MO-4051_12019_CA_IAR_19940505_Initial Abatement Measures & Site Characterization

COP
PRECISION ENVIRONMENTAL
May 5, 1994
Mr Harlan Brooks
Fletcher Oil Company
508 Crow Street
Monroe NC 28110
N.C. ry"?J,T. OF
ENViILOI�b9FN1', 1IF_,Al � H
& NATURAL RESOURCES
MAY 1 6 1994
DIVISION Of ENVIi�ONt;EEN1Al taIIAGEMM
MORESVILLE REGIOtAl 0FRE
RE: Initial Abatement Measures and Site Check/Initial Site Characterization
Beatty's Indian River Fruit Company
Highway 601 and 24/27
Midland, North Carolina
Dear Mr. Brooks:
Precision Environmental, Inc. has completed the installation and sampling of Monitor Well
MW-1 at the above referenced site (Figure 1) as part of the Initial Abatement Measures
and Site Characterization assessment activities. The well was completed on April 19,
1994, and soil and groundwater samples were collected on the same day. Pdvoleum
hydrocarbons were not detected in the three soil samples collected, thereby defining both
the horizontal and verticalextent of petroleum hydrocarbons in K,soils. Most petroleum
hydrocarbons were not detected in the groundwater sample, although the chloroform,
Isopropyl ether, and Total Lead concentrations detected exceed the North Carolina Action
Levels for those compounds.
BACKGROUND
Precision Environmental, Inc. has completed the Initial Abatement and Site Check, along
with an Initial Site Characterization report, as required by the State of North Carolina
Division of Environmental Management (NCDEM) in a letter, to you dated March 25,
1994. This request was in response to the detection of petroleum hydrocarbons in soil
samples collected during the Underground Storage Tank closure at this site on February 8,
1994. Two (2) 4,000 and one (1) 6,000 gallon USTs, all containing gasoline, were
removed at that time.
Nine soil samples were collected at that the time of closure. Two of the soil samples
contained detectable levels of petroleum hydrocarbons: Sample S3 contained 61.5 parts
per million (ppm) Total Petroleum Hydrocarbons(TPH) as gasoline; Sample D-S1
120 Penmarc Drive Suite 101 Raleigh, NC 27603 0 Tel. [phone] ❑ FAX [phone]

contained 2.6 ppm TPH. Only the concentration collected in S3 exceeded the North
Carolina Detection Limit of 10 ppm for TPH as gasoline in soils. A grab sample of water
which collected in the excavation was also analyzed. Although petroleum hydrocarbons
were detected, none exceeded the North Carolina Action Levels. See Figure 2 for sample
locations and Table 1 for a summary of laboratory results. This water may have originated
from a nearby septic field.
In response to NCDEM's request for additional assessment work at this site, Precision
Environmental, Inc. installed a soil boring in the vicinity where sample S3 was collected.
Sampling soils in this boring would determine the horizontal and vertical extent of
petroleum hydrocarbons in soil. Groundwater was encountered in this boring, so it was
converted to a monitor well. A description of field work, laboratory results and
conclusions are presented in this report.
FIELD ACTIVITIES
On April 19, 1994, Precision Environmental, Inc. personnel arrived at the referenced site
to install a soil boring in the immediate vicinity of the location of soil sample S3 collected
during the UST closure on February 8, 1994. The boring was located about five feet
North of the location of sample S3, and was advanced using hollow stem augers. At the
two to three foot depth, the hollow stem auger encountered a wet soil zone with a sewage
odor. A moist soil zone was encountered at the 13.75 to 14.0 foot depth. No sewage or
petroleum odor was observed. Most of the boring encountered a dry weathered silty rock.
Water did not accumulate in the boring until the boring was at a depth of twenty-two feet.
Because groundwater was encountered in the boring, it was converted to a monitor well.
The well was constructed to a total depth of twenty-five feet, with fifteen feet of 2 inch
diameter, .01 inch slotted screen. The screened internal encompasses the fourteen foot
depth moist soil zone and possible deeper fractured zones. Bentonite pellets were placed
at a depth of six to eight feet to separate the screened interval from the wet soil zone at
the two to three foot depth. The well was constructed according to methods required in
the North Carolina Administrative Code Title 15A, Subchapter 2C.
Soil samples were collected for laboratory analysis during boring activities at three depths.
The eight to ten foot depth corresponds to the approximate depth of the UST excavation
and would provide information on the horizontal extent of petroleum hydrocarbons in
soils. The thirteen to fourteen foot depth corresponds to the first moist soil zone beneath
the former UST excavation. The twenty-two to twenty-three foot depth sample would
provide information on the vertical extent of petroleum hydrocarbons in soils. Each
sample was field screened with an Organic Vapor Detector (OVD) (HeathTech Porta FID
Model PFII). OVD readings ranged from 1 to 70 ppm. This information is summarized in
Table 2.

