S EMD (IRD)
(StreetorRouteNo.)MCB PSC BOX 2OOOi Camp Lejeune NC 28542-0004
City or Town Stab Zip Code
3. DATE DRILLED * USE OF WELL 4. TOTAL DEPTH
DEPTH
From To
DRILLING LOG
Formation Description
5. CUTTINGS COLLECTED YES 0 NOD 6. DOES WELL REPLACE EXISTING WELL? YES L] 7. STATIC WATER LEVEL Below Top of Casing:
NO[ Fr.
(Use “+. if Above Top of Casing) 8. TOP OF CASING IS Ff. Above Land Surface’ ’ Casing Termlnated aWor below land rutface is Illegal unleaa a varlsnce 1s Issued
In accordance with 15A NCAC 2C .0119
9. YIELD (gpm): METHOD OF TEST
10. WATER ZONES (depth):
11. CHLORINATION: Type Amount If additional space is needed use back of form
12. CASING:
From From
Wall Thickness LOCATION SKETCH Depth Diameter or WeighVFt. Material (Show direction and distance from at least two State
To - Ft. Rdads, or other map reference points)
To- Ft. From
13. GROUT:
To- Ft. See Figures 1 through 3
Depth Material Method From - To - Ft. From - To -Ft.
14. SCREEN: Depth Diameter Slot Size Material
From -To- Ft - in. - in. From -To- Ft.- in. - in. From -To - Ft.- in. - in.
15. SAND/GRAVEL PACK:
Depth Size Material From - To- Ft. From To Ft.
16. REMARKS: *See attached well logs for questions 3 through 15.
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH 15A NCAC 2C, WELL CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECOF HAS BEEN PROVIDED TO THE WELL OWNER.
GW-1 REV. 9/91 DATE
anagement and copy to well owner.
:lient: LANTDIV NAWACENGCOM
Overhrden5ithologic
yellowinh brown; concrete fragments, grass, and root6 in upper six inches; loose and moist below 3’ No t&cable hydrocarbon odor. (0.0 - 4.0’)
-....______.._._____-..~~~~~--.~~~~..-._ Very tine-grained sand and clay [SC];
_.___...___..-.__....-. Flushmount driveover
4” PVC casing (0.4-9.1’)
Bentonite plug (6.7-7.9’)
Marie #2 sand (7.9-19.5’:
moist. Moderate odor. (8.0 - 13.0’) / 4” PVC screen (9.1-19.1’
Total boring depth= 19.5’
Driller MeTbLAb Blown/Bailed Yield 1 mm ~ Bentonite Seal Bentmite chins _
Logged By E. Esrrle fEEWAIl Well Casing 4’ ~ . Dia. 0 30’ to 9 12’ i Filter Pack Qty. 500 lbo.
Drilling Started lOI Casing Type SC&dUkUlPVC 1 Filter Pack Type MO& #2 aaml
Drilling Completed lOl2W93 Well Screen 4’ ~--__ Dia. 9 12’ to 19 12’ L L Static Water Level 9.78
Construction Completed 10125/93--- Screen Type Sehodule 40 PVC ! Dale 1114f93
Development Completed lOl26l93 . / Slol Size ,
O.OlO-inch -~ j Notes:
Water Bearing Zones NA below IS’ bgs---_ ~~ 1 Drilling Mud
Grout Type l%mlmd ccmo#ulton. __ _A!_ _ .__~~ ---._
MSL
r.e. wright associates, inc.
SOIL BORING LOG Piezometer No.
lient: LANTDIV NAVF’ACENGCOM tiation Camp Lejeune MCB, NC 5.28 m. MSL reject No: 93558 Phase 1 Task
Overburden/Lithologic
Description
Page 1 of 1 cl c ,
+ t
: Blow _ , j
IL count Ed: : tz
, I
Well Construction
Details
T.O.C. Elev. 25.01’ MSL
Flushmount driveover
4” PVC casing (0.4-9.0’)
Bentonitc plug (6.1-7.2’)
Morie #2 sand (7.2-19.4’)
4” PVC screen (9.0-19.0’:
L Ground Surfa 20-10-7-7
-
ce
1
Asphalt. (0.0 - 0.4’) ___......___-.._____-..-~--.-..-.-..... Fine to very fine-grained and [SW]; pale yellowish brown; loose. No noticable hydrocarbon odor. (0.4 - 3.5’)
0
0
7
20
40
140
Very fine-grained aand and clay [CL]; pale yellowish brown to greyiah orange below 4.0’; firm, slightly cohesive. No odor. (3.5 - 5.7’) .~~~---.~‘~~.-.-‘~~~~~.-~~~~....~~~~--. Sdty clay [CL]; pale yellowish brown mottled with light brown; cohesive. No odor. (5.7 - 6.0’) ,_..._____..______-_~~~~.-...~~~~.~~~~ Clay [CH]; pale yellowish brown mottled with moderate reddish brown; weathered
Fen! .E?!s. N??!or.. v-! IF?! _ Clay [CH]; light grry mottled with dark yellowish orange and moderate reddish brown; stiff. cohesive. Slight odor. (8.0 - 13.0’)
Fine-grained sand and silt [ML]; dark yellowish orange; loose; very moist. Moderate odor. (13.0 - 19.4’)
A---
! ]4-10-12-12
i PVC bottom cap (19.0-19.4’) Total boring depth= 19.4’
/ I / 1
I LQ- L .
Driller McCallUmTUtiItE~ ~~
Logged By E. Enek (REWAI)
Drilling Started lOl26t93
Drilling Completed 10/26/93
Construcrion Completed 10126l93 _
Development Completed lwm93 .._~
T ~__
Blown/Bailed Yield Lmm
Well Casing 4’ Dia. 01’ IO 90 f
Casing Type SCbedUk4OPVC
Well Screen 4’ Dia. 9.0’ to 19.0
Screen Type sebaluk 40 PVC
Slot Size O.OlO-incb
- --.- Bentonite Seal Bexttmite cbivs
Filter Pack Qty. 450 lbr.
