NCD982096653_19960329_Ram Leather Care Site_FRBCERCLA PA SI_Preliminary Assessment Site Inspection Volume II References 12 - 27-OCR

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STATE OF
NORTH CAROLINA
Depanli,ertt of Environment, Health,
and Nmural Resources
Division of Solid waste Management
Superfund Section
COMBINED PRELIMINARY ASS!::,"'SSMENTISITE INSPECTION
VOLllMEII
Ram Leather Care
NCD 982 096 653
Charlotte, Mecklenbm·g County
Reference No. 06303
March 1996
Jeanette Stanley
Environmental Chemist
Division of Solid Waste Management
Superfund Sel'.tion
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PLANT LOCATIONS
Arlington, Va.
Asheville, N.C.
Boston, Mass.
Charlotte, N.C.
Columbus, Ga.
Detroit, Mich.
Ft. Lauderdale, Fla.
Jackson, Miss.
Jacksonville, Fla
Dallas,Tx.
Houston, Tx.
Mission, Ky.
San Antonio, Tx.
St. Louis, Mo.
Philadelphia, Pa.
Nov. 5, 1991
RECEiVED ·~--
SEP 2 6 1995 Ref. 12
SUPERFUND SECTION
15100 ALBEMARLE ROAD • CHARLOTTE, N.C. 28227
PHONE [phone]
Environmental Health & Natural Resources
59 Woodfin Place
Asheville, N. C. 28802
ATTENTION: Spring Allen
Dear Miss Allen:
Enclosed you will find Bold Labs report of the findings
at Ram Leather Care, Inc.
Yours truly,
·RAM LEATHER CARE, INC.
E/ W~s1'ene
ECW:jw
Enclosure
WE LOVE SUEDE, LEATHER and FUR, and CLEAN IT LOVINGLY
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ANALYTICAL TESTING A CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
TECHNICAL AND FIELD DATA REPORT
for
Ram Leather Care
Charlotte, North Carolina
prepared by:
BOLD RESEARCH LABS, INC.
October 30, 1991
Scott T. Olson / Geology Supervisor
reviewed and approved by:
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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TABLE OF CONTENTS
Introduction .............................................. .
Scope and Purpose
Site History
Site Setting
Topography and Drainage
Soils
Geology
Investigation ............................................. .
Borings
Monitoring Well Installations
Groundwater Sampling
Investigation Results .................................... .
Conclusion ................................................ .
Appendix I -Maps:
I. Gener21 Location Map
2. Adjacent Properties Map
3. Site Map
Appendix 2 -Figures:
I. Groundwater Contour Map
Page 1
Page 5
Page 9
Page 11
2. Horizontal Extents of Soil Contamination
3. Horizontal Extent of Upper Aquifer Contamination
4. Horizontal Extent of Lower Aquifer (Bedrock) Contamination
5. Vertical Cross Section A-A'
6. Vertical Cross Section B-B'
Appendix 3 -Soil Boring Logs
Appendix 4 -W.ell Construction Records
Appendix 5 -Tables:
1. Preliminary Water Analyses
2. Groundwater Analyses from Borings and Monitoring Wells
3. Soil Analyses
4. Water Level Measurements
5. Slug Test
Appendix 6 -Lab Results
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INTRODUCTION
SCOPE Al\'D PURPOSE
ML Cliff Worley, of Ram Leather Care, requested Bold Research Labs, Inc. to perform
a subsurface investigation of the property located at 15100 Albemarle Road, Charlotte, North
Carolina in response to a Notice of Violation received from the North Carolina Division of
Environmental Management (NC DEM) on July 3, 1991. (See Appendix I for General Location
Map). The investigation was designed to identify a possible source of the chlorinated
hydrocarbon contamination, in addition to defining the horizontal and vertical extent of the soil
and groundwater contamination.
SITE HISTORY
Ram Leather Care has been in operation since 1977, dry cleaning and restoring leather
goods. The company uses chlorinated hydrocarbon chemicals (mainly tetrachloroethene) and
petroleum hydrocarbons (mineral spirits) in the cleaning process. The wastes from these
chemicals were put into a metal dumpster on site from 1977 to 1984. After 1984, 55 gallon
drums were used to store the solvents; the drums were pumped regularly by Safety Kleen from
1986 to June, 1991, after which time, the drums were no longer used. They are currently empty
and stored on site. On July 8, 1991, the NC DEM issued a Notice of Violation concerning
discharge from the drums. Since 1984, wastes from the mineral spirits have been stored in an
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above ground waste tank which is supported by the concrete pad located on the west side of the
building. The waste tank is pumped out and disposed of by Safety-Kleen. The pad also houses
a tank holding the un-used mineral spirits.
There is a subsurface industrial wastewater system in operation at the site. This system
involves a septic drain field in the southern portion of the property. It has been in• operation
since 1977 when the Ram Leather Care started business.
A private water well was used at the site since 1965 when the property was first bought
by E. Cliff Worley. On October 11, 1991, a new water well was installed to replace the old
one. This new well was completed to a depth 5IO'.
SITE SETTING
Topography and Drainage
There is a total relief of about 13' on the site, ranging from a basin in the northwest
corner at 717.2', to the highest point of 730.4' in the south. Because the property is on a rise
between three stream valleys, the surface drainage runs north, south, and east. There is a one
story cement building approximately 9025 sq. ft. on the site, and the associated driveway and
parking area are gravel. Therefore, most runoff water is absorbed into the ground, or directed
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via the natural drainage pattern to one of the streams. The average precipitation is 43" /yr. 1
Surface drainage away from the concrete pad area is directed to the north and ultimately under
the railroad and across Albemarle Road. (Please see Appendix 1 for Site Map.)
Soils
The soils at the Ram Leather Care site are classified as part of the Georgeville unit,
common in Mecklenburg County. This unit, locally known as GeB2, is characterized by a silty
clay loam. The grain size of the soil is quite fine; 60-95 % of the soil is able to pass through
a seive size of 200. This confirms the fact that the soils originate from a fine grained slate
parent rock (see the "Geology" section below for a description of the rock formation)2.
· The surface layer consists of a yellowish red silty clay loam, approximately 5" thick. -·--~ -.~~---
There is about 4' of strongly acidic subsoil, the upper part of which is a red silty clay. The
lower part of the subsoil is a red silty clay loam. The material underlying the subsoil is a
brownish yellow, yellowish red, and strong brown silt loam, to approximately 9'. Due to the
construction of a new drinking water well on 10-8-91 at the Ram Leather Care site, the depth
to bedrock is known to be abanr 42', and the depth to the water table is about 12'.
'Soil survey of Mecklenburg Counf)', Nonh Carolina. United States Department of
Agriculture, Soil Conservation Service. Issued June 1980.
2Soil Survey of Mecklenburg Counry, Nonh Carolina.
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The soil is low in organic matter, and has moderate permeability. The soil is well
drained; water is removed from the area readily, but not rapidly. There is medium available
water capacity, and medium surface runoff. The slope of the area ranges from 2 to 8 percent,
as the soils lie on broad ridges on the uplands. 3
Geology
The Ram Leather Care facility is located in the western edge of the Carolina Slate Belt
of North Carolina. Classified as phyllites, these rocks are very fine in texture. The
metavolcanic rock is characterized by interbedded felsic to mafic tufts and flowrock. The
residuum from the fine grained slate forms the Georgeville series subsoil mentioned above. 4
INVESTIGATION
The investigation was designed to determine the extent and concentration of chlorinated
hydrocarbon and mineral spirits contamination in the soil and groundwater. Thus, soil borings
and monitoring well installations were required. A Boring Log is located in Appendix 3, and
Well Construction Records are located in Appendix 4.
3Soil survey of Mecklenburg Counry, Nonh Carolina.
4Geologic Map of Nonh Carolina, 1985.
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Borings
The soil borings were drilled in four series. Initially, two soil borings were advanced
(B-1 on 9-18-91, and B'.2 on 9-19-91) using 8 1/2" hollow stem augers with a B-61 Mobile Drill
Rig. These first two soil borings were drilled through the water table at potential source areas.
Soil samples were taken at 5', 10', 15', and 20' in each boring. Additional soil samples were
taken at 24' in B-1 and 25' in B-2. The samples were collected with a split spoon sampler
which was decontaminated between samples using an Alconox Scrub, followed by a de-ionized
water rinse. The samples were then contained in 4 oz. glass jars and sealed.
Groundwater samples were also taken out of these borings. They were contained in 40
ml. VOA vials and sealed with teflon lined caps.
All samples were stored in an ice filled cooler for shipment to the laboratory. Auger
cuttings were contained in 55 gallon drums and stored on site. Once the necessary samples were
taken, the bore holes were backfilled with native material taken from the back of the site. Refer
to Appendix 5 Soil Analyses, for sample depths, and Appendix I Site Map for boring locations .
The second group of borings in the series were advanced on 9-I 8-91 and 9-19-9 I in the
septic drain field area to investigate the extent of soil contamination due to the releases of the
septic drain field. Five borings were drilled (B-3 thru B-7) using a stainless steel hand auger,
decontaminated as previously discussed. Soil samples were collected in 4 oz. glass jars, sealed,
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and kept on ice for transportation to the lab.
. The third group of soil borings in the series were hand augered near the drum storage
area. B-9, drilled 9-20-91, was intended to further defif!e the horizontal contamination around
B-1, and to show any impact resulting from the storage of the 55 gallon drums. B-10 (drilled
9-20-91) and B-15 thru 17 (drilled 10-21-91) were advanced to investigate the extent of soil
contall)ination resulting from the B-1 source area. They were drilled approximately 20' apart,
following the northerly path of surface runoff. Sampling and decontamination procedures were
followed as previously described.
The final borings in the series were advanced using a stainless steel hand auger. B-13
and B-14 were drilled 9-23-91, on each end of the culvert going underneath the Norfolk and
Southern Railroad tracks; the culvert receives surface runoff from the B-1 area. The borings
were drilled to find if contaminants had reached the railroad tracks, and to find if contaminants
had crossed the tracks, possibly impacting property located across Albemarle Road. The two
borings were drilled to a depth of 6' each, and samples were taken at that depth. The samples
were contained in 4 oz. glass jars and sealed.
All samples collected from the soil borings were transported to the lab in an ice chest in
order to maintain sample integrity. Samples were tested for Halogenated and Aromatic Volatile
Organics, following EPA guidelines for Methods 601 and 602. Some samples were also tested
for Mineral Spirits. Refer to Appendix 5 for Data Table.
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Monitoring Well Installations
Three monitoring wells were installed (RLI, RL2, and RL3) on 9-24-91 and 9-25-91
under NC DEM Permit #59-1061-WM-0724. In an effort to efficiently confirm the horizontal
extent of groundwater contamination in the table aquifer, the groundwater lab data from the soil
borings above were used to plan the locations of the monitoring wells RLl-3. (See Appendix
1 for well locations on the site map.)
The well borings were drilled using a B-61 Mobile Drill Rig equipped with 8 1/2" hollow
stem augers. The soil was sampled using a split spoon sampler at depths of 10' and 20' in each
well. Sampling procedures and decontamination were the same as previously discussed.
Boring B-8 (RL-3) was drilled on 9-20-91 to a depth of 20'; boring B-11 (RL-1) was
drilled on 9-23-91 to a depth of 30', and boring B-12 (RL-2) was drilled on 9-24-91 to a depth
of31.65'. The bore holes were completed as 2" wells using flush screwed Sch. 40 PVC casing
and screen. The wells were constructed in accordance with the DHENR regulations and
guidelines, and finished with 4" steel above ground locking well protectors,
It was discovered that the drinking water well on site had been contaminated by the water
table aquifer via a cracked casing. On 10/8/91, Ram Leather Care had Mullins Well Drilling
install a new 6" water well to a depth of 510'. The well was sampled on 10/11/91 and the
results are shown in Appendix 5.
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Groundwater Sampling
Each of the monitoring wells was developed and sampled on 9/27/91. Approximately
three static well volumes were bailed from each well using a disposable teflon bailer. The wells
were then allowed to equilibrate prior to collecting the groundwater samples. Samples were
contained in 40 ml. VOA vials and sealed with teflon caps. In order to maintain sample
integrity, the samples were transported to the lab in an ice chest.
Lab analyses on the water samples were performed in accordance with EPA Methods 601
and 602 for Halogenated and Aromatic Volatile Organics. The water samples were also tested
for Mineral Spirits. Appendix 5 summarizes the results of the lab analyses for both soil and
groundwater.
INVESTIGATION RESULTS
Soil and groundwater data indicate that the two main sources of contamination were old
wastes leaking from the dumpster, and the concrete pad area used to store mineral spirits and
waste drums. The pad area could have been contaminated by surface spills, waste drum leakage,
and the floor drain that exits the building under the pad.
Monitoring Well RL-1 was reported at I ug/1. Monitoring Wells RL-2 & 3 were
reported as Not Detected. The new water well was reported at 9 ug/1. It appears that the new
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water well has been slightly contamin_ated by the water contained in the underlying fracture rock.
The data from the monitoring wells indicate that the horizontal extent of contamination
within the upper (water table) aquifer is fairly confined to the source areas around the concrete
pad (primary source) and the dumpster area. However, it appears that slight contamination has
migrated to the septic drain field via the septic tank and previously used water from the old well.
Based on laboratory results previously conducted by Mecklenburg County Health.
Department and confirmed by Bold Research Labs, it appears that the horizontal extent of
groundwater contamination within the fractured bedrock extends to the White House (south east
of Ram) and across Albemarle Road to the Parnell House.
On 10/21/91, a "slug test" was conducted on Monitoring Well RL-3. The well was
bailed down and allowed to equilibrate over a recorded time period. The "slug test" data are
shown in Appendix 5, Table 5. The results show a relatively low to moderate hydraulic
conductivity, which describes the rate at which the water can move through the permeable soil
medium.
Soil contamination has been determined to be fairly isolated around the concrete pad and
along the surface water drainage path. The horizontal extent of soil contamination does not
extend to the railroad tracks, therefore, we can conclude that the off-site contaminants have not
spread due to surface runoff. No soil contamination was found to be present where the existing
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empty drums are stored. (The levels of soil contamination within B-2 are fairly insignificant and
should not require remedial action.)
Ram Leather Care has provided potable water to itself and all houses where
contamination has been shown to be present. The small levels of contamination indicate that
these water wells are on the outer fringe of the horizontal extent of the bedrock aquifer
contamination.
CONCLUSIONS
* A packer test should be performed in the new water well to determine the vertical extent
of contaminaiion. The well should then be re-cased and sealed to prevent the vertical migration
of the contaminants, thus allowing only "clean" water to be extracted and used by the facility.
* The dumpster is no longer used to dispose of any hazardous wastes. All previously
stored waste and current wastes have been properly disposed of by Safety-Kleen.
* The old well is no longer in use, but remains open for possible groundwater remediation
extraction. The old well should be grouted to a depth just below the determined vertical extent
of contamination.
* Soil contamination around the pad area can be remediated by a series of vapor extraction
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wells and vacuum pumps. Further soil testing will be required to determine the proper design.
* Groundwater will need to be extracted by a series of pumping wells, and treated by
releasing the volatile compounds through an air stripping tower. The treated water can then be
used in the facility's boiler system, or can be directly discharged to the septic· tank.
* This report is submitted to the NC Division of Environmental Management as a
preliminary site assessment. A complete remediation closure plan will be submitted following
the final assessment approval.
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,u APPENDIX 1
R Maps:
m General Location Map
Adjacent Properties Map
Site Map •
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MAP 1
GENERAL LOCATION MAP
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RAM LEATHER CARE SITE
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-THER CARE RAM LEA
Vicinity Map
. 9 Adjacent show1n _ . _ Propert1e
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• 1ALE: , 1 = 2ss·
RAM LEATHER
CARE
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House
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SCALE: 111 = 66 1
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Grass
---· ·---
MW-RL-2 0
(B-12)
B-5 Septic
B-7 Drain
• Field
•
B-3 e e B 6
~
eB-_<j_
ep ic
qraln. ield
Head Box
. MW--RL-3
( B-8)
~~ ~ H ~.
z: l'. i.
Trash
Pile
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B-14e /
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Dumpster
Grass
MW--RL-1 ~
(B-11)
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APPENDIX 2
Figures:
1. Groundwater Contour Map
2. Horizontal Extents of Soil Contamination
3. Horizontal Extent of Upper Aquifer Contamination
4. Horizontal Extent of Lower Aquifer Contamination
5. Vertical Cross Section A-A'
6. Vertical Cross Section B-B'
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1.
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RAM LEATHER CARE N Groundwater Contour Map
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B-5 • 8 _7 ·. Sep~ic
• Dram
O B-JI Field
B-3 -~ • 8-6 epic
rain, ie
Head x
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. MW:-RL-3 $
(B-8)
86. 4791
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RAM LEATHER CARE
Horizontal Extents of
Soil Contamina~inn
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" 1/1 1: ~~ tJ Q
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MW-RL-2 0
(B-12)
I -N~FOLK e; .SOUI".l:lflW_
··-··-·-.h!.C.E.MAIZ( f' ROAD
~ i r:: z:.. . rn
)
8-5 · Septic
• B-7 Drain
,.-: B-~ Field
B--!. • • .e -5 . MW-RL-3 5 ~ •• 'fF~~l~c _____ J
'f:!rain . ield (B-B)
Head Box
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Sept I£;
Line
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· 11----------· _____ ..__ _________________ R;w
' SCALE: 1" = 66'
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RAM LEATHER CARE N Hori zo_nta l Extent of I Upper Aquifer Contamination
~1t ~o~ -z: ~m
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-----i--------· .
MW-RL-2 0
(B-12)
,
~
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"'\
B-5
• 8 Septic
.-7 Drain
8 B-~ Field
B-3 eCJ e -6 ~~p ic
qrain .Field
Head Box
Septic;.
Line
J-_·F,
,/0fro
rea
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( B-8)
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. ----------AL-e.£M42( e ROAD l■1-· _____________ _._ __________________ R/w
SCALE: 1" = 66'
.r, CO
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Horizontal Extent of Lower Aquifer Contaminati
J .. ~eO Well 01
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B I _ _,,,,···~
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SCALE:
1" = 285''
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~AM LEATHER
' CARE \
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RAM LEATHER CARE
Vertical Cross Sections
A-A' and B-B'
Grass
~ C z:.. m
Open area
B-5 ,
• Septic
B-7 Drain
• • • e B-~ Field
B-3 e ~p . ..,,l•~c....,..--.6-,----'
tj;aln . e
Head Box
_)f'
,. to u
/'
--····---
MW-RL-2
f; Tank /B-l7
(B-12)
I
B-14e
A'
-----------~-----'------~---0
I) ·-·--·--j,./_"~~-'-' c:.e-JZ"oAD
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■1-, ---------------------------------R/w · SCALE: 1" = 66'
I:
--. l!!!!!!I -!!!!!Ill l!EII -= .. la! --l!!l!!!!!I 1!!53 -l!:!i:I -=:I == . ;;;a . liiiii liiiiil iiiiil -.. . -·
Figure 5
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102
100
98
96
94
92
90
88
G6
84
82
80
78
76
74
72
70
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60
58
56
A
RL-1
SCALE
Vert i ca 1 : I" • 8'
Horizontal: I" • 50'
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Vertical Cross Section A-A'
Estimated
Extent of
B-1
' Vertical
Contamination '
Dark red compacted silty clay.,A.
Orange to brown silty clay .A
with coarse aggregates
A'
RL-3
Greyish to brown slightly
sedimentized silty clay.
Greyish to brown highly weathered
s 1 ate.
~-----------~~-~---Figure 6
B
SCALE:
Vertical: .J"=8'
Horizontal : l" = 50'
Vertical Cross Section B-B'
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B'
New
Dark red compacted silty clay.
Orange to brown silty clay •
with coarse aggregates
Greyish to brown slightly
sedimentized silty clay.
Greyish to brown highly weathered
slate ·
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m Soil Boring Logs
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Boring Number:
Client:
Location:
Sample Depth
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15
20
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORlNG LOG
B-1
Ram Lea1her Care
15100 Albemarle Road
Charloue, Nonh Carolina 28227
Soil Description
0-3' Yellowish red silty clay loam with
gravel size aggregates intermixed.
3-5' Red silty clay
5-IO' Brownish yellow to yellowish red
highly weathered slate that crushes to a
silt loam
10-18' Red silty clay, with pockets of
gray clay.
18-24' Greyish brown, fine to medium
foliated slightly sedimentized silty clay.
24' Auger refusal -Restrictive layer.
Boring terminated.
Comments
Grassy surface
6' Strong odor in soil
li.'. Odor still noticeable
in soil.
NUTE: B-1 was Orweo wJth a B-bl Mobile 0nll ng on \1-1 ~-~ I to a depth ol L4 ·.
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Boring Number:
Client:
Location:
Sample Depth
0
-·
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-2
Ram Learher Care
15100 Albemarle Road
Char/oue, Nonh Carolina 28227
Soil Description
0-3' Yellowish red silty clay loam with
gravel size aggregates intermixed.
~ Red silty clay.
.s.:.fil Brownish yellow to yellowish red
highly weathered slate that crushes tq a
silt loam.
10-22' Greyish to brown, fine to
medium foliated slightly sedimentized
silty clay with coarse to gravel size
aggregates intermixed.
Comments
Grassy surface
~uTE: B-2 was dnllea with a B,61 Mobile dnll n g on 9-19-\ to a 0e th 01 LL . p
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-3
Ram Leather Care
15100Albemarle Road
Charloue, Nonh Carolina 28227
Soil Description
0-3' Yellowish red silty clay loam with
gravel size aggregates intermixed.
3-7' Red silty clay
Comments
NOTE: B-3 drilled with a stainless steel hand auger 9-18-91 to a depth of 7'.
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-4
Ram Leather Care
15100 Albemarle Road
Charlotte, Nonh Carolina 28227
Soil Description
0-3' Yellowish red silty clay loam with
gravel size aggregates intermixed.
1'. Boring terminated -bore hole filled
with water.
Comments
Grassy, well vegetated
surface.
NOTE: B-4 dnlled with a stainless steel hand auger on ':1-ll:S-, 1 to a depth ot :r.
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
. .
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-5
Ram Leather Care
15100 Albemarle Road
Char/oue, Nonh Carolina 28227
Soil Description
0-3' Yellowish red silty clay loam wit)1
gravel size aggregates intermixed.
3-5' Red silty clay.
~ Brownish yellow highly
weathered slate with pockets of gray
clay.
Comments
Grassy, well vegetated
surface.
~uTE: B-5 dnuea wllh a stainless steel hand auger on !:1-1 \HI I to a depth ot lY.
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
NuTE: B-o was dn
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-6
Ram Leather Care
15100 Albemarle Road
Charlotte, Nonh Carolina 28227
Soil Description
0-3' Yellowish red silty clay loam with
gravel size aggregates intermixed.
l:J1r Yellowish red highly weathered
slate that crushes to a silt loam; some
pockets of gray clay.
Comments
Grassy, well vegetated
surface.
lied with a stainless steel hand au er on 9-19-91 to a de th ot JU'. g p
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-7
Ram Leather Care
151 (X) Albemarle Road
Charlo//e, Nonh Carolina 28227
Soil Description
0-3' Yellowish red silty clay loam with
gravel size aggregates intermixed.
3-:.N:. Yellowish red highly weathered
slate that crushes to a silty loam; some
pockets of gray clay.
Comments
Grassy, well vegetated
surface.
~uTE: B-7 was dn 1ea w!lh a stainless steel hand auger on ':1-1':l-':l l to a de th ot lU'. p
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-Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-8
Ram Learher Care
15100Albemar/e Road
Charloue, Nonh Carolina 28227
Soil Description
Q:li:_ Orange brown silty clay.
8-17' White to light brown highly
weathered slate that crushes to a silt
loam.
17-20' Grayish to brown, foliated,
slightly sedimentized silty clay with
coarse to gravel size aggregates
intermixed.
Comments
Grassy surface.
.•
,uTE: B-8 was dn lea usmg a B-61 Mobile dnlJ ng on ~-20-'I to a de th of Lu·. p
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
~uTE: B-\1 was dn
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-9
Ram Lea1her Care
15100 Albemarle Road
Charloue, Nonh Carolina 28227
Soil Description Comments
0-3' Yellowish red silty clay loam with Grassy surface.
gravel size aggregates intermixed.
11.:. Red silty clay.
!Jea usin g a hand au er on \I-LU-9 I to a de th or /'. g p
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-10
Ram Leather Care
15100 Albemarle Road ·
Charloue, Nonh Carolina 28227
Soil Description
0-3' Yellowish red silty clay with
gravel size aggregates intermixed.
3-7' Red silty clay
7-10' Red silty clay with pockets of
gray clay.
Comments
Grassy surface.
Strong odor noticeable in
soil throughout boring.
NOTE: B-IU was dnlled usin g a hand auger on \1-20-\11 to a cepth ot JU'.
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
NUTE: B-11 was ct
BOLD RESEARCH LAI3S, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-11
Ram Leather Care
15100 Albemarle Road
Charloue, Nonh Carolina 28227
Soil Description
~ Dark red, compacted silty clay.
2:.U:. Orange to brown silty clay with
coarse gravel size aggregates
intermixed.
I 3-17' Grayish to brown foliated
slightly sedimentized clay with gravel
size aggregates intermixed.
17-30' Grayish to brown highly
weathered slate.
nJJed usm g a B-bl Mobile dnll n · on 9-2: g
Comments
Grassy surface.
-91 to a ae tn ot 30'. p
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Boring Number:
Client:
Location:
Sample Depth
0
5
10
15
20
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-12
Ram Leather Care
15100Albemarle Road
Char/oue, Nonh Carolina 28227
· Soil Description
Q:Q.'. Dark red slightly sandy clay.
6-7' Light brown slightly sandy clay.
7-18' Brownish yellow slightly
sedimentized clay with gravel size
aggregates intermixed.
18-35' Strong brown highly weathered
slate; strata of smokey quartz
aggregates throughout.
Comments
Grassy surface.
NUTE: B-1:L was dn11ea using a B-ol Mobile dnJJ ng on :I-L4-:ll to a depth ot j:, .
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-13
Ram Leather Care
15100 Albemarle Road
Charlotte, Nonh Carolina 28227
Soil Description
l2:.6..'. Dark red, compacted silty clay.
Comments
Grassy surface.
'IUTE: B-13 was drilled usm g a stainless steel hand au er on g -26-91 to a de th of 6'. p
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Boring Number:
Client:
Location:
BOLD RESEARCH LABS; INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-14
Ram Leather Care
15100 Albemarle Road
Charlotte, Nonh Carolina 28227
Sample Depth Soil Description Comments
0 0-6' Dark red, compacted silty clay. Grassy surface.
5
10
15
20
25
~uTE: B-14 was dnlled with a stainless steel hand auger to a depth of 6'.
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Boring Number:
Client:
Location:
Sample Depth
0
5
10
15
20
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-15
Ram Leather Care
15100 Albemarle Road
Charloue, Nonh Carolina 28227
Soil Description
0-5' Red silty clay loam.
.2.:.1..Q.'. Red silty clay with pockets of
unconsolidated smokey quart.
Comments
Grassy surface.
~UTE: B-15 was dnlled using a hand auger on lU-21-\11 to a c epth ot Ju·.
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Carolina
SOIL BORING LOG
B-16
Ram Leather Care
15100 Albemarle Road
Char/oue, Nonh Carolina 28227
Soil Description
0-5' Red silty clay loam.
5-1 0' Brownish red silty clay with
smokey quartz aggregates.
Comments
Grassy surface.
~UTE: B-16 was drilled USin g a stainless steel hand au er on g U-21-':ll to a de th of Ju . p
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Boring Number:
Client:
Location:
Sample Depth
0
-
-
-
-
5
-
-
-
-
10
-
-
-
-
15
-
-
-
-
20
-
-
-
-
25
BOLD RESEARCH LABS, INC.
[phone] Charlotte, North Car_olina
SOIL BORING LOG
B-17
Ram Leather Care
15100Albemarle Road
Charlotte, Nonh Carolina 28227
Soil Description
0-5' Red silty clay loam.
~ Brownish red silty clay with
~ockets of semi-consolidated smokey
quartz.
Comments
Grassy surface.
Strong odor noticeable in
soil throughout boring.
~u 1 E: B-17 was drilled using a stainless steel hand auger on IU-21-\11 to a depth ol JU'.
11
• •
m APPENDIX 4
I Well Construction Records
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·-· OrvlSlOH 0, E>MA0Nt.E><TAL ......,..,_QEtr.e(T -QAO>CIWAT'EJt SECT)ON r -P.O. IOJC 27687 -RAUIOH,N.C. 27111, l'KINE (011) 73~·60U
I WELL CONSTRUCTION RECORD
i'JLLINCl CONTRACTOR Bold Research Labs, Inc.
"ILLER REGISTRATION NUMBER __ ___:1..::0.:..7=-9 ____ _
t ~LL LOCATION: (Sl'low skelch of It'll location below}
Nearest Town: Charlotte, North Carolina
1 15100 Albemarle Road
l(Foad. Community, or SuO~•vision and Loi No.)
_ OWNER Mr. _E. Cliff Worley
((
DDRESS Ram Leather Care, 15100 Albemarle Road
{Street or Roule No.}
Charlotte, North Carolina 28227
City or Town Stale
9-24-91 USE OF WELL
Zip Code
Monitoring 110• TE DRILLED
DIITOT AL DEPTH 31. 791 CUTTINGS COLLECTED [2g Yes O No
D)ES WELL REPLACE EXISTING WELL 7 0 Yes 5'J No
IS~ATIC WATER LEVEL: 16. l6 FT. □ abova TOP OF CASING, Ill below TOP OF CASING IS 2, 48 FT. ABOVE LAND SURFACE.
illYIELD (Qpm): ______ METHOD OF TEST.
ow•TER ZONES (depth):-----------------
IC~LORINA TION:
C ,stNG
Type Amount
Wall Thickness
Depth o,ame\er or W81Qhl/Ft. Mater1a1
I F"rom +2.48 To 19.31Ft. 2" Sch. 40 PVC
From To Ft. I From To Fi.
CaouT:
Qeplh Material Method
I F"rom o.oo To 18.31F1, Cement Mix eour
From To FI.
2. ~:REEN
I Oeprh Diameter S101 Size Ma1er1a1
Ffom 19. 31 To 29. 31 Ft. 2" i'\. • 01 ,n_ PVC
I Fr.>m To FI. i'\, ,n.
From To Fl. i'\, n
3. CRAVEL PACK:
DepIh Size Ma1tria1 I-From 19. 31 To 29. 31 Ft. fine silica sand
I From ____ To ___ FL
. REMARKS. Bentonite seal (3/8 Pellets) from 18. 31
I
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUC
STANDARDS, ANO THAT A COPY OF THIS RECORD HAS 8
StGNA
FOR OFFICE USE ONLY
Ouad. No. _______ Serial No. ___ _
Lat. LonQ. ____ Pc __
Mln0< 8a1ln _____________ _
Basin Code _____________ _
Header Ent. _______ GW-1 Ent. __ _
STATE WELL CONSTRUCTION 59_ 1 OGl-WM-0724 PERMIT NUMBER:
RL-1
county: Mecklenburg
Depth
From To
0 - 9
1
9 -131
13 -171
17 -301
DRILLING LOG
F0rma1ion Description
Dark red compacted silty clay.
Orange to brown silty clay witi
coarse gravel size aggregates
1 nterm1xed.
Grayish to brown foliated sligr
s,ed1mentlzed clay with gravel
size aggregates intermixed.
Grayish to brown highly
weathered slate.
II additional space is needed use back of lum.
LOCATION SKETCH
($how direction and d1s1ance trom at least two State Roads,
er otr-ier map '!'erence poin1s) +-Albemarle
Road ➔
... Norfo
• RL-3
& Southern RR-.
I I
R L-2 );
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RAM LEATHER
CAR_E
House
WELL CONSTRUCTION
QA TE -----
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STEEL PIPE
211 Sch. 40 PVC
Pipe
BENTON I TE
PROJECT:
Ram Leather Care
15100 Albemarle Road
Charlotte, NC 28227
CAP
.,,--Manhole Cover
_..v---· PVC L<;>cklng Expansion Plug
1'
STICK UP 2.4 '
DEPTH TO TOP OF
SAND BACKFILL
19. 31 1
TOTAL DEPTH
OF WELL 31. 79'
MONITORING WELL DIAGRAM
BOLD RESEARCH LABS, INC. WELL# RL-1 .
449 Springbrook Road
P.O. Box 31466
CHARLOTTE, NORTH CAROLINA 28231-1486
PERMIT#
59-1061-IVM-0724
I ,r1AAQJH.J. OU~ C,, M..A. T'\..fV..1. Atso.,te(S A.NJ C~T'Y O(vn,C)P\,,E)(T
OIVl-5,ION 0, [NVlROM,,V(T,tJ. "4AX,C.Ofl.EHT -OAO>CIWAT'U' ~CTION
FOR OFFICE USE ONLY
P.O. 801 27887 -A.AJ..!.IGH.N.C.21911, l"HONE <a 1g) 733-~93
I WELL CONSTRUCTION RECORD
Lia CONTRACTOR _B_o_ld_R_e_s_e_a_rc_h_L_a_b_s_,_I n_c_. __ ·r REGISTRATION NUMBER
1079
LL LOCATION: (Sho ..... Skl!Ch ol lht localion below}
1 Town: Charlotte, North Carolina
15100 Albemarle Road
ommundy. or Subd1v,sion .1nd Lot No.) ,1R Mr. E. Cliff Worley
ss Ram Leather Care, 15100 Albemarle Road
Charlotte, NoA'h•t;g•rg!fr\'aNo) 28227
Outd. No. ______ _ S•nal No. ___ _
Lat. _______ LonQ. ____ Po __
"'41nor Basin ______________ _
Ba sin Code ______________ _
Haader En1. ______ _ Gw-, Ent __ _
STATE WELL CONSTRUCTION 59-1061-WM-0724
PERMIT NUMBER:
County:
0101ri
From To
0 -6'
6 -7'
RL-2
Mecklenburg
ORILLl~JG LOG
Dark red slightly sandy clay.
Light browr slightly sandy clay. I CHy or Town Stale Z10 Codt
DRILLED 9-26-91 Monitoring USE OF WE LL _____ ..::.._ ________ _
!IIIL DEPTH 3l. 65 1 CUTTINGS COLLECT.ED E'.IYes O No 7 -18'
I WELL REPLACE EXISTING WELL? 0 Yos C8 No ------
Brownish yellow slightly sedimentiZ<
clay with gravel size aggregates
intermixed.
•TIC WATER LEVEL: 14, 40 FT. o above TOP OF CASING.
(21 below loP OF CASING Is _2_·_4_2 __ n. ABOvE LAND suRr ACE. '° (Qom): METHOD Of TEST
18 -35' Strong brown highly weathered slat
strata of smokey quartz aggregates
.ER ZONES (deo1n). -------------------------throu~hout.
.__ORlNA T!ON: Type Amount
IING
Deon, 01ame1tr
Wall Th,c'lness
or Weu~l"II/FI
F,om _+_2_._4_2_ To 19. 23 fl. 2" Sch. 40 I From ____ To ___ F1. ___ _
From ____ To---FI.----
Ma.11na1
PVC
Depth Material
0.00 To 18.23r1. Cement Mix
Method
pour
II From ____ To ___ F1. ______ _
nJaEEN
Depth o,ame1er Ill F rem 19.23 To 29.23FI. 2" _,_ ,01 ----,n.
FrJm ____ To ___ F1. ____ ., ____ ,n.
II From ____ To ___ F1. ____ ., ____ ,n.
Ill• VEL PACK:
Oeoth
From 19, 23 To 29. 23FI.
From To ___ Fl.
Siu
Fine Silica ------
Material
Sand
=,.., AK s, --:s=-e-n-to-n i t e Sea I ('-:3:-/:-8-=P-e.,..,11,...e_t_s ,...)
I I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCT
STANDARDS. ANO THAT A CoPY Of THIS RECORD HAS BE
II aoci111ona1 soace is needed use 'tlac'I. 01 tr .. ·.,.,
LOCATION SKETCH
(Show d1rec11on a.nd d11tance lrom a1 1eas1 two S1a1e Aoads.
or 01ner mao ,,1er1nc1 00in1s} .,,_ Albemarle
Road
... Norfo & S0uthern Rf'<...,
I I
•
RL-3
RAM
Rt-2 )/
I/
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I I ,, ,, ,,
LEATHER
CARE
"' ,,
House
WELL CONSTRUCTION
DATE
➔
SuD"'ul o,,o.ni1 10 o,,..,,,ol'I ot E ,..,1 101'\~tl'\1,1 l.t,,,.J~•-, .. , J'".3 ce::, :: .. ,•i , ... ~i;• ··'" ..
,,,--Manhole Cover
_..v----· PVC Lc;,cklng Exµanslon Plug --'---
STEEL PIPE STICK UP 2.42'
I
I 2" Sch. 40 PVC Pipe ___ -4..q.
DEPTH TO TOP OF
SAND BACKFILL
19. 23'
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BENTON I TE 1'
... . .. ... ::;,
:·', ~1-,. :r,. ,:··: ,'', :::::. ;:, S A H O ____.M' c ,:; --.. ,·::
~·••', :::
PVC SCREEN -:· ·:: -----11-,'•·....,.·. i•'• i:: :_i,: DEPTH Of PVC SCREEN . . , . !:, ~-; 19.23' to 29.23' ,·;:, ••, ·::: ::; 1 •'•• I, ::{ :!: ... , .. •'• ·,:, CAP :', ·:• --1.;,,,.i:::,;:;:i, .. u:11:,, :i
PROJECT:
TOTAL DEPTH
OF \./ELL
31. 65'
MONITORING WELL DIAGRAM
Ram Leather Care
15100 Albemarle Road
Charlotte, NC 28227
BOLD RESEARCH LABS, INC. WELLi RL-2
449 Springbrook Road
P.O. Box 31486 PERMITi
CHARLOTTE, NORTH CAROLINA 28231·1486 59-1061-WM-0724
)RTH CJ.,AO.JN..I. 0(1'AJn")r.EJ(T 0/l NATU\AL flltl:~5 AMO eOl,M.,.Nrr O(V'(\.~
I Cl VI~ ON Of (HV1 R0M.E NT .l.l M,.IJ,U,. OE "-'£HT -OAO>Cl WA Tt:R $EC T ION
-P.O. BOX 21687 • fl.AU1QH,H.C.21611, ~ (I U) 733.5,043
I ... WELL CONSTRUCTION RECORD
Inc. .,G CONTRACTOR Bold Research Labs
IILLER REGISTRATION NUMBER ____ 1~0_7~9 ____ _
Ti:C '110N· (ShOw s>eics ol 1se locai,on below)
" 1 • Charlotte, North Carolina ... eares . own. _____________________ _
-II-: J s 1 oo Albemarle Road
o •. C .:mmL,n1ly. or Subdrv1S10n and Loi No)
OWNER Mr. E. Cliff Worley
,,ESS Ram Leather Care, 15100 Albemarle Road
(StreeLor Rq1,11e No.) Charlotte, North caroIIna 28227
C11y or. Town Staie z,o Code 'I o=,cLED 9-26-91 USE OF WELL Monitoring
10 L )£PH< 20. O' CUTTINGS COLLECTED ~ Yu O No
--\\cLL REPL>CE EX1ST1NG WELL' 0 Yes 0 No
rll1c '/IA TEA LEVEL. 13· 59 FT, 0 above TOP OF C>SING,
X) below TOF OF OSING IS 2. 38 FT. ABOVE LAND SURFACE. 'I (;om) ______ METHOD OF TEST _______ _
..... R ZONE s (deoth): ------------------
tRl•;..1. 1'10N· Type
CASIN ·,
I Fi:-,
Oeoth
+ 2. 38 To 7. 62
Fi::-:, To
lF,,~ To
. G u·
~tOlh a F ,-0.00 To 6, 62
F : .-i To
Deotn
7.62 F·;.~ I,,~----
F·.:-i ___ _
To17.62
To
To
Oeo1r-i
f ·: m _7_._6_2_ To17,62
Amounl
Wall Th,c\neH
Diameter or We19ht1F1 Material
FI 2" Sch. 40 PVC ----
'I.
FI.
M.11er,a1 Mt lhOd
'I. Cement Mix pour
FI.
Q,ameltf s101 Size Material
FI. 2" in. . 01 '"· PVC
,1 in. ,n
Ft. "'· "'
Siu. Ma11,,a1
FI. Fine Silica Sand
FOR OFFICE USE ONLY
Ou1d. No, _______ S•rial No. ___ _
Lat. _______ Lono. ____ Pc __
Mln0< Basin ______________ _
Basin Code ______________ _
Htader Enl. _______ QW-1 Ent, __ _
STATE WELL CONSTRUCTION .
PERMIT NUMBER: 59-1061-WM-0724
R L-3
Mecklenburg
0101h
From
0 -8'
8 -17'
To
17 -201
DRILLING LOG
Formation OeScription
0 range brown silty clay.
White to light brown highly
weathered slate that crushes to
a silt loam.
Grayish to brown, foliated,
slightly sedimentized silty clay
with coarse to gravel size J
aggregates intermixed.