One groundwater sample was collected from Monitor Well MW-1. At the time of
sampling, groundwater was located at a depth of 6.70 feet below top of casing. Fifteen
gallons of water were removed from the well prior to sampling with a 2 inch diameter
disposable bailer. All samples were placed in laboratory supplied glass jars, placed on ice
in a cooler and transported to a subcontracted laboratory for analysis.
Precision Environmental, Inc. field personnel also conducted a vehicular survey of the area
searching for existing waster supply wells within a 1,500 foot radius of the site. Only one
supply well was observed. It is located about 400 feet North of the site, off Highway 601,
at the Furniture Store Savings Unlimited (phone [phone]).
LABORATORY ANALYSIS
Three soil samples were analyzed for TPH with a distillation range similar to gasoline by
EPA Method 5030. Petroleum hydrocarbons were not detected in any of the samples
above the laboratory method detection limit of 2 ppm. The North Carolina State Action
Limit for TPH as gasoline in soils is 10 ppm. Therefore, the horizontal and lateral extent
of petroleum hydrocarbons appear to be limited to the location of sample S3 collected
February 8, 1994.
The groundwater sample was analyzed for petroleum compounds by EPA Methods 601
and 602 with MTBE (methyl tert-butyl ether), EDB (ethylene dibromide) and IPE
(isopropyl ether). The concentration of total lead was also determined by EPA Method
3030C. Four compounds were detected: chloroform, total xylenes, IPE and total lead.
Only the total xylene concentration did not exceed the North Carolina Action Limit for
these compounds.
CONCLUSIONS AND RECOMMENDATIONS
The following conclusions are offered:
1. The horizontal and vertical extent of soil contamination by petroleum
hydrocarbons has been identified. The effected area appears to be limited to the
former excavation area where sample S3 was collected.
2. The groundwater does not appear to have been adversely affected by a release of
petroleum hydrocarbons from the former UST system although concentrations
of chloroform, IPE and total lead exceed North Carolina drinking water
standards.

