MO-4051_12019_CA_WSW_19941011_MW-1 & Onsite Water Supply Well Sample Results

N.C. DEPT. OF
ENVIRONMENT, HEALTH, � NATURAL RESOURCES
r'1t�r r)tr9 tACtinr`I k nnr'f ng:A inri
nrr ej 199,
x F1r13Eli LENT
GROUND -WATER SAMPLING
Beatty's Indian River Fruit Company
Highway 601 (D Highway 24/27
TNfidland, North. Carolina
Atlanta Testing & Engineering
Job No. R-1011, Report No. 94551
October 11, 1994

-mgwkGNh1LI` l . HEX. TH,'
& NATURAL. RZI SOURCES .._; .. _. ..,
atlanta testing
DIBIS161 Of MT
&engineering sI,�l.>
8901 farrow road / suite 108a / columbia, south carolina 29203 / [phone]
/ fax: [phone]
October 11, 1994
Mr. Harlin Brooks
Fletcher Oil Company
508 Crow Street
Monroe, NC 28110
Re: Ground -Water Sampling
Beatty's Indian River Fruit Company
Highway 601 @ Highway 24/27
Midland, North Carolina
Job No. R-1011, Report No. 94551
Dear Mr. Brooks:
Atlanta Testing & Engineering is pleased to provide Fletcher Oil Company with two copies of the Phase
H Site Assessment Report for the above referenced site.
One copy of the report should be forwarded to:
Ms. Karen Walker
NCDEHNR
P.O. Box 950
Mooresville, NC 28115
As indicated in the report, impact from non -petroleum compounds has been detected at the water supply
well. No petroleum impact was detected in the water supply well sample and only minor concentrations
of petroleum additives (IPE) were detected in the area of the former UST basin. We would be pleased
to provide you with additional information or assessment as required by the NCDEHNR.
If you would like to discuss the findings of this report, please do not hesitate to contact me at
[phone].
WLL/rh
Attachments
Sincerely,
ATLANTA TESTING & ENGINEERING
/�-7. e! �: �
William L. Lyke, P.G.
1#07 Senior Hydrogeologist
NC Registration No. 408
georgic f I o r i d a • c a r a I i n a s

atlanta testing
& engineering
8901 farrow road / suite 108a / Columbia, south Carolina 29203 / [phone] / fax: [phone]
October 11, 1994
Mr. Harlin Brooks
Fletcher Oil Company
508 Crow Street
Monroe, NC 28110
Re: Ground -Water Sampling
Beatty's Indian River
Fruit Company
Highway 601 @ Highway 24/27
Midland, North Carolina
Job No. R-1011, Report No. 94551
Dear Mr. Brooks:
Atlanta Testing & Engineering (AT&E) performed quarterly sampling of one monitoring well (MW-1)
and one water supply well located at the referenced site on September 13, 1994. The results of previous
sampling data from the monitoring well, along with the current laboratory data, are included in this
report.
BACKGROUND
On February 28, 1994, Precision Environmental submitted a UST Closure Assessment Report which was
reviewed by North Carolina Department of Environmental Health and Natural Resources (NCDEHNR).
Subsequently, on May 20, 1994, Ms. Brenda J. Smith of the NCDEHNR sent a Notice of Regulatory
Requirements and a Notice of Violation to Fletcher Oil Company. The Notice of Violation concluded
that concentrations of isopropyl ether (IPE), chloroform, and lead exceeded the North Carolina
Subchapter 2L standards in ground -water samples collected from well MW-1 on April 19, 1994. In a
July 7, 1994 report, Precision Environmental reported that a ground -water sample collected on June 22,
1994 from monitoring well MW-1 contained concentrations of IPE, chloroform and lead below the
laboratory detection limits.
In an August 17, 1994 letter from Ms. Karen Walker of the NCDEHNR, quarterly sampling of well
MW-1 was requested along with sampling of the on -site water supply well. Well MW-1 was to be
sampled for a period of one year. The water supply well was required to be sampled in September, with
future sampling dependent upon review of the laboratory results.
g e o r g i a 9 f I o r i d a • Carolinas