II additional soace is neeaed use back ol fr,rm
LOCATION SKETCH
(Show arr1c11on and d1sunc1 !tom a1 11as1 two S1a1, Roaas.
or olf\er mac, ,~lerence 001n1s) <f-Albemarle
Road ➔
0
RL-3
11
RL-2 ),'
I/
It
//
RAM LEATHER
CARE
, IM:;::-B-e-n-to-;i~-e-S_e_a_l 'r'3/8 Pellets} from 6, 62 to 7.62 1 HO\.JSC
I 1 DO HEREBY CERTIFY THAT THIS WELL W>S CONSTAUC
ST>ND>RDS, AND THAT A COPY o; THIS RECORD HAS BE
SIGNA TU
WITH •~ NCAC ZC WELL CONSTAuCTION OWNER.
,,,,--Manhole Cover
o;==_=.J.~...----· PVC L9cklng Expansion Plu_g __
STEEL PIPE
STICK UP 2•381 I
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BORIHG ___ _
DEPTH TO TOP OF
SAHD BACKFILL
7. 62'
BENTON I TE
I PROJECT:
I Ram Leather Care
15100 Albemarle Road
Charlotte, NC 29227
CAP
BASE OF GRO T
SEAL 6·62'
1' TOTAL DEPTH
OF WELL
20. 0'
MONITORING WELL DIAGRAM BOLD RESEARCH LABS, INC. WELLi RL-3
449 Springbrook Road PERMIT# P.O. Box 31488
CHARLOTTE, NORTH CAROLINA 28231·1486 59-1061-WM~ 0724 W'--___ _.., ______ ........_ ___ _
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APPENDIX 5
Tables:
1. Preliminary Water Analyses
2. Groundwater Analyses from Borings and Monitoring Wells
3. Soil Analyses
4. Water Level Measurements
5. Slug Test
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LAB ANALYSES FOR RAM LEATHER CARE
TABLE I
· Preliminary Water Analyses
(measurements in ug/1) Boiler Pond Septic Old RL
Blowout Water Tank Well
Head
Chloroform 9 540 260
Chlorobenzene 2
1,2-Dichloroethane 1 12
Tetrachloroethene 66 578
Cis-1,3-Dichloropropene 21
Trans-1,2-Dichloroethene 21
Methylene chloride 19
1, 1, I-Trichloroethane 2
Trichloroethene 124
Bromodichloromethane
Toluene 29
Isopropyl Ether 171
I Note: Blank Space = Not Detected
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White Parnell
House Outside
Well Faucet
Head
41
8 7
8 9
5
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TABLE2
Groundwater Analyses from Soil Borings and Monitoring Wells
(measurements in ug/1) B0 ! B-2 B-8 (RL-3) B-11 (RL-1) B-12 (RL-2)
I, 1-Dichloroethane 28
1,2-Dichloroethane 11
Trans-1,2-Dichloroethene 13
Methylene Chloride 78
Tetrachloroethene 50060 1201 3
I, I, I-Trichloroethane 6697 26
I, I ,2-Trichloroethane 112
Trichloroethene 830 10
Toluene 13
Methyl-tert-butyl ether 45
I I MWRL-1 I MWRL-2 I MWRL-3
Tetrachloroethene (ug/1) I
Mineral Spirits (mg/I) <.25 <.25 <.25
Note: Blank Space = Not Detected
NC DEM groundwater standard for Tetrachloroethene is . 7 ug/1.
NC DEM drinking water standard for Tetrachloroethene is 5 ug/1.
2
I New Water Well I
9
<.25
I Soil testing in new water well
Table 3
Soil Analyses
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(measurements in ug/kg) RL-DW-JO' RL-DW-20' RL-DW-30' RL-DW-40'
Halogenated Volatile
Organics
Mineral Spirits (mg/kg) <.5 <.5
I Borings
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(measurements in ug/kg)
Tetrachloroethene
I, I, I-Trichloroethane
Mineral Spirits (mg/kg)
(measurements in ug/kg)
1, I, 1-Trichloroethane
Mineral Spirits (mg/kg)
(measurements in ug/kg)
I Tetrachloroethene
(measurements in ug/kg)
1 1 Tetrachloroethene
I
B-1
5'
26584
89
B-3
4'
16
<.5
B-8
10'
I
B-15
4'
m Note: Blank Space = Not Detected
ft,
D
B-1 B-1 B-1
JO' 15' 20'
2868 28
7 4 <.5
B-3 B-4 B-5
7' 2' 4'
31
<.5 .5 .5
B-8 B-9 B-10 B-11
20' 7' 10' 10'
I I 15503 I
B-15 B-16
10' 4'
.6 <.5
B-1 B-2 B-2 B-2
24' 5' 10' 15'
19 15 52
1 <.5 . <.5 <.5
B-5 B-6 B-6
JO' 4' JO'
.5 <.5 <.5
B-11 B-12 B-12
20' JO' 20'
I 21 I I
B-16 B-17
10' 4'
380
RL-DW-50'
<.5
B-2 B-2
20' 25'
334 31
30
30 <.5
B-7 B-7
4' 10'
<.5 <.5
B-13 B-14
6' 6'
I I I
B-17
10'
2417
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Monitoring
Well:
RL-1
RL-2
RL-3
TABLE4
Water Level Measurements.
Water Water Level2 Water Water Level Water
Elevation1 9/27/91 Elevation 9/30/91 Elevation
(Top of 9/27/91 9/30/91
Casing)
101.875' I 16.16' 85.715' 17.13' 84.745'
102.646' 14.40' 88.246' 14.70' 87.946'
100.229' 13.59' 86.639' 13.75' 86.479'
I 1Elevations are based on the concrete slab elevation at Ram Leather Care, front door being I 00'.
I 2Measured by an electronic water level indicator.
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Table 5
•• 1.0·
.9
j ·t i t I I I
:-~ • -1 · · : ! ·I· I !
..
.8 ___
I .7---
.6 •..
I .5--·
I .4 ___
I .3 __ _
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:..-i:="f · 1
;Ff:J.j
-i-~-J..:: s;
r.·•·· 1,i.::I :
-·•·· ------. :-.::-.--:: :
'
h/ho -H--;:; ---'+---·
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. 1 ·--
~ +i--: .
·,;·'-t-~t·
.09--~:"'. i ! ,=J"_L-....i
.os __ i.:,:..:.--1.-r:i
~i ·("'!"·i
.06 .. ,=.:.:.:.·~.:.:.
=i=-!
.05 .. "-'-',-'·:.
~:.:~==
1-.1~··:.:=-1. ':"
·I:;.: ·.to-
t:~:~~,; ~f"-
--~::...:~::. --~ -:-r_____r: 1-7=·:..:::::: ::, . -.:.::. _____ ....._ -
:~.:..:~1: :t:
--I. ·1-t--1--r-
.01
1500 3000 4500 6000
...Ram Leather Care Slug Test
-' -
~
.... ....
' :
'
7500
' ' '
,-
' ' .
o I I I
--~-'II! -. -

-
~~ :
-.. . . --
·-
---
.......:...:: --== -t:::. -
-1-· •···· --:-.t:..-,-,----:r::-:-::: r=Et=:-. =~-:.-;-~~ ,..... .... ,_~,.....,-•---...
t......-,-,-1-+-1-'· _--; 1---.. Li: .:,._,_r= ·-,._., --+-. i---+--
' . ' .
' ' ' ' '
t-' ' I t ' I I
I ' I t--r,t--,--... -H-:i.::--_: :.:. T
'
--•-·· ' ' ··-,-I•-•
'
' '
' I
9000 10500 12000 13500 15000 16500
time (seconds)
' ' ' ' ' I
' '
'
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Elapsed Time
Seconds
Static
0
300
600
900
1500
2400
3300
4200
5100
6000
6900
7800
8700
9600
10500
11400
12300
13200 ·
14100
Ram Leather Care Slug Test
Monitoring Well RL-3
Depth to Change in Water
Water Level (h)
Feet
14.50
16.71 2.21 (h0)
15.31 0.81
15.21 0.71
15.16 0.66
15.08 0.58
14.99 0.49
14.96 0.46
14.90 0.40
14.85 . 0.35
14.82 0.32
14.76 0.26
14.73 0.23
14.70 0.20
14.67 0.17
14.63 0.13
14.62 0.12
14.58 0.08
14.56 0.06
14.51 ' 0.01
h/h0
1.000
0.366
0.321
0.299
0.263
0.222
0.208
0.181
0.158
0.145
0.118
0.104
0.090
0.077
0.059
0.054
0.036
0.027
0.005
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Slug Test, cont.
r = .083 feet
R = .083 feet
L = 10 feet
K = r2 In (L/R)
2LT0
K = <.083)2 !n(I0/.083)
2(10)(450)
K = {.006891{4.79161
(9000)
TO = the time for the head to rise
to 37% of the initial change.
K = <.033) = 3.66 x J0·6 ft./sec. = .316 ft./day
9000
-1
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. APPENDIX 6
Lab Results
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I I PRELTh11NARY WATER ANALYSES I
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( Bold Re~~0~!ch Labs)
ANALYTICAL TESTING & CONSULTING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE {704) 527-4183 • FAX: [phone]
October 28. 1991
Ram Leather Care
Attn: E. Cliff Worlev
15100 Albermarle Rd
Charlotte. N. C. 28227
Dear Mr. Worlev:
Below are 1'esults of analvsis of 2 samoles received for examination
on Julv 17. 1991:
Custo ■er Code: RAM Phone N,.,mber: [phone]
LAB I.D. AA0&853 Bold ID Number G889Gl-2 Bold Customer Number 6745
Collection Date: 07/15/91 Collection Time: 16:00
Submittal Date: 07/17/91 Submittal Time: 08:31
Customer Samele I.D#: BOILER BLOWOUT
TEST
PARAMETER
UNITS TEST
RESULT
Multicomoonent analvsis: HALOGENA,TED VOLATILE ORGANICS
BROMODICHLOROMETHANE uo/L Not Det
BROMOFORM u □/L Not Det
BROMOMETHANE u □/L Not Det
CARBON TETRACHLORIDE u □/L Not Det
CHLOROBENZENE u □/L Not Det
2-CHLOROETHYLVINYL ETHER u □/L Not Det
CHLOROFORM u □/L 9
CHLOROMETHANE u □/L Not Det
DIBROMOCHLOROMETHANE uo/L Not Det
1.2-DICHLOROBENZENE u □/L Not Det
1.3-DICHLOROBENZENE u □/L Not Det
1.4-DICHLOROBENZENE u □/L Not Det
DICHLORODIFLUOROMETHANE u □/L Not Det
1.1-DICHLOROETHANE u □/L Not Det
1.2-DICHLOROETHANE u □/L l
1. 1-DICHLOROETHENE u □/L Not Det
TRANS-1.2-DICHLOROETHENE u □/L Not Det
1.2-DICHLOROPROPANE u □/L Not Det
CIS-1.3-DICHLOROPROPENE u □/L Not Det
TRANS-1.3-DICHLOROPROPENE u □/L Not Det
METHYLENE CHLORIDE u □/L Not Det
1. 1.2.2-TETRACHLOROETHANE u □/L Not Det
TETRACHLOROETHENE u□/L 66
1.1. I-TRICHLOROETHANE u □/L Not Det
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
DETECTION
LIMIT
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Ram Leather Care
Pace: 2
October 28. 1'391
HALOGENATED VOLATILE ORGANICS <continued):
1.1.2-TRICHLOROETHANE IJ □/L Not Det
TRICHLOROETHENE u □/L Not Det
TRICHLOROFLUOROMETHANE uc/L Not Det
VINYL CHLORIDE IJ □/L Not Det
CHLOROETHANE u □/L Not Det
CIS-1.2-DICHLOROETHENE u □/L Not Det
ETHYLENE BROMIDE u □/L Not Det
IPE u □/L Not Det
MTBE u □/L Not Det
BTEX uc/L Not Det
1
1
1
1
1
1
1
1
1
1
------------------------------------------------------------------------
Comments:
watet~ form outside oioe
Custc ■er Code: RAM Phone N•.tmber: [phone]
LAB I.D. AA0&854 Bold ID Number G88'3G1-2 Bold Customer Number &745
Collection Date: 07/15/91 Collection Time: 1&:30
Submittal Date: 07/17/'31 Submittal Time: 08:31
Customer Sam □le I.D#: POND WATER ------------------------------------------------------------------------
TEST
PARAMETER
UNITS TEST
RESULT
DETECTION
LIMIT
------------------------------------------------------------------------
Multicom □onent analvsis: HALOGENATED VOLATILE ORGANICS
BROMODICHLOROMETHANE IJ □/L Not Det 1
BROMOFORM uc/L Not Det 1
BROMOMETHANE IJ □/L Not Det 1
CARBON TETRACHLORIDE u □/L Not Det 1
CHLORDBENZENE u □/L Not Det 1
2-CHLOROETHYLVINYL ETHER ,.,o/L Not Det 1
CHLOROFORM u □/L Not Det 1
CHLOROMETHANE 1.1 □/L Not Det 1
DJBROMOCHLOROMETHANE •.tc/L Not Det 1
1.2-DICHLOROBENZENE u □/L Not Det 1
1.3-DICHLOROBENZENE '·'° /L Not Det 1
1.4-DICHLOROBENZENE u □/L Not Det 1
DICHLORODIFLUOROMETHANE u□/L Not Det 1
1.1-DICHLOROETHANE u □/L Not Det 1
1.2-DICHLOROETHANE u□/L Not Det 1
1.1-DICHLOROETHENE uo/L Not Det 1
TRANS-1.2-DJCHLOROETHENE IJ □/L Not Det 1
1.2-DICHLOROPRDPANE ,.,□ /L Not Det 1
CIS-1.3-DJCHLOROPROPENE u □/L Not Det 1
TRANS-1.3-DICHLOROPROPENE IJ □/L Not Det 1
METHYLENE CHLORIDE u □/L Not Det 1
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 • CHARLOTTE, NC 28231 • TELEPHONE [phone] • FAX: {704) 525--0409
Ram Leather Care
Pace: 3
October 28. 1991
HALOGENATED VOLATILE ORGANICS
1. 1.2.2-TETRACHLOROETHANE
TETRACHLOROETHENE
1. 1.1-TRICHLOROETHANE
1. 1.2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
VINYL CHLORIDE
CHLOROETHANE
CIS-1.2-DICHLOROETHENE
ETHYLENE BROMIDE
IPE
MTBE
BTEX.
(continued}:
u □/L
uc/L
u □/L
u □/L
u □/L
u □/L
u □/L
,.,□/L
u □/L
u□/L
u □/L
,.,□ /L
u □/L
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
1
1
1
1
1
1
1
1
1
1
1
1
1
------------------------------------------------------------------------
Comments:
water from oond on orooertv
Please advise should vou have ouestions concernin □ these data.
Resoectfullv submitted.
Gradv W. Burcin
Laboratorv Mana □er
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527..4183 • FAX: [phone]
October 28. 1991
Ram Leather Care
Attn: E. Cliff Worlev
15100 Albermarle Rd
Charlotte. N.C. 28227
Dear Mr. Worley:
Bel~w are results of analvsis of 1 samole received for examination
on Julv 18. 1991:
Custo ■er Code: RAM Phone
LAB J.D. AA0&925 Bold ID
Collection Date: 07/18/91
Number: [phone]
Nurnbet· Gg11G1 Bold Custorner_N1Jmber
Collection Time: 11:30
Submittal Date: 07/18/91 Submittal Time: 13:38
Customer Samole I.D#: SEPTIC TANK ------------------------------------------------------------------------
TEST
PARAMETER
UNITS TEST
RESULT
DETECTION
LIMIT
------------------------------------------------------------------------
Multic6moonent analvsis: HALOGENATED VOLATILE ORGANICS
BROMODICHLOROMETHANE u □/L Not Det 1
BROMOFORM ,,c/L Not Det 1
BROMOMETHANE u □/L Not Det 1
CARBON TETRACHLORIDE u □/L Not Det 1
CHLOROBENZENE u □/L Not Det 1
2-CHLOROETHYLVINYL ETHER u □/L Not Det 1
CHLOROFORM u □/L 54121 1
CHLOROMETHANE 1.10/L Not Det ·1
DIBROMOCHLOROMETHANE u □/L Not Det 1
1.2-D!CHLOROBENZENE u □/L Not Det 1
1.3-DICHLOROBENZENE u□/L Not Det 1
1.4-DICHLOROBENZENE u □/L Not Det 1
DICHLOROD!FLUOROMETHANE u□/L Not Det 1
1. 1-D I CHLOROETHANE ua/L Not Det 1
1.2-DICHLOROETHANE u □/L 12 1
1. 1-DICHLOROETHENE u □/L Not Det 1
TRANS-1.2-DICHLOROETHENE u □/L Not Det 1
1.2-DICHLOROPROPANE uc/L Not Det 1
CIS-1.3-DICHLOROPROPENE u □/L 21 1
TRANS-1.3-DICHLOROPROPENE ,.,□ /L Not Det 1
METHYLENE CHLORIDE u □/L Not Det 1
1. 1.2.2-TETRACHLOROETHANE u □/L Not Det 1
TETRACHLOROETHENE u □/L Not Det 1
1. 1. 1-TR I CHLOROETHANE u □/L Not Det 1
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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Bold Research Labs
Incorporated
ANALYTICAL TESTING & CONSUL TING SERVICES
Ram Le at her cl.?eBOX 31486 •CHARLOTTE.NC 28231, TELEPHONE [phone], FAX: [phone]
Pace: 2
October 28. l'l'Jl.
HALOGENATED VOLATILE ORGANICS
1.1.2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
VINYL CHLORIDE
CHLO ROE THANE
CIS-1.2-DICHLOROETHENE
ETHYLENE BROMIDE
!PE
MTBE
BENZENE
TOLUENE
ETHYLBENZENE
XYLENE
(continued):
uc/L
uc/L
uc/L
uc/L
u □ /L
,.,□ /L
u □/L
uc/L
u □/L
u □/L
uc/L
uc/L
uc/L
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
171
Not Det
Not Det
2'J
Not Det
Not Det
Multicomoonent analvsis: AROMATIC VOLATILE ORGANICS
BENZENE
CHLOROBENZENE
1.2-DICHLOROBENZENE
1.3-DICHLOROBENZENE
1.4-DICHLOROBENZENE
ETHYL BENZENE
TOLUENE
XYLENE
METHYL-TERT-BUTYL ETHER
ISOPROPYL ETHER
,.,□/L
uc/L
uc/L
,.,c/L
uc/L
u □/L
u □/L
,.,c/L
uc/L
u □/L
Not Det
Not Det
Not Det
Not Det
Not Det
Not Det
29
Not Det
Not Det
171
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
------------------------------------------------------------------------
Comments:
water from seotic tank clean out
Please advise should vo1J have □uestians concet'nino these data.
Resoectfullv submitted.
Gradv W. Burcin
Laboratorv Manaoe1'
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANAL YTtCAL TESTING & CONSULTING SERVICES
P.O. BOX 31486 • CHARLOTTE, NC 28231 • TELEPHONE (704) 527~183 • FAX: [704) 525-0409
October 28. 1'3'31
Ram Leather Care
Attn: E. Cliff Worlev
15100 Albermarle Rd
Charlotte. N. C. 28227
Dear Mr. Worley:
Below are results of analvsis of 3 samoles received for examination
on Au □ust 1. 19'31:
Cust □■er Code: RAM Ph one Number: ( 704) 545-9737
LAB I.D. AA07201 Bold ID Number G126Hl-3 Bold Customer Number 6745
Collection Date: 08/01/'31 Collection Time: 12:30
Submittal Date: 08/01/91 Submittal Time: 14:52
Custo~er Samele I.D#: RL WELL HEAD ------------------------------------------------------------------------
TEST
PARAMETER
UNITS TEST
RESULT
DETECTION
LIMIT
------------------------------------------------------------------------
Mr.1lt icomoonent analvsis: HALOGENATED VOLATILE ORGANICS
BROMODICHLOROMETHANE u □/L Not Det I
BROMOFORM uo/L Not Det I
BROMOMETHANE u □/L Not Det I
CARBON TETRACHLORIDE u□/L Not Det 1
CHLORDBENZENE uo/L 2 I
2-CHLORDETHYLVINYL ETHER u□/L Not Det ·1
CHLOROFORM ll □/L 26121 I
CHLO ROM ETHANE uo/L Not Det 1
DIBROMOCHLOROMETHANE u □/L Not Det 1
1.2-DICHLOROBENZENE u □/L Not Det I
1.3-DICHLOROBENZENE u□/L Not Det 1
1.4-DICHLORDBENZENE u D /L Not Det 1
DICHLORODIFLUOROMETHANE u□/L Not Det I
1.1-DICHLOROETHANE uo/L Not Det I
1.2-DICHLOROETHANE uo/L Not Det I
1.1-DICHLOROETHENE uo/L Not Det I
TRANS-1.2-DICHLOROETHENE u □/L 21 I
1.2-DICHLOROPROPANE uo/L Not Det 1
CIS-1.3-DICHLOROPROPENE u □/L Not Det I
TRANS-1.3-DICHLOROPROPENE IJ □/L Not Det l
METHYLENE CHLORIDE IJ □/L l '3 l
1. 1.2.2-TETRACHLOROETHANE uc/L Not Det l
TETRACHLOROETHENE u □/L 578 1
l. 1. 1-TRICHLOROETHANE uo/L 2 I
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE f704) 527-4183 • FAX: £7()4) 525-0409
Ram Leather Care
Pace: 2
October 28. 1'3'31
HALOGENATED VOLATILE ORGANICS (continued) :
1.1.2-TRICHLOROETHANE u □/L Not Det 1
TRICHLOROETHENE u □/L 124 1
TRICHLOROFLUOROMETHANE u □/L Not Det 1
VINYL CHLORIDE u□/L Not Det 1
CHLOROETHANE u □/L Not Det 1
CIS-1.2-DICHLOROETHENE u □/L Not Det 1
ETHYLENE BROMIDE u □/L Not Det 1
IPE u□/L Not Det 1
MTBE u □/L Not Det 1
BTEX u □/L Not Det 1 ------------------------------------------------------------------------
Custo ■er Code: RAM Phone N•.1mber: (704) 545-'3737
LAB I.D. AA07202 Bold ID Number G12&H1-3 Bold Customer Number &745
Collection Date: 08/01/'31 Collection Time: 12:30
Submittal Date: 08/01/'31 Submittal Time: 14:52
Customer Sam □le I.D#: WH WELL HEAD ------------------------------------------------------------------------
TEST
PARAMETER
UNITS TEST
RESULT
DETECoTION
LIMIT
------------------------------------------------------------------------
M1-1lticomoor.ent ~nalvsis: HALOGEr,ATED VOLATILE ORGANICS
BROMODICHLOROMETHANE ,.,□ /L 5 1
BROMOFORM u □/L Not Det l
BROMOMETHANE u □/L Not Det l
CARBON TETRACHLORIDE UCJ /L Not Det l
CHLOROBENZENE u □/L Not Det 1
2-CHLOROETHYLVINYL ETHER uo/L Not Det .1
CHLOROFORM u □/L 41 l
CHLOROMETHANE u □/L Not Det l
DIBROMOCHLOROMETHANE u □/L Not Det 1
1.2-DICHLOROBENZENE u□/L Not Det 1
1.3-DICHLOROBENZENE u □/L Not Det l
1.4-DICHLOROBENZENE uo/L Not Det 1
DICHLORODIFLUOROMETHANE uo/L Not Det l
1, 1-DICHLOROETHANE ,.,o/L Not Det 1
1.2-DICHLOROETHANE l\□/L Not Det l
1. 1-DICHLOROETHENE u □/L Not Det 1
TRANS-1.2-DICHLOROETHENE u □/L Not Det 1
1.2-DICHLOROPROPANE uo/L Not Det 1
CIS-1.3-DICHLOROPROPENE u□/L Not Det 1
TRANS-1.3-DICHLOROPROPENE uo/L Not Det l
METHYLENE CHLORIDE u□/L 8 1
1. 1.2.2-TETRACHLOROETHANE uo/L Not Det 1
TETRACHLOROETHENE uo/L 8 1
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 • CHARLOTTE, NC 28231 • TELEPHONE {704) 527-\183 • FAX: [phone]
Ram Leather Care
Pace: 3
October 28. 1991
HALOGENATED VOLATILE ORGANICS (contin'-led):
1.1. 1-TRICHLOROETHANE uc/L Not Det 1
1.1.2-TRICHLOROETHANE uo/L Not Det 1
TRICHLOROETHENE uc/L Not Det 1
TRICHLOROFLUOROMETHANE uo/L Not Det 1
VINYL CHLORIDE uo/L Not Det 1
CHLOROETHANE uc/L Not Det 1
CIS-1.2-DICHLOROETHENE uc/L Not Det 1
ETHYLENE BROMIDE uo/L Not Det 1
IPE uo/L Not Det 1
MTBE uo/L Not Det 1
BTEX uc/L Not Det 1 ------------------------------------------------------------------------
Custo ■er Code: RAM Phone Number: 17041 545-9737
LAB l.D. AA07203 Bold ID Number G126Hl-3 Bold Customer Number 6745
Collection Date: 08/01/91 Collection Time: 12:30
Submittal Date: 08/01/9'. Submittal Time: 14:52
Customer Samole I.D#: PAR OUTSIDEFAU ------------------------------------------------------------------------
TEST
.:•ARAMETER
UNITS TEST
RESULT
DETECTION
LIMIT
------------------------------------------------------------------------
M1Jlticomoonent analvsis: HALOGENATED VOLATILE ORGANICS
BROMOD!CHLOROMETHANE uo/L Not Det 1
BROMOFORM uc/L Not Det 1
BROMOMETHANE uc/L Not Det 1
CARBON TETRACHLORIDE uo/L Not Det 1
CHLOROBENZENE uc/L Not Det 1
2-CHLOROETHYLVINYL ETHER uc/L Not Det 1
CHLOROFORM uo/L Not Det 1
CHLOROMETHANE •.10 /L Not Det 1
DIBROMOCHLOROMETHANE uo/L Not Det 1
1.2-DICHLOROBENZENE uo/L Not Det 1
1.3-DICHLORDBENZENE uo/L Not Det 1
1.4-DICHLOROBENZENE uc/L Not Det 1
DICHLORODIFLUOROMETHANE uc/L Not Det 1
1.1-DICHLOROETHANE uo/L Not Det 1
1.2-DICHLOROETHANE uo/L Not Det 1
1. 1-DICHLOROETHENE uo/L Not Det 1
TRANS-1.2-DICHLOROETHENE ,,o/L Not Det 1
1.2-DICHLOROPROPANE uo/L Not Det 1
CIS-1.3-DICHLOROPROPENE ,,o/L Not Det 1
TRANS-1.3-DICHLOROPROPENE uo/L Not Det 1
METHYLENE CHLORIDE ua/L 9 1
1. 1.2.2-TETRACHLOROETHANE uo/L Not Det 1
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Ram Leather Care
Pace: 4
October 28. 1991
HALOGENATED VOLATILE ORGANICS (cont inuedl:
TETRACHLOROETHENE uc/L 7
1. 1. 1-TRICHLOROETHANE uc/L Not Det
1. 1.2-TRICHLOROETHANE uc/L Not Det·
TRICHLOROETHENE uc/L Not Det
TRICHLOROFLUOROMETHANE uc/L Not Det
VINYL CHLORIDE uc/L Not Det
CHLO ROE THANE u □/L Not Det
CIS-1.2-DICHLOROETHENE u □/L Not Det
ETHYLENE BROMIDE uc/L Not Det
IPE IJC/L Not Det
MTBE u □/L Not Det
BTEX uc/L Not Det
Please advise should vou have auestions concernin □ these data.
Resoectfullv submitted.
Gra.clL\ W. bUJ1~..:..
Gra.dv W. B•.ircin
Laboratorv Manacer
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
1
1
1
1
1
1
1
1
1
1
1
1
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SOIL BORINGS and WATER
LABORATORY REPORTS
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Bold Research Labs
Incorporated
ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
1--·•.t· t :1:: E. Cl l ff v::, ·:· ~-::-·.-
: ~ ~ 0~1 ~lbet·~at·lE ~d
Customer Code: RAM G~=~•
LAB I.D. AA08079 Bc~d 12
E ;:::~:.·:c,.= C.1 F !•:
!:, ~.:::•:7·.ei;.-,E ._. h~.: ,::
:~~~BG!~ ~~-1i~~C~i~OR1D~
l . .::.-c rc~,;_o~::j[~[l~ZE!"lE
l a :?:-DI CriL..C1 P.or.: r-~ z E:-'.::
:.. 4-DIC~!:_OROEENZEr:~
DICHLORC~IFLLJQRQ~[THAN~
1. 1-DICHLOROETHAtJE
1.2-DICHLOROET~ANE
1. 1-D ICl~~'=•FC'ET•'E! ,E
TRA\IS-1. 2-[1: c:·!-!LD:=::ci==ih~r,!~
1:2~DltriLOROP~OP~l·'.E
C!S-1.3-L!C~LORQPRO~•~r(~
TRANS-1.2-DICh~OROP~□PENE
~~T~~YLEN~ CH~ORlDC
1. 1. 2. C:'-TETF:HCHLOf'DETHHt✓E
TETRPCHLOROET~iE~.:~
Cf .C: 1
·.:~/kr:
,_,, □ / j-:; □
'-'· □ / ~ □
l_'.Q / IJ. C
I_'.'::/ k □
1_:_ O ,' P. C
".l= I~'.~
1_1.8/l-:o
,_:_ C! :' 1-: C;
·-t~/~c
•_to/ k o
'.'.~/I-:~
:J::::: /\-: C
u □/ko
uo/k~
uc;/k □
1_to/ko
u □/k~
TE'.=T
i:.,:: .. c.:• 1: T . ·----'
0 RGC.:r~ I c~
\).-.... I; [~t
~,; :·t DEt
r·, =: = ,, t
~; :,t [,o+
t·,.: t. Di;t
r,!:: t [,e1:.·
f•i .-.... • -C [, (: t
~-lot Det
i-: .:-t Let
:-.: C; -t L-2t
j•,: a !-[,~ t
N~t I\et
N:•t Det
Nc,t Det
I'~ C· ': Det
~~ ~t Det
p; .,, t Dat
riot Det
1,~ ::-t Det
r~a t Det
Nc•t Det
Not Det
Net Det
2~=;84
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
[·::::-:: ~ !J~·-.:
I : '< l T
i ,-,. ...,.,
.;. .... -
10~'
10('.1
1 :Z,,i~l
1 C,:iJ
100
1 [1!2•
1121 121
1 131?t
100
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ANALYTICAL TESTING & CONSUL TING SERVICES
Ram LE at t-, er C2f'rOtSOX 31486 •CHARLOTTE.NC 28Z31 • TELEPHONE (704) 527~163 • FAX:. {704) 525-0409
Paae: 2
OctotEr 30. 19'l1
HALOGENATED VOUH!LE ORGANICS (cont ir:1.led):
1. 1. 1-TRICHLOROETHANE u □/ko Net Det
1.1.2-TR!CHLOROETHANE 'J.□/ku Not Det
TRICHLOROETHENE u □/ho Nut Det
TRICHLOROFLUOROMETHANE •.to/ k □ Not Det
VI 1-JYL CHLORIDE IJ □ / k □ ~~Gt Det
I~·E 1.t □/k □ Nc·t [,et
t"'.TBE l.t □/l-,:□ I,,: t Det
PTC:X uo/ko N~t Det
M!NERRLS s1:•JF.ITS mo/~~□ es.0
1 (lt2:
10:Z:
!OC.
10,~
10~
10:2\
1 iz~0
100
.5
------------------------------------------------------------------------
Commer.ts:
borino neat· tank oad.
Customer Code: RAM Ph~~e N1lrn~2r·: (704) 545-~7~7
LAB I.D. AA08080 Ecld !D Number G2S2~-21 Eold Cust~rnE~-N~~b~~ S?~~
c~llectio~ Date: 0g;18/Sl cc:le=~iGG Time: 14:20
S·.tt~itt2l [·~te: 0S/20/~l ;~t □itt2l ~-i~e: 02:0S
Cr.\stcrr.~·r· Sarr.=•le I. Df':: B-1. 10' ------------------------------------------------------------------------
Tl:~-T
~•Af-::AIT'\ETEF:
TCST
R:=:SULT
------------------------------------------------------------------------
I ~·Jltic0~c0~ert 2~2lvsis: HALOG[N~:T[D VOLATILE ORG~NICS
t:!:/kc
'-~□/~.□
l.l □/1--;Q
u.u/1-:□
1.\U/k □
'.\DI k □
1.10 / ~ D
uo/ko
•.:□I~'. c
1.l □/ko
1-1.0/\.-:□
ua/ko
uo/ko
u □/ko
u □/ko
1.\0 / k D
1~0 / k D
l.l □/k □
IJ □ /k:J
1.1.0/ko
IJQ/h:Q
1.1 □ /kn
I-let Det
Nc-t Det
Nc·t [•et
~-lot Det
Net Det
Nc•t Det
t~c-t DEt
tfot Det
~~-:-t D•?t
tfot Det
r<e:t Det
Nc,t Det
Not Det
Not Det
l,ut Det
Not Det
Not Det
Not Det
l·<ct Det
Nut Det
Net Det
Not Det
I
I
H
I
ffl
E ~:IJ'.·'.OF Ct ~:l•l
EF:O!f"iCMETH1~:~E
CARSON TETRACH~ORIDE
CHLOF:DEEf\Z Er'-!E
CHLfJROlTH~ic,JE
2-CH~ORDET!-{YLVINYL ETHER
CHLO~:O"OR:,,
DIBROMOCHLORO~~THA~E
l.2-D!CHLORD2ENZENE
1.3-DICHLOROBENZEl~E
1.4-D!CHLOROBENZENE
DICHLORODIFLUOROMETHANE
1. 1-D I CHLOROETHAl"E
1.2-DICHLOROETHANE
1. 1-DICHLC•RCETHENE
TRANS-1.2-D!CHLORCETHENE
l.2-DICHLOROPROPANE
CIS-1.~-DICHLOR□PROPENE
TRANS-!. :O-DICHLOROPROPENE
~ETHYLENE CHLORIDE
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
1 (1C1
~ (HJ
1 ('Hj
· 1 (:ci2!
.100
1 (.'l 0
10t?J
10121
100
100
100
100
100
100
1.01?1
ll2t0
100
10121
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Bold Research Labs
Incorporated
ANALYTICAL TESTING & CONSULTING SERVICES
Ram Le at her C J,0,!JOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527-4183 • FAX, {704) 5254<09
Pace: 3
October 312\. 1991
HALOGENATED VOLATILE ORGANICS (continued):
1. 1.2.2-TETRACH~OROETHA~E
TE-TRACHLOROETHENE
1. 1. 1-TR I CHLOROETHANE
1. 1.2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHL□ROFLUORO~ETHANE
l.'!NYL CHLORIDE
IPE
MTEE
BTEX
MINERALS S!=IRITS
u □/k □
u □/ko
•.to I k D
u □/k □
Ua/ko
1.1,0/k □
1.1.0/k □
u □/ko
uc/ko
u□/1--'.□
r.i □/k □
Net Det
2868
Net Det
Not Det
Not De t
Not Det
Net Det
Net Det
t\J,:,t DEt
Nc,t De t
7. 12\
112\0
101l•
1~10
1012\
100
1 e1121
1 0iJi
10(~l
~ 01zi
1 Qll~l
------------------------------------------------------------------------
Cc,r.:r.:er:ts:
~orinc neer tank 02d
Custo ■er Code: RAM P~.or-:e N,.:_r,=,e~·: {70-4) '::·~-5-S727
LAB I.D. AA08081 Fcl~ ID N:!mbet· G3g8H-21 Bal~ c~sto~e~-N·~~bet· S7~S
Cc!le=tic~ Date: 0~/18/~1 CcllectiG~ Ti □e: 15:00
EJbmitt2i ~ate: 0S/20/Sl
Ci.lstc·r..2"r'' Eamole la Cr#: B-1. 15' ------------------------------------------------------------------------
TE:C:T
~•ARAMETER
TEST
RESULT
LETECT l or-~
LI t'r~ IT
--------------------------------------------------------------------------
~1J!ti=c~oonent analvsis: HALOGENATED VOLATILE ORGANICS
ERQl1GCIC~LORD~ETH~NE
2 R~1~DFOR!'1
CA~BON TETRACH~ORIDE
Ci-:L..QROE E~JZ ENE
C!-::...o RC1E::T ~i:1:,~E
2-C!·'.LOR:OETHYL') ! NYL ETHER
CHLOROFORM
CHLOFiOl~ETHANE
DIBROMOCHLOROMETHANE
1.2-DICHLOROBENZEl~E
1.3-DICHLOROBENZENE
1.4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1.1-DICHLOROETHANE
1.2-DICHLOROETHANE
1. 1-D I CHLOROETHENE
TRANS-1.2-DlCHLOROETHENE
1.2-D!CHLOROPROOANE
CIS-1.~-DICHLOROPROPENE
•~~.•k~ ~0t [•et
,_:,c/k □
1_1,0/ko
l.\:J / k O
1Jo/ko
u □/1-:□
uc/i-<o
IJQ/\-:Q
uo/:--:o
u □/ko
1.10/ 1-:: 0
1.1.□/k □
l.l □/k □
1.•.0/k □
•.to/k □
:.i.□ / k □
UD / k D
•.i.o/ko
1_:0/k □
•~□ I k o
Not Det
!-.Jct Get
r~ut L12t
Not DEt
Not [•d
Not Det
1-Jc,t Det
~\ct Det
Nc,t Det
Not Det
~,at Det
Nc,t Det
Not Det
Not Det
Not Det
Not Det
N-ct Det
Not Det
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
! (',
10
· 1 Cl
1 ~'
! ,:,
10
10
1 C•
1 (1
10
10
10
10
112\
10·
10
1 ('l
10
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( 13old Re~~0~!Ch Labs]
ANALYTICAL TESTING & CONSULTING SERVICES
Ram Le at r. er C.sP,Oaiox 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAlt [phone]
Pace: 4
October 30. 1991
HALOGENATED VOLATILE ORGANICS <continued):
TRANS-1.3-DICHLOROPROPENE uo/ko
METHYLENE CHLORIDE uo/ko
1. 1. 2. 2-TETFCJ'<C:cic..OROETH>'l'!E uo/ko
TETRACHLOROETHENE uo/ko
1. 1. 1-TR I cH:._QF;[;ETHH~~~
1. 1.2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
,, I NYL CHLO F: I DE
IPE
!",:EE
BTEX
t~INEFHL'::, S!="·lRITS
uo/1--'.c
lJ □ / ~; □
lJ0 /i-< 0
i.to/ko
IJO/~{Q
1.t □/k □
IJ!J/!-<□
1.:.C!/Ko
mo/ko
Not Det
Not Det
N·ot Det
28
Ncot Det
Not [,et
Not Det
Not Det
Net Det
~!at Det
t\e:t D~t
Ni:t Det
4.0
10
10
10
10
10
1 Q',
10
10
10
1 0.
10
:0
------------------------------------------------------------------------
Co!:'.r.:er.t s:
borino nea~' tank oad
Customer Code: RAM Ph::~:E r·~1.trr:!::::-€t"! (70-'r) 54=:.-s7:::,.7
LAB I.D. AA08082 Bold ID N·.1~ber G3~3~-21 Bcld C,.tstc~~~ N~nb5~ ~-7~~
Collection Date: 0g/18/91 [Glle=tion Ti~e: 15:20
SiJbmitt~r DatE: 0~/21~/Sl
c~15tomer Sarnole I.D#: B-1.20'
TE':O T
l='H RH~l::::T ER
UNITS
~ultico~~o~e~t a~alvsis: H~LOSENATED VOLATILE ORGANICS
I? ~:Ot":OD ! C.1-:LDR:Jt<C:::T:-h:.iriE
E~::Jl<DFOR!,,:
E.ROr':DMC:THHf'~E
CP..~E.CJN T!::."TKACt1LDt~ ID~
CHLOROBENZEr~E
CHLOROETHAr,iE
2-CHLOROETHYLv:rJYL ETHER
CHLOROFORM
C'-lLOROi"ETHAI JE
DIBROMOCHc..OPO~!ET'-l~NE
1.2-DICHLOROBENZENE
1. 3-DICHLOROEEr,ZENE
1.4-DICHLOROBENZENE
DICHLORDDIFLUOROMETHANE
1. 1-DI CHLOROETHAt,JE
1.2-DICHLOROETHANE
L 1-DICHLOROETHENE
~RANS-1.2-DICH~OSOET~~~~
1_•.c /kc
u □/ko
uo/1-.:□
1.'.C I k C!
l.'.::J / I-: .:::3
l_lD / ~'. 0
1_·.□ /l-'. C
'.\D/ko
uo/ko
u□/k □
u □/ko
'-',□ I k D
1_:0/k

□

·.t □/k □
1.\0 / l{D
:_·.[i/k □
N~t DE-t
Net [ie t
Net Det
~bt Det
~,ct [;et
Not Det
~kt Det
Nc•t Det
Not Det
Not Det
Not Det
Not Det
r•.)ot Det
t~c,t Det
Nwt Det
J\lc,t Det
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
r.c:ccrror·!