The following recommendations are offered:
1. Monitor Well MW-1 should be re -sampled periodically to monitor the
concentrations of chloroform, IPE and total lead.
2. Precision Environmental, Inc. also recommends that Fletcher OR Company
provide a copy of this report (attached) to NCDEM in order to satisfy their
reporting requirements. Their address is: Mooresville Regional Office, 919
North Main Street, Mooresville, North Carolina 28115, Attention: Rob Krebs.
Precision Environmental, Inc. and I appreciate the opportunity to be of service to you and
Fletcher Oil Company. Please do not hesitate to contact me or Steve Lucas if you have
any questions.
Sincerely,
William L. Lyke
Consulting Geologist/.Hydrogeologist
for Precision Environmental, Inc.
�.a.3aassrer�s
�O4.ic°Os
nti .i`i6nA25GpOc�� s+
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TABLE 1
Summary of Analytical Laboratory Results: UST Closure
Beatty's Indian River Fruit Grocery
Highway 601 and 24/27
Midland, North Carolina
All Samples Collected February 8, 1994
Soil Samples
Sample ID
Sample Depth
OVD Reading
TPH 5030
TA-S1
12
0
BDL
TA-S2
12
80
BDL
TB-S3
12
150
61.5
TB-S4
12
6
BDL
TB-S5
12
8
BDL
TC-S6
12
12
BDL
TC-S7
12
20
BDL
TC-S8
12
0
BDL
D-S1
3
1
2.6
Stockpile
Stockpile
100
BDL
Sample Depth in Feet
OVD Reading in parts per million (ppm)
TPH units in milligrams per kilogram (or ppm)
BDL = Below analytical method Detection Limit
Groundwater Sample Grab Sample from Excavation
Compound Detected
Concentration Detected
North Carolina Action Level
Eth lbenzene
1.8
29
Toluene
6.2
1,000
Total X lene
11.7
530
All concentrations in parts per billion (ppb)

Table 2
Summary of Analytical Laboratory Results: Monitor Well MW-1
Beatty's Indian River Fruit Grocery
Highway 601 and 24/27
Midland, North Carolina
All Samples Collected April 19, 1994
Soil Samples
Sample Depth
OVD Reading m
Method 5030 (TPH in ppm)
8'-10'
1
BDL
13'-14'
3
BDL
22'-23'
70
BDL
BDL = Below Analytical Methods Detection Limit
ppm = parts per million equal to milligrams per kilograms (mg/kg)
Groundwater Sample
Compound Detected
Concentration Detected
North Carolina Action Level
Chloroform
4.0
.19
Total X lenes
6.7
530
Isopropyl ether (IPE)
106.0
DL
Total Lead
17
15
DL = Detection Limit of Analytical Method
ppb = parts per billion equal to micrograms per liter (ug/L)

1 i 0 -�I LE
1000 0 1000 2000 3000. 4000 5000. 6000 7000 FEET
1 .5 0 1 KILOMETER
CONTOUR INTERVAL 10 FEET
NATIONAL GEODETIC VERTICAL DATUM OF 1929
PRECISION ENVIRONMENTAL INC. BEATTY'S INDIAN RIVER FRUIT COMPANY
120 PENMARC DRIVE, SUITE 101 HIGHWAY 601 AND 24/27
RALEIGH, NORTH CAROLINA 27603 MIDLAND, NORTH CAROLINA
MN
GN
5IX
98 MILS 0.15'
4 MILS
UTM GRID AND 1987 MAGNETIC NORTH
DECLINATION AT CENTER OF SIIEET
N. C.
QUADRANGLE LOCATION
CONCORD SE, N. C.
35080-05-TF-024
1969
PHOTOREVISED 19£37
DMA 4854 1 SE -SERFS V842
FIGURE 1: GENERAL LOCATION MAP
USING U.S. GEOLOGICAL
SURVEY TOPOGRAPHIC
MAP

LEGEND
O Soil Sample Location
S1 Collected During UST
Removal on 2/8/94
MW-1
Monitor Well Location
Well Installed 4/19/94
North
0 Feet 40
Scale is approximate
HIGHWAY 601
PRECISION ENVIRONMENTAL INC.
120 PENMARC DRIVE, SUITE 101
RALEIGH, NORTH CAROLINA 27603
HIGHWAY 24/27
Grass
Concrete Dispenser Island
0
Former Location of USTs MW-1
I
S3 Grass
S
j S1 S 7 Asphalt
Asphalt ! Grass O
Sp O S$.1
55.......
Excavation Limit
The
Sundae
Shop
BEATTY'S INDIAN RIVER FRUIT COMPANY
HIGHWAY 601 AND 24/27
MIDLAND, NORTH CAROLINA
FIGURE 2: GENERAL SITE MAP
SHOWING LOCATION OF
SOIL SAMPLES AND
MONITOR WELL