Filter Pack Type Morie#2mnd
Static Water Level 9.87 MSL
Date 11/4/m
Notes: 0.02’ of i?ee tWoduct observed in
&I after development on 10128/93. Waler Bearing Zones below 15’ be;s i Drilling Mud NA ~~.
r.e. wright associates, inc. Form #WI-SC-I (02190)
APPENDIX B
Survey Data
93558SUR.APP
SURVEY DATA
UST TT-2477-1
Coordinates on well locations are given in meters using a Universal Transverse Mercator grid (NAD, 1927). Top of casing and ground surface elevations are listed in feet above mean sea level (NGVD, 1929). Computations were done using a conversion for feet/ meter of 39.37 inches divided by 12 inches, exactly.
Starting monument information was taken from a “trig list” or monument identification list prepared by the Second Topographic Platoon, Camp Lejeune, North Carolina.
Well Coordinates (meters) Elevations (feet)
Identification North East Top of Casing Surface I I
II MW- 1 1 3,845,484.29 1 283,981.89 1 25.08 I 25.38 II
II MW-2 ( 3,845,486.77 1 283,977.13 ( 25.01 I 25.28 II
APPENDIX C
Laboratory Reports
.H’Y D R 0 L 0 G I C, I N C.
cm!lmNY NAME:
HYDRoKmcETtcmmNuMBER: HYDRoIm1cSAMPmrxJMBEE i5AMPLE IDmcATIm: DATE-: lXXlEExTRA(3TED: DwE/TIME AN?iGYzED:
ANZZYSIS
Diesel. Gasoline
IiydroIcgic-Morris., Inc.
FL932673 22898 MWl 10/25/93 11/03/93 11/05/93 11/08/93
BJmciaD!rPE3550/5030
CAS No.
10 1410 1.3 BDL
BDL=BelowSanple DetectionLimit SDL=SaqleDetectionLimit
CZCWEKE: DIESEL-DlLUTIONEAClQRX10;GEi0LlNE-HEA~NELPRESENT
1491 Twilight Trail [7 Frankfort, KY 40601 0 502/223-0251 0 FAX 502/875-8016 0 Toll Free l-800/728-2251
.H’Y D R 0 L 0 G I C, I N C .
cc@lPANY NaMEi:
mDF0uxIC PIRCUETNUMEER: FL932673 FEDFamIcsAMmFiNuMBER: 22899 SAMPLE lDE!txrEIcATIm: wIlDup. D?tlTZ-: 10/25/93 lIWLE-: 11/03/93 I2RqrmE ANALYZED: 11/05/93 11/08/93
ANALYSIS
Diesel Gasoline
Eydrcibgic-Morris., Inc.
I4EmoDTPH3550/5030
CAS No.
10 195 1.2 BDL
BDL=Belm7Sa@eD&ectionLimit SDL=!hpleDetecti.onLimit
1491 Twilight Trail Cl Frankfort, KY 40601 0 502/223-0251 0 FAX 50’21875-8016 0 Toll Free l-8001728-2251
.H’YDROLOGIC, INC.
cJmwmY NAME:
RYDac FTOJECT IIUMEER: HYDRoImIc SAMPLE xluMBER: tmfE%E IDExmFIcATIm: ISTEi-: lXIE-: Dm/TIME ANALYZED:
ANALYSIS
Diesel Gasoline
HydrolAgic-Morris., Inc.
FL932673 22900 Ma72 10/26/93 11/03/93 11/05/93 11/08/93
I4E!mm~3550/5030
czs No. m RESULT @Y/kg) @Y/w
10 385 1.2
BDL-BelwSaqleDetectionLimit SDL = Sample Detection Limit
(2ObMXE: DIESEL-DlLUTICNF~XlO; --mm FUEL PRESEKT
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-H,YDROLOGlC, INC .
ANALYSIS
QiLorobenzene 1,2-Dichloxzdx~zene 1,3-Dichlordmzene 1,4-Dichlorobenzene
FL932757 23224 W-1 11/4/93 WA ll/l2/93
as No. E/U
n-43-2 1.0 108-90-7 1.0 95-50-l 1.0 541-73-1 1.0 106-46-7 1.0
100-41-4 1.0 108-88-3 1.0 l330-20-7 1.0
5.0
ResuLT ( ug/l)
BDL-BelwSanpleDetedimLimit SDL=Sa@eDetectionIhit
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-H-Y D R 0 L 0 G I C , I N C .
#?ALYsIS
E$hloroet&l)e!ther 2xhlcmphenol 1,3-Dichlorcbmzene 1,4-Dichlarcbenzene
1,2-Dichlorcbenzene 95-50-l 5.0 bis(2Xhloroiscpr~l)ether 39638-32-9 5.0 N-Nitrosd-n-mlamine 621-64-7 5.0 Ee%achloroethane 67-72-l 5.0 Nitrobenzene 98-95-3 5.0
Isophorone 78-59-l 5.0 2-Nitmphenol 88-75-5 5.0 2,4-Di~rethylphenol 105-67-g 5.0 bis(2xhloroetiq)- 111-91-1 5.0 2,4-Dichlorophaol 120-83-2 5.0
2-chl~thalene 91-58-7 5.0 Dimztlylphthalate Ul-11-3 5.0 -If= 208-96-8 5.0 --e 83-32-9 5.0 2,4-Dinitqhtmol 51-28-5 25.0
EL932757 23224 I%+1 11/4/93 11/09/93 ll/l5/93
CAS ND. E/U
108-95-2 5.0 111-44-4 5.0 95-57-8 5.0 541-73-1 5.0 106-46-7 5.0
120-82-l 5.0 91-20-3 5.0 87-68-3 5.0 59-50-7 5.0 88-06-2 5.0
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 III FAX 502/875-8016 El Toll Free l-800/728-2251
- H. Y D R 0 L 0 G I C , I N C ~-.