LIMIT
~ C)
1C:
10
10
10
10
10
10
i0
10
10
10
10
10
10
10
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ANAL YTJCAL TESTING & CONSUL TING SERVICES
Ram Le at her C;f194lQX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FA)C (704) 525--0409
~·ace: 5
October 30. lSSl
HALOGENATED VOLATILE ORGANICS
1,2-DICHLOROPROOA~E
CIS-1.3-DICHLDRDPROPENE
TRANS-1.2-DICHLOROPROPENE
METHYLENE CHLORIDE
1. 1.2.2-TETRACHLOROETHA~lE
TETRACHLOROETHENE
l. 1. 1-T F. I CHLO ROETHHNE
•. 1.2-TRICHLOR □ETHANE
TR 1 C!-ii_OROETHEt·~E
TRICHLOR□~LUOROMETHANE
'JHNL CHLORIDE
!PE
~•1TEE:
ETEX
:'~: t·~EFS-1~S Si="· IR I TS
(continued):
IJ □ / k 0
,.,□ I k □
uo/kc
u □/ko
1_;0/ko
1.l □ / ~ □
1.1.0 / k 0
•.lo/k □
1.l □/k □
uo/1-:□
uo/k:3
•.•.o/ko
'.•.c/kc
U:J / k o
mo/s.o
Nat Det
Nat Det
Not Det
Nat Det
Nat Det
Not Det
Net Det
Not Det
Nat Det
Not Det
Net Det
Not Det
Net Det
Not I:Oet
-------------------------------------------------------------------------
Cc~:,er:: s !
bo~·in □ rea~-ta~k cad
Customer Code: RAM Phone N·~sbeY:
LAB I.D. AA08083 Sold !D Nu~ber
Ccllectian Date: 0~/18/Si
~·.:t~ittal Cate: OS/20/Sl
Cu~~ome~--~a~ole !.D#: B-1.24'
,: 704) =-~ =,-r=_:1737
c:~E~-2: Ee!~ C-~s~0me~-
Ccllec~icn Ti~9: 1;:00
S1ib~itt~~ Ti~~: 02:C~
-----------------------------·-------------------------------------------
TE'.::T
PHP.~WIETER
UNITS TEST
RE~-UL T
DE'TC.CT~Or<
LI !"!IT
-------------------------------·-----------------------------------------
Mwlticocoa~ent a~alvsis:
BRO~O[!C~LDror~ETH~!·l~
B0:~'.·;o=ci:'.r"I
E S:C':<~~<ETi-:i=,:<E
CRRBO'.~ TETRACH~OR~DE
CHLOROBDJ Z Et',E
CHLOROC:H-:,4:,E
2-CHLOROETHYLVINYL ETHER
CHLOROFORM
CHLOROt0 ETHi:,fE
DIBROMOCH~O?OM~T~ANE
1.2-DICHLOR □BENZENE
1~3-Dl[HLO~osi~ZE~~E
1.4-DICHLOROBENZENE
D!CHLORODIFLUDROMETHANE
: • 1-D I CHLOROCTHRt,JE
1.2-DICHLOROETHArJE
HRLOGENATED VOLATILE
:.=.c ,' k o
l,I. □ / k :i
1.\0 / 1--: C
!.tu/ k □
IJO / h: 0
1_'_iJ/ko
l.l □ / k C
,.,.o/ko
1.~0/k □
•.: o / k □
i.to/k □
uo/ho
u □/ko
1_1.0/ko
uo/k □
uo/ko
ORGR's!CS
t-.{e,t De~
r,:ot Det
!,~-:) t Det
Not Det
Nc,t Det
t'~:, t Det
t·4 c-t Det
Not Det
~ ~ C: t Det
t,o t Det
t·Jot Det
~~ot Det
Net Det
Not [,et
Net Det
Not D2t
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
· 1 iZ:
1 ,.,., -''--
• I
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D
m
m
Bold Research Labs
Incorporated
ANALYTICAL TESTING & CONSUL TING SERVICES
Re,. m Le at her CcP'IO.EBOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527-4183 • FAX: [phone]
Pa □e: E,
October 30. 19',1
HALOGENATED VOLATILE ORGANICS
1. 1-DICHLOROETHENE
TRANS-1.2-DICHLOROETHENE
1.2-DICHLOROPROPANE
CIS-1.3-DICHLOROPROPENE
TRANS-1.3-DICHLOROPROPEl~E
METHYLENE CHLORIDE
1. l. 2 ... 2-':ET~:ACHLOROETHA~·-!E
TETRACHLOROETHENE
1. 1. >Tc:JCHLORCJETHANE
1. 1.2-TRICHLOROETHANE
TR I CHLOROETHEr,JE
TRICHLOROFLUGROMETHANE
<.'It·tYL CHc_OF:!DE
IPE
t<::·.:::
B'.E)'.
t'r'. I r<Er-:,HL.S S.C· 1 HI TS
(continued):
u□/ko
u□/k □
uo/k □
l.l□/k □
uc/k □
uo/ko
uc/1{:J
u □/k □
u □/ko
,.,o/k □
uo/k □
•-i □/k □
u □/k □
1_1.0/1-'.□
1.',C /)-: 0
l_l.~ / k [!
c,o/k □
Not Det
Not Det
Not Det
Not Det
Not De t
h!cf; Det
N-:t Det
1'3
fkt Det
Not Det
Not Det
Not Det
~~ut Det
~kt Det
Nc·t De t
r,!~t Det
1. ,z,
------------------------------------------------------------------------
Comr.:e,;t~:
bo,·i~2 nea,~ tank oad
Custo ■er Code: RAM Pt--.o-:-:e N1.'.r.:::-e·,·: ,:704; 1545-:172-7
LAB I.D. AA08084 E-0!d ID N·.•.r.:'::e~-G~S2-H-~i Bs:C c:,_,.st:~e:· N=.tn=c:·,-t/L:::
Collection Date: 0S/lg/91 Cclle=ti~~ Ti~2: 10:00
s~t~itt~l D~te: 0~/2C/S1
Cu~to~e1· Samele I.D#: B-2.5' -------------------------------------------------------------------------
TE~-T
~1P.RH~,,:~TER
ut.ITS TEST
~E~-UL.. T LIMI"T"
------------------------------------------------------------------------
t:•.1.lt icor:i~orie:1t 3neo.lvsis: Ht=1LOGE~~~iTED vrn _ _r~; I LE ORG;:V-1 I CS
BROKODIC~~OROt~ETH~!~E ._1.c / }-': C t,~ C· t Det : 1?·
E !"Q:,10""0~"'. i_:.o / k □ r,: :,t [•et :c.
BROMOMETHHNE r.1 □ik □ r-.;.:t C·E t 10
CARE,□:·~ TET F<HCr-·'.L..O~ I CE ;_i.~/ko NGt Det 10
CHLOROBENZEl!E u □/ko NGt Det :c
CHLOROETHAt,E llC! / k □ tfot Det 1 Q1
2-CHLOROETl~YLVIt~YL ETl-'EF: IJQ /1-: C ~-~ ,:. t Det 10
CHLOR0"0":M uo/k □ Not Det 10
CHLO ROM,:THR!·iE uc/1-:c Net Det 20
DIBRO~OCHLORO~ET~AN[ •_1.0/k □ Not Det 10
1.2-DICHLORDBENZENE 1.10/ko Net Det ~ ;".', a'
1 • .3-D1 CH~CIF:OE:NZEnE ,.,□/ka ~~ot Det 10
1.4-DICHLOROBENZENE 1.10/ko Not Det 10
DICHLORODI~LUOROMETHANE •.1.0/ko Not Det 10
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
I
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ANALYTICAL TESTING & CONSUL TING SERVICES
Ra_ m Le at he t"" Ca1r9~X 31486 •CHARLOTTE.NC 28231 • TB..EPHONE f704) 527--4183 • FAX: [phone]
Pace: 7
October 3121. 1991
HALOGENATED VOLATILE ORGANICS
1, 1-DICHLOROETHA~E
1.2-DICHLOROETHANE
1. 1-DICHLOROETHE~E
TRANS-1.2-DICHLOROETHENE
1.2-D!CHLOROPROPANE
CIS-1.3-DICHLORO~•ROPENE
TRANS-1.3-DICHLCROPRO~•ENE
METHYLENE CHLORIDE
l. 1. 2. 2-TETRACHLOROETHA!'>/E
TETRACHLOROETHENE
, . , . 1-T r, l Cf~L_OROETHAt,JE
1.1.2-TR!CHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUORO~ETHANC
VI ~~':'L CHLO RI [iE
T r,C' ... r-.,_
t•::E.::=:
BT~X
~:I\:Er,;:i:i~=-Sl='lRITS
(cont ini.ted):
1.tc/1-':□
uo/ko
1.1c /ko
LL □/ k □
uo/k □
uo/ko
uo/ko
u □/k □
'-'c,/k □
I.'.□/ k 0
uo/ko
Lt□/ k a
. uo/k □
!JO/ k □
uc/kc
u □/ko
•.,co/kc,
me/I--□
Not Det
Not Det
Not Det
Not Det
Net Det
Not· Det
N~t Det
Not Det
~~c.t Det
15
Net Det
Not Det
Not Det
Net Det
t,kt Det
r-.:1:it Det
r·-L:-": Det
Nc,t [iet
10
1 e:,
111!
10
10
10
10
10
10
10
10
10
10
10
1 e:
1 lZl
---------------------"---------------------------------------------------
Customer Code: RAM Ph~::e t\•.:r.:be·r·: [phone]
LAB I.D. AA08085 P.Gld ID r-..J 1.1.mbe~-C=2c:~e~-~::::1 Eclc::'. C·.t-:.tcmc::':"· t,~•-1.rt-=,-~/L:5
C~llection D2t~: 09/19/91 Collecti~~ Time: 10:30
s,~~~itt~l D2te: 0S/20/Sl
C•.•.sto □er Sa □ole I. D*t: P.-2. 10'
TEST
l="'P.F=:HMC::TER
Multi=o~oo~ent analviis: HA~OGENATED VO~ATILE
P.ROMODICHLORO~ETHANE uo/ko
ERO~QFORM '!C/k □
BROMOMETHANE u □/k □
CARBON TETR~CH~ORIDE uo/k □
CHLOROP.ENZENE
CHLOF:OETHANE
2-:--CHLO.ROETHYL'...1 n-r·t'L ETHEF:
CHLOROFORM
CH;_QROMETHH~~E
DIBRO~OC~LO~O~'.~T~lA~E
1.2-DICHLOROBENZENE
1.~-DICHLOROB~!~ZENE
uo/k □
,.:□/kn
:_,_e: / k o
,_1.0/ko
un/ko
•.'.c/kc
u □/ku
TEST
RES1J~T
CRG~INI CS
N·:·t · Det
Mat uet
t\!e; t Det
Nut Det
t,ot Det
Nc,t Det
r~ c-t Det
N :it Det
Net [•et
Nt•t Det
N,:t Dct
N·:it Det
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
DETCCTI □r·,,;
LIMIT
10
I
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I
ANALYTICAL TESTING & CONSUL TING SERVICES
Ram Le at her CcPrOS30X 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527-4183 • FAX: [phone]
i:·a □e: 8
October 30. 1'391
HALOGENATED VOLATILE ORGANICS
1.4-DICHLOROEENZENE
DICHLORODIFLUOROMETHANE
1. 1-D I CHLOF:OETf-:A!<C::
1.2-DJCHLOROETHANE
1. 1-D I cr.:_oRD::::THEi,a:
TRANS-1.2-DICH~ORO[THENE
1.2-DICHLDROPROPANE
CJS-1.3-DJCHLOROPROPENE
TRANS-1.3-DICHLOROPROPENE
METHYLENE CHLORIDE
1. ~. 2. 2-TET;::.~c!-:LDR0ETHHr··~=
TETRACHLOROETHENE
l. • .1.. l-TS.1:1-!LOFOETHA!~E
1. 1. 2-TF::C!-lL..Or-GE::THrl;~E:
Tr:. I CHL.O~,OC:lHEt,!E
TRICHLOROFLUDROMETHANE
tJ I l<.':"L CHLOf: I [·E
Ii:·E
>:"":EE
E'.EX
r--:Ir·~c:r:,;::--i'....S :;:.;:•r PITS
(cont ir1ued):
1.10/ko
•.t □/ko
•.c □ /kc
uo/ko
uo/k □
l.l □ / k □
IJ O / k D
1.to/ko
:.i.o/ku
1.1 D / k O
1.1c/)--:c
'-l □/ko
1.1.cik □
uo/k □
uc/k □
l.l::J / k D
1JO / k C
'.to/ k □
·.,c I k □
mo/!-·.c
Net DE t
Not Det
~--~-:-t Det
N:it Det
riot Det
Not Det
Not Det
Not Det
t-:ct Det
Not Det
Not Det
52
Not Det
Not Det
Not Det
Ne:t Det
N-2t Det
Not I•et
rJct D=t
N·:-t D12t
i. 1
10
10
10
1('1
1 Q:
10
10
10
10
10
1 Q"1
10
10
1 C·
10
---------------------------------------------------------------------
Customer Code: RAM Phc,;-,e t·~:_'.r..bc·.-: (7:z.0·1: 54=-~7;::.7
LAB I.D. AA0808E, Bold J[, l·brr,:,e·,-52921-'-21 ccld [,_:stoce,-l,'_:c:::·· ,-:,,:,s
Co:lection De.-tE: 01:'/1Si/'.:il c~~l~::ti::, Tir.:~: 11:00
S:Jbmitt~l Dats: 0~/20/Sl
C•.•.-=:tcr.e':'" Sa.~ole I. [i;;': B-2. 1'5'
TES:
~•H;-:~'.-':E:. ":~ ~
UNITS
Mi.\ 1 ti CG m ~-C•:": e:it <;,7"",alvsis: ~PL.OC:,E\!r.iTED VOLATILE
E ROM OD IC ~:...Of=C-tl".[T!··'.P.i-..:E IJQ /l-: Q
ERO:':OFOR:•, l.lG / k □
E,ROt-.OMETHRl·JC 1.t □ / 1-< o
CARP.ms TETRACHLORIDE ,.,w/~~
CHLDRDEENZENE L.t □/k □
CHL.OROETHRl,E l.t □/k □
2-CHLOROETHYLV!NYL ETHER r~tc/k □
CHLOROFDRI•, i.t,□/ko
C !-i~O RO'.r~'.:::T~:H!'JE i_l.C /1-< C
D!ERO!~OCHL.ORO~~THANE !.'.□/ 1--: □
TE:::T
F:ESULT
ORGR!·-!I CS
Net Det
Not Det
Not Det
r~ot Det
Not Det 1, o t Det
Nc-t Det
t,ot Det
Not Det
Not Det
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
·L'ETCCT ! or-~
LI'.~: T
10
1('1
,0
10
10
10
10
10
10
10
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
m
m
ANALYTICAL TESTING & CONSUL TING SERVICES
Ram Le at her C£1:JeJOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527--4183 • FAY.: f704) 52:5--0409
Pace: ':i
Octobe,· 30. 1'391
HALOGENATED VOLATILE ORGANICS
1.2-DICHLOROBENZENE
1.3-DICHLOROBENZENE
1.4-DICHLOROBENZENE
D!CHLORODIFLUOROMETHANE
1. 1-DJCHLO~□[TliA~~
1.2-DICHLOROETHANE
1. 1-D!CHLOSC~T~iE~JE
TRANS-1.2-L!C~l~OROETHENE
1.2-DICHLOROPROPANE
CIS-1.3-DICHLOROPROPENE
TRANS-1.3-DICHLOROPROPENE
METHYLENE CHLORIDE
1 ••• -· 2-TE;F.i:i:::--::._oF]E":HHhiE
TETRAC~~~ORO~T~ENE
.... 1. 1-Tr. IC!·'.L:J:'DETl-:i=:t<:"::
1. 1. 2-T!==:IC~L.O~'.OE.~HRr·-~E
TF. I CHLC:F=•E-:-i-;Ct~E
TRICHLOROFLUCROMETH~NE
1) I r·~YL C!••:~c~ ! DE
I l=" !:
(cor,t inued):
uo/kc
uo/ko
u □/k □
uo/ko
'·'·" I 1-: C
1.\0 / 1--: 0
1.tc/k □
1 • .1.0/ka
u □/ko
uo/k □
u □/k □
uo/ko
IJO / k □
1.1. Q / i-: !J
•.•.o I k □
uc:;iko
;.'.C: I kc
=.:.c / !.; C
,_;_s/ko
r.:c/l-.c
Not Det
Not Det
Net uEt
Not Det
t\c·t Det
t~~t [•Et
Ncot Det
Not Det
Not Det
Not Det
~~ot Det
t,ot Det
t,:.:t DEt
Not Det
Net Det
N::it Det
Net uet
N,:-t Det
t-~ Ct [:et
~-!:-I: Det
~\);:.t [·Et
t·,ict [•et
< • '5
10
10
12·
10
10
10
10
1 Q,
10
10
~0
10
1121
10
10
10
1 IZ,
10
------------------------------------------------------·------------------
c~r.:r.:E-1,ts:
b~~·in □ ~e~t~ d~:m □ste~~
Customer Code: RAM P!-.o:-.e ~\-.•.m=::Et·: (70/,:• S4S-S727
LAB I.D. AA08087 Ei:,ld ID h:•;,rnb(·~-C:::;S2h-21 E.'c!d C•.'.stDn;·r· ~<:.r.::-~~-~7.:+::
Ce:lle-::tion De.te: 0CJ/1Si/<":!1 C-:,llecti:·r: Tir.,e: 1~:2:e:
51Jbrnittal Dite: 0S/20/Sl S 1JbmittEl ~i~e: C~:0S
c~stomer Samole I.D#: B-2.20, -----------------------------------------------------·---------------------
TEST
PA'iA~'ETER
UNITS TEST
RESULT
C·ETCC~-IO!"~
!... I~! T
--------------------------------------------------------------------------
M 1.t l t i corn c, c, r, er-, t o:-,al vsi s: HAL..DGE:'\r--1TED VOLATILE ORGRNICS
Bf~OMODIC~iLORO~~THA~E u.□ /~,c Net Det 10
BRO!".OFOF:'.~ u:i/kc: N~t Det 1 C"
E-ROr•~□r--,ETHAr·~::: 1.1.□/ko Net Det lC
Ci'.=iREO'.·J "T [T t':HCHL..O R 1 DE :_:o/k □ Not Det 10
Cf-'LOROBENZENE u □/ko Not Det .10
CHLOROETH;::NE l.'.:l I K:} Not Det 10
2-CHLOROETHYLVINYL ETr1ER IJ □ / I-: ::l t--~ Ct [·e: 1 C'!
CHLORO'""ORM u:::1/~o Not D£t 10
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
~ I
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ft
ANALYTICAL TESTING & CONSUL TING SERVICES
Re.-m Le 2. the r C~a30X 31486 •CHARLOTTE.NC 28231 • TELEPHONE (704} 527--4183 • FAX: [phone]
~-~ce: 10
October 30. 1991
HALOGENATED VOLATILE ORGANICS
CHLOROt'.ETHAr;E
DIBROMOCHLOROMETHANE
1.2-DICHLORDBENZENE
1.3-DICHLOROBENZENE
1.4-DICHLOR □BENZENE
DICHLORODIFLUOROMETHANE
1. 1-D I CHLDRDETHHNE
1.2-DICHLOROETHANE
1. 1-D I CHLOROETHEt~E
T RA:-~s-1. 2-D I C.:HL0F:0~THt:~ .;c
1.2-DICHLOROPR □PANE
CIS-1.3-DICHLOROPROPENE
TFAr~'.=.-1. 2-D I C!~LO ROP F:Oi=·EN[
~ETHYLENE CHLORIDE
1. 1. 2. 2-'.E:'~,HCHLIJG.C•::=-:-:---:1:.:·:~
7ETRACH~OR0£THENE
1. 1. 1-TR!Cl-~~080[Ti-ii:-1'.•'.E:
1. 1.2-TRIC~i~OROETHA~E
TR I CHLOROETHEr:E
TRICHLOROFLUOROMETHPNE
) : N\'L C~LO~ I DE
I ;::•c::
C'Jr:;mer-it s ~
b □l·i~G ~ea~~ du □~stet~
(continued):
I.ti:::/ k [j
l.l □/k □
uo/~<□
u □/1-:o
uc/kc
I_\ D / k 0
·.·.o/ f--'.c
•.1.c / ~: o
1.1.0 /\-; C
•..to/kc
u □/k □
1_1.0/k □
VGlh"□
'.'.CI k D
1_:c /kc
1.:c/ko
•.·.□/kc
;_to/k □
l.iO / ~:□
•.iO /\.-: D
l_!,O /1-< □
l.',0 / !-: :J
.-.~/kc
1_:. :J / 1-: 0
r.:c/ko
Not Det
Not Det
Not Dot
Nc;t Det
tfot Det
Nc:t. Det
!-l,:t C·.:t
Not uet
~~ct [•et
Not Det
Not [,et
N0t D~t
~kt [ct
Net De~
~\let I)Et
334
30
tfot Det
Not Det
ffot DEt
t<c:-t DE·t
Not Det
~~-:-t [·et
Not [!et
i:... • ..:,
Custo ■er Code: RAM ~,:-.o::e ~<·.1:.it:e·:·: (70Lr) 545-97:::,7
LAB I.D. AA08088 Es!d ID t~•~□ber· G2~2H-21 E:l~ s~~tc62t·
Collectio~ Date: 0~/1S/S1
s~:~~itt~l Date: 0~/20/S:
C1~Eto~e~ Samole I.D~: B-2.25'
TEST
PARAMETER
Mi.t l ti com DO ii E-r;t 2,r.alvsis:
BROM OD 1 [~-::....c1 :=;-:o'.~.ETHHt·~E
EROMO"ORM
2-qc,~□-~":::!1-:H\'.E
CARBO:,; TET;;:ACHLO?7:!DE
CH~ORGEENZENE
CHLOROETHAt,E
UNITS
.HH:....OG~NATED 'v1D'....AT I ~E
1_:c/!--:!:!
:.to/k □
,_1.0/ko
1-li::i/ko
u □/k □
•JD/ k :J
TEST
RESULT
O,lGANICS
Net Det
Net Det
Not Det
tJ::) t Det
Net Det
Not Det
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
10
10
10
10
10
10
10
: c-
1 t?l
10
10
10
10
10
10
DETECTION
LI~:IT
! Q,
1 c,
10
10
10
1~
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
D
ANALYTICAL TESTING & CONSUL TING SERVICES
Ram Le at h Er C~~X 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [704) 525-0409
Pe.□e: 11
October 30. 1':c51
HALOGENATED VOLATILE ORGANICS Cco~tinuedl:
2-CHLOROETHYLUINYL ETHEP uc/~c
CHLOROFORM u □/k □
CHLOROt'f.ETl-:At-~E
DIBROMOCHLOROMETHANE
1.2-DICHLOPOEENZENE
1.3-DICHLOROBENZENE
1.4-DICHLORDEE~ZENE
D!CHLORODIFLUOROMETHRNE
1. 1-D I Cf-'.LORC•ETf~A!·-1E
1.2-D:CHLOROETHANE
l. 1-CIC~~~OROETl-:ENE
TRANS-1.2-D!CHLORO~T~~~E
1.2-DICHLOROPROPANE
CIS-!.3-D!CHLOR0~1RO~EN~
T~At~s-:.~-[ICHLOROPRO~ENE
METHYL~~~ CHLQRID~
1. 1. 2. 2-T!::TF:PCt-!LtJRQET!-{H'.'J~
TETRQCH~OROETHENE
: • : • 1-TS: lJ:~·L .... CS:OCTl-:Af'~E
1. 1. 2-T"ICi-:~Ci;,:O~Tr1i=:~-:::
Th! C~'.L._Or-:CiET~::!·!E.
TR~C~LORO~~UQPO~~T~.0t~E
·: r t·~-✓L c:..JLOF I ei:::
~~":E-E
e.TE)'.
Ccrr.~er,t s:
~c~·in □ ~e~!~ d~rn □ster~
1.1.0/k □
r.:.c:/ko
,_,o/kc,
t.to/ko
U:J/k □
'.1.C / i-; C.
UC/~: 0
l.\U / i-< C
1.1.0/ko
i.~o/l-,;o
u □/~c,
1_;.c/ke:
i.t □/k □
1_,,c i 1-: ~
I}::;/ k :.J
·.-~/l-:c
·.\ :J / :-: ::;
Cust □11er Code: RAM ;:•:--,=,-,~ f·l•-•.r.:::e,-: (7'?',) 545-9737
t·-!:: t Det
Not Det
t·; ,J t Det
Not Det
t·fot Det
t-!Qt Det
N:t Det
Not Det
t·~ c, "'.: De~
Nc,t Det
Net Det
Not Det
Net Det
N•Jt [•et
~-~ ct Dct·
t-~ Q-: D:t
t·' ,-_ -1-
' ' -·-!:.·E:
t-..! Qt Det ~. ~,
r-.:ot Det
N:t [' ·= t
~ L:.,t ['et
N-:t I:: Et
(\l,J.. , ~ C [,et
:-~ :-"'; [-;;:
tfot [·et
< ~ ~
1 I}
10
10
10
10
112-·
10·
10
10
10
10
10
10
10
10
LAB I.D .. AA08089 P.:ilC IC· ~-:.·.n:ie~· C:~-1:<2'.~-:·: !:-:ld C·.tstcmer ~~,.~::::, E-.7.:,-::-
Callection Date: 0S/1S,'Sl [Gllec~i0~ ~~me: 0S:45
Eub~ittal Date: 0S/20/Si S=;b~ittal 7-i~e: 08:09
Customer Samole I.D#: B-1 WATSR
TEST
PARAMETER
~~lticom8onent analvsis:
SF:IJ!:;Q[; I CHLQROl"iETHH'.<::::
E~0!1':0:=-0F'.'.Y:
E, S:C~·1CH11ETHAt·~E
U'HTS TEST
RESULT
HALDGEN~TEC l □LATILE ORGA~ICS
~:=,'L Net Det
'-'-~ /L
•-·-~ /L ,_,c /L
l·/ot [,et
Net Det
Net Det
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
DETECT Iot..J
LIMIT
1
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
( Bold Re~~0~!ch Labs]
ANALYTICAL TESTING & CONSUL TING SERVICES
Ram Le at her Ccf')OffiOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527-4183 • FAX: f704) 525-0409
Pa □e: 12
October 20. 1'391
HALOGENATED VOLATILE ORGANICS
CHLOROBENZ El:E
2-CHLOROETHYLVINYL ETHER
CHLOROFORM
CHLOROMETHA~E
DIBROMOCHLOROMETHANE
1.2-DICHLOROBENZENE
1.3-DICHLDR□e~NZENE
1.4-DICHLOROBENZENE
DICHLORODIFL~□R□METHANE
1. 1-DICHL~ROETHANE
1.2-DICHLOROETHANE
1. 1-DICHLOROETHENE
Tr::.1:i.!--::.-~. 2-DIC:-'.:....OROETHE~·~E
1.2-DIC~i:...O~□~•RDPA~E
CI~-1.3-DICHLOROPRO~·::::t;E
TFANS-1.3-DICH~OROPR□r•E~E
M=T~YLEK~ Ci~LORIDE
1. !.2.2-TETRAC~~OROET~~~E
:'ET Rl=C H:....O i:;:1:)E T~~[~<E
1. 1. 1-TRIC:HL.DRDET~iA'.~E
: . ~. 2-TF I CHLOR.C.)i.::Tl-:~~>:~
TRIC~~~ORO~LUORO~ET~ANE
\1INYL CH'..-OF!DE
ci-::...o~OE"THHt·~E
c:s-1.2-~IC~~ORDETH~l~E
E~-:--i'·.fL-E;-~~ E ;=.-:-:-·. ! [·E
MTB'.::
I i:•z:
P,::::r-~ZEi~E
TOL.UEi·~[Z
E'.:-'.\!LP-E:::~--! Z E>.:E
XYLEt-:-=:
( c o:-,t i n•.,ed)
1_,c/L
l.lO /L
,.:□ /L
uo/L
l.'.LI /L
,.,□ /L
IJ □/L
u □/L
IJ.0 /L
•:.□IL
._,c /:...._
i:.o/L
t_; C / ;_
u □/~
•.i.c/L
,.,o/L
:_tc, " ~
,_,o /L
'.t.c /L
· •. c /L
=.•.c /L
·.:c /t_
IJ. c /L
._1.:::J/L
u.o/L
1_:w/L
,_,c/L
I_I.D /:......
!.tC/L
:.i □ /~
l.lU /L
i_t:: /L
:_\C /L_
t~c t Det
Not Det
N:•t Dct
Not Det
!'~Ct Dot
Not Det
r~ut Det
Neit Det
Net Det -.~ .::.c
t·,,; Gt Det
!'~ :,t Dd
13
Not Det
N-:-t Det
~<-:-t DE·t
78
~JG t Det
':12'0S0
66'i7
l 12
830
Not Det
t-~ ot I•et
Nc-t Det
~-! ct De:t
N-:t De-t
41::,
Net Det
~~ ot Det
13
Not Det
t-. -:.. ... ·-... Dst
1
1
1
1
1
1
-1
1
1
' •
1
1
1
1
1
1
:
' 1
1
' •
l
11:0
: G;:
---------------------------------------------------------------------------
Ci:r.ir.:e-:-,ts:
water~ f1·om jc~i~~
Custo ■er Code: RAM P~one N,_,.rnt:::-e-r:
LAB I.D. AA080'i0 Bald !D
Collection Date: 09/19/'il
S 1Jb~itt2l D2te: eS/20/~l
C~stcEe~ Sa~ole I.Of: B-2 WATER
E':. : C C ·.<.st c r., er
Collection Time: 14:00
S·JtQitt~l Ti~e: OS:0g
---------------------------~---------------------------------------------
TEST
F~~-U~ T
------·------------------------------------------------------------------
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
I ANAL YTJCAL TESTING & CONSUL TING SERVICES
Ram Le at he,-C£i0~X 31486 •CHARLOTTE.NC 2"231 • TELEPHONE [phone] • FAX, [phone]
Pace: 13 I October 30. 1991
Multicomoo~ont analvsis: HALCCENATED VOLATILE
BROMODICHLOROMETHANE
BROMOFORM
BROMOMETHANE
CARBON TETRACHLORIDE
CYLOROPENZENE
2-CHLOROETHYLV!NYL ETHER
CHLOROFORM
Cr-!LORQMETf--iANE
D!BROMOCHLORO~ETHAN~
:.2-DICf--iLOR □BENZENE
1.Z-DICHLOROBENZENE
l.4-DIC~LQROBENZE~~~
□:CHLORODIFLUOROMETHANE
1. 1-DICHLOR:JETrcA~:E
1.2-DICHLOROETr-!A~E
;.. 1-DIC!-:i._OF:OETHE!~C
TRA~S-1.2-D!CH~OROETHENE
1.-~--D!:~~~O·ROPROPANE
TR~~S-1.3-DICHLORO~•RGPENE
~ETYYLENE CHLOFIDE
l. ~. ;:.·. 2-TETRf-iCH:...□R;:1 ::l!-~:A'."<E
TETRACHLOROETHENE
:. 1. 1-T~:!Cl-:'._C:RDE:T~H~-t~
1. 1. 2-TR I CH'._ORDETHA~~E
T; I Cl-'LQROETHC:!'.C
~P:CH'._OR□FLUORO~ETHAf~E
1) 1 t<>'L C!-iLC1f': [•~
C~'._ORQETH~::'.!:::
'=°TU''I c-·•,•-::--... 11.....~, .. -
u □/L
,.,o/L
,.,□ /L
,_,c /L
1_lo/L
uc/L
'.l □ /L
l.'.C /L
uo/L
1.10/L
uo/L
!JO/~
'JO /L
uc/L
u □/L
.. r, /' ._,_, -
•_1,0/L
uo/L
u □/L
'J!::/L
:_tc/L·
uo/L_
i_•.::i/L
l.l □ /L
,_,,c /L.
•;.!J /L
uc/L
or.:ecr.1, r cs
Net Det
~~ -: t !;et
N:,t Det
~>JO t D2t
tfot Det
t·Jc t Dot
t,ot Det
N·:t C·et
Not DEt
,, C: t Det
Not Det
t,~ :. t C-et
Net Det
Nr-+-[et
1 ' •
Not Dct
Nut Det
~-\ -,l.. [•=. '" --' :~ ~t [·;;:t
I<:• t [;:::
Not Det
~~ ·= t De:
1201
2C
l\!:t [; et
:0
t,!ot Det
\:~ Det
r--i 'J t Det
f\~•2 t [; t; t:
Not Det
Not Det
~-'.ct [et
NGt [;et
MulticomoJ~e~t 2~2lvti5: AR8~~TIC VOL_ATI~E [' F:G :,:;n I CS
BENZENE
CHLOROEENZENE
1.2-DICH~ORCBENZENE
1. 3-DI cH:_oROBEi~ZEt~E
1.4-DICHLOROEENZENE
ETHYL BEh!Z EI\I~
TQLUEt:E
)'.Y~Ef·~r:
M~THYL-TEFT-BJTY~ ETHER
I S'.JPF::OPYL [THER
I•-. /! _,_ i --
uo/L
'-'-□ /L
u □/L
u □/L
;_,_2 .IL
:_:,c /L
1_1,0/L.
t-~ ;:, t Dot
Not -Det
Nc,t Det
Not Det
Not Det
~~ ~t Det
Net Det
i..1,.. + .\; -., Det
1-,J,:~ [,et
Not Det
1
1
1
I
1
I
I
1
1
I
1
1
1
1
1
1
1
1
I
1
I
I
I
I
I
I
I
I
I
I
I
I
I
I
ffl -------------------------------------------------------------------------
I
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
I
I
I
I
I
I
I
I
I
I
I
D
I
m
m
D
I
ANALYTICAL TESTING & CONSUL TING SERVICES
Ram Le at J-: er Ca'IOmDX 31486 • CKAALOTTE. NC 28231 • TELEPHONE [7041527-4183 • FAX, [7041525-0409
Pa □e: 14
October 30. 1991
Comments:
water fr~om borin □
Custo ■er Code: RAM Phone Number: [phone]
LAB I.D. AA08091 Bold ID N~abe~ E398H-21 Pcld Customer
Collection Date: 09/18/91 Collection Time: 11:00
Eu~~ittal D~te: 09/20/~1
Customet~ Samole I.D#: B-3.4,
TEST
PARAMETER
UNITS TCST
RESULT
~74S
DCTCS:"IO'.\:
LI '.Y:l T
------------------------------------------------------------------------
Mu~tico~co~ent £nalvsis: HALOGENATED VOLATI~E
PF□ M □DICHLOROMETHArlE ~□/kc
E-F:O~OFOR:V:
PFOMOMETHANE
CHLOROBENZENE
CHLOROETHA~,E
C!-t .... OROFOt::M
C!~'......O ROt"".ETHPl·-!E
2!ERD'.~□CH~ORO~~TH~~~
:.2-DICHLOROBENZENE
:.3-DICHLOROBCr~ZE~~
1.4-DICHLOR □BENZENE
DICHLORODIFLUOROMETHANE
1. 1 -[, I CHLO,CJETHA\'E
1.2-DIC~LOROETHANE
1. 1-D!C!-:LOROETHE\IC
T F.At·:~---1. ~-DI C!-IL._DF:·oE:"~E~-.:~
1.2-DICHLOROPROPA~!E
CIS-1.3-DICHLORO~·RO~ENE
TRANS-1.3-D!CHLOROPROPENE
METHYLENE CHLORIDE
1. 1. 2. 2-TETRi::CHLORO=:THA~<E
TETRACHLOROETHENE
1. 1. 1-TRICHLOROETH!'/;C
1. 1.2-TRICHL.ORDETHANE
TR I CHLOF:OETHEl<E
TRICHLOROFLUOF:OMETHArlE
VINYL CHLORIDE
!PE
l~TEE
BTEX
f"INERAL.S SP!RITE
uc/kc
;_1,:::/kc
l.l □ / ''. C
,_,o/ko
,_,c / \-,;.::::
I.T.□/k □
• .. ::/kc
u □/k □ l.l□1 /k □
1_:_01/kc
uc·/kc
1.=.i:: / 1-: C
1:.~/k!J
1.•.:::::i,/kc
'JC/~ D
1•1 • .: / :-< C
u::i(ko
r.1c/k □
1.,c/ka
I.~□ > k 0
1:.=fk:i
UD / k C
1.10 / K □
t.l □/k □'
1.\2 /1-: 0
1.1.□/ko
r.:o)l,c
□::::GA~·.J ! C£ .. ' -~-[,d· 1 c, " -.
Net [, '= -!:: 10
Nc-t Det lC: .. , -~ l'O·..; c. r, -J. ~e, ! 12!
Nc·t Det ,, .i.•.:..·
Not Det 1 :z,
r<-: t [,Et ' ,,
.;. '•
r~ ::-t [1 e-t ' ,0.
H'
r-~w t [,2t : ::?•
~~c-t [•et ' ~ --.:..·
r,J Ct Det .!.le".'
~~wt [•et 1 ;21
I·' -• . -. [·et 10
Not Det 10
t-<ct [•Et 1 C-:
~~ ot Det 10
t< c_ t DEt 10
N~t [,•e -t 1 Ci
t-..! Ct Dt: t ·1 I?
~<:, t Det !Ci
~-~st Cet 10
N'2t [•et 1 e,
h'.at Det :o
~-iot Det !0
:E : Cl
~~c,t Det 10
Net Det : ;zi
I\! :it Det 10
Nat Det 10
Not Det 1 Q1
Nc.t DEt 10
\l::t ['et 1 Q1
< 5 ~ . . ---------------------------·----------------------------------------------
449 SPRINGBROOK ROA.D • CHARLOTTE, NC 28217
I
I
I
I
I
I
I
I
I
I
D
I
I
I
0
ANALYTICAL TESTING & CONSUL TING SERVICES
Ram Le at her C£lG~X 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Pace: 15
October 30. 1 c.c. •. --.