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 [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR:
ECS ,
Zno .
FOA OFFICE USE OKY
QUAD_ NO, SERIAL NO. - .r w i ,a;
Minor Basin
Bann Code
Header Ent
11F05 STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER: PERMIT NUMBER:
1. WELL LOCATION: (Sho�v g ch o the �Ipp ation below)
Nearest Town: lnI an, , 1Vi Cabarrus
County:
H i ghwa - Fiir O 1 .......-- -
(RoadT Community, or Subdivision and Lot No.) DEPTH
2.. OWNER.Fletcher 0 i 1 Company ._ .._--
._ From To
ADDRESS--51 B- Crow qtr_eet 0. C' — 6. c,
(Street or Route No.) 6 . U i _ 2 2 , 0 ,
MS2n=p. HC _ 28,110 —.
City or Town State Zy Code --
3. DATE DRILLED U4-1�—g1� USE OF WELL Morli•tori ng—_
4. TOTAL DEPTH P5 , U
5. CUTTINGS COLLECTED YES U NO❑
6. DOES WELL REPLACE EXISTING WELL? YES ❑ NOba
7. STATIC WATER LEVEL Below Top of Casing: FT.
(Use "+" if Above Top of Casing)
8. TOP OF CASING IS 0.0' FT, Above Land Surface" — --
Caaing Terminstsd at/or below land surface Is Illegal unless a variance Is Issued
In accordance with I j� AC 20 .0118 ___...
9. YIELD (gpm): !V/ METHOD1`,QFATEST A
10, WATER ZONES (depth): t/
DRILLING LOG
Formation Description
Sandy si 1 t _
_ — Silty ,,.,eathr Pr .d _
rock
11. CHLORINATION: Type ._. N A Amount N A z If additional space is needed use back of form
12, CASING:
Depth Diameter
From U. 0' To .� U « U Ft. 2"
From— To Ft.
From —To — Ft.
13, GROUT:
Wall Thickness LOCATION SKETCH
or Weight/Ft. Material (Show direction and distance from at least two State
Sch Q ����— Roads, or other map reference points)
Depth Material Method
From 0.01 To 6. 0' Ft, Portland/Bent Slurry
From To i t_
14. SCREEN:
Depth Diameter Slot Size Material
From 101 U To �5 • U �t 2 in. . (ilU in. FVC
From To Ft. in. in.
From To Ft_ in. in.
15. SAND/GRAVEL PACK:
Depth Size Material
From R. 0' To 26. Q' Ft2 0 -Zft1 Sii1 i ca Sand
From To Ft. __.... , ....._....__ ..._._
16. REMARKS: W `1 c Bentoni.te seal
from 6.6' to R.U'
Si►o
�rS�e'rls�r^
1 - s14nd
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORQANCE WITH 15A NCAC 2C, WELL
CONSTRUCTION STANDARDS, AND THAT A COPY OF THIS RECORD HAS BEEN PROVIDED TO THE WELL OWNER.
SIGNATURE OF CO CTOR OR A DATE
GW 1 REV, 9/91 Submit original to Division of Environme I Management and copy to well owner.