PaSe 2cxxltinud
4-Ni*01
2,4-Dimi.tmtoluene 2,6-Dinitrotoluene Diethylphthalate 4xhlomphenyl-phenylether
Flmrene 4,6-Dini~2-meQylphenol @---;~?&e-l=
Pdzachlomphenol
PheMnthrene Anthracene Di-n-butylphthalate Fluoranthene
~lbenzylphthalate 3,3'-Dichlorobenzidine Benzo(a)anthracene bis(2-ELhylhexyl)phthalate chrysene
Di-n-cctylphthalate Benzo(b)fluoranthene Benzo(k)fluarantherae mo(a)pyrene
FL932757 23224 Ml-1 11/4/93
CAS (%/1)
100-02-7 25.0 121-14-2 5.0 606-20-2 5.0 84-66-2 5.0 7005-72-3 5.0
86-73-7 5.0 534-52-l 25.0 101-55-3 5.0 118-74-l 5.0 87-86-5 25.0
85-01-8 5.0 120-12-7 5.0 84-74-2 5.0 206-44-o 5.0 l.29-00-o 5.0
85-68-7 5.0 91-94-1 10.0 56-55-3 5.0 117-81-7 5.0 218-01-g 5.0
117-84-o 5.0 205-99-2 5.0 207-08-g 5.0 50-32-8 5.0
Eslm ( w/l)
1491 Twilight Trail c3 F rankfort, KY 40601 q 502/223-0251 0 FAX 502/875-8016 D Toll Free l-800/728-2251
-HYDROLOGIC, INC . Page 3continued
axaNY N?M:
HmRamGIcPRoJErNu!lEER: HYDlamxc-m: s?wLE lIEmn?Ima: IM!IE-:
-32757 23224 W-1 11/4/93
I=~=w,~,~-~~)EwIE Dibenz(a,h)anthracene B=Wg,W)peryl- """-fYC1=-= N-Ni-
BeIlzidine N-Nivlamine
193-39-5 5.0 53-70-3 5.0 191-24-2 5.0 77-47-4 10.0 86-30-6 10.0
92-87-5 80.0 62-75-9 10.0
BDL=BelawSanple&te&imT.imit SDL=Sa@eDeteztianLimit
1491 Twilight Trail Cl Frankfort, KY 40601 q 502/223-0251 El FAX 502/875-8016OToll Freel-800/728-2251
REPORT OF ANALYSES
HYDROLOGIC MORRISVILLE PROJECT NAME: R.E. WRIGHT 2500 GATEWAY CENTRE BOULV DATE: 11/10/93 SUITE 900 MORRISVILLE, NC 27560- Attn: LISA PUTRELL
SAMPLE NUMBER- 29532 SAMPLE ID- MW 1 DATE SAMPLED- 11/04/93 TIME SAMPLED- 0918 SAMPLER- CLIENT DATE RECEIVED- 11/06/93 TIME RECEIVED- 1300 DELIVERED BY- UPS RECEIVED BY- BDL
Page 1 of 1
SAMPLE PREP ANALYSIS ANALYSIS METHOD DATE BY DATE TIME BY RESULT UNITS
LEAD, TOTAL 200.7
LABORATORY DIRECT
10. BOX 18029 /ASHEVILLE, NC 28814 / 122 LYMAN STREET/ASHEVILLE, NC 28801 / (704) 254.5169 /FAX: (704) 252.9711 /TOLL FREE: l-800-231-8889
-H Y D R 0 L 0 G I C , I N C .
HYDFamIc-ERMBW: EYDFaaxc-MMBER: SAMPLE IDEmlFIcATIm: lXlES?#MEED: DWEEXDACTD: rll!TEpmYzED:
ANKLYSIS
Chlorcbenzene 1,2-Dichlorobenzene 1,3-Dichlombenzene 1, I-Dichlmene
-32757 23225 W-1D 11/4/93 WA ll/l2/93
71-43-2 1.0 108-90-7 1.0 95-50-l 1.0 541-73-l 1.0 106-46-7 1.0
100-41-4 1.0 108-88-3 1.0 l33w20-7 1.0
5.0
BDL=BelcwSanplebtec&nLimit SDL=SaupleDetsztionI&uit
1491 Twilight Trail q Frankfort, KY 40601 0 502/223-0251 q FAX 502/875-8016 0 Toll Free l-800/728-2251
*H.\jDROLOGIC. INC-
JWALYSIS
Eghloroethyl)ether 2-chlnrophenol 1,3-Dichlorobenzene 1,4-Dichkxdene
1,2-Dichlorobenzene bis(2X!hloroisopmpyl)ether N-Nitroso-di-n-pzpylaxnine Ik?XdllOroethane
Nitrobenzene
Isophorone 2-Niti@eIlol 2,4-Dix~~thylphenol bis(2-chloroethoxy)methane 2,4-Dichloro@mol
1,2,4*ichlombenzene Naphthalene Eexachlorobutadiene 4-Chlonr3-Iwhylphenol 2,4,6-Trichlorophenol
2chlmmaphudene Dimthylphthalate
x= 2,4-Dini-
-32757 23225 W-1D 11/4/93 11/09/93 ll/l5/93
CAS Eh
108-95-2 5.0 111-44-4 5.0 95-57-8 5.0 541-73-l 5.0 106-46-7 5.0
95-50-l 5.0 39638-32-9 5.0 621-64-7 5.0 67-72-l 5.0 98-95-3 5.0
78-59-l 5.0 88-75-5 5.0 105-67-g 5.0 111-91-l 5.0 120-83-2 5.0
120-82-l 5.0 91-20-3 5.0 87-68-3 5.0 59-50-7 5.0 88-06-2 5.0
91-58-7 5.0 131-11-3 5.0 208-96-8 5.0 83-32-9 5.0 51-28-5 25.0
1491 Twilight Trail Cl Frankfort, KY 40601 Cl 502/223-0251 il FAX 502/875-8016 0 Toll Free l-800/728-2251