Comments:
borin □ neat' sectic dr'ain box
Custo ■er Code: RAM Phone N>.1mber: [phone]
LAB I.D. AA08092 Bold ID N·Jrnb~r-G3~8H-21 Bold _C 1Jst0mer Nurnbet· S745
CollectiGn Date: 05/18/gl Collectio~ Time: 11:20
S1Jbmittal D2te: 09/20/Sl
·c~stcne~ Sa~~le !.D~: E-3.7~ ------------------------------------------------------------------------
iEST
PARA:1ETER
TEST
i;:::::SUL T
------------------------------------------------------------------------
Mu!ticamoone~t a~2lvsis:
BRO!~CDICHLORO~ETHANE
F RO:---':D!='O R~
HALOGE~ATED VOLATILE
i.tc / 1-::::;
CH:....GF:□b:'.\!ZEt\E
C!••:'....C ROET\-!rl~ :E
2-CHLOROETHYLVINYL ETHER
CHLO F:O'C ":~
C i-!LO r.□~'i~T:-!At·!E
DIB~DMOCHLOROM~THA~E
:.2-~:c~~OROBENZENE
1.2-D!C~~OROBENZ~~-:E
i.4·-I·!C~~LOROBE~ZE~~E
1. 1-LI CHLOROETHi'.'ll,E
1.2-DICHLOROETHANE
1. 1-·DICHLOROETHENE
:. ~-=:![:-!:.....DG:[t~•FGr·r-:!·:E
C!S-1.3-D!C~'....OPOPRO~•E~E
~F~~~~~-:.3-DIC~ILORQ~•R0~1Et~~
~ETHYLEtJE CH~O~IDE
1. 1.2.2-TETRACHLOROETHA~E
TETRACHLDR□ETHENE
1. 1. 1-TRICHLOROETHANE
1.1.2-TRIC~:L □RO~THA~E
TR I Ci-lLOROE•HEt--:E
TRICHLOROF~UOROMETH~l~~E
I..' I '.<Y:._ CHLORIDE
I!='E
MTEE
BTEX
MI~JERALS EPIRITE
'.'.DI~ D
'._\ □ / !-: □
1.,0/ko
:~,o/ku
u □/1-:□
! ',.., / k D -·-1' '
'JC/ k C
,.,c1/ko
uo/k □
t.\c./ko
1.1.c/kc
uc/ko
,_;,.:;/ 1-: s
1.10/kc
u □/ko
·.:o/krc
;_i.c/\.i.□
uo/1-:c
l.t= / k D
u □/ko
'.:.c / 1-: □
uc/ko
'.t □/1-:□
1.1.0/ko
I.'.□ I:-:□
u □/kc
uo/kc
u□/H □
u □~k □
mo/ko
ORGA~-!I CS
N~t DEt 1 IZ1
N:.t D = t :0
t, l ,-_ +-. ~ -\., ['E ":" : e•
~~0t Det 10
Net Det :0
i-.lG t Det 10
Nc-t Det 1.0
Not Det i Ci
'.'·l-: t [,• 2 t '"' t·l:,t [,~t 10
r·-~ ·=· t C·st 1C
~,t ':It I•et 10
!'<ot Det !0
Net [., et 10
Not Dot 10
~-~ ::, t Det 1 (',
N:-t Det 1 1:~
i~ ·=· t Det 18
t.1 r + .. ~· ~ Dat : C"
:"-'.: t [·et 10
~ht j) +-e • 117·,
t< :-t [1s-t 10
Not Det 10
t-.!e:t Det 10
-; ' ~ ,-,, -· ... ·-
Not Det 1 e,
t'~ Ct Det :1.i:'
~Jot Det 10
Not Det 10
Not Det _10
Not Det 10
t' ..... ,_. Det 10
< ~ :': ..., -------------------------------------------------------------------------
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
I
I
I
I
I
I
( Bold Re~~
0
~!ch Labs)
ANAL YTlCAL TESTING & CONSUL TING SERVICES
Ram Le a.the r CcPtOa30X 31486 • CHARLOTTE, NC 28231 • TELEPHONE [phone] • FAX: [phone]
P.;.ce: lb
October 20. 1991
Comments:
borino neat' seotic d~'ain box
Custo ■er Code: RAM PJ-.011E ~~1.:r.1t:JE1··: (704) 54=·-972:7
LAB I.D. AA08093 Bold ID Number G398H-21 Bold Customer Number E,745
Ccllectic~ Date: 09/lE/91
S:ib~ittal Date: 0g/20/91
Customer· Sa~cle I.D#: B-4.2'
Cclle:::tic,r, Time: 11:2\l,
Su~mitt~l Time: 03:09
------------------------------------------------------------------------
TEST
PP.RP.ME:"ER RESULT
C•EiCCT Io:-;
LI 2 l· :"
----------------------------------------------------·----------------------
I M~lticocconent analvsis: HALOGENATED VOLATILE
!.•.~/ko
1.tc/k~
i.,;. Ii-:=
'.'..: / :-: 2
ORGANICS
~~-:.t; Det
I
I
I
I
D
m
I
0
I
E~'J~10~0RM
E,F:or::0METHANE
CARBON TETRACHLORIDE
c~:_oPCE Et·) ::Er-.;:::
c:-:~D ~O~T!-:A:~E
2-C~:!_C ROETHYL ',;: ~ ~y;_
C!-::.....O!..;:QFOP.~"1
rT• ,,-.-~ I ; ·,c... ."\
C HL:J RO'.~·:E Tl-:H~·~E
D!BR~~GC~~OROM~THANE
~.2-DICHLOROEENZZ!•::
1.4-DIC~~~O~OEENZE~:E
D!C~LQRODIFLUORO~ETHA~E
: . 1-:nCl-!LOROETHh~~~
:.2-D!CH~OROETHANE
1. 1-r:: C1-·'.i...OF.OE7 HENE
T s:;:..:-1s-:. 2-D ! C:-!~ORO!::THE~~~
1. 2-CrICt-~:.....c~:o::-•Ror-·At<::
CIS-1.3-CICHLOR □~·RQ~ENE
~ETHYLENE CH~ORIDE
1. 1.2.2-TETRAc~:_opoc~~~~NE
TETRACH'-OROETHENE
l. l. 1-TRICHLOROETHA!<E
1. 1.2-~RICHLOROETHAr~E
TR I EH'-OROETHE::::
TR I CHL-DEOFLLIC1RQM~THA~~~
IPE
MTJ::.E
BTEX
►,,,T;'":"'0-• ~ I,. i,,L:. ._H._.::., SPIR!:"S
.'. s: / :-: =
•.1.0/~o
1_1,::/kc
'-l=/k □
1_:_c/~o
1_:_:J / \-; iJ
:_-.~ I kc
,_d/ko
1.:d / :..; C
1_\d/k □
ud/ko
1.•.01 /k □
' ' ,..1 'i . D •. '--, I I",
110·/kc •• I •
1.'.[! /k C
1.,0/k!J
i_:_u / \-; e:
1.t □/ko
1.\:.:/h:c
u □/ko
:.tc/k □
1_,.u/kc
:_:,c / I..; C
'-'□/k □ 1.1 □/kc
l.l!J / 1-: 0
r.□/ko
Not
r-~c t
~~Gt
t'-~::;
Not
:\•:·:
Nc,t
r-.~c:. t
r~ot
N:,t
~~vt
~<: t
Net
~'~: t
Not
(·~ -: t
~~ :· t
!'-lot
r,! :·t
~•; ,: t
Not
(·~ C· ~
N·Jt
!\ct
Not
.t~ct
Nc,t
r< 2 t
Nat
r,1.:-t
Not
DEt
Dct
D~t
:,,:: "::
Det
[, ~ +_
Det
Det
Det
Dst
D~t
r::~:
r:-et
[-J.. • C >
Det
Get
[•et
Dct
D=> "": . '
[,r.:+-
Det
D::: t
D~t
Det
Det
Det
Det
Det
Det
Det
Det
0. ~ "
. ,-:-. ,;_ ,.:
:J
10
1 iz;
10
10
10
10
18
------------------------------------------------------------------------
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
' Ram Le at her CcPJO£BOX 31486 •CHARLOTTE.NC 28231 ~ ~PHONE [phone]B3 • FAX: [phone]
i=',a.ce: 17
Octabe,· 20. 1991
Comments:
borin □ 101 s . ..,;. fror.: £ec,tic dr2,in C-·:-:--:
Custo ■er Code: RAM Phcne N:Jm~E~': (704) 545-g737
LAB I.D. AA08094 Ecld ID N~~ter· G398~-2: Eold.C:Jsto~e7• ~~~be~-G7l~S
Collection Date: 09/lE/Sl Col!ectiQn Ti~e: 1~:00
Submittal Date: 09/20/91 S 1~bmittal Time: Q18:09
[:J·:::t:-:.:er =:ar..c-} e ~-::::,rr: E-5. 4" ------------------------------------------------------------------------
":E'::T
P1'::r=:A!":::::EF:
................. , ....... ,..., .. ...,_ . ._,_' -L.-.
-------------------------------------------------------------------------
~-~lticonoonent a~alYsis: HALO~=NATED VOLAT!LE ORSANICS
BROMODICHLORCMETHANE 1.tQ'/l~o Ne~ Det
BRO~OFOR~ 1~=/ko Net Det
BG":CJMD~·:ZTHH~JE
CPRBO~ T~TRACHLOR!CE
C~:...OS,8SE'.·~:E~![
C:~'.._O RQC:T!-IA~ ~E
2-CH~ORD~THY~1JINYL ET~ER
c:--i._O'=\O~D~::-,1
CHLOFOl"E Ti-' .. '°f .'E
OIBROMOCHLOROMETHRNE
:.2-DIC~i~OROE-ENZEl·iE
: • ::::-r:,:C~l'.....OF:OE'-E~~Z!:::N£:
l.4-D!C~~ORCE~NZENE
::CHLORC~!F~UORO~ETHANE
1 • 1 -DIC :-'.-.__O F.QET\-:;~l·-~=
1.2-D!C~!LOR □~THA~E
1. 2 -L l CYLORO:::THt:r,;E.
TRA~S-1.2-DICHLOROETHSNE
C:2-1.Z-~ICH~ORQ;·RCPENE
! r:::,~~ ~ S-1. 2: -· !: : CHi....O P.Q~• r.:ir-::: ~::::
~~THYLENE [H'.,_O~:LE
1. ! . 2.. 2-TET~.:-'-:1:~!....ORC!::.THf-t'.·;~
TETRACHLORO~T~~~~
1. 1. 1-TRICHLOROEH.,PNE
1. 1. 2-TR l CHLOR:OETHRr-1':::
TR I CHLOROETHEr,~E
TRICHLORO~LUORO~ETHRNE
VI N'lL CHLOR ! :JE
IP~
f":Tf'E
BTEX
tv:rr·~ERALS s~·IF:ITS
l.'.C I~: D
1.,s/ko
i.\iJ / 1-: [;
:.·.c .-'kc
;;.c/1--:c
:.t!::iko
l.'.:J / k □
'.: G i I~: c
·.1c/k::
:.·.c/l<::
:.:c / !-: C:
I.'.□ / k □
:.t C / ~-; C
1.1-C / k □
l.l □ /k::
,.:u /, k C
1.l □/k □
r:o/kc
~-~.~t [1e:t
i'J:,t De-t
~~::t [Et
C-et
[; ~ t
l::t; t
[,et
[1st
r._:,: t DEt
~'-'. C ":: [· 2 t
~::-t [•Gt
r~c,t D~-t
r'~.:t Det
r.1,.._.:. [1Et
i\:ct [1-=t
!~-: t Dst
r-:c-t [·-=t
N:,t CE·t
r-.:ct D!::'t
Net Det
flct Det
r;c,t Det
Nc-t Det
l\!Jt Det
~-'.i::-t Det
~~:it Det
0.S
10
1C.
lC
------------------------------------------------------------------------
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVlCES
Ram Le a.th E: r Ca,ioEBOx 31486 •CHARLOTTE.NC 28231 • TE~PHONE [phone] • FAX: [phone]
P2.::ie: 18
October 30. lS'-31
Comments:
borin □ 20' s. of seot ic d·r·2.in box
Customer Code: RAM P~a~e ~~nber: 1704) 545-9727
LAB l.D. AA08095 Bc!d ID Nuc~c~ G398H-21 Bold Custon•~ N~m~•~ E7 45
Collection D&te: 09/lE/91
SubGittal D~te: 0g/20/Sl
Ci.,stome~~ Sar..Qle I. D~f: B-5. 10'
Collectic-1. TimE: 1t:,:0C',
S~bmittal Time: 08:0S
-------------------------------------------------------------------·-----
TEET
i=''ARAMETER
T ~C-T c....:'
RESIJLT
L'ETEC ~ I 'J~·,'
L Ir"". IT
------------------------------------------------------------------------
E,ROi11Clt'1ETHAr~E
CARBON TETRACHLORIDE
C 1--::_o ~'.JE Et'~ Z E!'<E
Cf-iLO c':OET!-:,1:,::::
C ~::__o ~:D~0 ~::r1
C :~L.O:=:".Qt··:E T!..!,Hr<E
1 • 2-C.> I CH~O F:QE,!:::l'~: Et·~E
1.3-D!CHLO~OB~NZENE
:.~-DICHL0R0EENZENE
D!CH~0R0L~FL~0R0METHANE
1.2-D!CH~~?0~T~~~~E
: . : -I.· I C:--'.~0R0ET!~Et·~E
l .'2-D I CHLCROPROi='ANE
CIS-1.3-DICHLOR □;·R □PErJ~
TRANS-1.3-D!CHLOROPR □PE~E
METHYLENE CHLORIDE
1. 1. 2. 2-TE:-Fr-:ci-:~0R0ETHA~~E
;"ET RAC.:-!L0 ~0E:"::-'.~'.-E.:::
1. 1. l-TFICHL[1 q□E"T~A'.·-JE
1. 1.2-TR!CHLOROETHA~!~
TRICHLOROETHENE
TRICHLOROFLU □RO~ETHA~E
VINYL CHLOF:!DE
I~·E
...,.. .... r r-, .. ' i:..:.
P.T~X
r~: Ir<~:r~HL~ ~~.:-! r:: I TS
'-'· t::. / I-< C!
l.i □/\.-'.Q
uc/k □
:.t: /k □
1_;:J/~'.!:;
•.:c/ko
u □'/ k o
u □'/1--:c.
•.•.c/1--:=
l.\0 / ~: :J
._._ C. / k C
u □/kC!
i.,.c 1/ k !:
1.t □ / h □
,_:,□/:--:□
•Jc/\..:□
·.•.c /e: C
·_,_:::/kc
1.:□ /ko
u □ I e: o
,.:.c/kc
uc/k □
•.:□/kc
uo/kn
1_1_0/kc
•.:c) 1--: ~
mc/kQ
0 F:1:-;i:-:r·~ 1 CS
~,.: c--I; ~Et
N·:it L' Et
NGt Let
N-::lt Det
tJ =· t Det
~-'.Ct DE t
r-: :-t C·e t
Not D =' t
~--i =· t [·et
i,lot [•~t
,,~ t Det
r~o t Dct
N c-t Dd
~,ct D~t
t-:,:t Let
N::t [•~t
Net Det
Net Det
t-~ -~ t Det
Nat I:1 = t
Net [-et
~~ i:• t Det
~:ct De-t
~-!ot De:
r·~c•t Det
~-.!ct Det
~~ 0 t Det
r~ ei t Det
Not Det
Nct Det
Ne-: r:-~ t
Net Det
0. ~ ~
!0
: C,
10
10
1 Q:
------------------------------------------------------------------------
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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Ra.rr. Leat!-,er
~-2.::ie: 19
ANALYTICAL TESTING & CONSUL TING SERVICES
[@{j!>OX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
October 20. !591
Comments:
borin □ 30, s.of s2~tic d,·ain b~x
Customer Code: RAM Phc~e ~um~er~: (704) 545-~737
LAB I.D. AA08095 e~ld ID N-J~~e~-G298H-21 Bol~ C~:stome~ ~--~~E~-:7~~
Col:ecti~~ Cat~: 0~/lS/Sl
:: .\b'.1:ittal D2.te: e<:-12011:;:1
--------------------------------------------------------------------------
TES:" Ur., -Tc ' .. ' ...... "'!"EST
RE:2-Ul.. T
DET:ZCT ~ Ot·-~
-------------------------------------------------------------------------
CARS~~~ ~~TqAC~LO?!DE
:1-::....2 R'.]P.Et-~ Z Et·~~
Cy:_[! F'J:::: :" :-:p,:-~E
~-C~~L□r8CT~YL~!t;YL E7!·!~~
DIC~:....CRODIFLUOROMETHANE
TRHh.'.S-1. ~-DI C!-:LOF.OPF.Or:·_El<i:::
~ETHYLEN~ C~~CRIDE
1. 1. 2. Z-:'ET;-;r:-.:::-:LCFC1C:::Tf·:P'.·~C
TETRACHLCRO:T~;~r~E
1. 1. 1-:r::rc·~_;,_c,r::J:::::~~(J<~
TR I CHLORO:::Tr:EN:::
TR!CHLOROF~~~~o:~=TH~irJE
,'l!i'fL CHLORIDE
! t-•E
t·'.":E,i:
E,EX
1_;::::/~c
-.lC / k C
:_'_c/kc
'.l □/\.,,c
,_·_c. / >: C
·_,_(: ik:i
1.16/ko
1_1.~ / k ::i ' ·.:i;:, / k G
·.1~ / k □ '
1.'.1;/ko
: •. ::::/!-:c
IJC / k □
,_,c I kc
,_,.CI~:□
1.t □/kc
·., . .:.Ii-;□
:_1_:: / \..·. :J
1 •• 6 / !-: C
:.1:1/ko
,.,.c /kc
1.1.0/ko
r.10/k;:
1.:ci/ko
;.:□/1-:c
~-' --I,.. -:-. _ . .a.. . ' --.. ;_• --
r--~:it Ds-t
r·~ c-t D: t
N:it Det
i<~t Dct
(,lc,t
:<: t
(,) ~t
l.t --1-l'i ·-\.-
"' -"" '" ... " I.' --1-
[•;::t
[Et
[·~t
[•,~t
i:·E t
DEt
[.,.:: J;
N::,t [1£:t
,--~ -=· t ['· ~ t
~,!:,t Det
~<c,-:; [1et
t·-:ct Det
~~:-t Get·
~--!:1t Det
'.<ct Det
r,ot D~t
~·~ut Det
Not Det
~,teit L·r: t
~-Jct Det
10
10
10
10
1 ("
-------------------------------------------------------------------------
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANAL YTJCAL TESTING &:CONSUL TING SERVICES
Re. :n LE i=, t t-, er Car.otBOX 31486 • CHARLOTTE, NC 28231 • TELEPHONE {704) 527-4183 • FAX: [phone]
Pe.oe: 20
October 30. 1951
Comments:
borin □ 30' L-J. of sec,t i·= drain box
Custo ■er Code: RAM
LAB I. D. AA08097
!='hone N•.tr..be~-: '(704) 5LiS-S727
Bold ID N~~~e~· G39EH-21 Bald c~st □~e~·
Ccllecticn Date: 05/1~/91
~:Jbmi":tal Dc:,te: !l-S/21?,/':!1
C:.,.stom=t· 5-e.ccl<:: I.['~~: E-£: .. 1e,·
TEST
PARAMETER
C~llec~ic~ Time: 12:00
s~b~ittal Tin~: Q:3:0g
TE'.::T
RESULT
~-~lticom~o~e~t a~alvsis: HALOGE~AT~D VOLATILE ORGArJICS
E-:\C!'.!'\O~ORt'(
J?.r:;or-:or-:!::THAr·~E
CARBO~ TETRAC~:~CRIDE
C~LO~~oe.E~~ZENE
CHc_Ofa:DETHA~-!E
2-CHLQ~O~THY~~I~~·tL ET~~R
C!·< ... OFOFOF:i"1
c.:--::__o S. ·J:-'E":\-:h:'.:::
1.2-D!C~~OROE.ENZENE
1.2--D!CHLC~09~~z=N~
1.~-D!CHLOROEENZE~lE
DICHLORODIFLUOROMETH~NC
i. :-LIC~~OR~ETH~~~E
1.2-r:CHLCROSTHA~E
:. 1-rrc:!-::__or.:ic:1-!r:::::r<E
l. 2-·T,1::: CHL C) ~:Qf.•RQPi:-~!<::"::
CIS-1.3-DICH~O~O~•RO~•E~JE
TRAl~S-1.2-DICHLOROPROP~~~E
METHYLENE CHLORIDE
1. 1. 2. 2-TETF,AC'!LORCJCTHA'.!:::
TETRACHLORQET~{Er~E
1. 1.1-TRIC~!LDR □ETHANE
1. 1.2-TR!C~ILOPOETHAr~~
TR I CHc_OROETHC:-::::
TRICHLO~OFLUO~CJ~ETHA~E
VINYL CHLORIDE
IPE
MTE-~
E-:"~>'.
t<:r-~::RA'.....'.=-sr·IP.I;"'::
:__:: / k::
·_:.::;/kc
·.lW / ~: □
1_·_ C / i< C
=.:c/kc
· .. c/l-;:.
.. -I'. -·••;_;I .-. _,
·-·~ / l-: =
·_·.::i / ~: =
1.tD/ko
,_._j /kc
._,.:J; :-: ~
_·_::::/ko
,.,o I k □
1.:0°/ k □
:_1.t.:. / ~::::
I_'.= /J-:Q
iJQ/i-<C
uc/ k a
:_:=/he
1.t:l / k D
r.: C / \.-: !:
>.:ct IJ£•t
~-~.:t Det
~·~:it Det
r:-:t D::t
~~ -: t
~-lot uet
r,.J,:-t I 1E·t
'.\let De::
~<-: t [•,:; +:
r-:c..-: c•~t
~-.!ut Det
t:0t DEt
r,c,t [,et
Det
Det
Net C-et
Det
Det
t]Gt' Det
t-.: •=· t C· e· t
~-.!~-t; Det
( . ::
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
. ,"), .:. .,_:
1.0
18
1 C·
:o
10
-:c-,
10
. ,, ......
10
1.0
10
I
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( Bold Re~!;
0
~!ch Labs)
ANAL YTlCAL TESTING & CONSUL TING SERVICES
Ram Le at he,-Cif',Elel()X 31486 • CHARLOTTE, NC 28231 • TELEPHONE [phone]B3 • FAXc (7041525-0409
Pcoe: 21
October 30. 1'3':ll
Comments:
bori77.□ 30' h. of sec,t ic drair, bcx
Custo ■er Code: RAM ~'hGne Nu~ber: ·(704) 545-S737
LAB I.D. AA080qB Bold ID Nunber G3SSH-21 Bcld C~stc □eY N-~~be~ =t~~
Collection Date: 0~/lS,'~1
s~t~ittal Date: e~/20/91
C•.s~te:r.i::::· Se.r;;=le I. C'~t: E-7. '◄·'
TE::T
~·HFZrlt'r1E7'.::: R
CbllE~ticn Time: lS:00
s~~~ittal Time: 08:0~
~-J!tico~8o~e~t analvsis: HALOSE~~AT~D VO~A~I~E ORGRrJICS
ERO!~C:rc~~LORO~E~HA~E ~c/~-□ Net Det
ERO~O~ORM t:~/k □ ~ct ~~t
CARE~N ~:TR~:~~~Q~:~E
c:-:;_~ FQEE:i-.: ZEt-E
C ~'.:... D ?iO~ 7~":H>;:::.
1. 1-D I CHL.CIR:J~THH~~E
1.2-DICH:...□RO[THA~E
: • 1-u:cH:.....OFOETi---!E'."<.;E
:"F:Ht-J-=:.-:. 3-L I C~-'.LC1P.:y:::•F,O\:·E~-!E
MET~YLEr~~ c~:~o~:~E
1. 1. 2. 2-TE:Ff'l'.:f-'LGF:GETHf'INE
TETRAC~LOROETH~tJ~
1. 1. !-TRICHLOROETHANE
1. 1. 2-TF:I:!--H ... ORD::T!-lA>~E:
TR I CHLOc:OC:THE~,:
~ R ! CHL0?:0:-"~U:•~:Ot""'.:::: ~H~ ~:.
1..' 1 t·JYL C~LC'.";_ I ['f:.:
MTEE
ETEX
!YiI!'-:EPA:....S ~PI RIT5:
·.1.:. ,' ~; :J
•.tc/1-:c
,_,_ o / k !::::!
,_,.::: I k ::i
:_,_ C / ;.: ::
•-··=I\-: o
. -I\. -•• -I I• I-
. 1;.C: / i-<: C
,_,c, I k:i
,_·.□/kc
·_;:::: / i-: C
,_.,::::; / \-: C
,_._ :J / I-: C
1_\c/k::!
·_,_!:!/kc
·-'· C / !-'. D
I.\C/~;:J
· •. G / 1-: C:
l_l_:::!/1-'.i:
i.·.C /kc
lji::J/:"":[l
ud/1-<c
iJ~/k:::::i
r,;~/l-:□
r-..::t ['E~:
~<Jt D=--
r-~;:: t c r:: t
f,!: t [':-t
(·:.:.: DE t
l\c,t [ic.+-
r~ C· '; [· t:: t
\1<:•t D-:t
r--; C· t [' \:; t
~-~~t C-t.-t
~~Gt Det
r-~c-t L'~t
N:t Dst
~J:,t D~+
~-I .• J.-T"". --1-:, -·. -:.:~
,._' -J,
~Jr:, t
Net
~,-:-t
[·et
C·e t
[•et
Det
Not Det
'.•.;.:.t Det
Na:,t Det
f,ot Det
Not Det
N~t Dr::t
!--~:it L•et
{ . s
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
'.~ .L\:..'
10
10
10
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ANALYTICAL TESTING & CONSUL TING SERVICES
Ra r.1 LE at r. Er Ca'lQ.€BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527-4183 • FAX: [phone]
1=·2.::Je: 22
O2tober 30. lS~l
Comments:
borina 30'SW.cf seotic drai~ box
Custo ■er Code: RAM ~·~o~e Nu~ber: (704) S4S-~737
LAB I.D. AA08099 Bold ID Nuc~er G398H-21 Bol~_Customer N:~~be~-~7Lt5
C:llectio~ G6tc: 0S/19/gl
Su~mittal Date: 09/20/91
[:.1.stc.mer S,;,:::u:e i.D:tt: B-7.10'
CGlle=tic~ Tiree: l&:00
Subm.ittal Time: 08:09
-------------------------------------------------------------------------
TC::ST
r:·P.RP.METE R
TEST
RESc.JLT
c.::::~·ccT: □:·!
LI;,:,_-,-
----------------·----------------------------------------------------------
M~:tic □~~8nent analvsis:
e :=::::;·,',GU! CHI...OROr':ETf--'.f:i!~i::::
B?Cit":C1~0~~
B F-:D!'"':O~~~T~!'=i~·~C::
CA~BON TETRACHLO~ID~
C!-::.....ORC:1E E!·~Z E'.'::
CHL C) ?o=. Ti-u=ir--'.~
2-C:~~OR□E-:-~YLV:NYL ETHER
1.2-DIC~~LORCBE~ZEl~E
:.3-DICHLCRODE~~ZENE
1. 4-r•Ic!-::.._c1rcc:::r·~::E~~c
DIC~:LO~:ODI~LUORQ~~THANE
:. l-L·ICH:_[1F;:JC""'.'H~~~'C
1.2-DIC~~QSO~T~~A~~
: . 1-C I c~~:..OF:OETl-:Et~E
1.2-C!CHLORO~•RO~•~t~C
C!S-1.3-DICHLOR□~·RO~·ENE
HR~OGENATED VOLATILE
l.iC/1--:□
•_,::, I k :i
:_tc ,' !-: .::
'.l:il~-:o
1.t:J/ko
i_;_::/k:::
t•.c. I k::
,_,_c/kc
'-'·9 / 1-: :J
·--~/kt
l_l~ / k □
:_; ~I / i-: :J
u.:::/ka
:.t0:11-<c
,_,_o'/k □
' '.t[; Ii--: C
uc/k::;
-:-~-~-;:,;·~ -1. • 2 -LJ I c1-::..o ROI=°' ~:o:-·E'. :: ·.=.c/kc
1.1.c / k □
I.'.□ ;'h C
,_,c/ko
IJ □ / i-:C
u □/ko
1~;.□/kc
IJ □/~:□
u □1/k~
,.•.□/ko
'.~C
1
/ !-: C.
,_,o/ko
mo/ko
METHYLENE C~L□R:D:
1. 1. 2. 2-TCTRRCHLOROETl-;l'="~t<C::
TETRACHLOF.o=n·:EIE
1. 1. 1-TRICHLOROETHANE
1. 1.2-TR!C~~ORO~~HA~=.
TR I CHLO~:OET,:Et:E
TR I CHLO~OF!.....UOR-0'.r".'.::THi:i>~E
V E:YL Cl-'LOR I[•[
IP!.=:
!"":"TE-E
BT:::X
t<IN[RALS S~·JRIT:C
ORGANICS
I, o t Det
~~ C, t [,et
N.:·t [·et
~<ct D?t
•.· -~ L'.::t .·• ·-" t ~ C, t Det
t~•=· t C.et
~~ C, t Det
!"\ct Let
t",!:it Det
r~-: t DE t
~~: t eat
t<-: t [at
r·-.: e: t D2t
r,~: t C<=-t-
~-lat Det
t•' -~ ;-.:....-\. DEt
~~c-t Dot
Net Det
Net Det
Ne~ Dct
N~t Det
r~ot Det
~~ ot Det
t'~c t Det
NGt Det
Net Det
t·~Dt Det
N~·t Det
Not Det
~-~ -:· t DEt
Not Det
( . 5
1C
10
10
10
10
~o
1 C'
1 (:1
:0
1 (:.'
------------------------------------------------------------------------
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
F:a m Le at he~-C.f.f>,¥:)X 31486 • CHARLOTTE, NC 28231 • TELEPHONE [phone] • FAX: [704) 525--0409
October 20. 1<:-g1
Comments:
borin □ 30'SW.of ~e=tic d~·ai~ tcx
Please advise shculd vo~ have auestions concEr~i~o these d2~~-
Rescectfullv s~~mittej.
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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Bold Research Labs
lncoroorated
ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [704) 525-0409
October 2.0. 1~:il
Ra~ Le~thet"' Care
Att:.: E. Cliff W'J~·l::v
15100 Alberrna1--le Rd
2.82~7
Customer Code: RAM -~=~e '.l~c~•~: '704) 5~5-g7i7
LAB I.D. AA08113 E-::-1·:' :Dr~=-·.:::::-~-~-ti-;~~:!~:. B:l:! C;.:t-:r,-:·.· I·<·-·.:.:~~?"' ~-7.'.f~
c2:lecticn Date: 09/20/~l
S: .. t~i~tal D~te: 0S/22/S:
C=_i.stc•r.:E-~-';:2.r..::le I. Dt: B-2 .• 10.' -------------------------------------------------------·---------------·-------
:"EST e::c:;: c:::·-~
!.... ! :-,1: 7·
---------------------------------------------------------------------------
P~C~OCIC~LO~Q~ETHANE
I ?8'."'.0!='"0F::-1
E-R~'.",0!':".ETH:':i~ ~E
CARBO~ TETRASH~ORIDE
2-C~~LOROETHYL.V!NYL E7!~ER
C ,-:LO ROF O F:M
CHLOROMET'-'.Al,E
DIE?OMOCHLOR0'.1~THAt~E
1. 2-DIC!-ll .... Of'=:OGEl,:2~~~E
1.3-D!C~LOROBE~~Z~NE
1,4-DICHLOROEENZEt!E
D!CH~OR □DIFLUOROMETHA~~
1. 1-DIC!-'.LOROETHAt·iC
1.2-DICH~OROETHA~E
1. 1-DICHLOROCTHENE
TRP.~~S.;_:. 2-['l[:-lL.C~:•E:'T~~~~~
! . 2-D I :r--:LO r.:ll='PO::·r!:<E
:;!1:::--1. 3-D![!-!LORC::PRD~ENE
7Ri~N~-:.2-CICHLOR□r•~CP~~lC
uc/ko
1.lC / k:::
·.:.c/k:;
'.'. C / h:::
•;.:i/kc
I 1J,□/ku
l.'. ;:_ / I-: ::_
'.'.CI~:!::
,.,.::.., : .. ::.
'.t □ / 1--: C
1•1.::::i / ~: o
•.:c/~:::
:.1::i / k C
,.:co I 1-: w
l.t □/k"::i
• , -.1. 1, .. _, I..
N-:,t
~; .:, t
N0t
Det
r. __ ., .., ,.: ·.
:_; ~ t
Let
[;=+
DEt
Det
[;Ct
Det
Det
Det
Det
~~Gt [1et
t<wt DEt
~~:-+.: De-l:
1. 1. 2. 2-~·ETF:HCHi....OP.0'..::Tt-!HNE 1.t □/~c N-:t D~~
-:-:::, F.AC.r:LOr:0!::1 ''C:,E. 449 SPRINGBROOK RGAD r. CHARLOTTE, NG'Qs2,=r-
10
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10
10
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527-4183 • FAX: [phone]
Ram Leatt-,e>' Ca:· e
Pace: 2
October 30. 1S5::..
HALOGENP.TED VDL .. ATIL.E ORSA~-~ I CS (cGntinued}
l. 1. 1-TP I CHLO ROETHA: ::C: l.li:::J / 1--: 0 N~t Det
1. 1.2-TRICH~OROETHAN~ u □/ko Nat Det
TR I CHLOROETHG;E l.'.□ /h:0 Nc-t Det
TRICHLOR □~LUOR□METHANE ,.,a/ka r: ct Det
t,/ I NYL CH:_QP. I DE •.1.0/kc Net Det
IPE u.o/ka r<c,t Det
!Y1TE-E 1 •• C /]-: C Net Det
ETEX l_l::J / k □
l\:c,t Det
10
10
10
1 ('1
1 iZI
10
10
10
---------------------------------------------------------------------
Customer Code: RAM ·r-•~.c-:-.-:;;: ~..::_:.:::=-e~-= (7~4) 5 11s-g727
LAB I.D. AA08114 Bol~ !D N•~~~e:.· 402~~1 5:ld C1:st0~~~~ l~-~~~s
=cllectic~ Date: 09/20/Si
-------------------------------------------------------------------------
T~ET
;:::•P,R1l'.":~""."EF:
TEE-T
F:£:S'._I:_ T
------------------------------------·-----------------------------------------
EPO~J[!C~LOF0~~7·1~A:·;~
E ?Qr~o~or=;:~,;
E r::0~~10\~ETHf-l:<Z
CA~9QN :"ETRRC~~ORID~
C'. -:!....D RCtEEr-~zc::r-~E
c~~c ~oc: ~~~ ~£:
2--· c:::~:....DPCJZT!-{Y!.... 1.' I ~~y:_ ETHCP. = ~:~o :-:ci:7"cl ~.;'."_
C\--i;_QF;Q;"":!~ T~,qr::::
DIB~O~OCHLOROMETH~N~
!.2-L!C~:....□~OEENZEt~~
: . 2-DI CH!...OROE'E~~ZE~1E
:. 4-D!CHLCF:DEENZEr~E
DICHL.ORODI~~UORD~ETHArJE
1. 1-DIC'.-L.OPOET~A;·:C
1.2-DICHLORO~THAN~
1. 1-DIC!--:L□r.:□ET'-'.E'!E
TRANS-1.2-DICH~ORDETHENE
1.2-DICH~OROPROPA~IE
c:s-1. 2:-DICH~OR□,•F:□;·c:,E
TSANS-1.2-DICHLOR0~1Ra~·ENE
~ET~'.Y!....E~lE C~lL □RID~
1. :. • 2. 2-TETRAC:H~CF:OCT~Pi'~E
:}.CI k::
;_,_= / ~: ~
1.',C_ /~'. C
'.'.::3 / ~: 0
'.td,, i.:::
1.•.d/kc
:_,_:_:t :' :-: ::
i.-.::.1 / ~::.;
:_,_ d _: i-: c.
·;.c/1--:o
,_·.u; ~~ □
l.'.C / ~-. C
l.',8 / 1-: Q
,_.:::/!-:□
1.=.c/ Lr.
·u.□/i-:c
,_:_ C /I-·::
~~ 2 t 2s"t
r·-~c:•t L<=,.1--
r,i-:-t Det
N:t [•2t
r-~,:; t [:::;: t
"-! -+ ' .. ..: . D = t
r,-;: t [i:; +-
!\! :, t [),::.;..
~~-:-t [·st
N:t [:2t
!< = t [--= ~
~J:: t [,et
,,.: t Dct
~,.: ut Det
t,• -.. Dct . ' .. · '-
r.: :-t Det
Net Det
N:-t Det
Not Det
~~ ot Det
Net Det
~.! ~ .. ,.,._. '-Det
~< C: DEt
N-:,t [•et
r,:c: [•c >
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
10
10
10
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( Bold Re~~0~!ch Labs J
ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 • CHARLOTTE, NC 28231 • TELEPHONE [phone] • FAX: [phone]
Ram Leather Ca~'E
Pace: 3
October 30. 1'3'31
HALOGENATED VOLATILE ORGANICS
1. 1.2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLCROFLUOROMETHA~E
'-.,1 ! ~~YL CHLORIDE
I ::·E
MTE',E
ETEX
(cont ini.te:l):
uo/ko
uo/ko
IJC/k □
1~t!:! / ~'. □
uc/kc
u □/k □
1_•,0/l-:c:
Net Det
Not Det
Nat Det
Not Det
Nc>t Det
~¼c· t Det
N~t Dct
Custo ■er Code: RAM i:·hor.e N,.,mbe·,: (704) 545-'3737
LAB I.D. AA08115 Bol~ ID Nu □be~ 403Hl Po!~ C~stcme~
Csllectic~ Date: 0g,'20/S~
s-~~□i~t~l Date: 0S/22/S1
C·~:tcm~t' s~~tle I.D~: 8-S.7~
TE'.cT
~•A P.P.:V:~T[ P.
E ~8i"".':·L: C!-:~Q RIJ!"'.CT\··'.A~'.E
E' RO~O!="O ~·~-
E-R[i~Q~,ETr'.A:·-~E
CARBON TETRACHLORIDE
Cf-'.L.0 F--QB[r,; Z Ef-.JE
C!-1!...0S:OETHA~✓~
2-C~~OPOETHYLVIr~Y~ ET!~ER
c~:.._[lp~~CIR~;
D!E?O~OC~~O?Q~~THA~~
1.2-DIC~LOROBC~:c~~c
1 • :: -[1: c:-:L □ :=::ot=.r ~z ::::r·-.!'.'=:
1.4-DICHL □R □BENZENE
DICHLORODIFLUOR □~ETHANE
1. 1-DICl-:LOROETc-'.R'.K
1.2-DICHCOROETHANE
1. 1-DICH~OF:OCTf-!EtHO::
TRAt·✓S-1. 2-DICI-ILC?DET!-!ENE
l. 2-D I C!--:LORO!='~;:J:-•A~·:;::::
CIS-1. :O-DICHLORO~•RO~'ENE
TRRt:S-1. 3-DICHLOFOPROPENE
METHYLENE CHLORIDE
l. 1.2.2-TETRACHLOROETHANE
T~TR~CHLOROETHENE
1. 1. 1-TR ! CHLOROETi-'.::;~,:~
!. 1.2-TR!C~~OROE~HAN~
Sub~ittal Ti~e: 02:47
Ut!l TS
1.tc I kn
,_._ D / ~'. C
I.lei/he.
1_i.d/k □
l_l?:.1/k:i
i_:, C.I / ~; □
1_:_d; k :!
:.:~-/ 1,0
,_i.:r/~□
U~-/;..:: C
t'.C / ~ :::!
1_·.c/ko
1;.0 / ~: C
i.tc/1-:::::;
•;.::i/ko
I_\Q '/ \ •. C.
1.1 □ ~ 1-: Cl '.\□1/ka
uo/ko
u.:::/k □
1:.c/l-:□
1.,c/kc
I.'.□/ k~
TEST
..-, r-r I fl -.. .---""-~....;;,_'
D?::GA~< l CS
N-• -C De: t
t~ ': t D-et
"!•• ~ Det '~;.. s
Not Det
r-.iot Det
~.J::,t Det
Not Det
N:t [•~t
"' -. ~ . ~ ·-\.· C·e t
!\: -. t-'~ --•. Det
h'c t Det
!\! , . .;.. [' =.
r,;,:, t D2t
Not D2t
~~ c-t Dat
~~ct [·et
.... -~ Det C
Not Det
Net Det
Net Det
Ncot Det t, :,t Det
Not Det
r-:a t Det
~~: t [ct
~ot [1': t
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
10
10
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10
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L'~T;:•:T ! CJ;·.~
'..... I ;":IT
, ;..,,
.:. ·-
1 Q1
1 . ..,,
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1 (:1
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1 e,
:c
10
10
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1 ('1
10
:!.O
10
10
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1 1!_,
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ANAL YTK:Al TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • ~PHONE [phone] • FAX:. [phone]
Ram Lea.ther Care
Pa □e: 4
October 30. 1C3~1
HALOGENATED VOLATILE ORGANICS
TR I CHLOROETrEr;E
TRICHLOROFLUOROMETHANE
VINYL CHLORIDE
IPE
MTBC:
!?TEX
(cont inueC:):
u □

/
V
.
o

•-t □/k □
!JC/!-<o
,_,o/k □
uo/k □
Custo11er Code: RAM Pt-.a:oe r,uc,be,·: <704) 545-9727
~~Gt Det
Nc,t Det
N~t Det
Nut Det
Net r:,et
Nut Det 10
LAB I.D. AA08116 E:ld ID N~□b•~ 402Hl Bold C~s~:□e~ Nu □ber 67~S
Ccllecticn Date: 09/20/91
S1Jbcittal D~tE: C~/23/~1
C·.;stc-~E~~ S2.I!'!=,l= I. D#: B-10. 10'
:"EST
~~.:tico~cone~t ~nalvsis:
EF::J:10[' ! C~'.'.._[1?01"".ETHANE
E ?JMCJ:=Q.t::i"1
CA~EO:~ ~E~RACH~OR!DE
C!-:LD ~:CG[\•,! Z Et·,;:=.::
Cf-L_O ?.C:iETHA~~E
2-CHLOFDETH"{LVINY~ ETHER
CrLDROFC!Rt".
Cl-!;...ORO~E:THHNE
CIBR□:~□CHLOPO~ETHA~E
1.2-DIC~LOPDBE~ZE~~E
~-~-D!CHLOROBENZEN~
1.~-2IC~i~OROEENZE:~E
DICHLORODIFLUOROMETHANE
! . 1-D I C~';_O~OE~HA~~::
1.2-DICHLOROETHA~E
1. 1-D I CHLOC:OCT!--'Et!E
TRANS-1.2-DICHLC!ROETHENE
1.2-DICHLQRO~·Ro~·Ar;E
CIS-l.3~DICHLOROPROr·~~~
TRANS-1.3-DICH~ORO~•~□~•Ei•~=
METHYLENE CHLORIDE
I. 1.2.2-TETFACHLORC!ETHANE
T~TRA:~~ORO~THE~E
1. 1. 1-TR I CHLC!ROETHA'.·1E
1. 1.2-TRICHLOROETHA~E
TE I C!--{_ORCH:Tl-'.E!-!E
UNITS
,_,_o/1-<:c
•.i.~ I k o
1_.~ I kc
'.'.~/!-:::;
I tJ.C / !--: C:
-'---~/ko
i}.::. / i.,_":i
'.\O /\..-,;□
1.1.0/l-<c
!.\:'.: / 1--□
'.'. = / k □
u □/~·.c:
•.u: / I-: o
'.!□/k □
·.t~/kc
·.•.□ I e. □
l.'.0 /I-;.:::
uo/h:::i
1_·.C / k 0
•.10/k~
lJC/]..;C:
i.t:./k □
'.CC/ I-'. C
'.t □/1--:□
,,.elk □
TE'.=:"
R::.~:u;_ '.
O~:C:P~~ICS
~\C: t Det
t\ ~ t ['~ t
I<::-t D.: t
t< 0 4: [·et
t·~·=· t [,st
t·~ C• t [1et
r-! C, t Det
Not Det
Not Det
N :it Det
>,. --1--[· = t " --r-i :t Det
i\-: t [·: t
~.;: t [=t N __ .._
L c Det
t-bt Det
N-:t Det
Ne-t Det
N-4 --Det
ts Ct Det
t·~ C· t Det
Not Det
Not Det
:5503
~~ ·J t [·et
~\ C•t Det
~~ =· t J:ct
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
r-:::=c T 1 or<
LI ririlT
~ ,.,. ,.,., ,-,.