(ZF—CL 3 t one -FNv t (iarJ ►'t EtJT/4l_, TIVC .
Litholoaic/Well Construction Loa
Boring/Well # �— Project/No. qV-13 / Location�� ;�" C'�v e �
a- c,� a k
bttfd-(a- C--
Borehole
C_ctiS-S9?vi tt3
Total Depth ,25 s Drilled by: r, +A-e N c.. Drilling Started 414
Borehole Logged by: Drilling Completed //s4
Diameter
Drilling Method: L6((utiv Sample Method l;f co&,
Casing Type: Scte-A)/e VO Pv e- Diameter: r,2Depth: 0 to / <p
Screen Type: Sc "(e Yo dUc Opening: • G (i Depth: /0 to Z 5'
Grout: C Additives: Depth: D to 6
Seal: ba-4v 1 f 4e- Type: ;� ((e �s Depth: to 8
Filter Pack: d n -e S ah Type: Depth: too
Sample Depth Blow Net
feet bls Count OVD.
From To ppm LITHOLOGIC DESCRIPTION
O
?A
�lilir (G.• �RG��r�l
3
3
'f•5'
red y edo&u G
S
/3.7
v`eSA.af-
13
w,oisi ; f
l Lf
if ; rvc s�{ry G (,�vv� rereH
71 -
z�•
S4 w. e
S
b
C)TP-
I
e,,co���-EUr�k wddld rrv•1eQ! areocs
12,
ILI
3
D ! L/ ry vn.cQ"AAr Cot -Al c4,.r
ZL-
Z-3,
70
ur vv�Cc r-aGIC.
v4 - U.e � +U rvvw = (o •%0' 2 r, gilglfq .
4WO w •t-�WeIse -3� 13.1<- 4d'
(a -J CC4
1 ,40- r• Yule-( sa.,,Q(� �-• `(('l�i�Ey. �S�yul(�ws ��rwH�d
L) T'Cj-td tr w - v Sa (;
OK-e via4r.s"loe wo-s v�s.e-ry
v -F S ; k J_+ Z % (o
r, r t;+vrQ Slcrre Sawi., yS

H Y D R 0 L 0 G I C I N C
April 26, 1994
REPORTING:
Hydrologic -Morris., Inc.
2500 Gateway Centre
Suite #900
Morrisville, NC 27560
Attention: Pomeroy Smith
PROJECT NUMER: FL94-4523
DATE C10 PLEATED: April 26, 1994
DATE RECEIVED: April 21, 1994
INVOICING:
Hydrologic -Morris., Inc.
2500.Gateway Centre
Suite #900
Morrisville, NC 27560
PROJECT DESCRIPTION:
#94-131/Fletcher Oil--1 water sample to be analyzed for 601/602 + MTBE + EDB + IPE and
3 soil samples to be analyzed for 5030, sampled on 04/19/94.
Enclosed is the laboratory report for the project described above. If you
have any questions or if we can be of further assistance, please feel free
to contact Billie Wakefield. We appreciate your business and look forward
to serving you again soon.
Respectfully,
'-A-, z+
Benjamin Carl Est le
Laboratory Director
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 ❑ FAX [phone] Toll Free 1-800/728-2251

H Y D R 0 L 0 G I C I N C
COMPANY NAME:
HydroLogic-Morris.,
Inc.
COMPANY PROJECT NUMBER:
#94-131/FLETTCFIER OIL
HYDROLOGIC PROJECT NUMBER:
EL94-4523
HYDROLOGIC SAMPLE NUMBER:
4523
HYDROLOGIC LAB I.D.#:
399
SAMPLE IDENTIFICATION:
W--1
DATE SAMPIED:
4/19/94
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
4/22/94
MEZ'liOD EPA 601
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Bromodichloresnethane
75-27-4
1.0
BDL
Bromoform
75-25-2
1.0
BDL
Bromomethane
74-83-9
1.0
BDL
Carbon Tetrachloride
56-23-5
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
Chloroethane
75-00-3
1.0
BDL
2-Chloro Ethyl Vinyl Ether
110-75-8
1.0
BDL
Chloroform
67-66-3
1.0
4.0
Chloromethane
74-87-3
1.0
BDL
Dibrcniochloromethane
124-48-1
1.0
BDL
1,2-Dichlorobenzene
95-50-1
1.0
BDL
1,3-Dichlorobenzene
541-73-1
1.0
BDL
1,4-Dichlorobenzene
106-46-7
1.0
BDL
Dichlorofluorcmethane
75-43-4
1.0
BDL
1,1-Dichloroethane
75-34-3
1.0
BDL
1,2-Dichloroethane
107-06-2
1.0
BDL
1,1-Dichloroethene
75-35-4
1.0
BDL
trans-1,2-Dichloroethene
156-60-5
1.0
BDL
1,2-Dichloropropane
78-87-5
1.0
BDL
cis-1,3-Dichloropropene
10061-01-5
1.0
BDL
trans-1,3-Dichloropropene
10061-02-6
1.0
BDL
Methylene Chloride
75-09-2
1.0
BDL
1,1,2,2-Tetrachloroethene
79-34-5
1.0
BDL
Tetrachloroethene
127-18-4
1.0
BDL
1,1,1-Trichloroethane
71-55-6
1.0
BDL
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 11 FAX [phone] Toll Free 1-800/728-2251