A-lYDROLOGIC, INC- . Page 2cantima
OMPANY NAMEi:
-c!-NtMBw: EYDmmGICsAMPLE~: SAMPLE -mm: DATJISAMPIXD:
ANALYSIS
4-Nim1 s 2,4-Dinit~wtoluene
2,6-Dinitmtoluene Diethylphthalate 4-chlmphenyl-pherylether
Fluorene 4,6-Dini~2-methylphenol L-&-y*
Penbchlorophenol
Phenanthrene Anthracene Di-n-butylphthalate Fluoranthene Pvrene
Di-n-octylphthalate Benzo(b)fluoranthene Benzo(k)fluoranthene B=Wa)pyrene
EL932757 23225 W-1D 11/4/93
CAS t%,
100-02-7 25.0 121-14-2 5.0 606-20-2 5.0 84-66-2 5.0 7005-72-3 5.0
86-73-7 5.0 534-52-l 25.0 101-55-3 5.0 118-74-l 5.0 87-86-5 25.0
85-01-8 5.0 120-12-7 5.0 84-74-2 5.0 206-44-o 5.0 l29-00-o 5.0
85-68-7 5.0 91-94-1 10.0 56-55-3 5.0 117-81-7 5.0 218-01-g 5.0
117-84-o 5.0 205-99-2 5.0 207-08-g 5.0 50-32-8 5.0
1491 Twilight Trail q Frankfort, KY 40601 q 502/223-0251 0 FAX 502/875.8016 0 Toll Free l-800/728-2251
-H’Y D R 0 L 0 G I C a I N c . Page3czorblued
~(1,2,3-w~~= 193-39-5 Dibenz(a,h)anthracme 53-70-3 B=Ng,h,i)perylene 191-24-2 Eexachlorocyclpmene 77-47-4 N-Nitrosodiinhernrl 86-30-6
5.0 5.0 5.0 10.0 10.0
Benzidine 92-87-5 80.0 N-Nivlalnine 62-75-9 10.0
pydrmgic-M=h., Inc.
EB32757 23225 W-1D 11/4/93
1491 Twilight Trail q Frankfort, KY 40601 0 502/223-0251 D FAX 502/875-8016 c] Toll Free l-800/728-2251
--H Y D R 0 L 0 G I C , I N C .
REPORT OF ANALYSES
HYDROLOGIC MORRISVILLE PROJECT NAME: R.E. WRIGHT 2500 GATEWAY CENTRE BOULV DATE: 11/10/93 SUITE 900 MORRISVILLE, NC 27560- Attn: LISA FUTRELL
SAMPLE NUMBER- 29533 SAMPLE ID- MW 1 DUPL. DATE SAMPLED- 11/04/93 TIME SAMPLED- 0918 SAMPLER- CLIENT DATE RECEIVED- 11/06/93 TIME RECEIVED- 1300 DELIVERED BS- UPS RECEIVED BY- BDL
Page 1 of 1
ANALYSIS SAMPLE PREP ANALYSIS
METHOD DATE BY DATE TIME BY RESULT UNITS
LEAD, TOTAL 200.7 11/06/93 KHJ 11/08/93 0746 LJP <O.OlO mg/l I- /
LABORATORY DIR
P-0. 80X 18029 /ASHEVILLE, NC 28814 / 122 LYMAN STREET/ASHEVILLE, NC 28801 / (704) 254.5169 /FAX: (704) 252.9711 /TOLL FREE: l-800-231-8889
H Y D R 0 L.0 G I C, I N C.
lTnmx&Ic-NUMBER: -32667 HyDw3LLx;IcwNUMBER: 22884 SAMEm IImmIFTc?#!rIm: X2477-1 D74TJ3SAMPLED: 10/25/93 DRTE-: lxcE/TIME ANAL-:
11/03/93 11/05/93 11/03/93
mz!EcmIpB3550/5030
Diesel Gasoline
BDL=Bel~SaxrpleD&ecthnIhit SLE=SanpleD&ecLionI&nit
aHEPI'S:DlLUITCNE7CIURXlO
1491 Twilight Trail m Frankfort, KY 40601 0 502/223-0251 q FAX 502./875.&)16 q Toll Free 1.800/72&2251
H Y D R 0 L 0 G IC, I N C .
2wALYSIS
alpha-E!ac beta-BHC Ck?lta-BHc
GE (Lindane) or
cas No. E&3,
319-84-6 0.008 319-85-7 0.008 319-86-8 0.008 58-89-9 0.008 76-44-8 0.008
Aldrin zyz y
Dieldrin 4,4'-DDE
309-00-2 0.008 1024-57-3 0.008 959-98-8 0.008 60-57-l 0.016 72-55-9 0.016
Endrill 72-20-8 0.016 EndosulfanII 33213-65-9 0.016 4,4'-DDD 72-54-8 0.016 Ehirin aldehyde 7421-93-4 0.016 Rdosulfan sulfate 1031-07-8 0.016
4,4'-DM! Methoxychlor Chlordane Tmqhene &odor-1016
Arc&x-I.221 Aroclor-1232 alor-1242 Aroclor-1248 Armlor-1254 Arcclor-1260
50-29-3 0.016 72-43-5 0.080 57-74-9 0.080 8001-35-2 0.160 12674-11-2 0.080
11104-28-2 0.080 11141-16-5 0.080 53469-21-9 0.080 12672-29-6 0.080 11097-69-l 0.160 11096-82-5 0.160
FL932667 22884 #2477-l 10/25/93 11/06/93 11/08/93
BDL=BelcwSaupleDete&imLimit SDL=SanplektectimLimit
1491 Twilight Trail El Frankfort, KY 40601 Cl 5021223.0251 0 FAX 502/875-8016 0 Toll Free l-800/728-2251
HYDROLOGIC, INC.
aIta?ANY Nzm: f., In=.