Job No. R-1011
Report No. 94551
Page No. -2-
WATER QUALITY RESULTS
On September 13, 1994. AT&.E personnel purged and sampled the water supply well and monitoring well
MW-1 at the referenced site. The ground -water samples were analyzed for purgeable halocarbons and
purgeable aromatic hydrocarbons per EPA Methods 601/602, and lead per EPA Method 6010. IPE was
detected in the water sample from well MW-1 at a concentration of 80 ug/1. Review of the laboratory
results indicated that no other chemical parameters were detected in well MW-1.
j ,v.. �1Q
/t 'jp� ,•. ,
Tetrachloroethyiene (PCE) and trichloroethene (TCE) were detected in the water sample from the water
supply well at concentrations of 5.7 (ug/1) and 10.1 ug/i, respective?y. Cis-1.2 dichloroethylene was also
detected in the sample from the water supply well at a concentration of 24.0 ugil. The North Carolina
2L Standards for PCE (0.7 ug/1) and TCE (2.8 ug/1) were exceeded in the water supply well sample.
The standard for cis-1,2-dichloroethene (70 ug/1) was not exceeded. No other organic compounds were
detected. A summary of water samples collected to date from monitoring well NIVI-1 and the water
supply well is provided as Table 1.
CONCLUSIONS AND RECOMMENDATIONS
Based on laboratory results of water samples collected on September 13, 1994, IPE was the only organic
compound detected at well MW-1. North Carolina 2L Ground -Water Standards for PCE and TCE have
been exceeded at the on -site water supply well. Cis-1.2-dichloroethylene was detected in the water supply
well sample, however, was below the North Carolina 2L Standard. Concentrations of PCE, TCE, and
cis-1,2-dichloroethylene have never been detected in monitoring well MW-1, located at the former UST
area. Accordingly, the compounds detected in the water supply well do not appear to be from the former
IJST system or from any shallow source(s) located in the immediate UST area.
As a result of the 'tecton 'of 'PCE, TCE, and -cis- l,2-dichloroethylene in- the on -site -water supply, well,
AT&E recommends the following actions:
1) Inform the property owner that the well should not be utilized until further sampling and
investigation can be completed to confirm concentrations of the detected compounds.
The well is currently out of use.
2) Resample the water supply well and analyze the water sample for EPA Method 601
compounds.
3) Obtain information from the property owner, as available, regarding construction details
of the water supply well in an attempt to detennine the depth of potential ground -water
impact.

Job No. R-1011
Report No. 94551
Page No. -3-
4) Evaluate information obtained from items 2) and 3) above in order to facilitate the
NCDEHNR's evaluation of the source of the detected compounds, and also to determine
the need for sampling of other water supply wells in the area.
ACKNOWLEDGEMENT
AT&E appreciates the opportunity to provide environmental services to Fletcher Oil Company. If you
have any questions regarding the contents of this report, please do not hesitate to contact us.
ATLANTA TESTING & ENGINEERING
G4, I F. Dean Salisbury
Staff Hydrogeologist
FDS/TFD:rh
Thomas F. Donn, P.G.
Senior Hydrogeologist

APPENDEY

TABLES

TABLE 1
SUMMARY OF WATER QUALITY
Beatty's Indian River Fruit Company
Midland, North Carolina
Job No. R-1.011, Report No. 94551
CIS-1,2
WELL
DATE
DICHLORO-
TOTAL
CHLORO-
ISOPROPYL-
TOTAL
NO.
SAMPLED
PCE
TCE
ETHYLENE
XYLENES
FORM
E'1'ILER
LEAD
MW-1
4/19/94
< 1.0
< 1.0
< 1.0
6.7
4.0
106.0
17
6/22/94
< 1.0
< 1.0
< 1.0
< 1.0
< 1.0
< 5.0
< 10
9/13/94
<1.0
<1.0
<1.0
<1.0
<1.0
80.0
<10
Water
Supply
9/13/94
5.7
10.1
24.0
< 1.0
< 1.0
<5.0
< 10
Well
NC 2L
--
0.7
2.8
70
530
0.19
--
15
Standard
NOTES: 1) All measurements are reported in micrograms per liter (ug/1).
2) NA = not analyzed.
3) PCE = tetrachloroethylene.
4) TCE = trichloroethene.
5) Compounds included on this table are those detected. Method 601 and 602 compounds not shown here were reported
to be below detection limits in previous and current sampling data.

LABORATORY REPORTS

September 26, 1994
REPORTING:
Atlanta Testing & Engineering
400 Northeast Dr.
Suite D
Columbia, SC 29203
PRD►7EC.T NUMBER: FT,943O153
HATE COIPLETED: September 26, 1994
DATE Rom: September 15, 1994
INVOICING:
Atlanta Testing & Engineering
400 Northeast Dr.
Suite D
Columbia, SC 29203
PF41 MXT DFSCPJMC d:
Beatty's Fruit Co.-2 water samples for 601/602 + MIM + EDB + IPE/lead,
sampled on 09/13/94.
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 Jamie Fore. We appreciate your business and look forward.
to serving you again soon.
Respectfully,
B(enjamin- Carl Esterle
Laboratory Director
14911, Twiiignt TraiFE Frankfort, KY 40601 ❑ 502/223-0251 0 FAX [phone] ❑ Toll Free 1-800/728-225'