~ ,(.•·-·--·
l iZ·:Z":·
1 C-,:~1:,?.
lC:0:3
1 :2,~0
: (}00
.• ,-,.,">, . ..,., -'-.••.:. ....
10(",0
~ OC'·:J
1 t?:0:21
:1200
: ~0:2:
:C--C0
: (10:.:...~
:000
1000
1 c,oc-,
1000
1c:,z:0
1 Q',;z:~
10~:2!
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ANAL YTJCAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TB.EPHONE (704) 527.-4183 • FAX: [phone]
Ram Leat,!-:er Care
Pace: 5
October 30. 1':?Sl
HALOGENATED VO~ATI~~ CRGANICS (cc~tin~led)
TRICHLDROFLUORO~ETHANE ua/ka
VINYL CHLORIDE u □/k □
IPE uo/ko
~~BE
!?TEX
1_·.s I k □
:_; o / !-:.o
C1Jsto11er Code: RAM Pt-1:-n~ i'~•-~:.!:Jsi·: (704)
~~st
Not
Not
l'-~ot
t-.!-::it
S4S-~727
Det
Det
Det
Det
Det
1000
100-J
1 c.0::
1 t?,?:C:
LAB I.D. AAl218117 Ecole :D N·.tJ:'!:C' 1+03H~ Bold Cust~mer N1imbet· ~745
~clle=ti:~ ~~te: 0s1201g1
SJbraittal D~te: 0S/23/S1 S•J~nitt~l Tim~: 03:47
BPC:.AaO:-'OF:---1
E,:,'.Q~~D~ETHAt·~E
2-C: !-'.L..O F:C:ET~\YL... 1,,1 I '.·lY~ ETl-:E F:
c:-:;._o R0~~1E Tf-'.A:'"~'.:::
r!E~O:::oc~LO?~~ET~P~IE
1.2-D:~•-:~□?□EE~lZErJ~
1.3-DICl~~OPCEE~~z~r~~
: . 4-[: I CHl....ORO[·.:~~ZE~<!::
D!Cl~~o~~[!!F~UCPQ\:!~~HA~~c
:. • ~-DI c~:!....o:=::c:::THH~·~z:
:.2-DICH~OROETHA'.·lE
1. 1-DIC~~ORO~THEN~
TRANS-l.2-DICHLOROETHENE
1.2-DIC~LOR □f•ROPA~E
CIS-l.3-D!CHLOROPPO~ENE
TRANS-1. ::.-[, I C!-l~O!?O~•~CJ!:··E:::•.l:::
tv:ETHYL.El~[ C ;--i:...o-F: I DE
1. :.2.2-~ETPAC~LOPOETHANE
TETRACHLOFOET~Et·!E
1. l. 1-TR!CH~OROETHA~~
1. l. 2-TRICHLOF:OCTl-,A!·,E
TR I CH:....O ~Q~T!-:£:t·f~
TR!CH!....DROFLUQRO!~ET~AtJ~
'.JI t~Y:... C~-!~OR ID!:::
uo/l.....
'.\O /'.._
·.·.c /L
UC /L ·
+.·.c I;_
i;.o/L
,_,o /L
'-'· ~ ~/ ;_
I
'-',C YL
,_,_:: :.'L
._,.::: / L..
·_,oiL
I.\U/L
'.'.□ /L
·.,c /L
I}. :1 / L_
'.l!:J /L
!.•.c/L
'.t.□ /L
l_!_:J/L
U'.J /L
ORGANICS
t" -+-., .. :,.. o~t
"·' -.. : ~ -~ Det
~-~ C· t C·c t
~' -.... [)~t _,.;,_, '-
~-' -..... ;', ;,_ \., [';; t
N--., -' Det
i .. '.c, t [•et
t~ ~t Det
~~S· t Let
r-~1: t [Jet
~-l :· t DE t
~~ ot Det
t-! -.i..
' • ..: l ['2t
Not Pet
t·~o t Det
t-.,1,:,t Det
Nc-t ['et
Nat Det
t~c-t Det
Not Det
Not Det
N:t Det
-r ~ ei t Det
Net Det
~-~wt Det
Net [·et
\!:,t ['et
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
rr,i:-:-r..,.... .. r,►._• --'~-! .:. ,_.;,O
1
1
1
1
1
1
l
1
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1
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1
1
1
1
1
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Ram Lec-,t~.er C2.-:-·e
Pa □e: E,
October :;,~. 1991
HALOGENATED VOLATILE ORGANICS
CHLOROETHAt,E
CIS-1.2-DICHLOROETHENE
ETHYLEN~ BRO~~ I SE
!PE
MTE'.E
f!TEX
Gre,d . .., l-I. B1.i.t· o i :-,
~2b:~atorv ~a~2c2t·
( er;,;,": i !"";1.te:I}
1.1.C/L
1.to /L
u □/L
u □/L
:.:o/L
J.i.[J / !...
hiGt
Not
Net
Not
Nc·t
Nwt
Det
Det
Det
Det
!)et
[•et
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
1
1
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ANAL VTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE {704) 527-4183 • FAX:. {704) 525-0409
October 2C. 19"i1
Ra □ Le5the!-C2~-E
Htt:-:: E. Clif'7 We:~·lev
1Sl00 Alj2r·nar·le Rd
Ct--.a.dotte. f!. C. 28227
I De 2-~-r-r:·:·. l-!or le v:
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C'.: Sec.te~be-;,· 24. 1cc1 •
Customer Code: RAM ~'~:~E ~J~m~e~-= (7e4) .S~~-~727
LAB !.D. AA0813~ E:l~ !~ N,~mbe~-G412Hl-~ P:ld C~tstc~€:-~~~~~E~-E,74S
Collecticn Date: 0S/22/g1
S·:~citt&l D~te: e~/2~,'51
-:--:::ST
PARA:--:ETEF
~~ltice:~oone~t aralv:i::
E.RO~OD!C~~ORO~ST~·iA~E
I: FO'.':".O!=""C~!Y.
~.;:;:□'.Y:J:"'.ETHP.\:E
CPPBON TETRACi~LORIDE
C ~'.'.....0 ROE-!::r-.!Z ~~-~::::
~1--'.:_c :=.GETl'":At ~E:
2-c~:_oR □ST~iYLV!~~YL ET~[R
CH'...ORQFORt~
CHL.OROtt;E::T~At~E
DIEROl~OC!~LOPOMETH~~~E
1.2-DICHLOROBE~ZE~~
1.3-DJCHLORQEENZENE
1.4-D!CHLOROBENZEr~E
DICHLORODIFLUOROMETHANE
1. 1-DICH'...OR□ETHANE
1.2-DICH'...OROETHA'.!E
1. 1~01CH~OROETHE~E
7"RAKS~l.2-DiCHLOROETHENE
1.2-DIC~!~OR□;·R □PA~~~
C!S-1.3-DICHLOROPROPENE
H:~;_']~,E~-!A:c:r::, !.1 o;_H: r LE
;_;_::;I/ k :::i
:_: c:/ kc
1.l □1/k □
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1_•.c / 1-: !J
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'.l□ lk!J
1.r.□/l-:0
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1.t □ I k □
□PGi::1:--ncs
r-.!:, t Dct
t"~ C· t S' ~ t
~,!c,t [•~t
'kt DEt
r-~Gt Det
Nc-t Det
~-,Jc, t Det
N.:t Let
~~: "t [-c:-t
r-.; ·= t C·=:t
~< c-t D·2t
~~ct [,et
Not Det
~\-:, t Det
r-iot Det
J-\ct Det
N :Jt Det
~~Ct Det
r-ivt Det
t·~ C· t [ et
TRR~S-1.2-DICHLOR□~•R□~•ENE uo/ko NGt Dst
~ETHYLENE CH~ORIDE 1~0/k □ Net r~t
:. • ~. ::. 2-:"E::::TRf'.=\Cf-'.!.....OROET!--h~~~E :_,c/k!:J rJ:,t D:t
TETF:,:.Cf-lLOF:OETHEt:::: 449 SPRINGBROOK ROAD'-CHARLOTTE, Ne 28217
10
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • ~PHONE [phone] • FAX: [phone]
Ra.m Le-att-,e'!'~ C2.~~e
Pa □e: 2
October 3121. 1991
HALOGENATED VOLATILE O~GAN!CS
1. 1. 1-TR I CHLOROETHm,E
1.1.2-TRICHLOROETHANE
TRICHLOROETHENE
TR!CHLORO~LUOROMETHArlE
\..1 I~~YL CHLORIDE
MTEZ
(c:·orit ir:uE:::;
u'c I k o
u □/ko
1.t □/kc
1.,e:/k □
l.lC / k C
1.'.0 / 1-: □
IJO / I"\ C:
'.t::: / K. □
ii~ t Det
Not Det
N e:t Det
· r\wt Det
Net Det
N.o t Det
~~Ct L'r..: t
Ne:t D=t
10
10
10
:0
------------------------------------------------------------------·------
Comments:
t· •.t::. r.
Custo ■er Code: RAM i='!-:::.e ~~-.\r.;::-e:·: (7C>:4) ~L1.S-·S727
LAB I.D. AA08137 2-~lC ·re, i·>:.c~e:·,· :L;::!-::'..-4 E~lG C•.c;~::;:e'!'· ~~1;_1:1::e·.-,::.c;.::
Ccllectic~ Date: 0S/23/91
s~b~itt~: c~te: 0S/24/S1
c~stG~E?" s2~=!e !.Df: BOR!~J[ -------------------------------------------------------------------------
T::ST
RC':: 1_1:_ T
DET~CT I or·~
L.P,:J T
------------------------------------------------------------------------
E RO'."-'.:COF:'.':':
E ?2:'"".0::~E::"T H~{~~;::
CYL._Q~1::ETHAr~E
2-CHLORO~THYLVINYL ~T~~ER
CHL_O POFORl"'i
CHLORO~:::T~:A:,~~
CI e F:O".::JCHLO r::o:--::::-;-c:r 1:c:
1.2-D!C~~ORDB~NZEN~
1. 3-[, I CH~OF.OEEr'~ZCr'![
1.4-DICH~OROBENZENE
DICHLORODIFLUOROMETHANE
1.1-DICHLOR□ETHANE
1.2-D!CHLOROETHANE
1. 1-DICHLOROETHENE
T:=:~:l·:-~-1. 2-L' I CH'.._090E7HE~~:.::
!.2-D!C~~OROPRO~•AN~
CI '::-1. ::,-r: I CHLOROPROPE:·,E
TF.ANS-1.3-DIC~LORO~ROPEN~
METHYLENE CHLORIDE
'.1:::1 /k.c;
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i':~t Det
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tfot Det
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t·~o t Det
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449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 • CHARLOTTE, NC 28231 • TELEPHONE {704) 527-4183 • FAX: [phone]
Rar.; LeathEt"' Ca"?"~e
Pace: 3
October 20. 1C3S1
HALOGENATED VOLATILE ORGANICS (cc~ti~uedl
1. 1.2.2-TETRACHLORCETHAflE
T~TRAC~~OROETH~NE
1. 1. 1-TRlCH:...O~OETHAt~::::
1.1.2-~R!CH~OROETHA~E
TRlCHt....ORfJETHEr-.!E
TR!CHLOR □FLUDR □METHA~E
IPE
t-1TEE
1.1.e!/kc
un/ku
1-1.:: / k 0
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t...: C:; Det
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Nc-t Det
·Not Det
~l~t Det
N-:,t Det
f' -~ ... ·-., Det
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---------------------------------.-------------------------------
Customer Code: RAM P~c~•
LAB I. D. AAQIB13B Ee ld H·
F-::·D~".OfC•Rr,:
E P.~;---:o:--,,-.:=:~.r;i~ ~E
CPE30'.·~ TETRACHLCRID~
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CHLOROME~f-:;ir,E
DIBRO~OCHLOPOMETHANE
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1.2-DIC~~OROEE~ZE~;E
1. 4-D!CHLO~OBEr~z~N:::
2!C~~~QRODIFLUOR0~1ETHANE
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l. 1-DICHLOROET~t~NE
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: . 2-C· ! CHL...OF:O~·pc:~•f'=1~-'.E:
CIS-~.3-:!C~LORO~'R □~·Et~E
~~LC~Et·lAT~D VOLATILE
!:.,1/~·n _, ~I '...,
1.'.C / !-: D
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l.t □ ( k □
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T~ST
F:::-U'....:
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l-..!-:-t L'i= t
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t·~ Ct DEt
r<: t r:·::: t
~'-.!-: t DEt
r--1c.,t Det
t\ -=· t Det
N:it Det
r,:c,t Det
~~ :-t Det
t-' -"--Det
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r~ot DEt
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'.'~ Cc t D ~ +-
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449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] B.3 • FAX: [phone]
Ram Leathet· Care
Paoe: 4
October 30. 1S91
HALOGENATED VOLATILE ORG~~ICS
TRANS-1.3-DICHLOROPROPENE
METHYLENE CHLORIDE
1. 1.~.2-T~TRACHLOPOETHANE
TETRACHLORO~iH~N~
1. 1. 1-TRICHLOROCTHPN[
1.1.2-TF-~IC!-L.qRO!:::THHN~
T~ I C!-:"L..OROET!-:Er~E
TR!CHLDR □FL~OROM~THA~~
~'HNL CHLORIDE
!PE
MTF'E
E,T~J'.
Ce::a:r.;e:-.t :c:
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(cont ir:1.te::!)
uo/t<o
uo/ku
1.1.c /ko
tc= I k o
1-:c/\-:o
•.•.a/ko
1.10 /kc
l.'.□ I k [l
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:_:_o/ke!
·.,o/ko
'-'.~ / l-: .J
' Customer Code: RAM ~'~~~2 N•!s~sr: (704) 545-~737
t,ct Det
~-lat [Jet
r:ot Det
Not
r·-:c t
r-.:i:t
Det
DEt
[1 et
[£ t
Det
Dt:t
Det
N~t Det
~~-:t Det
10
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LAB I.D. AA0813q Bold ID N1J~~e~-[L112~1-4 B~:d C~sta □e~-r~.(~~e·· -~4~
C::lectic~ ~ate: 0~/23,'?1
S.:~~itt~: D2t~: CS/24/Sl .S~t~it~~l Ti~:: 07~24
C1.1.st :c;,;e~-SE; .. :Wl e I. [Jt: SP~-1;:•'.._~ 1. B-i4
~-;!ticcc=cr~~~ ~~al~sil: HA~OG~'.~ATE[= ~1OLATILE
DR~~IJDICH~O?O~ZTHANE u=/~o
BROMOFOR~ ~t □/ko
C~L..OROET!~A!·~E
2-CHL□ROET~iYLVI~YL ETH~R
CHLOROFORM
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DIBROMOCHLORO~ETHA!·~~
1.2-~ICHLQROPE~JZEN~
1.2-C!CH~OROBE~JZENC
:.4-DICH~OROBENZEtJ~
D l C!-'.~1JP8D I 1=Luo~:O~E":!-'.P(·;:::.
:. 1-CICHLCRO£THANE
:.2-DICHL □RDETHANE
I. 1-DICHLOR □ETHENE
'-· O / k D
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449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
. ,-., ;.. ,_.
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: (704152S-0409
Ram Lee.the"?"· Care
!="•ace: 5
October 30. 191:;1 ·
HALOGENATED VOLATILE ORGANICS
TRANS-1.2-DICHLOROETHE~E
1.2-DICHLORO~ROPANE
CIS-1.3-DICHLOROPROPENE
TF:A~~S-:. 2,-D ~ CHLO R□;::•R □;:•Et\!E
METHYLENE CHLORIDE
4 1._.2-TETRACHLDROETHA~~S
TETRACHLOROETHENE
1. 1. 1-TRICH~OR~ETHAr~~
.i.. 1. 2-TRIC!-i:_□ROETHHt'~E
TR I C~:L □RDETH:C:NE
7RIC~LOROFLUORO~~THA~~E
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IP~
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[:·~.:.:-., l,,-J. E 1•1.r·ci·:.
~~-~o~-2t::·v ~2Gac2~-
---
(cor.tir:ued):
l.lC / f...; □
1.,□/kl:l
uc/k □
uo/~c
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uo/k □
'-<□ I ho
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:.•.c/ko
:.1.c/ko
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!"!ct D~t
N:,t C·:::t
Not [·et
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t,-:t Det
Net Det
~,-ct Dct
~-~Gt Det
t<ct Det
Not Det
r<:t Det
~~at Det
i'~ot _Ds t
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449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Rc.r:; Le,;,.the';·· C2."!--e
Attr,: E. Cliff ~c-lEv
~'5100 Alterma.r·le
C>--,.a.,·ldte. tL C.
E-elow are t'et·~lts of 2.nalvsis c~ 1
c-:-. Se=·t-=mbe~--2-'-:. JS'·?i:
Customer Code: RAM ~·:-,Q:-,= ~~-•.r::::~r: ~7t04~
LAB I. D. AA08140 Be :co :L ,.; .-.::i::a·· L;; 2,''.
c~:le=tio~ Date: 0~/~4/Sl
E~~~itt~: Da~e: 0~/24/Sl
------------------------------------------------------------------------
TC':":
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:::c:::r: ~-: c;:-:
!.... I~: IT
----------------------------------------------------------------------------
E S:J!"':8C· ~ CHLO F:Oi":E:::T!··;r~t<E:"
BR0M0!'"0R~'.
2-C~ILORO~THYLVINYL ETHER
Cl-:LCJROFOP:V:
CHLC'F:0METHA~,E
D!EROXOCHLORO~ETHAl·JE
1.2-DICHLOROBENZENE
1 ._3-D I Cf~'.:....OR.OE!::t-~ Z E~1:E
1.4-DICHL0R0BE~ZE~E
DICHLDR□DIFLU0R0METHAl~E
1. 1-DICHLDR0ETHANE
1. 2-D I CHL0R0ETHAtlE
1. 1-DICH~ORDETHENE
TRANS-1. 2-DICHLD'::OETHEt,E
l.·2-DICHL0R0PR0PANE
::rs-1. 2-DIC!-'.LDR □r:·F0:::·El)E
TRA~!S-1.3-DICH~□R□~•ROPENE
~ETHYLENE CHLORIDE
1.·:.2.~-TETRACH~OROETHAt~~
TE·1-RACHLOROETHENE
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1.tu/L
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c:r:~-;~>11 c:s
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~~ ,:, J,: L·~ t
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r~ -:-: [·~ t
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~~ -:• t D at
t·,,:,t Det
NGt Det
r·-i e: t Det
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.:.:
1. 1. 1-,RI CHL0R0ETHi;\49-SPRINGBROOK RGAt,, • CHARLOTTE, NG~82'f'7"
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Ram Leather Ca.~-e
Pa □e: 2
October 3'21. · 19':t 1
HALOGENATED VOLATILE ORGANICS (continue~>
l. 1.2-TRIC~LOP □ETHANE
TRICHLOROETHENE
TRICHLOR □~LU □ROMETHANE
VINYL CHL_ORIDE
CHLOROETHANE
CIE-1.2-DICHLOROETHENE
ETHYLENE BROMIDE
IP:.::
tc".TE-E
B.,.EX
t.t□ /L
,.,o /L
uc/L
i_to/L
u □/L
'.\O /L
1_:c /;_
1.t::::i /L
•.·.c /L
'J □/~
Not Det
Nvt Det
Net Det
Not Det
N~t Det
Ne;-t Det
Not Det
~~ ot [ic4--.
~-.j Ct Det
Nc.t D 12 t
1
1
1
1
1
------------------------------------------------------------------------
Ccr.imer,ts:
C: t· z.,..:: •.; L,;. E ,_._ !" c i r.
La~c~atot·v ~&~~□er
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
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ANAL YTlCAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: (7D4) 525-0409
Octc·ber 30. l':'l!
Ram Leathe:~ Cat~e
At t n : E. C l i ff W c,· l e ,,
1 ':: 1 00 A 1 be 'r-m ~. ~-l e
C~,ot· l ut·t 2. ~~-C. 2222:7
Selow a~e r~s~lts c~ 2~alvsi£ of~ sa~~les t·~c2ive~ fo:· exa~i~a~io~
en Seote~~e~· 2S. 1g;1:
Customer Code: RAM ~1~c~2 Nucbei~: (70~: ~4~-S737
LAB I.D. AA0811S0 E,~,:::·rD r,.:1_·,rn'.:·(='r" [JL::-s:-1:-2 E,.:lC C•.istc:lil~-:--~,:.tr:1b-=-·--t:-7~'1'.:
Collectio~ pate: 09/2~/~1
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-----------------------------------------------------------------------------
L.::T::C""."":!:O'.·.'.
~~:,·.I:
-------------------------------------------------------------------------
!? R'J~,.., 1:J :, I C :-~:_ C1 r=:Oi':E T!-'.Hf,~ E
2:-_,Jl"'.C\~[l~M
C!-'.:...O F:CEEr·~ Z Ei<E
c:-:L...o :=;:0~1!-:;::J::
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1. 2-D I C!<'.....OP.OP,!::t~ZEtJE
1.3-DICH~ORCBE~;zE~:~
1. 4-DICHLORO!?-E~~ZEr,1E
DICHLORODIFLUOROMETH~~~
1.1-D!C~l-□ROETHANE
l.2-DICH:...OROETH~NE
1.1-D!CHLOROCTHENE
TRANS-1.2-CICYLOROETHE~E
l.2-r!Ci-~L...OROPROPANE
CIS-1.3-DICH~OROP~□~·c~~z
TR~~S-1.2-DIC~~ORO~RO~'E!~E
·.·.:::/ko
:_:_c / 1-: C
· ... □/ko
'-'·= :',.; C
••1.C / k::::
'.t'2/~::.i
uti/kc.
:_,j / ~: □
1.(0 / ].•. Q
1.\0 /~;CJ
.·.CI 1-:o
'.".C / j-( C
,.·.a I k 8
·.1.c/l-:0
=.::::/ ~: =
uo/1--:c
~~THYL...CNE CHLOR!DE uc/k □
C r::C:-P:·-~ IC~,
t·~ :-t Det
f\.;::,t Det
\'. :-t D '= t
... ,,. ,._ L'<'-' >.· Det
, .• -+-Det . ' -...
~-! C: t Det
t·. -•. '~ -· .. [1e t
N0t D::t
r-~ ~ t Dct
~/ :,t Det
!\! =· t Det
t ~ :, t Det
Ncot Det
~-Jot Det
~~0 t Det
Not Det
Ncot Det r, c•t Det
N,ct Det
t,l_ +-Det ,,~ ...
t·!: t ['Et
t\: :, t L1et
1.~.2.2-TETRACHLOROETHA~l~ uc/kc r~~t Cet
-:-:::rRAci--::...oro==THENc 449 SPRINGBROOK RGAD'-CHARLOTTE, Ne"2sf#
10
1 Q,
10
I
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D
u
ANAL YTJCAL TESTING~ CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TE,LEPHONE {704) 527-4183 • FAX: [phone]
Ram Leather· Care
Pace: ·2
October 20. 1991
HALOGENATED VOLATILE ORGANICS Ccontin~edl
1. 1.1-TRICHLO~□ETHANE
1. 1.2-TRICHLOR□ETHANE
TRICHLOROETf-'ENE
TR!CHLORO~LUORO~ETHANE
V!NYL CHLORIDE
I;:•~
r<TEE
BTEX
1.to/l-:0
u □/ko
,_,_Q/kc
1.t:i/k:i
t.lG / \-: C
u □/ko
uc/hc
1.:0/\.-:0
Net Det
i~::,t Det
Nat Det
·Not Det
t,~ C· t Det
Not Det
t-..! c-t Det
t-.!8t D12 t
------------------------------------------------------------------------
Customer Code: RAM ~·her-is r·'1u:::t::.e·:··: {704) 545-S737
LAB I.D. AA081Cl1 Ec,lC lD N•.,r.i~e)· G:42SH:..-.::: EclC C=.•.stc:-De~--~<·:.:c:t:-~:-· ~7.!.i'::·
Collectio~ Late: 0S/24/gl
S:1tmittal Date: 09/25/'?1
C·1st~mer S2~~le I.D#: E-12.20' ------------------------------------------------------------------------
":EST
J:·ARA~1CTER
1 J>,,ITTO:: _, ..... -TES:"
F:CSIJLT
--------------------------------------------------------------------------
~~lti=o~o0~e~t a~2lvsis:
E.RO~QC!C~~:....ORO~~THANE
~i. ~:Dr--:oi--o ~:f"',
~~LOSE~~~1CD V~~ATI~E
t_lQ / \-,; ~
CHLDROEENZEt'>IE
cr'.'.._['~OETH~.\N[
2-· C! ~:....o :::2:::I-'.\'L ~-· ~ t--~·':'L ET HE F
C~-::__ ~ FOFO F;tyi
CHLC f?IJr,.:ET!-:P~<l:::
C!BRO~OCHLOR8~~~~R~JE
1.2-DICHLOR □BENZ~N~
1.4-DICf-'L □ROPENZENE
DICHLDRODIFLU~POMET~~At~~
1. 1-DIC•!LC~OETf-'AtlE
1.2-DICHLO~OET~A~~E
1. 1-DICHLOROETHE~E
TRANS-1,2-DlCHLOROETHENE
1. 2-DI [HLOROe•R·oPAJ•'E
C!S-1.2-DICHLOROPRO~ENE
TRe;J·:S-1. 2-D ICHLOROVi::OPENE
ME~~YLENE CHLORID~
1. 1. 2. 2-·TETRACHLOROETHA'.iE
7S~RACHLOROETH~N~
1. ~-1-·:-r:.~c1-::....0!~0ETHP.NE
·-1.::;/Ko
:.•.C / k o
:_1.0/kc
l_',Q / k D
.. l ,'I' -_\i' I ,-....
1;,G/l-:::
IJQ/\~ □
I :.'.~/:..:□
,_,.d/kc
l_'.D / k D
uo/kc
:_,.S:, / ~: □
1.1.c/l-:=
•-·-□ / k ::1
l_l D / k 0
•_1.0/ ~: □
l_lO / \.-: C
1•1.:J/ko
I_I_L:VkD
;_,_c/k □
1_:.c / 1-: C
'}SI k □
,.,c I k □
D~::-~i>~lC~
Net Det
J,ct Det
r.:.:t [•at
N-::t D;;t
t·~ct !::2t
:-~-::t L-:::t
:-:ct Det
hlc-t Det
r,\:,t Det
N:•t Det
~<:it [,~t
N::t [',::t
[\~: t
t·~ Cit
\!Jt
Not
Det
[:Et
Det
Det
Det
Det
Det
Dat
Dd
I'.• Et
D~t
[-et
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
10
·1 (,"-
:i.12',
10
10
ANALYTICAL TESTING & CONSULTING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE (704] 527-4183 • FAX: [phone]
Ram Leather Ce.re
Paoe: 3
October 30. 1'3'31.
HALOGENATED VOLATILE ORGANICS
1.1.2-TRICHLOR□ETHANE
TRICHLORO:C:THENE
TRICHLOROFLUORO~ETHANE
VHNL CHLORIDE
Ie'E
MTEE
ETEX
(cor1t ini_led)
uc/ko
l.l □ / k 0
l.lO / 1-: 0
'.t □/k □
1.~c /kc
r.i.o/k □
u □/ko
N:'t Det
tJot Det
Not C·e t
N:•t Det
~Jct Dtt
Nc,t Det
Net Det
10
10
!C'
10
: I?
10
J..C
I
I
I
I
I
I
------------------------------------------------------------------------
I ResGectfullv submitt&d.
I
I
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I
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D
I 449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
I
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: {704) 525-0409
OctGbe,· 2C. 1991
R2.r.1 Le c.t h et· C c-:r·· e
1~tt,.: E. Cliff J.,;c:·lcv
!5100 Albet'm~~le Fd
Cr".c.:-luttE. N.C. 28227
Eela1, at·e re~~lts of analvsis of 1
er: ~ecter.:t.e:· 25. lSS-~:
Customer Code: RAM !='~.o;-,e ~-1:;_r.:'.:s·:·: (7tl!-~) 5 1~!:-9737
LAB I.D .. AA08159 E:·l::'. ~D ;~1.1r.:=.er G1-'.i-27H! Bcld C•Jstor:-.i;:-~--r\,;.c::.-e·:· E:-7~'::-
C:l!e=tior ~ate: 0S/2~/~1
~~t~itt~l Di.t~: 0S/2S/S1
C·1Etornrr Samele I.D*~= B-12
I
'
-,-~,::....-
-----------------------------------.-----------------------------------·
~~:tic~~~o~~nt ~~alvsi~: HALDGE~ATED VO~A~!~E
Ef~O!~O~!C~LORO~ETl~Ar~~ i}o/L
PSQ'.~OFOR~: ~~/~
2·-C ~~C.1 ~;'.OET!-·:Y~ V ! '. ~·1L.. ET!-:::: F:
C!-oLO R:OFO RM
CHL.ORO~ETH~~-~~
CIBSO~OC~'....QRO~ET~:Rtl~
1.2-D!C~LOROB£r~ZEN~
1.3-DICHLGROBENZE~E
1.4-DICHL.OROBEt~ZE~~E
DICHLORODIFLLlOFOMETHANE
1.1-DICHLOROETH~NE
1.2-D!CHLOROETHANE
L ! -DI CHLO ROC:THE~!E
TRAliS-1.2-DICHLOPOETHENE
1.2--CiCHLOR □~·ROPANE
C: I 5-~. 3-D I C!-i'..__ORQ!-•r:.o:-•::r~E
TR~tJS-!.2-D!CH:_□ROPRO~•E~J=
~ZT~-{~E~~E C!~LORIDE
1.·.0/'._
1.:c/i_
:.i.::i /L
•:.o/L
•.t:::i/'....
l.iC/L
·.1.~/L 1_J /L
:_:,~ /L.
1.•.c /L
•.:.□/L
1.~□ /L
U!::) / L,
1:.c/:...
uc/'....
l.',i:, /:._
0 ~C:-.C)>~ l CS
!'J: t ['t:t
~~c:t [:~t
Nc-t [ct
~~ eit Let
~,' -,. :"'-_ ..... I'._. . .... I:: -
r,!a:it Det
r,1 -,._ !:·Et
N-~t [•et
r,1 -... ' --[1= t
N,::,t ['et
Ne: t Det
N-:,t Det
:· ~: "'; Det
N~t Det
t,: t Det
Not Det
~;ct Det
N:>t Det
Nut I:'E t
~~o t e-~ C C
~~ c-t [2t
1.:. 2. 2-TETRHC!--IL □r~□~T~lrlN~ 1.lc/L ~-'.-:,t [1:t
TE~RACHLOROETHENE ~□/L ~~ct Det
1. 1. 1-T RI CHLOf'IOETH14~ SPRINGBROOK R(9Ai!. • CHARLOTTE, NG'28l!'f1:
1
1
1
1
1
;
1
1
1
1
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g
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I
ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [704) 525-0409
Ram Le&thet' Cat·e
~·a □e: 2
October 30. 1S91
HALOGENATED VOLATILE ORGANICS
1. 1.2-TRICHLOROETHANE
TR I CHLO ,WETHENE
TRICHLOR□FLUOROMETHANE
VINYL CHl_ORJDE
CHl_OROETHANE
CJS-1.2-D!CHLOROETHENE
ETHYLEIJE BROt"'.IDE
JC•:C
•,-:--p7 I,.-·-
BTEX
C-:::;rr.mer,t s:
ot·o•.t:ld1-";2.t er
(cont i;1ued) :
•.:.c./L N.::-t Ds·t
ll □/~ Not Det
u.□ /L Nc-t Det
uo/L Not Det
uc/L · Not Det
IJG/L Not Det
:.i_::::. / L ~ot Oct
l.iC/L Nat Det
l.'.W/L N;:, t Det
IJO/L "I-.+ '" ._ " Det
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217.
• • 1
1
1
1
• 1
1
1
I
I
I
I
I
I
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I
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D
u
I
( Bold Re~~
0
~rch Labs)
ANALYTICAL TESTING·& CONSUL TING SERVICES
P.O. BOX 31486 • CHARLOTTE NC 28231 • TELEPHONE [phone]B3 • FAX: [phone]
\'.=-ltt.:-.: E. Ci i ff L-J~.-.· 1 ~1.1
:~:~~ Albe)·~al·]e ~□
Bel~w ere results cf a~~lvsis of 7 sancles t~eceivej for examin~tic~
CustoNer Code: RAM
LAB I.D. AA08532
10/21/Sl
C::71~~-7 f.:--~,j :..:.__._~tC':\~·:·
C0llect10~ 11re: !~:20
~~.lti=omoa~e~t analy~is: H~LOGEN~-r[D VOLA~l~E
fSOMODICHLORO~ETY~~J~ 119/k~
BRU~O~UR~ iJg/k~
E f:. :.:ir11CW1ET!...J_~: ~[ :_, ~ / k;:
C~?BO~~ TET~ACHLO~!D~ •Jg/k~
CHL0~08Et~ZENE ug/kg
CHLOROETHANE ug/kg
2-C~~OR0~1-H1'LVlr~·{L ETHER
C:--'L U ~-<0~' ll Rl"r:
C HLfJF==1r:iETHPt'.I'.::
DlERUMOCHLOROME"rHANE
1.2-DICHLOROEENZENE
1,2-DICHLORDBENZENE
1.4-DICHLORO~ENZENE
DICHLORODIFLUDROMETHANE
1 ~ 1-D I CFLOFCiET:--iA!-.:E
1,2-DICHLOROETHANE
l. 1-DlCHLOROE::lHEr,E
TRANS-1 1 2-DICHLORDETHENE
1.2-D!CHLOR □~•ROPANE
ClS-i~3-D!CHLORO~•RO~·~NE
TRAris-1.3-DICHLORO~·ROPENE
l.il:;)/kp
1.1q/ 1-·g
ug/kg
I}_ C: / k ~
i.1g / k ~
u~ I k ~·
ug/kg
l.\g/kg
l.tg/~.g
l.'.0/1--:~
1_1.g / k ~
1_1,g/l-:g
ug/1--:g
qr·c.1 I: ·r
• ·----I
Of;:GHr-: 1 c:;
r·~ c-t i:Et
~,ic,t t':'t
f',~ ,:, t [ct
r.iot ri?t
r·J ,:• t [:e--::
~~ ot Dst
r, o t DEt
r-.!c,t Uet.
r-.J :-t De t
r,.;ot LJet
t-..:c. t [Et
r·~ c,t Det
Net Det
~-.:ot Det
t\:ut Det
Not Det
NGt Det
Not Det
Not· Det
1Jc, t Det
Nc•t Det
ME1HYLENE CkLORIDl~ ug/kg Not Det
1, 1. 2. c'-TETRACriLOROETH,C,l·iE <Jg/kg r,c,t Det
TETRACHLOROETHEr,:=. 449 SPRINGBROOK J'i'oA6~ CHARLOTTE NC28~1''?
-10
j:Z,
1 t?:
1 ll
10
10
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I
ANAL YT}CAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX:. f704) 525-0409
Ra.m Leather Care
Page: 2
October 31, 1551
HALOGENATED VOLATILE ORGANICS
1, 1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRI CHLOROETHEl>JE
TRJCHLOROFLUOROMETHANE
V Ir>JYL CHI_OR l DE
!PE
MTE-E
BTEX
MINERALS SPIRITS
(cont ini.ted):
'-'Q/kg
'-'Q/kg
ug/k~
,_,_g/kg
IJQ /kg
'-<glkg
1_1 g /kg
,.,g/kg
mg/kg
N-ct Det
Not Det
Net Det
Not Det
Not Det
Not Det
Not Det
Not IJet
M1Jlticomponent analysis: AROMATIC VOLATILE ORGANICS
BENZEt,E
CH'....O ROBEt, Z ENE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DJCHLOROBENZENE
ETHVLBENZc.r,E
TDLUEt\JE
x'YLENE
METHYL TERT BUTYL ETHER
ug/J.,:g
ug/kg
I.( g /)..; Q
,.og/kg
ug/Kg
,_1,g/ kg
1_>.g/~i[;!
,_,g/kg
'.'.C /kg
l.tg/ kg
Custo ■er Code: RAM !='hone Numb1:r: (704) 54~-Sl73?
~~c•t Det
Nc,t Det
N,:,t Det
Not Det
t·Jc-t Det
t,ot IJet
Not Det
Not Det
N::•t Det
Nwt Det
LAB I.D. AA08533 B·JlC: ID ~;ur.,t::,E·~--l::S71H:!.-7 Eoid Custornei· l\~ur.ibe:r 67.:i~-
Collec-tio:1 D='te: ,10/21/<::11 Coll-ect1,Jn Time: 12:0'.:::,
S•.1.br:itt~.l Di=te: 10/22/91
Customer Sample I.D#: 815-10'
TE-=.T
l='AF:HMETER
S1Jbmitta.l Time: 11:'::.,E:
TE::T
R[SUL T
fT11.1l t icomponent ar,2.lysis: HHLDGEi·~ATED ~•O~AT ILE ORGAI, I CS
B ROMOIJ I CHL.OF:Oi"ETHA• ,E '~lQ /kg !""~C· t Det
BROMOFORM 1.1.g/kg Not Det
BROMOMETHANE I.I q I 1-,, ~ Nc,t Det
CARBON TETRACHLORIDE ,.,g/kg Not Det
CHLOROBEhiZENE 1.1g/~g Net Det
CHLOROETHANE •.19 I kg Nwt Det
2-CHLOROETHVLVINYL ETHER 1.1g / 1-:g Nc-t Det
CHLDROF □f;:M ,.,g/kg Not Det
CHLOROrt,ETHANE '-'t,/kg Not Det
DIBROMOCHLOROMETHANE ,_,.g I kg Not Det
1,2-DJCHLOROBENZENE ua/ka Net Det
1,3-DlCHLOROBENZENE ug/kg Not Det
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
· DETECT l Dr)
1 t:1
10
1 I;_';
1 l,:1
1 C:1
10
l ~1
10
1 Ql
1 e,
10
10
I
I
I
I
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I
ANALYTICAL TESTING & CONSUL TING SERVICES
Ram P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE f704) 527.-4183 • FAX: £704) 525-0409 LEa.tr1e!~ Care-
Page: 3_
October 31, lS':ll
HALOGENATED VOLATILE ORGANICS (continued!:
1,4-D!CHLDROBENZENE
D!CHLORODIFLUDRDMETHANE
1, 1-DICHLOROETHANE
1,2-D!CHL□ROETHANE
I, 1-DICHLOROETHENE
TRANS-1,2-DICHLDROETHENE
1,2-DICHLORODROPANE
CIS-1,3-DICHLORDPRODENE
TRANS-1,3-DICHLDR □PROPENE
METHYLENE CHLORIDE
11 I, 2, 2-TETRA:::HLOF:OETHAl!E
TETRACHLOROETHENE
1, 1, 1-TR!CHLOROETHAt-JE
1,1,2-TRICHLOROETHANE
"tF I CHLORL'ETHEt·~E
TRlCHLOR□~LUORDMETHANE
l)INYL CH:....O~:I[,E
I Vi::
t,.,1TE-E
BTEX
r•ilh!~:-:.Al...S ·:::i..:•1F:ITS
1.1t; /kg
e<g/kg
1.tq/kg
ug/kg
,.,g/l<g
•.tg /kg
IJg/kg
ug/kg
ug/kg
ug/kg
ug/kg
ug/kg
1.1.~/kg
ug/k~
u.g/kg
'}.; / ~·-Q
;_:g / :-: g
ug/kg
'-'~ /kg
ug/k9
r,ct [,Et
N.~t Det
t-.Jot Det
Not Det
N•Jt Det
Not Det
Net Det
Not Det
Net Det
l\!.::t Det
~J.Jt Det
Nc•t Det
t-J,:,t Det
Not Det
Not L•e t
f\!~ t I.1e t
!\-: t: [~c:
01:,t 8et
~,J,: t [1 Et
t.J-::,t L•et ,, ~.