HmRamGIcmMlEcT~: -32667 HLmamGIcsAMPLENuM8ER: 22884 sAtmE -cATIm: #2477-l DTiTESAMPLED: 10/25/93 RIPE-: LlmE/TpIE ANRLYzED:
11/06/93 11/10/93
AFmLYs1s CAS NJ. Ek9,
83-32-9 0.6 208-96-8 0.6 62-53-3 0.6 120-12-7 0.6 92-87-5 0.6
Bmzoic Acid 65-85-O 3.3 Benzo(a)Anthracene 56-55-3 0.6 &nzo(b)Fluoranthene 205-99-2 0.6 Eenzo(k)Fluoranthene 207-08-g 0.6 Benzo(g,h,i)Perylene 191-24-2 0.6
~oWq?rene BenzylAlcohol Bis(2eikmethaxy)~ Bis(2-chloroethyl)Fkhw Bis(2diLcxoisapropyl)Ether
Bis(2-EXhylhexyl)Phthalate I-Br-1 Phenyl Ether Butyl Benzyl Phthalate 4-Chloroani3ne lxhlorcnaghthalene
50-32-8 0.6 100-51-6 1.3 111-91-l 0.6 111-44-4 0.6 39638-32-9 0.6
117-81-7 0.6 101-55-3 0.6 85-68-7 0.6 106-47-8 1.3
0.6
2ehlolrcnaphthalene 91-58-7 0.6 4ehloro-3-Methyl Phenol 59-50-7 1.3 2-chlorophenol 9457-8 0.6 4-oqhenylPhenylEther 7005-72-3 0.6 chrysene 218-01-g 0.6
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H Y D R 0 L 0 G IC, I N C . pase 2axltinued
AmLYsIS
Dibenz(a,h)Adbacem Dibenzofuran Di-N-FSutylphtblate 1,3-Dichlor~ene 1,4-Dichlcxobenzene
1,2-Dichlor~ene 3,3'-Dichlorobenzidine 2,4-Dichlorophenol 2,6-Dichlorophenol Diethylphthdate
A,A-Dimthylphenethylamine 2,4-Dim&hylphenol Dimethylphthalate 4,6-Din&o-2-Methylphenol 2,4-Dinibmphenol
2,4-Dinitrotoluene 2,6-Dinitrutoluene Diphenylamine Di-N+kQlphthalate Flmranthene
Fluorene HeXd-llOdEIlZel-E EWCElChlarabutadiene Hexachlorocycl0pWlbdiene
FL932667 22884 #2477-l 10/25/93
CRS ND. E?kJ,
53-70-3 0.6 132-64-9 0.6 84-74-2 0.6 541-73-l 0.6 106-46-7 0.6
95-50-l 0.6 91-94-1 1.3 120-83-2 0.6 87-65-O 0.6 84-66-2 0.6
X22-09-8 0.6 105-67-g 0.6 131-11-3 0.6 534-52-l 3.3 51-28-5 5.3
121-14-2 0.6 606-20-2 0.6 122-39-4 0.6 117-84-o 0.6 206-44-o 0.6
86-73-7 0.6 118-74-l 0.6 87-68-3 0.6 7747-4 0.6
1491 Twilight Trail 13 Frankfort, KY 40601 0 502/223-0251 El FAX 502/875-8016 IJ Toll Free l-800/728-2251
HYDROLOGIC, INC. Page 3caemled
OOMPANY m:
HC~~: HYDRmaIcsz4MELENuMBER: SaMPLE -cATIm: IRTESAMPLED:
ivaLYsIS
3-Nitmanilhe 4-Nitroaniline
Ni-e 2-Nitrophenol I-Nkrophaol N-Nitroso-Di-N-Buiqlamine N-Nitroirrrethy'l
*Ni~oSodiphC?rlylEiEliX! N-Nitroscdipropylaxnine Pentachloroph~ol Phaanthrene Phenol
Pvrene 1,2,4,5+etrachl~ene 2,3,4,6+etrachlorophenol 1,2,4-Ckichlordxnzene
mi.d&L-rti., IIE.
FE&32667 22884 12477-l 10/25/93
as No. t%cl,
67-72-l 0.6 193-39-5 0.6 78-59-l 0.6 91-57-6 0.6 95-48-7 0.6
106-44-5 0.6 91-20-3 0.6 88-74-4 3.3 99-09-2 3.3 100-01-6 3.3
98-95-3 0.6 88-75-5 0.6 lOD-02-7 3.3 924-16-3 0.6 62-75-9 0.6
86-30-6 0.6 621-64-7 0.6 87-86-5 3.3 85-01-8 0.6 108-95-2 0.6
129-00-o 0.6 95-94-3 0.6 58-90-2 0.6 120-82-l 0.6
1491 Twilight Trail q F ravkfort, KY 40601 q 502/223-0251 0 FAX 502/875-8016 0 Toll Free l-800/728-2251
H Y D R 0 L 0 G IC, I N C . Page 4coIlbed
OOMPANY N?MFl:
ByDLFMLM;IC PKUECTNCBBER: HxmomGIcsAML?LENcMBER: sAMmE IDEtmEIcATIcN: -SAMFLED:
l?ydrmg~~., Inc.
FL932667 22884 #2477-l 10/25/93
ANALYs1s
2,4,5+dchlmc@1eno1 95-95-4 0.6 2,4,6-Trichlarophenol 88-06-2 0.6
SurrogateFkcovery: 2-Fluorobiqhql Nitrobenzene-d5 4whenyl-D14 2-Fluoro@~nol Phenol-D5 2,4,6-!Erib~mphm01
CRS No. E?w
BDL=BelowSanpleDetec&mLimit SDL=SanpleDetectimLimit
WMEt?IS:ImSumoga~ Fkcoveriesduetosauplematrix.
ResuLT m/w
52% 46% 44% 36% 39% 29%
1491 Twilight Trail D Frankfort, KY 40601 q 502/223-0251 0 FAX 502/875-8016 [7 Toll Free l-800/728-2251
H Y D R 0 L 0 G IC, I N C .