H Y D R 0 L 0 G I C I N C
Page 2 continued
COMPANY NAME:
HydroLogic-Morris.,
Inc.
COMPANY PROJECT NUMBER:
#94-131/ELETCHER OIL
HYDROLOGIC PROJECT NUMBER:
FL94-4523
HYDROLOGIC SAMPLE NUMBER:
4523
SAMPLE IDENTIFICATION:
MW-1
DATE SAMPLED:
4/19/94
NMOD EPA 601
ANALYSIS
CAS NO.
SDL
RESULT
(
ug/l)
( ug/1)
1,1,2-Trichloroethene
79-00-5
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
Trichlorofluoramethane
75-69-4
1.0
BDL
Vinyl Chloride
75-01-4
1.0
BDL
cis-1,2-Dichloroethylene
541-59-4
1.0
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 ❑ FAX [phone] Toll Free 1-800/728-2251

H Y D R 0 L 0
I N C
COMPANY NAME:
13dreLcgic-Morris.,
Inc.
COMPANY PROJECT NUMBER:
#94-131/FLETCHER OIL
HYDROLOGIC PROJECT NUMBER:
FL94-4523
HYDROLOGIC SAMPLE NUMBER:
4523
HYDROLOGIC LAB I.D.#:
399
SAMPLE IDENPIFICATION:
Mini-1
DATE SAMPLED:
4/19/94
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
4/22/94
METHOD EPA 602/M1BE/EDB/IPE
ANALYSIS
CAS NO.
SDL
RESULT
( ug/l)
( ug/1)
Benzene
71-43-2
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
1,2-Dichlorobenzene
95-50-1
1.0
BDL
1,3-Dichlorobenzene
541-73-1
1.0
BDL
1,4-Dichlorobenzene
106-46-7
1.0
BDL
Ethylbenzene
100-41-4
1.0
BDL
Toluene
108-88-3
1.0
BDL
Xyiene (Total)
1330-20-7
1.0
6.7
NTBE
5.0
BDL
EDB
106-93-4
1.0
BDL
IPE
r._n
1nti n
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
CONMENTS :
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

H Y D R 0 L 0 G I C
I N C
COMPANY NAME:
HydroLogic-Morris., Inc.
COMPANY PROJECT NUMBER:
#94-131/FLETCBER OIL
HYDROLOGIC PROJECT NUMBER:
EL94-4523
HYDROLOGIC SAMPLE NUMBER:
4524
HYDROLOGIC LAB I.D.#:
399
SAMPLE IDENTIFICATION:
MW-1 (8-101)
DATE SAMPLED:
4/19/94
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
4/25/94
METHOD TPH 5030
ANALYSIS CAS NO. SDL RESULT
(mg/kg) (mg/kg)
Gasoline 2.0 BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