M~lticomoo~ent ~~2ly~is: ARO~ATlC VOLATILE ORGANICS
PE!-,ZEt·IE
CHLOROBENZENE
1.2--GICt~LO~~SE~~ZE!·~~
l~~-DlC~~O~OBENZENE
1.4-DICHLORCBENZENE
F:'T :-!YL BEt ~ Z E~JE
Tu:_uEt<E
:,: YLE_t\tE
ME7"HYL TEFT BUT.iL ETHER
I SO,'RCJC'YL ETHER
Custo ■er Code: RAM Pnonp Number:
LAB I. D. AA08534 Bo l,: ;r., ,,,.1~te·,·
Collection Dat•: 10/21/Sl
Submittal Date: 10/22/Sl
Customer Sa~~le-I.D#: Bl~-41
TE'::T
C<ARRMETER
I_I. q I~-~
•J.g/~.g
1_:.!;; kg
'-'~ I kg
ug/kg
l.tg/kg
,_,_g /kg
1_1.q/kg
1.tg / !-< Q
,.,g/~g
r,L:•t Det
N,-,r Vet
~,t.:,t Det
Nc,t Det
Not D= t
Not Let
~-lot [iet
Not Det
Nc,t Uet
< 704) ~-it =--S.72,7
~57lHJ-7 B0ld C1 .. stcmer
Collection Time: 14:45
S1.1b~itt&l Time: 11:56
Ut<ITS TEST
RESULT
I M~lticomoonent analysis: H~LOGENAlED VO~A~IL~ ORGANICS
I 449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
DETECTION
LI~, 17
I
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Bold Research Labs
Incorporated
ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: {704) 525-0409
R.a.m Leather Care
Page: 4
October 31, 1991
HALOGENATED VOLATILE ORGANICS
BROMODICHLOROMETHANE
BROMOFORM
BROMOMETHANE
CARBON TETRACHLORIDE
CHLOROEEl>JZEr,E
CHLOROETHA~JE
2-CHLpROETHYLVINYL ETHER
CH:__[1ROFORM
CHLOROMETHAl<E
D!BROMOCHLOROMETHANE
1,2-DICHLOROBENZENE
!,3-D!CHLOROBENZENE
1~4-DICHLOROBENZE\~E
DICHLORODIFLUOFOMETAANE
1. :-DICHi....OROCTHANE
1.2-Dl[H:__QROETHANE
1. 1-D ! CHLIJROE,HEIJE
T~ANS-1,2-DICHLOROETHENE
1~2-DICHLOROP~~O~'ANE
CJS-1,3-DICHLOROPRDPENE
T RAt:5-1, 2-D l [HLOROPRO"'ENE
1 ~ 1. 2! 2-TETR~-=tC7LC,RDETHH/·!E
TETRACHLOROETHENE
J.~ 1~ 1-Tf;.!C.HL_OROETHANE
1.1,2-,RJCHLOROETHANE
T FI Cr.L 1.::JRO~T~E~~E
TRICHLOROFLUOROMETHA~E
VINYL CHLOS. I [,E
l ~•::::.
11TEE
BTEX
r,:Jt:EFALS f.::,1 F:;TS
(continued):
,_,_q/kg
•.tg/kg
'-'-Q/kg
ug/ kg
ug/f.'.g
•.tg/kg
1_1_9 ,' \.( g
ug/kg
IJQ /kg
ug/kg
1.1.g/kq
,.,r:i I k r:i
1.1g /1-: g
ug/kg
:-1.~ / k ~
•.19/i-'g
:.19/kg
1.,.;:ifkg
I.lg/kg
i.•.g I ~-9
1.q:;i/kg
u.g/1-'.q
·) g / 1-: g
i_:_~ /kg
ug/kg
'-'g/kg
ug / ~'. g
ug/kg
'.(c;/kq
l}.g I 1--< g
r ... 9 /kg
ug/kg
r,,g/k(;
Multicomponent analysi~:
BENZErJE
CHLOROBENZENE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1, 4_-D I CHLOF:OPEra EN!::
AROMATIC VOLATILE
:.1.g/kg
ETHYLBEra E:,E
TOLUEl'...:E
XYLENE
METHYL TERT BUTYL ETHER
I SOPR□::'YL ETHER
'-'r:J /kg
:Jg/ k !;
'-'-9/kg
u.q/1-'.g
'.tg/kg
uo/e:g
IJ g /kg
u.g/kg
1_1,g / ~ g
Nc-t Det
Not Det
Not !)et
Not Det
Nc•t Det
Not De t
Nc,t Det
Not Det
l✓ct Det
riot Det
Nc·t Det
Nc•t Det
Not Det
N.:.t [,Et
Nc:,t S1Et
N~t Det
t,c-t DE t
r,:0t Det
r,-:-t Det
i"-'c-t Det
r-Jc,t C-et
!\ic,t D~t
~~C,t [.Et
rJc,t Det
Not D?t
r~-ot [let
h!c,t [let
l,ot Det
~~~t [>12t
t.,J -:, t [1 E i:
Nc,t Det
', 5
DSG;:.H~lCS
l·,c-t Det
Nc-t Det
l✓ot Det
Not Det
Nc-t Det
:'slot Det
Not Det
Not Det
l·JQt Det
r,ot D~t
10
10
l (1
10
10
10
10
10
10
10
l 0
10
10
10
llZ1
10
10
l l,,..1
~ tZI
l Q',
1 Q1
10
1 ('I
. ~ C
1 :z.
10
10
10
---------------.---------------------------------------------------------
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
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Bold Research Labs
lncoroorated
ANALYTICAL TESTING & CONSUL TING SERVICES
P.0 BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE {704\ 527-41B3 • FAX: {704) 525-0409
Ram Leather Care ·
Page: 5
October 31, 1991.
Custo ■er Code: RAM
LAB I.D. AA08535
~•ho:,e
Br,ld I[;
10/21/':Jl· Collection Date:
N1_1r.1 ber: ( 704) 545-~737
~um~et· G571H1-7 Bold Customet-
Collection Time: 14:45
S1Jbrnitt&l Time: 11:5€:, Submittal Dste: 10/22/91
Customer Samele I.D•: Bl&-10' ------------------------------------------------------------------------
TEST
~•ARRMETER
ur·nTs
~~lticarn □one~t analysis:
BRO~ODICHLOROMETHANE
8RO!r'\OFGF'~1
BRote.OMETHANE
HALOSENAT~D VOLATILE
IJ g /kg
C~RBON T~TRACHLORIDE
Ct--iLOROBE~-~ ZEr~E
CHLO f.'CJE. ·1 HA1,c.
2-CHLORCEl-HYLVIF✓YL ETHER
CH:_:] ROMETHr=-1r-lE
DIBRO~OCHLOROME1~lA~JE
i,2-DJCHLORDBENZENE
1,3-LJCHLOROBENZENE
1. 4·-C, I C!-:L.D~:C,P,CiJZE~.JE
D!LHLORU~lFL..UOROMETHANE
l, , -DI CHLOROETHAf'1E
1,2-DlCHLOROE~HqNE
1 ~ 1-D l C.f--::_p:-:DC:T~Er·..:E
TRA!~S-1,2-D!CHLOROETHEt~E
1~2-DICHL.ORO~•ROPANE
CIS-1,3-DICHLORO~•ROPENE
TRANS-1,3-DiCi~LORO~•R0~1 EF✓E
METHYLENE CHLORIDE
1, 1, 2, 2-TETRACHLOROETHANE
TETRACHLOROETHENE
1, 1, 1-TRJCHLORDET~r,:'-1E
1, 1, 2-TRICnLOrlOEH~Hl;E
TR I CHLORDElHEi':E
TRICHLOROFLUOROMETHANE
VINYL CHLOF: 1 DE
IPE
MTE'-E
!:-TEX
r..-; ItS:ERh·;__ '::. SP IF I TS
•.lg/kg
ui;:;/kg
'-'-ei/~:g
•.'.□I~--g
1.1.~ / k q
'.\t;' IP. g
'-'.;.i~g
I.'.~/ kg
,_! g / ;..: ;: .
ug/Kg
,_,g/Kg
ug/;...:~
ug/kg
•J~ / k ~
'.\g/!-<:;
I_' g / ~; g
ug/kg
,.1 ~ I 1-<· ~
:_:,g/1-· g_
ug/kQ
1_1.g/kg
I_I. c;= / k R
'-'9 I kg
+_:g/!"°'.~
u~/kg
1_;~/ 1-:i;
1.tg/kg
1.19 / 1-.· !:;
l}.~/~g
IJq / ~'. g
'-'S: I kg
i,,g.11-:g
IE'3T
RESIJLT
ORGANICS
Not Det
Not [,et
r,ot Det
i·✓ :it D~ t
Nc,t [J=t
Not Det
r'-lc-t De-t
N :·t D:t
t·~c t [,e. t
=-~c,t I et
N,ot Det
!·,c-t I1e"':
r; ,:-t Det
rJo t De t
Not Det
NJt Det
I-~ c-t Det
N::1t Det
!'~c,t [·~ t
~Jc, t Det
Nc-t Get
!\,:,t Det
h!c•t Det
Not Det
:~ -:-t D~t
r~ ot Det
Nc-t [;Et
Not Det
N-ot Det
Not Det
Nc,t Det
Not Det
< C ...,
M~lticam~onent a~alysis: ~ROMATlC VOLATILE ORGANICS
P.!~t-J:ZENE
CH:....OROBEt...;ZEt·-.!E
uq/1--:g
:_1g/k~
r,0t Det
Not r,~t
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
DETECT IC'.,
:... IM IT
10
1 ('1
1 ~-,
.10
10
10
10
10
10
) QI
1 l)
10
10
• I
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: (704} 525--0409
Ram Leather· C~l·e
Page: 6
October 31, 1991
AROMATIC VOLATILE ORGAr, l CS (cont ini.ted):
1,2-DICHLOROBENZENE ug/kg r,ot Det
1,3-DICHLOROBENZENE ug/kg Not Det
l,4-DICHLOROBENZENE •.<g/kg Not Det
ETHYLP.El'\ZENE ug/kg Not Det
TOLUEr'>IE ug/kg Nc.t Det
xv:_ENE. ug/kg Not Det
METHYL TERT E-UT'fL ETHER ug/kg t,ot [;Et
I 5De•ROPYL ETHER ug/k~ Not Det
10
10
i0
10
1 ()
10 ·
10
10
------------------------------------------------------------------------
Phone Customer Code: RAM
LAB I.D. AA08536 8Gld ID
ll'/2l/c; l
N•.•.mber: [phone]
N11~bet· G571Hl-7 B0ld C11stomer·
Collection. Time: 1&:05
S:.i.br..ittc: ·~·l;:;c: 11 ;50-!::-t_1_tr::ittc.l Dc-.te: 10/22/Sl
Custome'r· 58.rn~,lE I.D#: P.17-4'
~EST
PAPAr'f:ET!:.R
Ut~JTS TE'.=,
P.::su:..._ T
Multicomponent 2n2lvsis: HqL□GEr(~TED VOLATILE ORGANICS
B~Q~;GDlC~~~ORO~El·~~t-:E
E.ROtr~C)F D~;:r,:
b ;c;·o~10t"iET~~At·..,:1~
CAR8 □:J TElRACHi...ORIDE
CHLOROP-EMZEt,:::
C'iLOROETHAr,E
2-CHLOROETHYLV!NYL El-HER
CHLD'1Of'CJRM
CHLO~rn(,SETHAr·!E
DlBRUMGCHLORO~[T~Ar~~
1, c·-DI CHL.C• F.OEEr·J Z El<:C:
1, 2.-D: CHLOROi;,E~.:?=."~~:_:
1,4-DJCHLOROPENZE~E
DICHLORODIFLUOROMETHANt
1,1-DICHLOROETHA'~E
l,2-DICHLOROETHANE
1, 1-DJCHLDROETHENE
TRANS-1,2-DICHLOROETHENE
1,2-DICHL.ORO~•ROPAt✓E
CIS-1,3-DICHLOROPROPENE
TRANS-1,3-DICHLOROPROPENE
METHYLE~E CHLORIDE
1, 11 2,2-1.ETRACHLOROETHANE
TETRACHLOROETHENE
l, 1, 1-TRJCHLOFOETHAr!E
1_;~: kg N.::•t Det
'Jg/~'. g r-'.at Det
1_1 g / j-: g r,:.t L'et
:.19 /kg ~J ,Jt Det
ug /1-:g N0t Det.
•.tg/kg Not [>et
1.1,g / 1-: g Nc·t Det
IJg / k ~ Not Det
ug/kg r"•:• t Det
u~/~; Not De-~
IJQ /kg r'-l-:-t [,et
1_1.g /kg r,c.t Det
ug/k~ t·~ c:. t Det
•.tg/k.g N0t Det
ug/1--:g N,:.t Det
1_1_g I kg t.:c,t Det
;J ~ I kg Not Det
,_i_g/kg r~c..t Det
ug/kg N:t Det
l_l g /kg r~ 0 t Det
•.t9/kg Nwt Det
ug/kg Not Det
1_tg / 1--: g r·J o t Det
•.tg/ kg 38('1
ug/kg Not Det
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
DETECT I O'.·J
L Hll'
10
1 n , ..
10
10
',~ "~·
l "'1
10
10
-:; C'l
1 (:,
! .;,:
1 e1
j_Ql
10
1(1
113
10
1 ('l
~ !~1
l ll
J 0
10
10
10
i. :21
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Ram Leather Care
Page: 7
October 31, !59,
HALOGENATED VOLATILE ORGANICS
1~ 1,2-TRICHLOROET~iA~~~
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
VINYL CHLORIDE
IPE
MTBE
BTEX
MIN!:::RR'._~ S~'IPITS
( c or,t i r, 1.1ed)
ug/kg
ug/kg
ug/kg
,.,g/kg
,.,.g/kq
ug/kg
IJ g /kg
mg/~,;
M1.1lticornpo~e~t 2n2lysis: AF:OMi:.TIC VOUHJLE
BE:·JZE~~E
CHLOROBEtEENE
1,2-DICHLOROBENZENE
1.3-D!CHLOR □BENZENE
1,4-DICHLOROBENZENE
EHiYLEENZENE
TOLU:2.r~E
XYLE~-lE
~~THYL T~~T B~TY~ E~H~R
I SOPROr:•y L ETHE F.·
ug/L;g
ug/kg
,.,g/kg
u.q/kg
ug/kg
1.•.g / k ;J
=.i~/k;:;
i.:.c / f--.:::
ug/kg
'·'9 /kg
r, o t Det
~~ot Det
Not Det
N~t Det
Net [;e i:
Nc,t Det
N•Jt Det
< ~ -~
O'°GHtH CS
NGt Det
l·,c t Cet
r,!ot [,:::, +-
N,:-t Det
r..:o t DEt
Nc•t l)e t
N1;,t [l S-t
l~ -: t DI;;":
r ~ -~-t Dat
r~ C, t -. LE-'··
10
1 Q1
1 ".
1 lit
-------------------------------------------------------------------------
Custo~er Code: RAM ~h0n~
LAB I.D. AA08537 Bold ID
Collecti0n D2te: 10/21/Sl
su=•mittc1.l Dc<.te: 10/22/gl
N•is~et· G571~1-7 B0ld Customer
Collection Time: 16:05
S•.1.t·!!1itt2,l Time: 11:':'•~·
E:745
------------------------------------------------------------------------
TEST
C•A,',A:~E"TE:R
Ut< I TE T.--C --' t:..-.-·' LCTEC-i l Ot-:
---------------------------------------------------------------~---·-----
Ml1lticom~a~ent ~n2lysi£:
BROMODICHLOROMETHANE
BROMOFOR'~
EROMOt1ETHf'i';'.c
CARBON TETRA=HLORID:
CHLOROBEr-J'Z Et-..!E
CHLOROETHA'!E
2-CHLOROETHYLVINYL ETHER
CHLOROFORM
CHLOROl<ETHA~'E
DIBROMOCHLOROME1HANE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
l! 4-DICHL.IJRCIP.ENZEt✓E
HALDG[~~lED VO~ATILE ORGAr~1cs
:.19 /kg
1-1g/kg
ur;/k;
,.,~/kg
:_lg/kg
ug/kg
r_: g / h: g
ug/kg
1_r,q/kg
,.,.g I kg
I_\ Cj / 1-r g
,.•.g/kg
l_t~/kg
Nc,t Det
~~ot Det
r·,,:t Det
Not Det
Net Det
Not Det
t-~c,t Det
Not Det
N·:, t Det
Nc•t Det
Net Det
Not [1et
i-..lct Det
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
10
10
1 (':
10
1 0
10
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ANALYTICAL TESTING & cciisul. TING SEAVlCES
P.O. BOX 31486 • CHAALOm. NC 28231 • TELEPHONE {704) 527--4183 • F~: {704) 525--0409
Ram Leatt-,e-r Care
Page: 8
October 31, 19"11
HALOGENATED VOLATILE ORGANICS
D!CHLORODIFLU□ROMETHANE
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1, 1-D!CHLOROETHENE
TR~NS-1~.2-DICHLOROETHE~:E
1,2-DICHLOROPROPANE
CIS-1,3-DICHLOROPROPENE
TRANS-1 1 3-DICHLOROPROPENE
METHYLENE CHLORIDE
1, 1,2,2-TETRACHLOROETHANE
TETRACHLOROETHENE
1, 1,1-TR!CHLOROETHANE
1, 1, 2-T~.IC~LO~:OE-:-H;,.~-~E
TF: I CHL._01=::0ETHEr~:::::
T F: CHLOF~Clr-·:...uQF\Jt:"1ETH1~h!E
':I NYL CHe-OR I DE
I e·E
M:!?E
E'TE/
tv; ~ rs;~~ Rf'-E .. S ~:~• l PIT E:
E-~:-~zEt<:.:,
Ct-!l_OG.OE.Er-~z Er~E
1, :.:-DIC:rt~OS'CIE',[t~Z~NE
1~ 3-DIC!-:LOROBENZEtJE
1,4-DICHLOROBENZENE
ETHYLE'ENZEriE
TOLUENE
i {LEt·!E
MEl.HYL TEPT 2UTYL ETHER
(cont ini.ted):
1.1.g / ~: g
ug/kg
,.,g/kg
ug/kg
ug/Kg
l.\g /kg
ug/kg
ug/kg
1.1,g/l-:g
,.,,;/kg
ug/kg
•.•.g/kg
,_:_ ~ / k g
,.,g/kg
1_:.~/~:g
ug/kg
ug /1-;g
ug/kg
u.g _I/.-' g
;o ~ I kg
1.!g /kg
:J !; / I.; g
,.,g/kg
IJQ /kg
,.,g/kg
'.t g / k r;:
!_1,f; / !-'. g
1_1.g /kg
,.,.g/kg
1.tg /kg
t,ct Det
Not Det
Not Det
Not Det
N c-t 0!;t
Nc,t Det
t,c t Det
Not Det
Not Det
tfot Det
i:41 7
tiot Det
N:.t DE-t
f-~ Gt Det
NGt Det
r~ot Det
Nc,t L:e t
r~ -:-t [let
t✓c t Det
~ C -_.!. ,_.
!\!ot DE-t
t·,:t Ce':
Not Det
t,c,t Let
i~ot Det
Not Det
74
Not Det
t-~-:-t ['ft
10
➔ ,.,., .l •.:.·
1 (1
i0
10
1 ('i
.10 -·"': .:. :_• -----------------------------------------------------------·-------------
Custo ■er Code: RAM
LAB I.D. AAl'\8538
Pr-.c·:--1e t-~1.,mbEi"': (704) '.:".45-9737
B0ld ID N•~m~eY G571Hl-7 B0ld Custo~e•--Number
Collection D2te: 10/21/Sl
Submittil Date: 10/22/Yl
Customer Sa~cle !.Dti: NEW WELL
C0llecti0~ Ti~;: lS:10
S 1.l b rn it t e-.1 Ti m E : 1 1 : 5£:.
-------------------------------------------------------------------------
TEST
~•ARR'1ETER
TEST
RESULT ---------------------------------------. -------------------------···
Multico~ponent analysis: HALOGENATED VOLATILE ORGANICS
E'ROMOD!CHLOROMETHANE ug/L l
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
Ram Le~.ther
Page: 9
October 3l,
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527-4183 • FAX: [704) 525--0409 Care
1991
HALOGENATED VOLATILE ORGANICS (continued):
BRO~OFOR~ ug/L
BROMOMETHANE ug/L
_CARBON TETRACHLORIDE ug/L
CHLOROBENZE~E
2-C!~L~RQETHYLVINYL ETHER
CH:_QRO'°ORM
CHLORDMETHANE
DIBROMOCHLOROMETHANE
1,2-DICHLDROEENZENE
1,3-DICHLDROBENZENE
1:4-DIC~{LOROB~NZE~~E
CICHLORODIFLUORO~ET~i~~~t
1, 1-G I CHLDROETHANE
1,2-D!CHLOROE~~~NE
1 ~ 1-0 I CHLOP.Q~T~Et--.!E
TRANS-1,2-DILHLOROETHENE
1,2-DICHLOROPROPA!~E
CIS-1,3-DlCHLORO~RO~•ENE
T;; A~~:: -1 • 2-DIC !-l;_o K Dr:, ::::o;:·Et ;~
1, 1, 2, ~--,-ETRl'iCHLORDETHAt,r:
TETRACH:_OROETHENE
1, 1. 1-TFI[H:_opoET~P.hlE
1, ~, 2-TFdCHL...OS:CIE.1HAr~~
TF. I CHLDROETHE~·!E
~RICHLOROFLUORO~ETHANE
'..;I!-,!·/;_ C:-!LO~. l !:·'::
C i.-'.'_O :=::Cl~ ""'."~•;Ai•JE
.. ,, ..... .:. .-C.
MTEE
ETEX.
MlNER"IL S~'!F:ITS
Multico~pc~e~t Er~ly;iE:
BENZENE
cH:_□ROBCt,ZENE
1,2-DICH~OR□D:~zErJ~
1,3-DICHLOROBENZE~E
1,4-DICH'-OPOBENZENE
TD'-UE.NE
i YL[r·-~E
METHYL-TEPT-BUTVL ETHER
I SOPRC,PYi.... ETHEF
h:~1Jt0~HT IC:
ug/L
:_,_g / L_
•.1g/L
u g /L
ug/L
1.tg /L
ug/L
ug/L
ug/L
ug/L
1_,_g/L
•.cg IL
·_:_ g ,' L
'·'· g ''-
:_:.; / L
·_1g/L
ug /L.
,.,.g/L
1_1.g/L
t.<.g/L
ug/L
l).!:;/L
'Jg/L
1.r.c; /L
l_\g/L
:.•.g / L
l_\g/L
,_._q /L
m~/L
1v'OLA1."" IL.::
l.\g /L
1_1.~/L_
,.,g /L
ug/L
ug/L
'.\~, ,,
~
l_lg/L
•Jg/L
1;.~ IL.
1.tq/L
N~-t DEt
N :>t Det
Net Det
Not Det
t'-J.:,t Det
r-.J 'J t [1et
N•:t [·Et
Not [1et
Net Det
r"lc·t Det
r\! ::, t Det
~ I --I-DEt I~ -' Not Det
r-< ·=· t Det
N:::-t Det
r--.;c,t Det
Nc-t Det
Net [let
!'JC t [e ':
r·..i ::> t Det
r-~ •::--:: [:-: t
2Q15
r-1-:t [1E t
t,.:c-t U12t
s
r~ot Det
r,:-:-t [,,= t
,., --I-[1:-. -I-i, .....
t·-..:o t D~t
:,o t D~-t
I':,:, t [:· ~ t
N:•t [l :-t
r,~ :, t DE t
( 2:.,
OP~Pr-;1c~-
~ ~ ::, t Det
1,: ,: t DEt
Net Det
r.' -..i.. I'-,•_.; •~ Det
Not Det
ti Gt DEt
Not. Det
Not. DEt
Ncot De t
r,,: t Det
1
1
I
1
l
1
1
1
;
1
l
1
-
1
1
;
1
1
l
1
1
------------------------------------.---------------------------------------
449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Reo.m Lec.ther Care
Page: 10
October 31, 1991
Please advise should you have questions_ concer'ning these data.
Respectfully 51_1bmitted~
G1·5Cy l.-J .• E-·.•.r·gi::
Labor·atory Managet~
449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
·•
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MONITORING WELL
LABORATORY REPORTS
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Ra~ Les.the:'· Ca~~e
.i=:tt:-.: E. C:iff ~o:--~c·,,•
:s100 Pl~erc~.r·le Rj
B~!o~ a~~e ~·es~lts cf an~.lvsis cf~ sa~cles re~eivej f~r exs~inat~=~
a;; S&c-ter:;~-~:-27. 1S51:
Customer Code: RAM ;:·~.:-:.cc· t-~'-~r.'.t:.~~-: ("7,:::-,!"T) 51;2-:-7:::7
LAB I. D. AA08200 Ec:d :!:D t·l·.u::ti;;;:· C:4::AH!·-2 Eold C=.-.s: c•:::£~-:,;,_-;.:::;:·· C 7l..::"
C~llecticn D~te: 09/27/91
----------------------------·---·----------------------------------·---------
M .·.l t i·=c-□c·:-:-.e:-1-t E.-.c:-.: ,. :. ::. s: Hn:...OC:-[r·-~ATED .',..'OLP.T!L.E
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DICHLORGCIFLUORO~ETHAr~E
1. 1-DICHLCRD~~HArJ~
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • Ta..EPHONE (704) 527-41B3 • FAX: [phone]
Ram Le~ther Care
Pace: 2
October 30. 19',!·
HALOGENATED VO~ATILE OPGAr~ICS <ccntinu&d)
1. 1. 2-TR I CH'._QROET~A~·'.E 1.~c /~
TR I CHLDROETHEfsS
TRICHLOROFLUOROMETHANS
VINYL CHLOF:IDE
C!-:~□F0ETHHt·~E
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ETHYLENE BROr'I DE
IPE
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BT.EX
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Customer Cade: RAM ~'~c~e ~!~cber: (704) ~~=-~727
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l'~ot D'=t
t·Jct [et
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LAB I.D. AA0B201 Bold ID ~~:_;:.1.~2~-G~::4!-'.1-2. E•,cl::::! C•J!::tc·r.1e:-· t~:.:mbe·.-t:?Li:=
Cclle=tion D~te: 09/27/S:
S·.•-~l:!i-:-!:2.! De.-!:e: 09/~7/':l:
[1_.s-+:: r.,e·:· ~2.:-::~l e I.[·#: Mt•J~.:_,=,
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1! 1-D!CHL0R0ETH~r~E
TRA.'"·JS-1. 2.-DIC:HL0R0ETHEiJE
1.2-D·!CHLDR □~•ROC•A~JE
C!S-:.3-DICHLOR □~ROPENE
TRANS--1.3-D!CHLORO~•RO~•ENE
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1.!.2.~-TETRACHLORDETHANE
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449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
:..... I>: IT
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE (704) 527~183 • FAX: [phone]
Ra~ Leat~er· Car·e
P~□e: 3
October· 3121. 1':<'31
HALOGENATED VOLATILE ORGANICS Cccntin~edl
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Customer Code: RAM r:-~.:::-.~ ~<-_.:::"::;:· ~ ,;;,:::. i_::t.iS-~<7 :;7
LAB I.D. AA08202 So~d IG t~~~je.· ~~S4H1-·2 Ecld C1:stc~Et· ~~~~er S74~
Cc!!E=~i:~ c~te: C9,'~7/~1
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1.2-DICHLOR~B~NZENE
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449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHON~ {704) 527-4183 • FAX: [phone]
Co~·e
PC\oe: 4
October 30. i ~91
HALOGENATED VOLP.TILE ORGANICS
METHYLEN~ CH~OR!DE
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449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
.::::'. ,:, : 2 .•
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-NEW DRINKING WELL
_ BORING and WATER
LABORATORY REPORTS
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Bold Research Labs
lncoroorated
ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: (704} 525-0409
~a~ Leat~et· ca~·e
~:tt:-.: E. Cliff ~-1C•.~l~v
15100 A!be~·~a~le Rd
Ct-.2.!·lctt,:::. ~~.C.. 2f::-227
Customer Code: ·RAM ;:-,~:c:-.E f-..'.!.•.:::::-;:·r·: (7C.·!:) =A-S-S•:'27
LAB I.D. AA'218342 B-::c ID i'<•.tr.,;:. .. :;, C:':::::>H:-S S:-:.j CJ.:.tc □e"r"· >·.tr.:::-~
Collectia~ Date: !e/03/Sl
~-:.t:sittal D..:.te: 10/0·~/S:
c~s~o~?~ ~a~~le I.Ct: R~-DW-10 -------------------------------------------------------------------------
----------------------------------------·----------------------------------
EFO~ODICHLOROMETHANE
P.R0,1 □r:-□RM
E P.D:~~□t":[THA!'~E
CARBON TETR~CHLORIDE
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ANAL YllCAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
Ram Leather Care
Pace: 2
October 30. 159l
HALOGENATED VOLATILE OREAN!CS
1.1.l-TRICHLOROETHANE
l. 1.2-TRICHLOROETHA~E
TRICHLOROETHErlE
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VINYL CHLO"lDE
IPE
MTBE
BTEX
Mlt·~EFPL~ SPIRITS
<co::t in 1.1edJ:
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( ~ J
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10
10
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------------------------------------------------------------------------
Si.~=lej bv Calli~~ Well ~r~illi~~
[·:·i:-,1-:i:-,c:: wc.ter t.-.1 2ll.
Customer Code: RAM
LA-:.·: I. D. AA08343 !3-::,ld ID
10/08/'Jl Collectic-:1 Da,te:
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s~tb~itt~l c~te: 1010~1~1
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BROXODICHLOROMETHANE
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449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 .'CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
R.2.r.t Lee.the·:· Cc-.'!'·E
~·aoe: ::,
October 30. 1991
HALOGENATED VOLATILE ORGANICS
TRANS-1.3-DICHLOROPROPENE
METHYLENE CHLORIDE
1. 1. 2. 2-TETRACf;LOROETHA!,E
TETRACHLOROETHENE
1. 1. 1-TRICHL_OROCTl{P'.cE
1. 1.2-TRICHLOROETHANE
TS I CHL.DR02:THEt,;E
TR!CH~ORO~LUORO~ETHANE
VI hiYL CY:.....O~: ID!:::
IPE
t~.,.8C
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Mil'~EF:A'......S Sl='·I~:IT~
(cG:-1t inued):
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1.~0/k □
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£~~s:ed bv Colli~s W2ll C•~·illinc
D:·i.--,i•:i:-:c. Wc.ter· Well.
Customer Cade: RAM
LAB I. D. AA08344
~-t-,ci:e
Bole:! IC.
C:.llectia:1 D~ ... te: 10/Q"i£:./'::1
E1Jt~ittal Date: 1C/0S/Sl
Custo~e?-Sa~ole I.D#: RL-DW-30
S:.-.bmittal Ti □e: 1'=-: 10
-----------------------------------------------------------------------------
TE~T
·1=,~:S:~4:'':~T~ R
------------------------------------------------------·------------------
M: .. ltico~~~nent analvsis: HALOGENATED VOLATILE
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E, r::□:"'.:J~CTHJ-.~·;E
CARBOtJ TETRACi~~ORID~
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CHLOROFOR"'.
CHLOROMETHA'.·!E
DIBROMOCHLOROMETHANE
1.2-D!CHLORCBE~ZENE
1.2-DICHLORODENZENE
1.~-D:CHLOROPENZENE
DICH~ORODI~L~ORD~ETHANE
1. 1-[!CHLOROETHAtlE
1.2-GICHLOROETHANE
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449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
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ANAL YT.CAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE {704) 527~183 • FAX: f704) 525--0409
Ram Leat~Et· Care
P·a □e: 4
October 20. 19g 1 ·
HALOGENATED VOLATILE ORGANICS (=ontinued)
1. 1-DICHLOROETHENE
TRANS-1.2-DICHLDROETHENE
1.2-DICHLORDPRDPANE
CIS-1.3-DICHLORO~•RDPENE
TRANS-1.3-DICHLCROPROPENE
METHYLENE CHLORIDE
1. 1.2.2-TETPACHLOROETHANE
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: . 1. 1-TRICHLORO~THA~-~C
1. 1.2-TR!C~l~CROETHANE
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Customer Code: RAM
LAB I. D. AA08345 Ei-c ~ d I[·
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449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: [phone]
R~m Leathe?· Cat·e
October 20. lS'il
HALOGENATED VOLATILE ORGANICS Cc~ntinuedl
1.4-DICHLOROBENZEtlE uo/ko
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[•E:::::cT 1 or·.\
:... I :1; IT
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527-4183 • FAX: [phone]
Ram Leat~et· Care
Pace: b
October 30. 1991
HALOGENATED VOLATILE ORGANICS Cccntiruedl:
CHLDR0'•1ETHR~!E
DIBROMOCHLORDMETHANE
1.2-DICHL□RDBENZENE
1.3-DICHLDROBENZENE
1.4-DICHLOROPENZENE
DICHLORODIFLUOR□METHANE
1. :-DICHLOROETHANE
1.2-C!CH~OROETHA~E
1. 1-[' I CHLOROETHEt<C
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CIS-1.3-DICHLDRDPROPENE
TRANS-:1.~-DICHLORO~ROPEl~E
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1. 1. 2. 2-TZTl"::HCf-::....O~:tJETHA~\J!::
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G'l"·e.d 'J W. 8,..1,1· c i ,,
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( Bold Re~~
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ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [704) 527-4183 • FAX: [phone]
October 20. 1c.c:
Ram Le2t~e~-Cat-e
H: t ~-. : [. C ~ i ff ~.' -:-r l e ._.
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Customer Code: RAM ~~~re
LAB I. D. AR08363 F: >: :c
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D!CHLORODIFLUOROMETHANE
1. 1-DIC~~OROZT!·~P~!E
1.2~DICH~OROETHAt~~
1. 1-DICH~OROETHENE
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l.2-DICHLOROPROPANE
CIS-1.3-DICH~ORQPRO~•E~~
TR~~~S-1.3-DIC~~OROPRO~E~·:E
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449 SPRINGBROOK ROAD • CHARLOTTE, NC 28217
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~ Bold Research Labs
Incorporated
ANALYTICAL TESTING & CONSUL TING SERVICES
P.O. BOX 31486 •CHARLOTTE.NC 28231 • TELEPHONE [phone] • FAX: £704) 525-0409
fi.a.m Leather Ce-.re
Pace: 2
October 20. • C. C 1 .1. ., ., -
HALOGENATED VOLATILE ORGANICS
l. 1.2-TRICHLOROETHANE
TRICHLOROETHC:NC:
TRICHLOROFLUORO~ETHANE
VINYL CHLORIDE
C!-ILORCJETHAr--~E
CIS-1.2-DICHLOROETH~~~
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449 SPRINGBROOK ROAD• CHARLOTTE, NC 28217
I
foil survey of
i'fecklenburg County,
INorth Carolina
I United States Department of Agriculture
I Soil Conservation Service
· in cooperation with .
Ill Mecklenburg County Board of Commissioners and
D North Carolina Agricultural Experiment Station
II
rl
Ref. 13
I
I
MECKLENBURG COUNTY, NORTH CAROLINA
Wilkes soils. The included areas, each less than 5 acres,
I make up 20 to 40 percent of this map unit.
The organic matter content is low in the surface layer
of this Enon soil. Permeability is slow, the available water
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!.•
capacity is medium, the shrink-swell potential is high,
and surface runoff is medium. The subsoil ranges from
strongly acid through mildly alkaline. Depth to bedrock is
below 60 inches. The water table is below 6 feet.
Most of the acreage is woodland and pasture. The
rest is cropland.
This soil has moderately high potential for most crops.
Good tilth can be maintained by returning crop residue to
the soil. Erosion is a hazard if cultivated crops are
grown. Minimum tillage and the use of cover crops, in-
cluding grasses and legumes, reduce runoff and help to
control erosion.
The potential is moderate for broadleaf and needleleaf
trees.· The dominant trees are loblolly pine, Virginia pine,
shortleaf pine, eastern redcedar, white oak, red oak,
hickory, yellow-poplar, sweetgum, and sycamore. The
dominant understory species are dogwood, redbud, holly,
sourwood, and black cherry. The clayey subsoil is the
main limitation in woodland use and management.
This soil has low potential for most urban uses be-
cause of the slow permeability, the high shrink-swell po-
tential, and the low strength. The slow permeability sig-
nificantly limits the absorption of effluent in septic tank
absorption fields. This limitation can be partly overcome
by modifying the field or by increasing the size of the
absorption area, or both. Corrective measures for shrink
swell include strengthening the footings and foundations
and removing excess moisture. Increasing the size of the
footings and, where appropriate, placing structures on
slabs are measures commonly used to overcome low
strength. The potential is· moderate for camp areas and
playgrounds because of the slow permeability. It is high
for most other kinds of recreation.
Capability subclass is Ille. The woodland group is 4c.
EnD-Enon sandy loam, 8 to 15 percent slopes.
This well drained soil is on side slopes on the uplands.
Mapped areas are oblong and range from 4 to 80 acres.
Typically, the surface layer is brown sandy loam about
7 inches thick. The subsoil is 29 inches thick. The upper
part is yellowish brown sandy clay loam, the middle part
is yellowish brown clay, and the lower part is yellowish
brown clay loam. The underlying material to a depth of
60 inches is light olive brown clay loam and sandy loam.
Included with this soil in mapping are a few areas
where the surface layer is fine sandy loam or loam and a
few eroded areas where the surface layer is sandy clay
loam or clay loam, and a few intermingled areas of
Mecklenburg, Vance, and Wilkes soils. The included
areas, each less than 5 acres, make up 20 to 40 percent
of this mapping unit.
The organic matter content is low in the surface layer
of this Eno_n soil. Permeability is slow, the available water
11
capacity is medium, the shrink-swell potential is high,
and surface runoff is rapid. The subsoil ranges from
strongly acid to mildly alkaline. Depth to bedrock is
below 60 inches. The water table is below 6 feet.
Most of the acreage is woodland and pasture. The
rest is cropland.
This soil has moderate potential for most crops. Good
tilth can be maintained by returning the crop residue to
the soil. Erosion is a hazard if cultivated crops are
grown. Minimum tillage and the use of cover crops, in-
cluding grasses and legumes, help to control erosio_n in
cultivated areas.
This soil has moderate potential for broadleaf and
needleleaf trees. The dominant trees are loblolly pine,
Virginia pine, shortleaf pine, eastern redcedar, white oak,
red oak, hickory, yellow-poplar, sweetgum, and syca-
more. The dominant understory species are dogwood,
redbud, holly, sourwood. and black cherry. The clayey
subsoil is the main limitation in woodland use and man-
agement.
This soil has low potential for most urban uses be-
cause of the slow permeability, the high shrink-swell po-
tential, and the low strength. The slow permeability sig-
nificantly limits the absorption of effluent in septic tank
absorption fields. This limitation can partly be overcome
by modifying the field or by increasing the size of the
absorption area, or both. Corrective measures for shrink
swell include strengthening the footings and foundations
and removing the excess moisture. Increasing the size of
the footings and, where appropriate, placing structures
on slabs are measures commonly used to overcome low
strength. ·The potential is high for paths and trails and
low for playgrounds because of the slope. It is moderate
for most other kinds of recreation because of the slow
permeability and the slope.
The capability subclass is IVe. The woodland group is
4c.
~Georgeville silty clay loam, 2 to 8 percent
s~roded. This well drained soil is on broad ridges
on the uplands. Mapped areas are oval and range from
6 to several hundred acres.
Typically, the surface layer is yellowish red silty clay
loam about 5 inches thick. The subsoil is 44 inches thick.
The upper part is red silty clay, and the lower part is red
silty clay loam. The underlying material to a depth of 11 0
inches is brownish yellow, yellowish red, and strong
brown silt loam.
Included with this soil in mapping are a few areas of
rills and shallow gullies, a few uneroded areas where the
surface layer is darker brown and iess clayey than is
typical for the Georgeville soil, and a few areas where
the subsoil is browner. Also included are a few intermin-
gled areas of Cecil, Goldston, and Lignum soils. The
included areas, each less than 5 acres, make up 1 0 to
20 percent of this map unit. ·
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12
The organic matter content is low in the surface layer
of this Georgeville soil. Permeability is moderate, the
available water capacity is medium, the shrink-swell po-
tential is low, and surface runoff is medium. The subsoil
is strongly acid or very strongly acid. Dept11 to bedrock is
more than 60 inches. The water table is below 6 feet.
Most of the acreage is cropland. The rest is pasture or
woodland.
This soil has high potential for corn, soybeans, pas-
ture, hay, and horticultural crops. Because the surface
layer is thin, this soil is difficult to keep in good tilth. The
surface layer commonly crusts as it dries after a hard
· rain or becomes cloddy if worked when wet, both of
which affect germination and cause poor or uneven crop
growth. Minimum tillage, the return of crop residue to the
.soil, and the use of cover crops, including grasses and
legumes, improve tilth, reduce runoff, and help to control
erosion.
The potential is moderate for broadleaf or needleleaf
trees. The dominant trees are loblolly pine, shortleaf
pine, yellow-poplar, hickory, white oak, red oak, sweet-
gum, and ash. The main understory species are dog-
wood, sourwood, · redbud, black cherry, and holly. The
clayey subsoil is the main limitation in woodland use and
management.
This soil has high to moderate potential for most urban
uses. The moderate permeability is a limitation for seplic
tank absorption fields. This limitation generally· can be
overcome by modifying the field or by increasing the size
of the absorption area, or both. The potential is only
moderate for recreation because of the clayey subsoil.
The capability subclass is Ille. The woodland group is
4c.
GeD2-Georgeville silty clay loam, 8 to 15 percent
slopes, eroded. This well drained soil is on side slopes
on the uplands. Mapped areas are oblong and range
from 4 to 60 acres.
Typically, the surface layer is yellowish red silty clay
loam about 5 inches thick. The subsoil is 44 inches t11ick.
The upper part is red silty clay, and the lower part is red
silty clay loam. The underlying. material to a depth of 110
inches is brownish yellow, yellowish red, and strong
brown silt loam.
Included with this soil in mapping are a few uneroded
areas where the surface layer is darker brown and less
clayey than is typical for the Georgeville soil, a few areas
of rills and shallow gullies, and a few small areas where
the subsoil is browner. Also included are a few· intermin-
gled areas of Cecil and Goldston soils. The included
areas, each less than 5 acres, make up 10 to 20 percent
of this map unit.
The organic matter content is low in the surface layer
of this Georgeville soil. Permeability is moderate, the
available water capacity is medium, the shrink-swell po-
tential is low, and surface runoff is medium. The subsoil
. SOIL SURVEr
is.strongly acid or very strongly acid. Depth to bedrock i~
more than 60 inches. The water table is below 6 feet.