.gN?iLYs1s
Acetone Acrolein Acxylonitrile Benzene Bramdichlorafdhane
Bramform Br-thane 2-EIutanone Carbon D&sulfide carbon !ktrachloride
Chlorobenzene Chloroethane 2+hloro EthylVi.rylEther chbrofoxn Chlorarethane
Dibrcmxhloroarethane Dibr-thane 1,4-Dichloro-2-Butane Dichlorodifluorm&ham 1,2-Dichlor~ene
1,3-Dichlmene 1,4-Dichlarobenzene l,l-Dichlm 1,2-Dichlaroethane l,l-Dichltxoethene
EL932667 22884 #2477-l 10/25/93 WA 11/05/93
as No. Es3,
67-64-l 2.5 107-02-8 1.25 107-13-l 1.25 71-43-2 0.125 75-27-4 0.125
75-25-2 0.125 74-83-9 0.25 78-93-3 0.25 75-15-O 0.125 56-23-5 0.125
108-90-7 0.125 75-00-3 0.25 llW748 0.25 67-66-3 0.125 74-87-3 0.25
124-48-l 0.125 74-95-3 0.125
0.125 75-71-8 0.25 95-50-l 0.125
541-73-l 0.125 106-46-7 0.125 75-34-3 0.125 107-06-2 0.125 75-35-4 0.125
1491 Twilight Trail 17 F rankfort, KY 40601 0 502/223-0251 El FAX 5021875-8016 q Toll Free l-800/728-2251
HYDROLOGIC, INC.
Page 2corltjnued
JWALYSIS
tram-1,2-Dichloroethene 1,2-Dichloxprqane cis-1,3-Dichloropropae trans-1,3-Dichlompropene Ethanol
as No, e%3,
156-60-S 0.125 78-87-5 0.125 10061-01-S 0.125 10061-02-6 0.125 64-17-5 2.5
100-41-4 0.125 97-63-2 0.25 591-78-6 1.25 74-88-4 0.25 75-09-2 0.125
4-Methyl-2-Pentanone 108-N-l 1.25 styrene 100-42-s 0.25 1,1,2,2-Tetrachla 79-34-5 0.25 !tktX&hK&hyleIIe 127-18-4 0.25 !lblI.leIle 108-88-3 0.125
l,l,l-Trichlomethane 1,1,2+fkhlorc&hane Trichloroethylene Trichloroflumthane Vinyl Chloride
71-55-6 0.125 79-00-S 0.125 79-01-6 0.125 75-69-4 0.125 75-01-4 0.25
1330-20-7 0.125
lW32667 22884 (2477-l 10/25/93
RESULT m/w
BDL .
90% 106% 100%
BDL=BelowSanpleDete&imT.imit SDL=SanpleDetectimLimit
1491 Twilight Trail 0 Frankfort, KY 40601 Cl 502/223-0251 El FAX 5021875-8016 0 Toll Free l-800/728-2251
REPORT OF ANALYSES
HYDROLOGIC MORRISVILLE PROJECT NAME: 934109 REWRIGHT 2500 GATEWAY CENTRE BOULV DATE: 11/15/93 SUITE 900 MORRISVILLE, NC 27560- Attn: LISA PUTRELL
SAMPLE NUMBER- 29109 SAMPLE ID- 2477-l DRUM CMF' DATE SAMPLED- 10/25/93 TIME SAMPLED- 1517 SAMPLER- DATE RECEIVED- 11/02/93 TIME RECEIVED- 1200 DELIVERED BY- UPS RECEIVED BY- MLS
Page 1 of 1
SAMPLE PREP ANALYSIS ANALYSIS METHOD DATE BY DATE TIME BY RESULT UNITS
TOX. CHAR. LEACHING PROCEDURE 6010 ARSENIC, TOTAL 6010 CADMIUN, TOTAL 6010 CHROKILJN, TOTAL 6010 MERCLRY, TOTAL 6010 SELENIUM, TOTAL 6010 SILVER, TOTAL 6010 BARIUY, TOTAL 6010 LEAD, TOTAL 6010
11/03/93 KHJ 11/04/93 LJP 11/03/93 KHJ 11/04/93 LJP <0.007 mg/l 11/03/93 KHJ 11/04/93 LJP <O.OOl mg/l 11/03/93 KHJ 11/04/93 LJP <o.oos mg/l 11/03/93 KHJ 11/04/93 LJP <0.0002 mg/l 11/03/93 KHJ 11/04/93 LJP (0.007 mg/l 11/03/93 KHJ 11/04/93 LJP <0.005 mg/l 11/03/93 K.HJ 11/04/93 LJP 0.148 mg/l 11/03/93 KHJ 11/04/93 LJP <O.OlO mg/l
LABORATORY DIRE
~O.BOX1B029/ASHEVILLE,NC28814/122LYMANSTREET/ASHEVIUE,NC2BB01/~704~ 254.5169/FAX:(704) 252.9711 /TOllFREE: l-800-231-8889
H’Y D R 0 LOG I C, ‘I N C,
CCMPANY NAME:
HYDFtf.xmIc PRCXTMIT NUMBER: EYDmIE1cSAMEwNuMEER: SAMPLE IDENIIF?cATIoN: DATEZWIPLED: DWEm: Du!cE/TIME ANALYZED:
ANALYSIS
Benzene Chlorobenzene 1,2-Dichlorobenzene 1,3-Dichlorcbenzene 1,4-Dichlorobenzene
Etthylbenzene Toluene Xylene (Total)
HydroLogic-Morris., Inc.
FL932769 23237
11/4/93 N/A 11/U/93
MEiTHlD EPA 643Z/KlBE
CAS No. gD& ( w/l)
71-43-2 1.0 108-90-7 1.0 95-50-l 1.0 541-73-1 1.0 106-46-7 1.0
100-41-4 1.0 BDL 108-88-3 1.0 BDL 1330-20-7 1.0 BDL
5.0 BDL
RE!%LT ( ug/u
BDL BDL BDL BDL BDL
EDL= BelowSarrpleDetectionL.imit SDL = Sample Detection Limit
COMMEXE:
1491 Twilight Trail 0 Frankfort, KY 40601 Cl 502/223-0251 0 FAX 502/875-8016 0 Toll Free l-800/728-2251
:H Y D R 0 L 0 G I C , I N C .