HYDROLOGIC PRC17ECr.P NUMBER:
HYDROLOGIC SAMPLE NUMBER:
HYDROLOGIC LAB T.D.#:
SAMPLE IDEN'iIFICATION:
DATE/TIME ANALYZED:
ANALYSIS
Chloroethane
2-Ch?oro Ethyl Vinyl Esther
Chlorofonn
Chloranethane
Dibra¢mchlorcr ethane
1,2-Dichlorcbenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorof luoranethane
1,1-Dich-loroethane
1,2-Dichloroethane
1,1-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Methylene Chloride
1,1,2,2-Tetraahloroethane
Tetrachloroethene
1, 1, 1-Trichloroethane
Atlanta Testing
& Engineering
#BEATTY'S FRUIT
CO.
FL9430153
30153
70002
MW 1
9/13/94
N/A
9/19/94
NETBW EPA 601
CAS NO.
SDL
( ug/1)
75-27-4
1.0
75-25-2
1.0
74-83-9
1.0
56-23-5
1.0
108-90-7
1.0
75-00-3
1.0
110-75-8
1.0
67-66-3
1.0
74-87-3
1.0
124-48-1
1.0
95-50-1
1.0
541-73-1
1.0
106-46-7
1.0
75-43-4
1.0
75-34-3
1.0
107-06-2
1.0
75-35-4
1.0
156-60-5
1.0
78-87-5
1.0
10061-01-5
1.0
10061-02-6
1.0
75-09-2
1.0
79-34-5
1.0
127-18-4
1.0
71-55-6
1.0
RESULT
( ug/1)
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
149' Triiiignt Traii.:L7 Frankfort, KY 40601 0 502/223-0251 11 FAX [phone] Toll Free 1-800/728-2251

Y D G
L G G
! C
1� _;--
Page 2 continued
COMPANY NAME:
Atlanta Testing
& Engineering
COMPANY PROJECT NUMBER:
#BEA`1TY'S FRUIT
CO.
HYDROLOGIC PROJECT NL24BER:
FL9430153
HYDROLOGIC SAMPLE NUMBER:
30153
SAMPLE IDEA]TIFTCATION:
MW 1
DATE SAMPLED:
9/13/94
NETHOD EPA 601
ANALYSIS
CAS NO.
SDL
RESULT
{ ug/1)
( ug/1)
1,1,2-Trichloroethene
79-00-5
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
Trichlorofluoranethane
75-69-4
1.0
BDL
Vinyl Chloride
75-01-4
1.0
BDL
cis-1,2-Dichloroethylene
541-59-4
1.0
BDL
SURROGATE RECOVERY:
BFB
106%
BDL = Below Sample Detection Limit
SDL = Sample Detection Liad t
1491 Twilight TraKOJ Frankfort, KY 40601 ❑ 502/223-0251 ❑ FAX [phone] ❑ Toll Free 1-800/728-2251

COMPANY NAME:
Atlanta Testing
& Engineering
COMPANY PROJECT NUMBER:
#BEATI'Y'S FRUIT
CO.
HYDROLOGIC PROJECT NUMBER:
FL9430153
HYDROLOGIC SAMPLE NUMBER:
30153
HYDROLOGIC LAB I.D.#:
70002
SAMPLE IDENTIFICATION:
MR 1
DATE'. SAMPLED:
9/13/94
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
9/19/94
MMM 602+MPBE+IPE/E DB by 8021
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Benzene
71-43-2
1.0
BDL
Chl,orobenzene
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
Xylene (Total)
1330-20-7
1.0
BDL
NTBE
5.0
BDL
EDB
106-93-4
1.0
BDL
IPE
5.0
80.0
Surrogate Recovery:
BEB
98%
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
CK244ENTS :
1491 Twilight Tr iC{ 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] ❑ Toll Free 1-800/728-2251