Most of the acreage is cropland. The rest is pasture rn
woodland.
This soil has moderate potential for corn. soybeans
pasture, hay, and horticultural crops. Because the sur-
face layer is thin, the soil is difficult to keep in good tilt11.
The surface layer commonly crusts as it dries after E
hard rain or becomes cloddy if worked when wet, both o·
which affect germination and cause poor or uneven cro,
growth. Minimum tillage, the return of crop residue to thE
soil, and the use of cover crops, including grasses anc
legumes, improve tilth, reduce runoff, and help to contrc
erosion.
This soil has moderate potential for broadleaf anc
needleleaf trees. The dominant trees are loblolly pine
shortleaf pine, yellow-poplar. hickory, white oak, red oak
sweetgum, and ash. The main understory species arc-
dogwood, sourwood, redbud, black cherry, and holly. The
clayey subsoil is the main limitation in woodland use an,
management.
The potential is· moderate for most urban uses be
cause of the slope and the moderate permeability. Th,
slope limitation can generally be overcome by specie
planning, design, or maintenance. The moderate perme
ability is a limitation for septic tank absorption fields
The effects of permeability on septic tank absorptior
fields generally can be overcome by modifying the fiel,
or by increasing the size of the absorption area, or boll·,
Erosion is a hazard if the ground cover is removed. Th,
potential is dominantly moderate for recreation becaus,
of the slope and the clayey subsoil.
The capability subclass is Vie. The woodland group i
4c.
GoB-Goldston staty silt loam, 2 to 8 percen
slopes. This well drained soil is on ridges and sid
slopes of the Piedmont Uplands. Mapped areas are con
manly· irregular and range from 4 to 20 acres.
Typically, the surface layer is brown slaty silt loar
about 2 inches thick. The subsurface layer is mottle
pale brown and very pale brown slaty silt loam 6 inche
thick. The subsoil is brownish yellow slaty silt loam
inches thick. The underlying material to a depth of 2
inches is light yellowish brown slaty silt loa.11. It is abo,
75 percent by volume rock fragments. Below this is fra,
tured, slightly weathered, fine-grained Carolina slat
rock.
Included with this soil in mapping are a few arec
where there is slate bedrock at or near the surface ar
some small areas of Georgeville and Lignum soils. Tr
included areas, each less than 4 ·acres, make up 1 0
20 percent of this map unit.
The organic matter content is low in the surface lay,
of this Goldston soil. Permeability is moderately rapi
the available water capacity is very low, the shrink-sw,
potential is low, and surface runoff is medium. The su·
- --- - - - -- - - - -
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NORTH CAROLINA
DEPARTMENT OF CONSERVATION AND DEVELOPMENT
GEORGE R. ROSS, DIRECTOR
DIVISION OF MINERAL RESOURCES
JASPER L. STUCKEY, STATE GEOLOGIST
BULLETIN NUMBER 63
Ref 14
GEOLOGY AND GROUND WATER
IN THE
Charlotte Area, North Carolina
BY
H. E. LEGRAND AND M. J. MUNDORFF
GEOLOGISTS, U. S. GEOLOGICAL SURVEY
•
PREPARED COOPERATIVELY BY THE GEOLOGICAL SURVEY,
UNITED STATES DEPARTMENT OF THE INTERIOR
•
1952
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66 GEOLOGY AND GROUND WATER IN THE CHARLOTTE AREA, NOllTH CAROLINA
MECKLENBURG COUNTY
(Area 542 square 111iles; population in 1D50, 1:)7,052)
GeogTaphy anli physiography.-Mecklenburg County, in the southeast part of the Charlotte area, is
the most densely populated county in the area. Charlotte, the only city, is the county seat; it is the largest
I city in the State and had a population of 133,219 according to the 1950 U. S. census. The county is the
center of the textile industry of the Stale, many of lhe n,ills lying in the close environs of Charlotte.
That part of the Piedmont Province that includes Mecklenburg County consists of a series of mod-
I erately level interstream areas which are appreciably hilly near the larger streams. ?:\o hills stand out
prominently above the general level of the upland. The highest land in lhe county is near Davidson, in
the extreme northern part of the county, where the altitude is slightly more than S50 feet above sea level,
and the lowest land is on the Catawba River at the South Carolina line, where the altitude is about 520
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feet.
The western part of Mecklenburg County is drained by the Catawba River, whereas the eastern part
is drained by small streams tributary to Rocky River, which itself is in the drainage basin of the Pee Dee
River. The n1ajo~ divide forn1ed by these drainage syste111s extends fron1 Davidson in the north through
Derita to the vicinity of Matthews .. The Catawba River flows southward along the wes_tern border of the
county, whereas the Rocky River flows .along the northeast part. These rivers are only 10 miles apart in
the northern part of the county, and as a consequence the interstream area is narrow and much dissected.
On the other hand, Catawba.and Rocky Rivers in the southern part of the county are more widely spaced
which results in longer tributaries of lower gradients extending lo the major divide. Thus, the topogra-
phy in the southern part is rather gentle.
Geology.-The most striking feature of the geology of .Mecklenburg County is the near absence of
schistose rocks (fig. 17). With the exception of a thin belt of slaty rocks in the extreme east, the rocks
of the county are, for the 1nost part, 1nassive and are generally 13.cking in regional structural trends.
Rocks of the Carolina slate belt occur in the southeastern part of the county where they extend south-
ward fron1 Cabarrus County. Although several types of rock occur within .the belt ·only two are shown on
the accompanying geologic map; they are the greens tone and undifferentiated rocks, including slates and
associated volcanic rocks. The slates are generally composed of dense. fine-grained siliceous material.
At least a part of the slate is ,vell bedded and resen1bles the slate at :ill'lonroe,:.!8 which is a distinctive part
of the Carolina slate belt. The slates, as a rule, are well joinLed and possess a genller clit) than other
rocks in the Charlotte area.
With the exception of the rocks of the Carolina slate belt in lhe east. the rocks of Mecklenburg County
belong to the diorite-granite complex or are believed to be associated with it. Gabbro-dioritc is widely ex-
posed along N. C. Route 49 south of Shopton in the southwest part. of the county. lt is a massive metlium-
to coarse-grained dark colored igneous rock cmnposecl 1nostly of pyroxene or hornblende and plagioclase
feldspars. It is exposed in a few road cuts and as isolated boulders above the generally flat land surface.
It is locally referred to as "blackjack" and is the source of the Mecklenburg soil type.'" The extent of the
gabbro-diorite to the south in South Carolina is not known, but it is bountied in i\Iecklenburg County by
rocks_ of the cliorite-granite complex.
I
The diorite-granite complex proper covers a large area around Charlotte. Bodies of diorite are local-
ly separate fr0111 bodies of granite, but as a whole the two rocks are too closely intermixed to 111ap sepa-
rately. Outcrops are not common enough to ascertain the predominance of one type over the other except
in a general way. However, the granite component is everywhere conspicuous and appears to make up
the grei'ter part of the complex. It appears to be subordinate rn the dioi-ite in a band bordering the gab-·
bro-diorite in the soi,th and along the Cabarrus County line in the northeast.
Rocks in the northern part of the county do not fall easily into the classification of rocks designetl for
the Charlotte area. They are granitic but contain considerable hornblende and biotite in places. They
~.istuckey, J. L., Personal communication.
~Report on Mecklenburg County Soils, Agriculturr., and Industry: North Carr,li1rn Dept. Agrir:ulture County Soil Report ;'fo. 1.
vol. 38, no. 4, 11. 32, ID_l'i.
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GEOLOGY AND GROUND WATER IN THE CHARLOTTE AREA, NORTH CAROLINA
EXPLANATION
□ ~· 122]
Gabbro•diori!e
and allil!'d t,a,ie /Odi
Diorite and ~rJnite
<1iorL\e prodomiruM
Granite and diorite
iranile predominant w
m
Greenslone
Sla!e and undif!crent,at~d volcJnic roc~s
Arrangement o! unds, Ono above the other.
does not indicate chronolog,cal sequence.
All units are Paleozo,c ai;e or older.
Geolo~,c boundM,es are appro,imate
Scale
Miles
o=----'=,,,,.'-~'
Leather
Mecklenburg County, NC
I J~·10'
ii .,
GEOLOGIC MAP
OF
MECKLENBURG COUNTY
CeolCiY by M, J. Mundorif ind Ii. E. LeGril)d.
FIGURE 17.-GEOLOGIC MAP OF MECKLENBURG COUNTY.
67
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GEOLOGY AND GROUND WATER IN THE CHARLOTTE AREA, NORTH CAROLINA
Shopton
OP" . ,zz, tzz,
·" " zi .Jo
z5 26, ,c-zz-n"
"Zs.z, ~~•.-1•ill• pro~
.,, ,,
·" "SJ rt, .
,ez rJ,
,f
,s'.so rs" ..,, 6Q. '&t
\ MAP OF MECKLENBURG COUNTY
SHOWING LOCATION OF WELLS
,
/
167,
170. '168 ,rJ ,,1 m
/
0
/ ,
$CALE
J.lllES
2
/ ,
/
'
FIGURE 18.-MAP OF MECKLENBURG COUNTY SHOWING LOCATION OF WELLS.
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GEOLOGY AND GROUND WATER IN THE CHARLOTTE AREA, NORTH CAROLINA 69
are shown on the geologic map of Mecklenburg County as predominantly granite although they contain a
greater quantity of black minerals than other granites in the Charlotte area. These rocks appear to have
the same composition as those of the di.orite-granite complex if a con1plete 111ixing of diorite and granite
had occurred. Thus this approximate equivalence and the juxtaposition of these rocks suggest that they
may be genetically related and that the hornblende-biotite granite in the northern part of the county may
represent a nearly complete rnixing of the diorite and granite con1ponents.
The soil derived fro1n the hornblende-biotite granite has a deeper color than soils from other gran-
ites of the Charlotte area and contains many yellow ttakes of vermiculite.
The rock weathers deeply, owing to the sharp relief in its area of outcrop, thus allowing a thick zone
of weathering above the general water table.
Grou1ul water.-Nearly all domestic water supplies and three municipal water supplies are obtained
from wells (fig. 18).
Dug wells are extensively used for domestic supplies in rural districts. Normally they are from about
15 to 50 feet deep ancl 2½ to .4 feet in diameter. As these wells cannot easily penetrate hard rock, they
generally yield adequate water as long as the water table does not fall below the surface of the hard rock,
or more specifically as long as the water table does not fall below the bottom of the well. Where the
bedrock lies at or near the surface, as in much of the area underlain by diorite and gabbro in the south-
western part of the county, wells may not be dug deep enough to prevent them from going dry during long
periods of dry weather.
Records of more than 245 drilled wells are given in the tables of well data ·for Mecklenburg County.
i\'lany of these, especially in the rural areas, were core-drilled with chilled shot and are 2 or 3 inches in
diameter. Their cheapness makes them suitable for domestic nse, but inasmuch as 7 or 8 gallons a min-
ute is the maximum rate at which water can be removed from a 2-inch well by a deep-well pump they are
not generally used where large supplies of water are desired. Most industrial and public-supply wells are
drilled with a percussion drill and are from 4 to 8 inches in diameter. The large-diamet,r wells might
encounter fractures and cracks than missed by small-diameter wells. · Also, more water can be pumped
from a large-diameter well. Also, pumps with greater capacities can be installed in the larger wells.
The rocks penetrated by wells in Mecklenburg County are chiefly granite and diorite. The gabbroid
rocks, occurring mostly in the southwestern part of the county, are included, for the purposes of ground-
water ,lescription, with the diorite. A few wells in the eastern part of the connty are drilled in slate bnt
complete data on these wells are lacking. As the diorite and granite are rather closely intermingled, some
wells doubtless penetrate both rocks. Table .13 presents characteristics of the wells as related to rock
types and topographic locations.
T,rnu: 13.-SU.\LU.\ftl OF DATA ON l'VELT.S IX 1TECKLENllURG CoUX'l.'Y
ACCORDING TO ROCK TYPE
! ! YieltJ (gallon~ a minute)
' I l'nccnt of well~
I :-.nmlicr of ,\ vcraic yielding l gallon
Trl'E 01· Rocic I well,; depth a minute or
i (feet) R..'lnge Avera'tC Per foot less.
I of well
'
Dioritc ... ----------·------········ II J 1 j 1-i.'i Jj .9 o. 153 '
Granite ................ ____________ 54 I 12' 2-65 11.5 .092 0
All wells .........• , •......••.... ·I 9S I 132 i-i5 14 .3 .109 l
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1 Drilled wdl! ~ iuchc~ or mor~ iu Ji~metcr.
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GEOLOGY AND GROlJND WATER IN THE CHARLOTTE AREA, NORTH CAROLINA
Sc:\l!>(,\J{).'" OF D.\T.-\ OX WELI.S IX ::\IECKI.E:'-IH .. 'Hl: Cnt;XTY
(Drilled wells 3 inches or more in diameter)
TYPE OF Roci:
Diotite .... -------··--------------··
Graulte ...... --~. ____ ............ __ ... .
All .,,,ells.---------------------....
ToroGRAPHIC LOCATlO~
Hill.·······------------------···--
FlnL ....................... -----.--·····-
Slope _____________________ ---------
Draw _____________________________ _
Valley ___________ ._ .. _ .. -... -· .....
ACCORDING TO ROCK TYPE
30
36
66
A~·crage
depth
(foeL)
155
136
144
YidJ (g:illona :i minute)
:1-i5
14 .!i
3-100 IS. t
!'er foot
of wrH
.l-l.i
.109
. !2S
Perr.cot of wdlli
yielding I g::illon
:i minute or
lcs:i.
0
ACCORDING TO TOPOGRAPHIC LOCATION
Numbl'r of
wells
41
Avrr:1ge
depth
(feet)
125
119
lH
IH
97
Yicl,! (g:11\ons ,1 minute) Percent of wells
l~--~---~---1 _yielding I gallon
l-65 S.5
2-40 1:l.1
'.!-j,5 15.0
5-iii 2-U
P,:r foot
of,,.·ell
0.06S
.l!O
• I 10
. 173
.082
a 111ic1ute or
less.
,-
0
0
0
I According to table 13 wells in diorite have greater yield and average yield per foot of well than wells
in granite. The average yield of all diameters for which information is available in diorite is 17.9 gallons
a minute as compared with an average of 11.5 gallons a minute for wells in granite. If only 3-inch and
•
larger wells are considered, those in diorite yield 22.G gallons a minute and those in granite 14.8 gallons
a 1uinute.
Although granite occurs extei1sively throughout the county, the data on wells do not indicate that it
yields more water at one place than another, if topography is disregarded. The same condition holds true lfor the diorite. According to topographic location, wells on hills yield less water than wells on any other
topographic site, yielding only .068 gallons a minute per foot of well. This is slightly more than one-thirct
of the yield of wells in the most favorable locations, draws, that yield .173 gallon a minute per foot of
•
well. 1;hus wells in draws have an average depth of 144 feet and an average yield of 24.9 gallons a mi-n-
ute. The average. yield might be appreciably higher if only 3-inch and larger wells were considered.
As no particular part of the county can be designated as unusually poor and no part as exceptionally
•
good, it appears advisable to give c01isiderable attention to local conditions in locating a well. West of the
slate belt, diorite, the best aquifer, occurs sporadically in almost every square 1nile. Thns in 1nany·cases
it is possible to locate a well in the dark-colored diorite or gabbro without sacrificing convenience of loca-
l tion. As topography is an important consideration, the location of wells in lowlands or especially in
draws should be attempted if relatively large yields are desired.
The quality of ground water in Mecklenburg County is good almost everywhere. (See table of anal-
•
-ysis.) Analyses of water from wells penetrating granite in Mecklenburg County vary considerably in the
concentration of dissolved mineral solids. This is doubtless due to the penetration of one or more small
bodies of dioritic material in the granite. By virtue of their relatively insoluble mineral constituents the
-granites should contain water lower in mineral matter. Analyses of water from wells 27, 133, and 180
I suggest that, although the predominant rock is granite, a large part of the mineral matter in solution
comes from dioritic or mafic bodies penetrated by the wells. _
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GEOLOGY AND GROUND WATER IN THE CHARLOTTE AREA, NORTH CAROLINA 71
Well 235, at Pineville, drilled in a large area of dark-colored gabbroid rocks, yields water containing
395 parts per million dissolved solids. Although this water is considered more or less typical of that in
gabbro-cliorite, it is doubtful if any of the ground waters in the county greatly exceed this in mineral mat~ .
ter: most of the ground waters should contain rnuch less.
Temperatures range from 59" to 63" F and average 61" F.
)Iunicipnl supplies.-Huntersville, population 763 (1940 census), obtains its supply from deep wells.
l''our deep wells have been drilled for the municipal supply and yields of 5, 9, 22, and 35 gallons a minute
are reported for individual wells. The well yielding 5 gallons a minute originally yielded 20, and the
well yielding 9 gallons a minute originally yielded 40. The decline in yields in these two wells may be due
to interference of wells. In 1945 the average daily use was 30,000 gallons. The water is not treated. The
chemical quality· of the water, as shown by the analysis of well 27, is good.
Matthews, population 486 (1940 census), obtains its water from a deep well drilled in greenstone,
which yields 20 gallons a minute. The water is not treated.
i \rdl j
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!)1111,.1,t:lt Type of
w,·11
•I¼ n1ilc~ NE. of !luntcrsvillc... JI. G. lln1.dforJ ..... __ _ Sherril ..••. ___ •• __ . Cr-Dr
____ Jo _______ -_____ _ R. G. Summers •••. -.. Earl TorreMe •• _ ••.. Cr-Dr
4 milrs ~E of lluutersvillc ..... John G. Caldwell
J. lf. Stillwell .......••••.....•••....••.... Cr-Dr
D.i.vidso11 ..............•...... Davidson Cotton !llill:i
Inc. ________________ ·•--·-······--------Cr-Dr
.••• do ••••• __ • ____________ • ___ •••• do .• __ ._.·----__ ._ .. _. __ •••.. ·-. _____ . Cr-Dr
~ 1··--do .... --··--·----·-··----· D~!~~~~-~~~-~-~-u-e~-· Jim RoUliins _____ •• _
S ! Coruelius ••.... -··--·-·-·-----Cornelius .Mills. Inc._ .. ----·-·-·-······-·-· i !.I i•--·do ..••..
10 j. __ .tlo ..•... ·····-····----·--. ___ do_·····-····--··. \\'. A. Kirkley ••. -··
i
I! ! ... do ... •---·-··············· ._ .. tlo. __ ·-· -······--.... d"···-··
I'.! l•-··,1"··--·-·······--········· Cc,n Yarn Milb •• ·-··· ·······----··-···•·-
1:l i· ... do .•.•....•••• ---···--·-·-____ do •••• -·-··--·-··· ·----·-·······-··---
1 ! , H{ mile~\\". of Corneliu8 •• _ ... ;',Ir,. ;'l!ary C. Hnger._. ·······-···--·•··•·-
1.5 [ !}1 mile~\\', nf llu11tcrwille .. __ ;'\!rs . .I. C. Lllythc .. _ .. --•·--·•··--····-·-·
lfl i ..• _Jo·-··-··-··-·--·-···--··· Joe L. Blythe .•••..... ·····-···-·
1; I. ... Jo .. ·--······•·--··-·-----.I. L. XorkeL.----·-·· ····--······-····---
1~ I ,5 111ib SI\'. of l!untcr~villc .. __ . \\'. 0. Hollingsworth_ .. ·····-···········-·-
l\J i ••.. Jo.·-··-··--·•·-··-······-Long Creek High
Cr-Dr
Cr-Dr
Cr-Dr
Cr-Dr
Cr-Dr
C'r-Dr
Cr-Dr
Cr-Dr
D,g
Cr-Dr
Cr-Dr
Cr-Dr
I School. ....... --·--Hickory Drilling Co .. Dr
'.!IJ 1 '.! 111ib S. of Huutcrsvillc._._.__ l'ri~ou C:.imp .. ·-·--··· --··-··· .•... ·-··-·-Cr-Dr
!
'.! 1 i I~; 11,iks .':i. of Hun!crsl'ill,: .•••.... _do .. ·-_ ... __ ....•••. -·. ___ ..•• _. _ •••.• ,,,, I IH mik~ S. of Huntersville __ . __ County Sanatorium ___ . ···---····-·-·----·-
C'r-Or
D,
23 1 •••• do ..•••• ·-····-·-····-·-·-•. __ do._. ____ ··-·--·-···--··----·--······· Dr
2-l lluntersville ...• ---·------·-·· Town well L·-·-····-··----······-·--·-·-Dr
~1;
1
.... .Jo .. ·----··--·-·-····-·-·-Town wdl :1 .• ----····
. .\!>e~nathr--•····-·· Dr
Ralph HuhUins .•. -.. Dr
Depth
nf well
(feet)
mo
83
70
85
80±
Di,11nct1ir
of wcll
(iuch.,~)
Depth of Water level
ca:iim: (feet l,clo"·
(feet) Hurf:.cc)
60 -·-----~--
22
r.o-so ··-·---·-· -······· --········
100
l\5
127
106
55
UO±
160
" 30
1i5
125
IOl
225
" 120+
140+
70
210
97
"
5
35
!)0 ..... ·-···----·
30
100 ·····-·--·
100 o;
"
Total hard-
Yieh.J ness (field
(~.f,.rr,,) tc-,c1s)
(p,p.111.)
Jb;.IIAlllCS
nranite. Adequate yield,
alightly hard "·a.ter. Flat.
t:ranite. Water sli~htly hard.
Hill.
2-3 ···-··-·----r.r1rniie. Modcratc!v aoft
1nter. Hill.
6+ ·--·····-·--C.ranite; 61° F. Hard water.
Hill.
65 62½° F. Well at ma.chine
shop. Draw.
H ·········-·· i wells in group. Aggreg-ale
11
15
so
60
50 -··-·-··· -
5 ···---·-·-··
J¾ ------·-----
3 jQ
s+
6
15
11
'
jQ
~5
60
25
100
35
,0
55
65
50
yield 14 g.p.'w. to suction
pump. When drilled 6 of
the i wellil flowed. Draw.
Rock: at 30 feet. Slope.
Rock: reported at 90 feet.
Schi5t. Flat.
Schist. Flat.
Schist. Water level 60 feet
below 9Urface when pumped
at 20 g.p.m. Flat.
Schist. Flat.
t;chist. Draw.
Do.
Schist. Hill.
Schistose tliorite. Hill.
Do.
&histose diorite. Slope.
Schistose diorite.
Granite. 62½° F. Hill.
Granite. 60½° F. Rock
20 feel. Hill.
Crarnile. 5\.1}~0 1". Valley.
62° F.
63° F. Draw.
,t
62° F. Originally 110 ft. deep,
8 in. in diameter. Yielded
40 g.p.ru. Filled with sand
,111d will! redrilled. Draw .
62½° F. Draw.
Granite. Originally yielded 20
g.p.m. Draw.
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GEOLOGY AND GROUND WATER IN THE CHARLOTTE AREA, NORTH CAROLINA
D1u1,ii,;11 Type of
,-.-ell
Depth
of wdl
(fcrt)
;
Diameter 1•
of well
{inchi:,,}
Dcptti
ca.siui::
(fr.-t)
i Total h11.nl-l \\"a.ter level ucss (fidd
l(rcet lx:!ow Yield t~t~) !urface) 1 (g.Ji.:n.) ,
75
llEM.rni;:s
I
,p.p.m.) i' I I
---------1---------1-------1-----1----1---___ , ____ j ________ _
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IOU
!l\!)
170
;; l
172
:.l% n,ilf~ ;\\\'. of ;l!int IlilL· ___ _
~ 11:il~s ;\\\", of ;ltiu~ Hill ______ _
'.i.1 f miics :\G. of .Mint Hill .••••
~.1 j 111i\c.i :-::E. of ).lint lli\l ____ _
Clear Cnek Xcgro
:-,[;sc.h~~~~;i~·j_~~:::: ::::::::::::::::::::1 ~;-Dr
?Ila.son l\"allace .•...... Mu!li~ ...•....•.... \ Cr-Dr
Cl;·_;_~:_~~c·k·~i~~··-··-A. E .. neavcr .......• l Cr-Dr
Allen and llrooks
{,mnuig Cu ....•.•.•...............•.•• Cr-Dr
! _ :;, ",:::i!,-s _ ;\ !•:. of ;11 iut lli!l ... _ -\
:.•·-i' 111ill-E. of ,\lir1l llill. ....... !
•.. du _______________________ _
.\lint llill ••... --------··-·····
-,-.du ....... ___ ----··,·-· __ ..•.......• ;; t 1~;i::~;-:-::::::r,i:~;.;:::::::::::: t,~:
Ki11g~r,.ft !lo~i,:rr
Cr-Dr
:\Ii~---------------Everett ~[ullis ___ . __ Cr-Dr
..• 1h>.-·-···----······-" -·--· C. J .. McEwen. __ . ____ Du1wan ... ·-····---Cr-Dr
Cr-Dr -.. do .. _ .• _._.--·. __ ._._..... R. J .• \fcEwen ,\: Sou_. W. C .. \!ullis.--.. _. _ 1
.• do .. _ ..•• _._._. ____ ._ ..•. _ C. J. ~leEwcn _ . _____ . __ .•.... __ • ·-. __ . _.
.. -.du._ -··-·----··---···-·--\\', F'. Haigler •.. -•--·-E. ;\\nllis ..... ~.--.-
D"' _Cr-Dr
lil ~1,f mill'"~\\". u[ ;\\int Hill .•••. E. :-.t. Gray_···-------:-.fulliL •..••••. --·-C'r-Dr
175 ~!·'t 111ib :-.'E. ul' .\li1tthcws ..... L. H. Yantllc •.... _. __ E .. \lulli~·-··-----·· Cr-Dr
J;r; \~-'\ milts E. o[ :<!atthew~ ...••.. D. ll. Query ...•. _ .•.• Sam Allen ••.•....•• Cr-Dr
J ;; :<tau hews .. __ .. _. ____ ._.·-.__ E. 11 I. Rcnfron_ .. ·-... \\'. Doua!i.l~lJIL ... __ . Cr-Dr
17S ..•. Jo·-·-·-···-··-······--··· L. ll. YanJlc .. __ .. ___ Abm1:i.thr.-•....... Cr-Dr
l.!I .... ,lo ... ··--·-·-··--·---···· ...• do.·--············ \\"ill 1-ln!li~ .••.. -... Cr-Dr
17:b .... Jo .. •-·-···-··-····---···· ...• t!o. ______ ·--·-···· \\'alLcr ,\\JcruathJ'_ .• Dr
I 11% ..•• do ________________________ C. I.. ~e:d ............ Ben Ay~ock .......• Dr
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11'0 --.. Lh, ... --···-··--··· ···---· B. D. Fundt:rliurk .•. --\\". Ahcrnathy .. ~-·· Dr
Iii! ...• rl"···-·-··-·········-····· .. __ \lo ... •-~·-····---· .... J11 •• ·--·······-· Dr
1S1 -·-·Jo. :-.!:it thews School. ..••..... do .......... _... Dr
1~~~ .... do .--··-······-·--Town ......••.. ·-···· Ben Aycock ........ Dr
l."rl 1:\-:( lllil,•s i\\\'. of ?l!atthc\\"s .•• -Cirlyle Tho111pso11 .. _.. Sam Allen _____ .··-· Or
lSl :\mil<'~X\\".o[:-.btthcws ... -.. J.fi.Fowlcr .. __ Dr
p,;5 ,;~ ~ 1niJt,s ~!•;, of ClwrlMtc .. -. __ J .. J. Al..crs._. __ ....•.. lblph llohl,i11N. .. . . . l lr
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do I T. Ir. Pritck1rd.-·•·-· H:ilph Rol,bins. Dr
j 111il,•s SE. of C)mlultc........ F. \\". AlcxauJer ..••........ •·--····-Cr-Dr
l r,.i\~~ \\". ()( ~!atthc,ws ...••..• i Pmvide11ceSchuol. ........•.•.....••...... Cr-Dr
:;J,, u,il,·:1 \\". ,.f :-.1:iLtlww,; ...... · Eli II. :'iprini;:1.... !lcn .\no,·k.... Dr
..•• do .....•••....... -.....•...... du •............... \\", A. Kirklci·. Cr-Dr
r, u1ib S. ()f Charl()tte. C.R. Collins.......... i\!011tgor11ery ·-·-···· Cr-Dr
ti 1nib :-i. o['Char\oltc. .. ...... C. n. Col!i11s •... -..... Ralph Rol,hins...... Dr
.... du ....•.........•.•........... do ......••........ Beu ,\ycock .•...... Dr
~; -~ _wi\~~ 8. ,1: Charlotte .. ~ ... ·[ ,:ha_ron _Schuol_-···· .•• _ ...•. ·_-............. Dr
,l 1,11\c:1 l), of (.harlutl~ ....•.••. , ;:,pr1ngimle !h1rr. _.... llo!,l,i11~. .. • . . . . . . . . Cr-Dr
1!·.j 111ilc,~ ;\I•:. of Pi11<·vil1u ...... 1 Harke;• Bro:1. Xur."Jr)I,
Inc................ Dug
3 u1i!cs XE. of Pineville........ Dr. A. :-.L \\"hj~u:m\._. ·-·-········· ....... Cr-Dr
1un ...• do ... ·-· •• _ ....•......••...... do ........ . Cr-Dr
~00 ..•• do ...........••••.......••.... dn ...........••.• Halpli Robl,i11s ...... Dr
WI ..•• do •...•...... -·-········-· .... Jo .............•. \\".A.Kirkley ...... c;-Dr
~;~ miles X. of Pinrvi!le ....••.
~1-.( rnilcs ~-or PirH·villc ... _ ...
1 miles::,;_ of l'iucvillc .....•...
?llr~. Eu11icc E. Smilh._ ......•.......• _
Dr. T .. '-J. Recd .....•• ·-··················
I-1. B. Smith. ·-·--·•··I \LA. l~irkler •....•
Dn~
Cr-Dr
Cr-Dr
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!.I~
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\ ::ll 17 Lo~O
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------··----1
4S !---."--___ ... o __ _
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ill
55
" 55
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--·--··--·1·--··-·· ---·-------·-·----
S5
35
Dra11,•.
Soft waler. Hilt.
Granite. Soft 11,11-ter. Hill
Hill.
Slate. Xot in ust". Slope.
l•l1t.
Slate. Soft watr.r.
Hill.
Iii!!.
Slope.
Draw.
Hill.
Soft water. Slupe.
Dynamited well to
yield. Slope.
Slorc.
llill.
Slupe.
&!ft water. Slope.
Do.
\\"ell at barn.
u~etl for dumrstic uses anti
swimming pool.
:1tonc. Draw.
Grcenstone. UscJ for domes-
tic uses and swimming pool.
Draw.
Aua\ysis iu talilc. Supplie~
six busincssc~ and four families.
. Granite. Draw.
\\"ell · at st:i.b!c. Gra11ite.
Drnw.
\\"ell dymauitcd to incrca5e
yield.
Grcen.~tone. Distrilmtiou not
yet iusta!led. Slope.
Granite. Hill.
Hill.
Dioritc. Slope,
Dioritc. Flat.
Granite. Slope.
Slope.
Dr:,w.
Ur~custouc. F,at.
Dioritc. Hill.
Slopt.
Gat,1,ru. Draw .
FL.t.
Soft water. Slope.
Grceu~loue.! Fl:i.t.
Dioritc: ..\bar1Joncd; not auffi~
cic11t water. Hill.
Diorite. Abandoul.'d; pumped
sand. Hill.
Diorite. Dr:i.w.
Dioricc. Slop('.
Sort water. Hill.
lir:111i1e. Hill.
llil!.
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NORTH CAROLINA
DEPARTMENT OF CONSERVATION. AND DEVELOPMENT
WILLIAM P. SAUNDERS, Director
DIVISION OF MINERAL RESOURCES
JASPER L. STUCKEY, State Geologi,it
BULLETIN NUMBER 71
EXPLANATORY TEXT
FOR
Ref. 15
GEOLOGIC MAP OF NORTH CAROLINA
By
JASPER L. STUCKEY and STEPHEN G. CONRAD
RALEIGH
1968
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The diabase intrusives are massive, c1-ystal-
line. unmetamorphosed rock that varies in color
frcm dark gray, grayish black to nearly
black. The minerals and textures present are
those commonly found in normal diabase, except
some of the larger sills which more nearly ap-
proach gabbro in composition. In general, the
dikes form low ridges ancl divides, but in the Deep
River basin, they are an important influence on
drainage patterns. The direction of flow of sev-
;ral streams in the area is determined in part by
the trends of the dikes. Many springs occur
along these dikes, and it has been learned from
experience that water-well sites located near dikes
are more likely to furnish good yields. Outcrops
are common in the form of boulders, which were
produced by spheroidal weathering along the
_joints in the rock. Two types of soil, one a brown
or grayish-brown, silty loam and the other a dark
red to brownish-red heavy clay loam, occur over
areas of diabase. Both soil types are underlain
with yellow to dark red, sticky clays.
METAYOLCANIC ROCKS
Metavolcanic rocks occur in three distinct geo-
graphic areas in North Carolina. First and most
important is the Carolina Slate Belt which actually
consists of two belts, one lying across the central
part of the State, and the other lying along the
eastern edge of the Piedmont Plateau and viestern
edge of the Coastal Plain. Second is the Grand-
father Mountain Window, which lies partly in the
Blue Ridge area and partly in the Piedmont Pla-
teau in Avery, Watauga, Caldwell, Burke, and Mc-
Dowell Counties. Third is a relatively small area
known as the Mount Rogers volcanic group which
lies in the northwestern corner of Ashe County.
PRECAMBRIAN OR LOWER PALEOZOIC!?)
CAROLINA SLATE BELT
Rocks of the Caro.lina Slate Belt, because of
their complex character and well defined cleavage,
have been called slates. Actually, they consist of
volcanic-sedimentary formations, composed of
slates, breccias, tuft's, .and flows. The flows are
interbedded with the breccias and tuft's, while the
tuffs pass gradationally into slates. These rocks
vary from acid or rhyolitic to basic or andesitic in
composition and generally have a well developed
cleavage, which gives them a slaty appearance.
26
Rocks of the Carolina Slate Belt series actually
form t"'o belts in the State. The first ancl most
important of these, and the one which Olmstead
(1825) ·first' called the Great Slate Formation,
crosses the central part of the State in a northeast
direction from Anson and Union Counties on the
south to Granville and Person Counties on the
north. This belt varies in \\'iclth from 25 to 60
mile~ and consi~b; of metavolcanic rocks intruded
at many places by younger granites, described
above. The second belt, in which metarnlcanic
rocks are exposed as irregular bodies of vnrying
size and shape, lies along the eastern edge of the
Piedmont Plateau and western edge of the Coastal
Plain. This belt, in which Kerr (1875, p. 131)
first recognized rocks similar to those of the Great
Slate Formation of Olmstead, begins in Richmond
County on the south, varies greatly in width, and
continues in a.northeast direction to Northampton
County on the north.
Olmstead (1825), Emmons (1856), and Kerr
(1875) considered the rocks of the slate belt as
sedimentary in origin but described them as slates,
containing beds of porphyry: hon,~ or whetstune
slate, breccia, and conglomerate. Emmons (1856)
placed the rocks in the Taconic System, while Kerr
(1875) chu:isecl them as Huronian in ,ige. which.
according to hi8 geologic column, is a division ot
the Archean. Williams (1894) recognized for the
first time the presence of volcanic rocks in the
slates. He described exposures of volcanic flows,
breccias, and tuffs, which had been sheared into
slates by dynamic metamorphism. Nitze and
Hanna (1896) recognized volcanic rocks in the
slate belt and considered the Bedded argillites
(volcanic slate) of the present map as younger
than the volcanics and called them Monroe slates.
It is now recognized that the Monroe slates repre-
sent a better bedded. less metamorphosed portion
of the slate-belt rocks.
Following the work of Williams (1894), reporis
by Laney (1910 and 1917), Pogue (1910), and
Stc1ckey (1928) emphasized the importance of
volcanic rocks in the slate belt b,,t did not over-
look entirely the presence of sedimentary maierial.
These authors considered the rocks of the slate
belt to be largely of volcanic derivation but recog-
nized the presence of considernble sedimentary
(nonvolcanic) material and classed the whole se-
ries as laicl down by sedimentary procet5sct-.
Mapping carried out for the compilation of the
present map tended to vel'ify the above findings.
Rocks which may he classed a~ flows 1 breccias1
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tuft's, and 8hales or slates were found to be present.
I All of these, except flows, contain considerable
amounts of nonvolcanic materials. The flows.
breccias, tuffs, >'end slates are all interbeclded and
I do not occupy any definite stratigraphic'positions
in the series, The flows vary from rhyolite,
thl'ough a udesite, to basalt. The rhyolites and
anc\~.:-;it~s Yary frum fine grained to coarsely por-
1 ph,'.-ritic. while tht~ basalts arc often amygclaloiclal.
The bn:!cl'.ia::-\·ary from rhyolitic to andesitic. in
-:ompu:-;ition ancl in size from an inch to nearly a
I foot in diameter. The fragments of the breccias
arc, in turn, fragmental, apparently of a pyro-
cbstic origin, Some of the fragments in the
I \Jt'C(;L:ias are sharply angular, while many are
rnuncled, indicating transportation and deposition,
The tuffs are generally of acid composition and
composed of fragments less than an inch in diam-
I eteL These fragments, which vary from angular
to rounded, are embeclcled in much fine-grained
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rnaterial apparently of nonvolcunic origin. Be-
ginning at Siler City. Chatham County, and con-
tinuing southwest for 15 to 20 miles are several
beds of quartz conglomerate, varying in width
frcm a few inches to 250 feet and of unkno\\'n
length, The quartz pebbles are less than an inch
in diameter and well rounded, further indicating
sedimentary processes, The shales or slates, which
arc generally well bedded, are composed of fine-
grained volcanic material and much land waste.
Finally, much of the finer material in the breccias,
tuffs, and portions of the shales or slates strong·ly
resembles rnetasiltstone and metagraywacke of
surne of the metagraywacke rocks in other areas1
further indicating sedimentary origin,
In \;iew of the above facts, there is a strong
trend 011 the part of some workers to drop the
term metavolcanic and use one that defines the
rock more nearly a~ 8ediments. That idea was
considered for the present map but was discarded
in fa\'Or oi' meta\'Olcanics, since the rocks of the
.-;;late belt are largely of vo1canll'. origii11 nnd the
terminology has been in the literature for more
than sixty years.
C\o fossils have been cliscovere,l in the slate belt,
,11H.I tht.: age of th(~ rot:ks is not known. Fur many
year:-they were classed ~~.s Prccambl'lan., while
in recent years there has been a trend towards
classing them as lower Paleozoic, On the present
map, they are clast:)ed as PrecamlJrian or Lower
Faleozoic ( '!), They have been divided ill to three
unit!--, Febic volcanic:::;1 1\tlafic volcanics. and Bed-
ded argillites (volcanic slate),
Felsic Volcanics (fvs)
Rocks of the Felsic volcanics unit occupy about
half of the Carolina Slate Belt in the central part
of the State and are the only rocks shown in that
portion of the belt lying along the eastern part
of the Piedmont Plateau and western part of the
Coastal Plain, In the central part of the State,
rocks of the Felsic volcanics unit occupy much of
the eastern part of the Carolina Slate Belt north-
ca:-~t of Anson1 Ric.;hmond, and Stanly Counties.
The rocks of the Felsic volcanics unit are com-
pesecl largely of materials of volcanic flow or frag-
mental origin, The flows are essentially rhyolite,
while the -fragmental materials vary from rhyo-
litic to dacitic in composition, The frngmental
rocks consist of breccia and coarse and fine tuff,
with coarse and fine tuff making· up the greater
portion of the unit Lenses of bedded slate and
mafic volcanics, too small to show on the map, are
present in this unit.
The rhyolitc occurs a8 narrow bands and lenses
intcrbedded with the breecia and tuff, It is dense
and indistinctly porphyritic with a dark gray to
bluish color, and, on fresh surfaces, shows a greasy
luster. Flow lines are often present and are best
seen on weathered surfaces, while amygdaloidal
structure is also present. In porphyritic speci-
mens the minerals are plugioclase, orthoclase, and
quartz, None of the rhyolite outcrops show any
effects of metamorphism.
The fragmental rocks consist of breccia and
coarse and fine tuff, The coarse tuff predominates
and contains the breccia and fine tuft as interbed-
ded bands and lenses, The fragments composing
these rocks are angular to well rounded and vary
in size from nearly a foot to a fraction of an inch
in diameter, The larger fragments are internally
fragmental, while the finer material grades into
Bedded argillites (volcanic slate), At places,
\vithin a fe\v inches1 fine fragmental rock grades
into a rock sho\\'ing uedding planes, When freshly
broken, the rock proves to be made up of quartz·
and feldspar grains and rock fragments, some of
which show a flow structure, set in a dense bluish
or greenish grounclmass. In general, the roeks of
this unit have a light gray to greenish colur.