REPORT OF ANALYSES
HYDROLOGIC MORRISVILLE PROJECT NAME: R.E. WRIGHT 2500 GATEWAY CENTRE BOULV DATE: 11/10/93 SUITE 900 MORRISVILLE, NC 27560- Attn: LISA FUTRELL
SAMPLE NUMBER- 29531 SAMPLE ID- VST-TT-2477-1 DATE SAMPLED- 11/04/93 TIME SAMPLED- 1224 SAMPLER- CLIENT DATE RECEIVED- 11/06/93 TIME RECEIVED- 1300 DELIVERED BY- UPS RECEIVED BY- BDL
Page 1 of 1
ANALYSIS
LEAD, TOTAL
SAMPLE PREP ANALYSIS METHOD DATE BY DATE TIME BY RESULT UNITS
200.7 11/06/93 KHJ 11/08/93 0746 LJP 0.018 mg/l
LABORATORY DIREC
LO. BOX 18029 /ASHEVILLE, NC 28814 / 122 LYMAN STREET /ASHEVILLE, NC 28801 / (704) 254.5169 /FAX: (704) 252.9711 /TOLL FREE: 1.BOO-231.BBB9
,
Fa 2 PO1 I 1
HydroLogic, Inc. . 2500 Gateway Centre Blvd., Suite 900 Method of Shipment
Morrisville, NC 27560 800-241-4174 919-380-9699
PAGE OF
RELINOUISHED BY: DATE / TIME: /@&,J \ j-3 () DATE/TIME: 1 y/y lJ^, *
DATE /TIME: /ia /03-9 DATE I TIME:/&-&9 /m
REUNOUISHED By: DATE I TIME: DATE /TIME:
DISPATCHED BY: DATE / TIME: RECEIVED By: DATE / TIME:
I 1
REPORT To: 1 CHAIN OF CUSTODY 1 I 1
HydroLogic, Inc. 2500 Gateway Centre Blvd., Suite 900
Mwisville, NC 27560 800-241-4174 919-380-9699
PAGE OF
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REMARKS .‘:
RECEIVED BY: flJw A WXElVED BY: G&& /$!$& DATE I TlME:/L
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RECEIVED BY: mm /TIME:
RECEIVED Bv: DATE I TIME:
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HydroLogic, Inc. 2500 Gateway Centre Blvd., Suite 900 Method of Shipment
Morrisville, NC 27560 800-241-4174 919-380-9699
PAGE OF
DISPATCHED Bv:
rxr~ /TIME: DATE I TIME:
DAlEInME: RECEIVEDBY: DATE I TIME:
GhAlu Or C&i dG Y Pas ’ .
HydroLogic, Inc. 2500 Gateway Centre Blvd., Suite 900
Monisville, NC 27560 800-241-4174
Method of Shipment .
91 g-380-9699
PAGE OF
DATE I TIME: ,f/w(/ /@c
RELINQUISHED BY: DATE / TIME: I ,
RECEIVED 4: 1 DATE / TIME:
DISPATCHED By: DATE /TIME: RECEIVED BY: DATE / TIME:
Date Shipped: h-/-q3 . .
Comments: cs7a zvyc’
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Reporting fiformation: Verbal 0 Phone Nor
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Contact Namer
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Contact Namer
Date Shipped: /v-s% :
Commnte: &D ,7%/- '
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Contact/Phone.
Pk. i:
Reporting ~formaticiii’:
Contact Name:
Date Shipped: //-I 43
Comnente: es70 TA7 o
Si/BCO)oTF?ACT COC Reporting Bfonation: ntre -- Verbal 0 Phone No:
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Date Shipped: /w-23
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Reporting fhfonation:
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Contact Name:
Date Shipped: //-s-93
Comments:~~~ -737 1 ,.
SiiBCOdTRACT COC
Project Name/No:
Reporting Zhformatidii:
Turn Ammd mm (Plww Specify) o Week 0 Three Week Cl I Cl II 0 Ill 0 Pfojecl specnlc
Subcontractor:
Contact Name:
Date Shipped: //-~$!!..;i
Comments: A- 729 -&)T .i
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Project
I 0 II 0 III 0 ProJecl speclnc
APPENDIX D
Soil/Water Disposal Documentation
).-. . --
,
! FACILITY
. FOR EMERGENCY RESPONSE:
+. Sdll. Leak. Fire. Accident
l-800-662-5364 6617 CLYDE RHYNE DR. SANFORD, N.C. 27330
EPA ID# NCD 9661-72476
-. +T!!QRhE
'~NDOSTRIALSERVICESDIVISI~N
CALL N.C: EMERGENCY MANAGEMENT 1 -Qoo-662-7956
=iRUCK# 35
24 HRS. PER DAY, 7 DAYS PER WEEK
GENERATOR BILL TO:
P.O. #
MATERIAL - -E SERVICE CHRG. TOTAL
r 6. PRODUCT/WATER MIX /-\ Q, @ION-HA~A~ (3s / D/zbJq) 1
TERMS-N Days TOTALDUE 1
’ U.S. DOT DESCRIPTION DN HAZARDOUS, NON REGULATED WA
i
I
STOP TIME
EIROLEUM OIL, N.O.S., COMBUSTIBLE : NOBLE OIL SERVICES AGENT (Sign)
,, enrmton Certification: ‘14 , srtify that the materials above are aawate y described, plassified, packaged, marked and labeled, and are in proper condiion for
transport aazording to applicable state, EPA, and D.O.T, regulations. Furthermore, I have no knowledge of any hazardous waste wrtainedormixedwiththematerialthat istobetransported.1thegeneratot,expre~~agr~andpromi~tohddNobleOil Services, A. and all its officers and employees free from and otherwise indemnity the same against any and all penalties and other liabilii
?’ resulting from the transfer of such materials under this m6tllfest.
uthorized Customer Agent (Print)
-uthDrkedcwtomer Agent (Siin)X . _.