H Y D R 0 L 0 G I C I N C
COMPANY NAME:
HydroLcgic-Morris., Inc.
COMPANY PROJECT NUMBER:
#94-131/FLET= OIL
HYDROLOGIC PROJECT NUMBER:
FL94-4523
HYDROLOGIC SAMPLE NUMBER:
4525
HYDROLOGIC LAB I.D.#:
399
SAMPLE IDENTIFICATION:
Mini-1 (13-14-)
DATE SAMPLED:
4/19/94
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
4/25/94
METHOD TPH 5030
ANALYSIS CAS NO. SDL RESULT
(mg/kg) (mg/kg)
Gasoline 2.0 BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COrM Elm :
1491 Twilight Trail ❑ Frankfort, KY 40601 ❑ 502/223-0251 ❑ FAX [phone] ❑ Toll Free 1-800/728-2251

H Y D R 0 L 0 G I C
N C
COMPANY NAME:
HydroLogic-Morris., Inc.
COMPANY PROJECT NUMBER:
#94-131/FLETCHER OIL
HYDROLOGIC PROJECT NUMBER:
FL94-4523
HYDROLOGIC SAMPLE NUMBER:
4526
HYDROLOGIC LAB I.D.#:
399
SAMPLE IDENTIFICATION:
MW-1 (22-231)
DATE SAMPLED:
4/19/94
DATE EXTRACTED:
N/A
DATE/TIRE ANALYZED:
4/25/94
METHOD TM 5030
ANALYSIS CAS NO. SDL RESULT
(mg/kg) (mg/kg)
Gasoline 2.0 BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] ❑ Toll Free 1-800/728-2251

Subcontractor: 3A (-j-
Contact Name: 7iz&E(�
Date Shipped: LA - 1 0 'O1
Comments:
SUBCONTRACT COC
Project L
Name/No: (�
Qr < \-,1ronJ .
Proj act
Contact/ Phona.
Fi11 arOTC
P.O.
Reporting Information:
Report To: Verbal
X rQ 1, "�O,jjrn n110. Phone No:
c ( Fax A 4/9- .3Xv -
Invo Invoice To : a �,; I,;�,;I���, ` ^ ' Fax No :
-- -- - - - - -- Typed copy 0
�`nn11C b Date:
ONE CONTAINER P£R uNE SAMPLE TYPE M(I i l i liV 01-?, " -0 L I :/ v IM UBE OWY
®®®I
Turn Around Tlme (Please Specify)
Rush ❑ Two Week ❑ Three Week ❑
nelinquished by:(Slgnalure)
Mo11Tod of Shipment:
QC Level:
I ❑ II ❑ III ❑ Project Specific
necelved by: (Signature)
Received for Laboratory
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REPORT TO: t
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2500 Gateway Centre Blvd., Suite 9(
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800-241-4174
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FINAL REPORT OF ANALYSES
HYDROLOGIC MORRISVILLE
2500 GATEWAY CENTRE BOULV REPORT DATE: 04/26/94
SUITE 900
MORRISVILLE, NC 27560-
Attn: LISA SNIPES
SAMPLE NUMBER- 38343 SAMPLE ID- MW-1 FLETCHER OIL SAMPLE MATRIX- WW
DATE SAMPLED- 04/19/94 TIME SAMPLED- 1400
DATE RECEIVED- 04/21/94 SAMPLER- NOT SPECIFIED RECEIVED BY- MLS
TIME RECEIVED- 1000 DELIVERED BY- FEDEX
Page 1 of 1
SAMPLE PREP ANALYSIS DET.
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LEAD, TOTAL, 6010 04/22/94 DCS 04/25/94 BDL 0.017 mg/l (li
LABORATOR'
P.O. BOX 18019 / ASHEVILLE, NC 28814 / 122 LYMAN STREET / ASHEVILLE, NC 28801 / [phone] / FAX: [phone] / TOIL FREE:1-800-231-8889

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Relinquished by:(Signature) Received by:(Slgnature) Dalemme
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REPORT TO:
CHAIN OF CUSTODY
HydroLogic, Inc.
2500 Gateway Centre Blvd., Suite 9(
Morrisville, IBC 27560
800-241-4174
919-380--9699
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