'�fl ! fl--
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
HYDROLOGIC LAB I.D.#:
SAMPLE IDE'Sfl'IFICATION :
IAT
ANALYSIS
Branodichlora ethane
Branoform
Broomthane
Carbon Tetrachloride
Chlorobenzene
C.hloroethane
2-Chloro Ethyl Vinyl Ether
Chloroform
C.hl.oranethane
Dibramchlorcmethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorofluoranethane
1,1-Dichloroethane
1,2-Dichloroethane
1,1-Dichloroethene
trans-1,2-Di.chloroethene
1,2-Dichloroprcpane
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Methylene Chloride
1,1,2,2-Tetrachloroethane
Tetrachloroethene
1, 1, 1-Trichlorcethane
Atlanta Testing
& Engineering
#BEATTY' S FRUIT
CO.
FL9430153
30154
70002
WSW
9/13/94
N/A
9/19/94
NETHM EPA 601
CAS NO.
SDL
( ug/1)
75-27-4
1.0
75-25-2
1.0
74-83-9
1.0
56-23-5
1.0
108-90-7
1.0
75-00-3
1.0
110-75-8
1.0
67-66-3
1.0
74-87-3
1.0
124-48-1
1.0
95-50-1
1.0
541-73-1
1.0
106-46-7
1.0
75-43-4
1.0
75-34-3
1.0
107-06-2
1.0
75-35-4
1.0
156-60-5
1.0
78-87-5
1.0
10061-01-5
1.0
10061-02-6
1.0
75-09-2
1.0
79-34-5
1.0
127-18-4
1.0
71-55-6
1.0
RESULT
( ug/1)
BDL
BDL
BDL
BDL
BDL
"it
BDL
BDL
BDL
5.7
BDL
1491 Twilight Trai1"7 Frankfort, KY 40601 ❑ 502/223-0251 0 FAX [phone] ❑ Toll Free 1-800/728-2'Z5'

L 4 G
Page 2 continued
COMPANY NAME: Atlanta Testing & Engineering
COMPANY PROJECT NUMBER: #BEA'LTY'S FRUIT CO.
HYDROLOGIC PROJECT NUMBER: FL9430153
HYDROLOGIC SAMPLE NUMMR: 30154
SAMPLE IDENTIFICATION: WSW
DATE SAMPLED: 9/13/94
ANALYSIS
1,1, 2-Tri-chloroethane
Tri.chloroethene
Trichlorofluorcmethane
Vinyl Chloride
cis-1,2-Dichloroethylene
CAS NO.
:JUL
xC-1D'uL'1'
{ ug/1)
( ug/1)
79-00-5
1.0
BDL
79-01-6
1.0
10.1
75-69-4
1.0
BEL
75-01-4
1.0
BDL
541-59-4
1.0
24.0
103%
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1491 Twilight Trall-10 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-225

H Y D R 0 L 0 G 1 C 1 N C
CaTmy NAME:
Atlanta Testing
& Engineering
COMPANY PSI' NUN BER.:
#BEATTY' S FRUIT
CO.
HYDROLOGIC PROJECT NUMBER:
F19430153
HYDROLOGIC SAMPLE NUMBER:
30154
HYDROLLOGIC LAB I.D.#:
70002
SAMP ,E IDENTIFICATION:
WSW
DATE SAMPLED:
9/13/94
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
9/19/94
ME'1'8W 6O2+M3E+IPE/FHB by 8021
ANALYSIS
CAS NO.
SDL
RESULT
( u5/1)
( ug/1)
Benzene
71-43-2
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
1,2-Dichlorcbenzene
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
BEL
Toluene
108-88-3
1.0
BEL
Xylene (Total)
1330-20-7
1.0
BDL
MERE
5.0
BEL
EDB
106-93-4
1.0
BDL
IPE
5.0
BDL
Surrogate Recovery:
BFB 95%
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
1491 Twilight Tral D Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-225

R Y D R 0 L 0 0 1 C I N C
COMPANY NAME: Atlanta Testing & Engineering
COMPANY PROJECT NUMBER: #BEAZTY'S FRUIT CO.
HYDROLOGIC PROJECT NUMBER: FL9430153
HYDROLOGIC SAMPLE NUMBER: 30153
HYDROLOGIC LAB I.D.#: 99015
SAMPLE IDENTIFICATION: MW 1
DATE SAMPLED: 9/13/94
DATE/TIME DATE TIME
ANALYSIS EXTRA= ANALYZED METHOD UNITS SDL RESULT
LEAD,TOTAL 9/15/94 9/16/94 6010 mg/l 0.010 BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
CL'S :
1491 Twilight Tra1b Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-225

H Y D R 0 L 0 G I C 1 N C
COMPANY NAME: Atlanta Testing & Engineering
CCHPANY PRO= NUMBER: #BEATTY' S FRUIT CO.
HYDROLOGIC PROTECT NUMBER: FL9430153
HYDROLOGIC SAMPLE NUMBER: 30154
HYDROLOGIC LAB I.D.#: 99015
SAMPLE IFICATION: WSW
DATE SAMPLED: 9/13/94
ANALYSIS EXTRACTED ANALYZED
METHOD UNITS
SDL
RESULT
LEAD, TOM 9/15/94 9/16/94
6010 mg/l
0.010
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
CI'S:
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