. . -
. White - OfFiw Copy l Canary - Office Copy l Pink - Customer Copy
FACILV I
. -.- ._. WDU~TRIAL SERVICER DIVISION
N2 23431 ; 1-600-662-5364 5617 CLYDE RHYNE DR. SANFORD, N.C. 27330 4 FOR EMERGENCY RESPONSE:
Spill, Leak, Fim, Acddent EPA ID# NCD ml-72476 DATE 12 ot 93
. CALL N.C. EMERGENCY MANAGEMENT 14oo-Q62-7956
fRlJCK# ‘$i*e
- 24 HRS. PER DAY, 7 DAYS PER WEEK
GENERATOR BILL TO:
* ’ USToMER 0 j /?8pr CUSTOMER Q la/mGq /cJJJwlM.
f/w? L L- JL= tbt&- l
ADDRESS ADDRESS @%o SCM /-/bk& fle’.
J~rqw/m& p c * ZIP - ZIP mm -cI
P.O. #
MATERIAL Um SERVICE CHRG. TOTAL . a
A. I B. PRODUCT/WATER MIX
8 d TERMS: Net 30 Days ,,.. 7 _,
,i U.S. DOT DESCRIPTION ;‘3N HAZARDOUS, NON REGULATED W
3ROLEUM OIL, N.O.S., COMBUSTIB lNOBLE OIL SERVICES AGENT (Sign)
I mentor8 Certificetion: L ertify that the materials above are accuk&iy described, dassified p , ~edandlabeled,andareinpropercondiionfor bansport according to applicable state, EPA, and D.O.T, regulations. Fu#hemqFe, I have no knowledge of any hazardous waste mtained or mixed with the material that is to be transported. I the generatwmwly agree and promise to hold Noble Oil Sendoes,
c. and all lta offiwrs and employees free from and othwwise indemni&#be m against any and all pen&ties and other iiabiiity weulting from the transfer of rut97 materials under this manwest. UndL this*
1. ~&&ed Customer Agent (Print)X &. /r(--fJ+* / .<-
6.Z /
.wthobd customu hmt (WnV l
lJkt&cm P! --7Ys!Jrte o/r flQ!!,r&~ , do./: / uo &6c/-*&-> cL3r.#b/el(z L.~‘O,
rl \a 3r &- -
MatblialS
White - Office Copy 0 Canary - Offiw wflnk - Customer Copy
S----d- l . . ..-
4 FACILl’IY
s .NO6LE . OIL SERVICES
~NDUS~RIALSERVICES.D~~~SI~N ‘N”
-23432 l-800-662-5364 5617 CLYDE RHYNE DR. SANFORD, N.C. 27330 , _
? FOR EMERGENCY RESPONSE: Spill, Leak, Fire, Aoddent
3ALL N.C. EMERGENCY MANAGEMENT l-600-662-7966
,2cl HRS. PER DAY, 7 DAYS PER WEEK
EPA ID# NCD 9661-72476 DATE / a//;/? 3
iRlJCK# u
GENERATOR BILL TO:
USTOMER 0 5 /yi?3VY
MATERIAL &Ak#iiS WW?RtCE SERVICE CHRG. TOTAL
A. 3 lld)c t/?tbfi - Elftin
--- @J
C. NON-HAZARDOUS SOLIDS
TERMS: Net 30 Days
*U.S. DOT DESCRIPTION “QN HAZARDOUS, NON REGULATED WASTE WAT
-I TROLEUM OIL, N.O.S., COMBUSTIBLE Ll dBLE OIL SERVICES AGENT (Sign)
Fdnemtom Certification: + ertify that the materials above are accurately described, da&ii, packaged, marked and labeled, and are in proper oondiion for transport according to applicable state, EPA, and D.O.T, regulations. Furthermore, I have no knowledge of any hazardous waste aMltainedor~~withthemateriaithatisbbetran$ported. Ithegenerator,expre~~agrwMdpromi~tohddNobleOll~nri~s,
’ i c. and all its officers and employees free from and othewiae indemnity the same against any and all penatties and other liabiiii , I _ sulthg from the transfer of such materials under this mantfest.
Rhorized Customer Agent (Print)X (iv., * ;I ,+- -r; y“ .,I! r , I
Materials
White - Cffice Copy l Canary - Cffics Copy l Pink - Customer Copy
--
,
# FACUTY ‘~NDUSTRIALSEFWICES~DIVISION N’ 23430
l-600-662-5364 5617 CLYDE RHYNE DR. SANFORD, N.C. 27330
FOR EMERGENCY RESPONSE: Spill, Isak, Fire, Accident
EPA ID## NCD 9661-72476 DATE /+/7x
. CALLN.C. EMERGENCY MANAGEMENT 1400-662-7956
iRUCK# sz
24 HRS. PER DAY, 7 DAYS PER WEEK
GENERATOR
MATERIAL - - SERVICE CHRG. TOTAL
c
TERMS: Net 30 Days -
U.S. DOT DESCRIPTION STOP TIME ’ 3N HAZARDOUS, NON REGULATED
ZROLEUM OIL, N.O.S., COMBUSTIB ‘NOBLE OIL SERVICES AGENT (Sign)
mentor8 Certification: ‘H- 1 wlify that the materials above are accurately described, classifii, packaged, marked and labeled, and are in proper condition for transport according to applicable state, EPA, and D.O.T, mulations. Furthemtore, I have no knowledge of any hazardous waste
’ tined or mixed with the material that is to be transported. I the generator, expressly agree and promise to hold Noble Oil Sewkes, c. and all its officers and employees free from and othewise indemnity the same against any and all penalties and other liabllii
; 8wulting from the transfer of such materials under this manlfest
. Mhorized Customer Agent (Print)X
- 9rhorized Customer Agent (Sign)X
c
White - Office Copy l Canary - Office Copy l Pink - Customer Copy