In the central part of the State, the rocks of
the Felsic volcanics unit vary fron1 massive to
schistose, At places, the fragmental texture of
the rock may be seen, but much of the rock has
ueen strongly metamorphosed and possesses a
\\'ell defined slaty cleavage that strikes northeast-
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southwest and dips to the northwe~t in the south-
ern part of the area and to the southeast in the
northern part. The felsic volcanics weather to a
light gray soil usually underlain by yellow to light-
reel clav. The !aver of soil and clay is usually
thick, ;ncl outcrops of fresh rock are not abuncl-
ant.
Along the eastern part of the Piedmont Plateau
and western edge of the Coastal Plain, all the
meta volcanics of the Carolina Slate Belt are shown
as the Felsic volcanics unit on the present map.
The rocks are deeply weathered and covered by a
thick layer of soil. As a result, outcrops of fresh
rock are scarce. and mapping is difficult. Mun-
clorff (1946) sh.owed these rocks on the legend of
his map as Slates, schists, and metamorphosed
·volcanics. He considered the series as metamor-
phosed sedimentary ancl igneous rocks, including
lavas. tuft's, and breccias. He did not mention
rhyolite or rocks of a mafic character but did refer
to a coarse breccia near Roanoke Rapids. In the
coui-se of fieldwork for the present map no rhyo-
lite was seen, but small amounts of breccia and in
one or two places small outcrops of mafic volcanics
too small to show on the present map, we1·e ob-
served.
In general, the rOcks uf this ar~a consist uf
coarse to fine tuft' and bedded slate, with which
bodies of gneiss and schist are present in many
places. The tuft's and bedded slates are present
throughout the area in about equal amounts. In
some places, bedded slate predominates, and in
others tuft's predominate. These rocks are usually
altered near igneous intrusions to garnetiferous
mica schist, mica hornblende schist, or biotite
schist. Some bodies of gneiss and schist not ap-
parently related to igneous intrusives are present
and probably represent metamorphosed non\'ol-
canic sediments. Six miles west of Smithfield,
Johnston Countv, on the east side of U. S. Hig-h-
way 70, is a large outcrop that resembles quartzite
and contains kyanite crystals. It may be siliceous
sediment metamorphosed to quartzite, or it may
be a silicified tuft'. Similar outcrops, except for
the kyanite, are found north of Princeton in -the
eastern part of Johnston County. The bedded
slates are dark blue to greenish gray when fresh
and become various shades of yellow and reel when
weathered, while the tuft's, g-neisses. and schists
are generally gray, yellow, or brown. All these
rocks have been moderately. metamorphosed and
contain a cleavage that strikes northeast and
stands nearly vertical.
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Mofic Volcanics (mvs)
Rocks of the :\fafic volcanics unit are sho,Yn on
the present map only in the northern t,,·o-thirds
of Carolina Slate Belt in the central part of the
State. They are scattered throughout the area
but are mo1·e abundant along the \,·es-tern ~ide.
The rocks of this unit consist largely of flows and
fragmental materials of volcanic origin. The
flows vary from anclesite to basalt, while the frag-
mentals are generally andesitic in composition.
Lenses of bedded slate and felsic volcanics, too
small to show on the map, nre present in thi~ unit.
The anclesite and basalt occur as narro,,· bands
and lenses interbedded with the fragmentals. The
anclesite is dark green in color, usually massive or
fine grained, hut occasionally coarsely porphyritic.
A coarse porphyritic variety, with hornblende
crystals up to two inches long, occurs in western
Randolph C~unty. The basalt is dark to nearly
black and often amygdaloidal. Both the andesite
and basalt are characterized by the lack of a well
defined cleavage. lvlinerals present consist of
epidote, plagioclase, quartz, secondary calcite, and
iron oxides. Epidote is the most abundant min-
eral present, giving the rock its green color.
The fragmentals consist of breccias and tuffs of
andesitie composition. often intermixed with rnuc.h
fine-grained material. In places these rocks are
fine grained and lack the fragrnental appearance.
In such areas, one of which may be seen along
U. S. Highway 64 for a mile west of Haw River.
the rock strongly resembles a graywacke. The
breccias and tuft's contain much epidote and often
have a greenish color. Other colors vary-from
dark gray to nearly black. In addition to epiclote,
plagioclase, and quartz, secondary calcite and iron
oxides a1·e present. The mafic fragmentals are not
as strongly metamorphosed as the felsic .frag-
mentals but contain a cleavage that strikes north-
east and dips to the northwest in the southern part
of the area and to the southeast in the northern
part. These rocks are usually covered with a thick
layer of dark-reel residuum.
Bedded Argillites (Volcanic Slate) (or)
Becldecl argillites (volcanic slate). commonly re-
ferred to as slate, bedded slate, or volcanic slate,
occur in the southern part of the Carolina Slate
Belt in the central part of the State ancl extend
north as far .as the central. part of Davidson and
Randolph Counties. A few small areas ·are shown
on the east sirle of the belt in Montgomery, i\!oore.
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... ·---...
S!JRVFV
! tsl Vl::STI GA,TI tJ 1'>lS
80-44
f·\~;J.::r;~:J in cco;)cr~:liof·1 ,vith the
l\,:;;·L(~ C2roiina Ocp;F\TnCnt ·of Nillurzd
:-.:_,.::.~C)L11·ccs J.r~d Co1J1n1uni~y Deve;oprr:cnt
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Ui'-ilTl:D STATES
D I: fJ A f(I 1\·1 E 1'-; T OF T 1-1 E INT I: I{ IO I{
CE()LOC!CAL SUl{VEY
13asic El0:111ents of Grou11cl-\iVater Hydrology
. \i\/ith Refer·ence to Co11clitio11s 111 North Ca1·oli11a
By Ralph C Heath
US Geological Survey
v\/2 ter-R.esou r-ces In ves tiga tio ns
Open-File Repon 80-44
Prepared in cooperation wi!h !he
. North Carolina Depanment of Natural
l~esources and Communily Development
Raleigh, l'-iorth Carolina
·10so
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United States l)epartrnent of the Interior
CECIL !J. ;\f'-!!JRUS, Scuet1ry
CEOLOGICAL SURVEY
H. \,v. Me11;1rcl, Director
GEOLOGIC;\!. SURVEY
Post Office Box 2857
Raleigh, North Cirolina 27602 ~
Copies of ;his r·cport 1nay be purchased from:·
U.S. GEOLOGIC/',1. SURVEY
Open~Filc Services Section
Br;inch of Distribuiion -
BO·x 25·125; r-cdcral Centc:r
Denver, Colorado· 80225
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Rock Units and Aquifers
in the Piedrnont,ancl /Vlountains
D -~~B.11~
. ..-.; ,,_ : '-'-~ ''-\$.:C,u.:,.!c)
I (~ ~(Sub.,:,:,)
I 6 ;':;:~~~:: P •• ,_sr~s L _____ _
Tne rocks underlying the Piedmont and
mountains can be ·divided into two groups:
(1) bedrock, and (2) saorolile (or residuum).
The saprolite under:ieS the \and surface and
ranges in thickness from a foot or two near
·bedrock outcrops to more than 100 ft. Bedrock
underlies the saproli:e and is the parent rock
from which the saprolite was derived in the
process referred to as weathering.
I .. iany stream valleys, especially those oi
larger strecrns, are underlain by a layer of
_-ma.teri2I similar in composition to saprolite.
This materi2I. wt-iich has been deposited by the
streams during floods, _is correctly referred to
. as alluvium. However, to avoid .unnecessary
complications, we ,·.,ill lump the allu•;ium in
with the saprolite for the purpose of this
discussion.
The bedrock underlying th~ Piedmont and
mountains consists of many diffeiellt types of
igneous and metamorphosed igneous and
sedimentary ro·cks .. The Generalized Geologi-
cal t,iap of North Carolina ac.companying the
discussion of WATER-BEAfllNG flOCKS
· divides the bedrocx in the Piedmont and
mountains into six units. The 1:500,000 scale
Geologic tvlap ol ~lorth Carolina, published in
1958, divides the bedrock in the same area into
:\3 differ·ent units. But, a much larger number of
units have t,eeri identified and are shown on
large scale geologic maps. ·
The bedrock units differ from each other in
mineral composition 2nd· other geologic
characteristics. Fortunately, these differences
do not result i~ large differences in hydraulic
characteristics so that it is possible to combine
the bedrock units into a relatively small number
of hydrogeologic units.
The accompanying map shows the hycfro-
geologic units into which the bedrock in the
Piedi-nont and mountains has been divided by
t11e U.S Geological Survey and the North
Carolina Groundwater Section.
The most productive hydrogeologic units
are the Great Smoky Mountain ·belt .and the
Blue flidge-lnner Piedmont belt. The least
produclive units are th·e Carolina Slate Belt and
the Triassic Basins. The Charlotte Belt is
intermediate in productivity.
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(_~ ,ou n d-V./ ;:i tcr ';itua tio n
in the Piedrnor:t ,incl /'v'\ountains
Tl1e saprofite (we21herec1 r·ock) that forms
tr.e \and surface. in \he Piedmont and
mountains consists ci unconsolidated granu-
lar material. It thus cor:tains water in ti1e pore
s_paces betv1r2-en rock particles.
Tl1e /Jeo·rock, oc, the other hand, does 1101.
have any signiiicant intergranu!ar .(primary)
porosity. \t contains water, instead, in sheet-.
!ike openings formeci alo11g lrc1ct\Jres (that is,
brea~s in the othe,wise "solid" rock). Fractures
in bedrock are of t•::o types: (1) joints, wl1ich
are bre2ks alo11g v,ihich them has bee11 no
ciilfcrnntial move;1~enl; ar'ld (2) fnufts, 1Nhich are
breaks along whict-, ll,e adjacent rocks have
undergone ditfer8nti2•1 movement.
Fau.lts are for1ri8d dLning ec,rthquakes and
Qene::·ally contain l2rger and more e;,.;\ensive
cp~nings tll2.n thcise developed along joints.
Joints, hov✓ever, ere far more numerous th;Jn
fa u I ts.
Fractures (jcints and fa·ults) are-more
abundant under ,10.i!eys, dr2ws, and other
sul"l2ce depression::. than under hills. ln fact,
27
gcologis:s assur.1e. tha1 it is the presence of
frcclures thal determined the position of
valleys in t11e first place. Fractures tend to be
1T10re closely-spaced 2nd the openings
developed along them tend to be larger near
t!7e surface of t!1e bedrock. i✓1ost fractures
appear to be non water-bearing below a depth
of 300 to 400 ft. Large water-bearing ope·nings,
penetrated below this dept!, are probably
associated with faults.
The grnund-water system in the Piedmont
ar1d mountains is recl1cfrged by precipitation
on the inters1re2m areas. A part of t11e
precipitation infiltrates tlirough the unsa_tu-
r~ted zone to t_he water talJle, which normally
occurs in the saprolite.
Ground water moves laterally and downward
ir1:-ough the saprol_ite to points of ground-·
'Nater seepoge (sµrings) on the hillsides and to
tli8 streams in the adj;:!cent valleys. Sarne of the
'.vater in the sapro.lite a!so moves downward
inio the bedrock and, thereafter, through the
l_racturcs to the adjacent v::lleys.
I Hydraulic Ch;c1r2cterrstics I Pic-d rnont and tv't o u 11 ta i 11
Ground-V✓atcr Systen·1
of the
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~_,, STORAGE
Ill
BED ROU:
I One of the most basic concepts of grouncJ-
v,1ater hydrology is that aquifers function both
I 2s reser·voirs, in 'Nhich 'Noter is in storaae and
as pipeline$, v1hich transmit water fro_m, one
point to another. This is referred to as the
I rescr'✓oir-pipe/ine concept. This concept forms.
a useful be.sis on \,.Vl~ich to discuss the hydraulic
c(1cir2cteristics of the Piedmont and moun!ain
grounCJ-1,•,1atcr system.
I The reservoir (storage) function of aquifers
dcpe:lds on the poro~ily. The oipeline function
depends 011 :he l1yd1·aul1c conductivity ancl ihe
I thickness of t11e aquiier. The appro;-:irnaie
r2.1·1ge in porosity and l1ydraulic conductivity
for i~e saprolite and tieclrock is shown in the
,follo1:,1ing table.
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Rock type
Saprolile
Bedrock
Porosity in percent
20-30
0. 1-1
Hydr;:,ulic
conduc\i•;ity In
feel per day
1-20
1-20
The above values suggest that the principal
diilerence between saprolile and bedrock is in
water-storage capacity. In other 1,vords, the
s2prolite l,as the capacity to s.to,e a much
larger quantity of water than does the becirock.
This is not the entire story, hov1ever.
· As we noteci 2bo.ve, the capacity of an aquifer
lo transmit water d?pends both on t1ydraulic
conductivity and on aquifer thickness. The par;
of the bedrock containing water-bL~aring
fr·ac\ur:es is se 1,1er0I ti1-r1es thicker th3n the
saprolile.
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1Ne c?.n then, wit~1out gre,:i\ e:Tor, 1.1iew the
grouncl-v.-aier system in the Piedrno11t a1:d
rnountains as consisting of a saprolite reser-
voir overlying 3 bed roe~; pipeline consisting oi
nurnerous small, infe1·c6;·1r:ected pipes. In the
vicinity of a pumping well the bedroc:~
fractures ("pipes") convey water frorn the
s<-:proli\e reservoir to. the 1,,vell.
The yield of a well drawing from fractured
bedrock depe11ds on several I actors. The most
important of these are believed to be:
I. The number, size, areal extent, and
degree of interconnection of t11e fractures~·
penetrated by the well,
2. The thickness of saturated saproiite in the
vicinity of the well and the specific yield of
the saprolite, and
29
J. The hydraulic conductivi\y of the s2pro-
lite. and the nature of the hydraulic con-
nection bet\veen the _s3pr·olite 3nc1 the-
bedrock.
The number and the size oi the iractures
contioi \he rate at which water· can enter the
well. The areal extent and degree of intercon-
nection of the, frpctur·es control the si::e of the
area thal supplies water to the well.
Tl1e thickness and the specific yield ol the
saprolite dete,·mines the volume of watei-
availab\e from storage in the saprolite. The
hydraulic conductivity ot the saprolite and the
nature of the hydraulic connection between
the saprolite and the bedrock determines the
rate al vihich water can drain from the
saprolile into the bedrock fractures.
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TO:
FROM:
DATE:
File
Jeanette Stanley
Environmental Chemist
NC Superfund Section
December 20, 1995
SUBJECT: Ram Leather
NCO 982 096 653
Charlotte, Mecklenburg County, NC
Ref. 16
I performed a house count on the area within 4 miles of the Ram Leather site. There are
eight homes within 1/4 mile of the site, three of which are contaminated with tetrachloroethylene
(PCE). There were eight employees at Ram Leather at the time the well contamination was
discovered and the population of these three homes is eight. This was determined during
previous telephone conversations, as documented at Reference 10 in the Site Investigation
For those areas > 1/4 mile to 4 miles from the site, I counted those homes outside areas
of water lines. I reasonably excluded the homes in areas of community wells.· I multiplied the
number of homes by the persons per household census data (attached) and then added the
community well populations within the respective distance rings to this figure. The 1990 census
shows that Mecklenburg and Cabarrus Counties have 2.50 persons per household.
The populations per distance ring is:
Distance # homes Subtotal population Community well
0 -1/4
> 1/4 -1/2 mile
> 1/2 - 1 mile
> 1 - 2 mile
>2 - 3 mile
> 3 - 4 mile
5 X 2.5 = 12
10 X 2.5 = 25
84 X 2.5 = 210
286 X 2.5 = 715
303 X 2.5 = 757
799 X 2.5 = 1,997
population
( + 8 workers + 8 residents)
0
430
1,305
311
2,125
Total population
= 28
25
640
2,020
1,068
4,122
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1~_;_·:1.iv:,1i,::. ::_::~ ;;~~;:.--,ii;:,,,. :r.i:::~·
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1990 Census of.
Populatioi1 and Housing
Summary Population and
Housing Characteristics
North Carolina
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Table G. Household) Fa:niiy, and G;o~p 0"Ja11ers Ch2;2c!erisi!cs: 1990
(">/c-"1',1.,,,.,. ... .,.._,..:"""'?''1~--•1
Sta: e
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Place and [ln SeleC1eC
S1a1es] Cou,1ly
Subdl'llslon
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SUMolARY POPV..A TION .,ND HOUSING CHARACTERISTICS NORTH CAROLI/IA
NOTE: The population counts set forth herein are subject 10
possible cOrr1::ction for undercount or overcount. TI1e Uni1ed States
Department or Commerce is considering whether to cor_reCt these counts
and•wiH publish corrected counts, if any, not later than July 15, 1991,
O·-,-. ... ~· -··
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105
I
,I-, MEMO
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TO:
FROM:
File
Jeanette Stanley
Environmental Chemist
NC Superfund Section
DATE: October 26, 1995
SUBJECT: Ram Leather
NCD 982 096 653
Charlotte, Mecklenburg County, NC
~
I plotted the community wells witltin 4 miles of the site on the USGS topographic map and
determined which wells fell within which target distance limits. The wells and populations are
listed below.
Target Distance TQtal Per
Limit Community Well System Population Served Ring
0 -1/4 mile none
> 1/4 -112 miles None
> 112 - I miles Howell's Facility 430* 430
> 1 - 2 miles Country Hills SID 220
Clear Meadows SID 156
Edgewood Hills 89
Long Creek Elementary School 800
Dulin's Grove Church Day care 40 1305
>2 - 3 miles Cedar Park MHP 309
Bradfield Farms SID 3 ...ill
>3 - 4 miles Stone's Throw MHP 355
Silverton MHP 142
Bradfield Farms SID 1054
Wilson Woods SID 76
Forest Brook SID 71
Bainbridge SID 376
Elliott's Rest Home 26
Festival on Mint Hill 25 2125
*Exact location and population served determined by telephone conversation and field trip (See
memos dated September 29, 1995 and September 22, 1995).
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PAGE
' PMMGRJD STATE N.C. PUBLIC WATER SUPPLY SYSTEM 09/13/95
ACTIVE sYSTEMS
GR!O LATITUDE, 351030 / 351730,' LONGITUDE: 0803200., 0904030
PWS ID SYSTEM NAME RES.PERSON SOURCE SOURCE
TYPE POPULATION WORK Ptf'NE SOURCE NAME TYPE AVAIL.
113106 CABARRUS WOODS/CAMBRIDGE 5/D C
CABARRUS WOOOS✓CAMBRIDGE 5,-0 C
CABARRUS WOODS,.CAMBRIDGE S/D C
CABARRUS WOODS/CAMBRIDGE S/D C CABARRUS WOODS/CAMBRIDGE S/D C
113113 EDGEWOOD HILLS WATER SYSTEM C
EDGEWOOD HILLS IJATER SYSTEM C
1131 73 CEDAR PARK MHP C
CEDAR PARK MHP C
\13193 WEATHERSTONE S/0 C
113204 HOWELL'S CHILD CARE CENTER C
I 13217 SIMES IAROW MAP C
STONES THROW MHP C
! 13219 SILVERTON S/0 C
SILVERTON S✓D C
113◄1 ◄
113418 ROEi( RI ER BA T G:I RS I
113◄73 BE'fllEC ULI 2TH CH
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160210
160218
160219
160229
160230
1602◄◄
160262
160263
16026◄
160272
16027S
APPLECREEK-FARMWOOD B
COUNTRY HILLS S/0
COUNTRY HILLS S/0
WILSON WOODS S/0
LAWYERS STATION
LAWYERS STATION
CLEAR MEADOWS S/D
CLEAR MEADOWS S/0
BRANTLEY OAKS S/D
BRANTLEY OAKS S/D
WILLOWS CREEK S/D
C
C
C
C
C
C
C
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FORESTBROOK S/D C
BRADFIELD FARMS S✓D C
BRADFIELD FARMS S/D C
BRADFIELD FARMS-PHASES 9 Ii.. 10 C
STONE MTN AT FARMWOOD NORTH C
STONE MTN AT FARMWOOD NORTH
160"107 E RR !!(ER SE, 86£ C
' Ii 160"108 ;;!GBWSB J PRESPVTCRlA►I C 1:1Fi91
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160"120 <dlLGROOE LAI •~EsS I (S.►'"'\'G REEi'F to
160430
160"1"1!
160"157
]60"162
LONG CREEK ELEM SCHOOL
BAIN ELEM SCHOOL
lll:it;I J fiRl31;lE ADVAl<ii CHR1S11At.C I
160512 Pii!L EJEI. ii I itC!,Bi IERIAil Ch
16051"1 I Iii, llLL BAPIISI CHURCH
p
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Mltil lllbcbc aep:ns:r 61 1:1
M!W HI I:: SAP i 1S I CADNLR " N
188S 70◄5257990 WELL
! BBS 70"152S7990 WELL
!B85 70◄5257990 WELL
\ 8B5 70◄5257990 WELL
I BBS 70◄5257990 WEt..L
B9 704"1781785 WELL
89 70"1"1787785 WELL
309 70"15356161 WELL
309 70"153S6161 WELL
120 70"1788,..97 WELL ',Jc~;~:~;;{i~~ ~~tt
355 704◄559635 WELL
1"12 70"1"1782785 WELL
1◄ 2 70"1"1782785 WELL
30 70◄888290"1 WELL
70 70"1522:l'l 17 WELL
'20 I WELL 75 WELL
! 2"1 70"15257990 WELL
220 7045257'390 WELL
220 70◄5257990 WELL
76 70"156◄2£. 15 WELL
686 70"18475738 WELL
686 70"18"175738 WELL
156 70◄56"13'..15 WELL
156 70"1S6"126 l S, WELL
39 I 800222$07 WELL
39 ! 800222SE.07 tJELl
I 22 800222SE.07 WELL
71 B00222SE.07 WELL
105"1 7047889497 WELL
10S"1 70"17889497 WELL
3 70◄788'497 WELL
0 70"1"1782785 WELL
O 704"178278S WELL
270 704S◄ 5~JO'I WELL
350 70"15372279 WELL
25 70"15◄51653 WELL
I 25 70◄5"151228 WELL
800 704343&'.l"IO WELL
920 7043"13E(:,"IO WELL
225 7045730942 WELL
I 00 7045"1S'3259 WELL
300 70◄5"1561 72 WELL
250 70◄ 5 ◄ 59451 WELL
250 70◄5"1594s I WELL
2S0 7045◄59451 WELL
250 70◄5"159"!5 l WELL i
" BROOKSTEAD DR G p ,. PLAZA RD EXT G e
" SNOW DR G p
" STARWOOD RD G p
" BOWSBY COURT G p
" G p
" G p
" G p
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G p
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LATITUDE LONGITUDE
3515"12
3S1630
351630
351630
351538
351510
351510
351620
351620
351 700
35!"11S
351717
35171S
351528
351530
95 5$0
351616
3Sl 8 E
3515•6
351033
351251
3512◄8
351217
3510"12
351039
351230
351230
3S1600
351600
351612
351 I 16
3S1512
351S18
351"1"10
351605
351600
SI 410
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PMMCA!O STATE N.C. PUBLIC WATER SUPPLY SYSTEM 09/13/95
ACTIVE S'i'STEMS
GRID LATITUDE, 351030 / 351730,!LONCITUDE: 0803200 ,, 080-4030
RES.PERSON SOURCE SOURCE
Pl.JS ID SYSTEM NAME TYPE POPULATION WORK Pl()NE SOURCE NAME ------
160515 ARI::! J8T81c B F'Ti5T C!IIIRCV 225 70-45◄5375 I WELL
160577 0f.:1fR RB 1:1 ITbD /:Cli;"fl7'8Bl6T Ii ,t ,oo 70-45-456785 WELL
!6063<? Cl i:AR CRliliY ?PPHS:t El URE I Ii ,oo 70-45456£,08 WELL
!60723 III! £0'1 CRQP E: B PT!!:!T e ll:IREII 11 ,oo 70◄

5

◄
551;25 WELL
1607-46 BAINBRIDGE S/0 C ,,. 70<15257990 WELL
BAINBRIDGE S/0 C ,,. 70'15257990 WELL
160787 ELLIOTS REST HOME P 26 70'15-455833 WELL
16081 ◄ DULIN"S GROVE Cl-f.JRCH DAYCARE P ,o 70◄545~680 WELL
160832 FESTIVAL ON MINT HILL C 25 70'4-4781785 WELL
/ / -2 rn, /aa Cose-fr-'<, f/-,//J 5/D (1t)
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TYPE AVAIL. LATITUDE LONGITUDE
0------
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' p 35115◄ :~~:;~/ 0 ' p 35115◄
' p 351130 803825-p
' p 351325 eo::nis-L
' p 351100 803700 -Q
/ 3 -f 5forye'-5 --rJ,,-, w hff!f ( F)
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I MEMO
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TO:
FROM:
DATE:
. SUBJECT:
Superfund Section Staff
kancnc Stanley
Environmental Chemist
NC Superfund Section
January 2, 1996
Update on Status of Wellhead Protection Programs in N.C.
I spoke with Mr. Randy Prillaman, Hydrogeologist, NC DEM [phone]. He said that
the Wellhead Protection Area implementation plan written by him and submitted to US EPA in late
December 1994 has been approved. This plan calls for protection of a whole area based on· a
calculation using recharge rate and pumping rate as variables.
North Carolina now has primacy in approval of wellhead protection areas. None have yet
been implemented. The Rural Water Association is preparing to submit several applications for
wellhead proptection, but none have yet been received or approved.
Some areas he expects to be the first to have wellhead protection areas are Gaston County,
the Town of Black Mountain, and numerous small communities affiliated with the North Carolina
Rural Water Association. Gaston County has delineated wells and completed a contaminant source
inventory.
•• I
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TO: File
FROM: Jeanette Stanley L?--~
Environmental Chemist
NC Superfund Section
DATE: October 13, 1995
SUBJECT: Ram Leather
NCD 982 096 653
Charlotte, Mecklenburg County, NC
I reviewed the results from the organic analyses conducted on samples taken on September
26, 1995 during the Site Inspection. I noted that the Parnell well was highly contaminated, 204
ppb tetrachloroethylene. I reviewed old analytical results on her water supply and these are much
higher than the old levels.
I called her stepson, Mr. Jack Parnell, [phone]. He was not in and I left a message
on his answering machine. I called Mrs. Ruth Parnell [phone]. I informed her that her
water was contaminated with the same chemical as before, only higher. I explained that even
though her new well tested clean in 1994, tetrachloroethylene is heavier than water and it siriks.
I called the Worley residence at [phone]. There was no answer. I then called Mrs.
Worley at her work number, [phone]. I informed her that Mrs. Parnell's well was
contaminated. I explained that I understood that Mr. Worley had supplied clean water in the past
and that Mrs. Parnell had told him to stop supplying water when she installed the new well. I
wanted to give Mr. Worley the opportunity to supply clean water to Mrs. Parnell as soon as
possible.
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TO: File
FROM: Jeanette Stanley 9&;;;10 ,
Environmental Chemist
NC Superfund Section
DATE: October 16, 1995
SUBJECT: Ram Leather
NCD 982 096 653
Charlotte, Mecklenburg County, NC
On Friday, October 13, 1995, I called Mike Taylor, Environmental Scientist, US EPA
Waste Management Division [phone] ext. 6112. He performed the first emergency
response on the Ram Leather Site and determined that levels were not high enough to warrant
emergency removal. I discussed the situation with the Parnell well, i. e., she had installed a new,
deep well and had assumed that it would remain clean. She discontinued drinking bottled water.
I had recently tested it and found 204 ppb PCE in her well. Mr. Taylor suggested that I resample
the well. If the second sample indicates that the level remains this high (above the emergency
level of 70 (ug/L)). I should then again request1an Emergency Removal action.
In Friday, October 13, I attempted to reach Kimberly Stevens [phone] with
Mecklenburg County Department of Environmental Protection but was unable to make contact
with her. She has recently sampled wells in the area. I then spoke with Lisa Corbitt, Mecklenburg
County Department of Environmental Protection [phone]. She said that she would sample
Mrs. Parnell's well this afternoon. I left a message on Mrs. Parnell's answering machine (404)
545-4324 that Lisa would be there to sample her well again.
I
'•ld LO.I:.
~ MECKLENBURG COUNTY ENVIRONMENTAL PROTECTION LABORATORY
~:~~-Li';' Oopt.: /.tlG1 labl.D.•:
[
.• s...,lod: LJ(-}lc;:. [UCK[g__ Project: capt P,fsl+mPL<f.,
, ... , 1S101 FH0emer1c., 12.ood (olc/u hou.te) Date Rec'd:
h,gg5
I\
Ceo s...,lod: jll1HJ-
lod By: R ;O"ili-L~.\
Delivered to Lab On:
Dato: 5/1fj qf; Tl .. : z: 6f°
r ii.~
DAM wPM
Tf•:
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to s...,lod: 5' r;,_, rz:t>J ~ Delivered By:r;Ji.Lt/i,0
O,~ical r,_.._itian
tnor;anic a __________ x
__________ x
__________ %
Organic: 0
Moisture □
ltadioactivi~
Air
Groal' Alpha □
Gr-oaa Beta a
'.later
Groaa Alpha a
Gross Beta a
Jlf i see l l M"ll!!GLIS
Asbestos a
-----pt:1/rtr
-----pt:1/rtr
______ pt:1/l
______ pt;l/l
_______ %
ChlorOl)hyll o □ , ____ _.;._I¢
_______ SI Corrosivi ty a
Dfaaolved Oxygen a ------Fonaoldehydo a --------a --------a -------a --------a --------
lnoC9!!JiC Mon Net■b
Acidity O -----·----·--PID
Alkalinity a-----
Blcarl>onau C _________ ppo
Aggcnate Oroanjq
BCll, □, __________ pja
ca, a pja
o II and Graue □ -
Carl>onatc □ __________ -Ph.,.,I □, ________ -
Chloride □ PPIII Surfactant □, ________ -
Chlodne, Rnidual O pt:a Orp,fq
Color a ""it• Acid Herbicide O Report auac:hed
Cyanide, Total □ PP111 Orvanlc Acid □ ______ pja
Fluoride □ PPIII PCB O R-rt attaclled
Harchna □ ~ Pesticide O Re,:,ort anllc:Md
Nitrogen, Amnani• □. ______ _ -N~tr~gen, Nitrate+ N1tr1te O ______ _
Nitrogen, Nitrate □•----'-----
Nitrogen, Nitrite □. _____ _
Nitrogen, ro
0
tal Kjaldohl • _________ PP111
p11 a ... 1 ..
Phosphorus, Or-tho 0. ______ _
Phosphorus, Total 0.-'-------
Phosphorua, Total otoaolved a
Residue, Filterable □. _____ _
A.Hidue, f)i,1~1 ided □------
A.esidue, Total □ ______ _
------Sl)eeific Q ________ UlftO/CII
Conductance
Sul fate O _________ _ -Sulfide □, _________ _ -
. Seaivolatile O Rep,rt attacftlld
TPH O __________ -
VOC ~ R-,t attaclled
Ntneral !'!Sil!
Al □ ____ -____ -
CaO --
coo --Cu □ --,.a -•
MgO --Mn □ --, a -•
SI □ --Ha □ --Sn □ -pi:,b
zn □ -•
0 --Turbidity □ ________ _ NT\J Tqxfc Neta\•
TCLP Metala 0
Sb □ ____ 1¢ _____ pja
All FIElD DATA MlST BE RECDIDED TO IIAIIITAIN CHAIN OF CJSTCl)T •• a Pl'I> -
Ba a Pl'I> pja I Aemarics: _________________________ _ Bo O 1¢ pja
Cd □ 1¢ pja
Cr □ 1¢ pja
I Pb □ 1¢ pja
Hg □ J,r:,b pja
HI □ -pja
s • a 1¢ pja
Ag □ 1¢ pja ·
n a PIG ~
a Pl'I> -----
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Field I.D.#: Project:
site Sampled:
Lab I. D. #: ...J-/l/,_f/4-1/7"---
Date Sampled:
Sample Matrix: Water
Volatile Organics
Sample Detection
Organics-Volatiles Results Limits Method
Parameter (ug/1) (ug/1)
Acetone < 100 100 8240B ( f) , 524.1 ( i) , 624 (g)
Acrolein < 100 100 8240B ( f) , 524.1 ( i l , 624 /al
Acrvlonitrile < 100 100 8240B ( f) , 524.1 ( i) , 624 (al
Benzene < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
Bromodichloromethane < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
Brornoform < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
2-Butanone < 100 100 8240B ( f) , 524.1 ( i) , 624 (g)
Carbon Disulfide < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
.
Carbon Tetrachloride < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
Chlorobenzene < 5 5 8240B ( fl , 524.1 ( i l , 624 /al
Chloroform < 5 5 8240B ( f) , 524.1 ( i l , 624 (al
Chlorodibromomethane < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
Chloroethane < 10 10 8240B ( f) , 524.1 ( i) , 624 ( gl
2-Chloroethyl Vinyl Ether < 10 10 8240B ( f) , 524.1 ( i) , 624 (g)
1,2-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) , 624 ( g)
1,3-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i), 624 (g)
1,4-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
1,1-Dichloroethane < 5 5 8240B ( f) , 524.1 (il, 624 /al
1,2-Dichloroethane < 5 5 8240B ( f) , 524.1 (i), 624 In\
1,1-Dichloroethylene < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
cis-1,2-Dichlorethene < 5 5 8240B ( f) , 524.1 ( i) , 624 ( g)
trans-1,2-Dichloroethene < 5 5 8240B ( f), 524.1 ( i) , 624 (g)
1,2-Dichloropropane < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
cis-1,3-Dichloropropene < 5 5 8240B ( f) , 524.1 ( i) , 624 (g)
trana-1,3-Dichlorapropene < 5 5 8240B ( f) , 524.1 ( i) , 624 ( g)
Ethvlbenzene < 5 5 8240B ( f) , 524.1 ( i l , 624 ( al
2-Hexanone < 50 50 8240B ( f) , 524.1 ( i l, 624 (a)
4-Methyl-2-Pentanone < 50 50 8240B ( f) , 524.1 ( i) , 624 (g)
Methyl Bromide < 10 10 8240B ( f) , 524.1 ( i) , 624 (g)
Methyl Chloride < 10 10 8240B ( f) , 524.1 ( i) , 624 (g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project: Field I.D.#:
Lab I.D.#:
Site Sampled: Date Sampled:
Sample Matrix: Water
Volatile Organics,=n<I
Sample Detection
Organics-Volatiles Results Limits Method
Parameter (uq/ll tua/1)
Methylene Chloride < 5 5 8240B ( f) ' 524.1 ( i) '
MTBE < 5 5 8240B ( f) ' 524.1 ( i) ,
Styrene < 5 5 8240B ( f) ' 524.1 ( i) ,
1,1,2,2 Tetrachloroethane < 5 5 8240B ( f) , 524.1 ( i) ,
Tetrachloroethylene < 5 5 8240B ( f) ' 524.1 ( i) ,
Toluene < 5 5 8240B ( f) , 524.1 ( i),
1,1,1-Trichloroethane < 5 5 8240B ( f) , 524.1 ( i) ,
1,1,2-Trichloroethane < 5 5 8240B ( f) ' 524.1 Ii l ,
Trichloroethylene < 5 5 8240B ( f) , 524.1 C i l ,
Trichlorofluoromethane < 10 10 8240B ( f) , 524. 1 ( i) ,
Vinyl Acetate < 50 50 8240B ( f) ' 524.1 ( i),
Vinyl Chloride < 10 10 8240B ( f) , 524.1 ( i) ,
Xylenee (total) < 5 5 8240B ( f) , 524. 1 ( i) ,
624 (g)
624 (g)
624 (g)
624 (0)
624 (g)
624 (g)
624 (q)
624 I al
624 !al
624 (g)
624 (g)
624 ( g)
624 (g)
( f)
( g)
( i)
Teet Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
40 CFR, part 136
Methods for the Determination of Organic Compounds (EPA 1988)
•
Source Saft1)led:
S~led By:
Delivered to Lab On:
Cate s....,le-d: ,f; q) Time: //;I{) ~ I Ch-ical C,_...ition ·
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Incu·;anic 0 _________ x
__________ x.
_________ x.
Organic □
Moiiuur• □
Radioactivirt
Air
Grosl' •tpna □
Grose Beu □
-----pt:.1/ri' _____ p1:.11r
\Jeter
Groaa Alpha a ------pt:.1/~ Groaa Beta □ ______ pt:.1/L
JI f see l l a"1eCU1,
Asbntoa □ ________ x
Chloropnyl l a □ ppb
Corrosivity □ SI
Dfaaolved Oxygen O A:111
FoMIOldehyde □ ppa
□ -□ -□ """' □ """'
I notpnj C Ian Netat■
Acidity O ·-----------Alkalinity □ ___ _
Bicarbonate C ________ _
Carbonate □ _________ _
Chloride □
Chlo.-ine, Rnidual 0
------Color □ u,it■
C'flll\ide, Taul □-------Fluoride O ________ _
Ha-•□. _________ _
Nltr09en, Amncnia □. ______ _
Nftr~gen, Nitrate+ Nitr1te O ______ _
Nitrogen, Nitrate □, ______ _
Nitrogen, Nitrite 0
Nitrogen, Total Kjeldahl □, ________ _
--------~ □---------u,i u
Phosphorus, Ortho □. ______ _ --Phosphorus, Tot■l □------­
Phosphorus, Total Dluolved □ PP8
RniciJe, Filterable □------ppa
Rnlct., Suai,encled □-------RniciJe, Taul a_______ -
Specific □ ________ l.llllo/c:m
Conductance
Sulfate O _________ _ -Sulfide □, _________ _ -
A99Cfflt! Qrgpnjg
BIJI,□. __________ _
ca,□ -Oil lll'G Greue 0 ______ -
Ph-I □---------Surfactant □. ________ ppa
Orpnjfl
Acid Hari>lcldo □ R-• attacllad
orvanic Acid □ _______ _
PCB □ R_,., atiacllad
Pntlclde □ R-• a••-
. seaivolattle a Report •ttadled
TPN □ __________ -
VOC /i-R-t aUacllad
Ninon\ P!!UI•
Al □ ____ ppa ____ 1¢
ea a---------•
coo --cu □ ppa Pl"'
Fa □ ppa Pl"'
•vo -• Nn □ --K □ ppa ppb
SI □ ppa ppb
Na □ ppa Pl"'
Sn □ --Zn □ -Pl"' □ -ppb Turbidity □ ________ _ NTU Togfc s.et■ll
TClP N°'ala □
Sb □ ___ _ ppb -IOTE: All FIELD DATA JII.JST BE REa'.IIDED TD NAIIITAllf CHAii OF CJSTtDT
uc ___ _ ppb -I A:enarks:
Ba □ ___ _
a.a ___ _
Cd □ ___ _
ppb -ppb -ppb -Cr □----ppb -I Pb

□

___ _ ,,a ___ _ ppb -ppb -NI □----ppb -Sa □ ___ _ ppb -r
_ ;i._. I Laboratory Oirecto_r:
g-,c __ _
lo \<?!~ Tl □ __ _
□----
ppb -P!>b Pl-
ppb -.I
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--1
MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project: Field I.D.#:
Lab I.D. #:
Site Sampled: Date Sampled:
Sample Matrix: Water
Volatile Organics
.
Sample Detection
Organics-Volatiles Results Limits Method
Parameter ( ug/ 1) (ug/1)
Acetone < 100 100 8240B ( f) , 524.1 ( i) ,
Acrolein < 100 100 8240B ( f) , 524.1 (i),
Acrylonitrile < 100 100 8240B (fl , 524.1 ( i) ,
Benzene < 5 5 8240B ( f) , 524.1 ( i) ,
Bromodichloromethane < 5 5 8240B ( f) , 524.1 ( i) ,
Bromoform < 5 5 8240B ( f) , 524.1 ( i) ,
2-Butanone < 100 100 8240B ( f) , 524.1 ( i) ,
Carbon Disulfide < 5 5 8240B ( f) , 524.1 ( i) ,
Carbon Tetrachloride < 5 5 8240B ( f) , 524.1 ( i),
Chlorobenzene < 5 5 8240B ( f) , 524.1 ( i),
Chloroform < 5 5 8240B ( f) , 524.1 ( i) ,
Chlorodibromomethane < 5 5 8240B ( f) , 524.1 ( i) ,
Chloroethane < 10 10 8240B ( f) , 524.1 ( i) ,
2-Chloroethyl Vinyl Ether < 10 10 8240B ( f) , 524.1 ( i) ,
1,2-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,3-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,4-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,1-Dichloroethane < 5 5 8240B ( f) , 524.1 ( i) ,
1,2-Dichloroethane < 5 5 8240B ( f) , 524.1 ( i) ,
1,1-Dichloroethylene < 5 5 8240B ( f) , 524.1 ( i) ,
cis-1,2-Dichlorethene < 5 5 8240B ( f) , 524.1 ( i) ,
trans-1,2-Dichloroethene < 5 5 8240B ( f) , 524.1 ( i) ,
1,2-Dichloropropane < 5 5 8240B ( f) , 524.1 ( i) ,
cis-1,3-Dichlorop~opene < 5 5 8240B ( f) , 524.1 ( i) ,
trans-1,3-Dichloropropene < 5 5 8240B ( f) , 524.1 ( i) ,
Ethylbenzene < 5 5 8240B ( f) , 524.1 ( i) ,
2-Hexanane < 50 so 8240B ( f) , 524.1 ( i) ,
4-Methyl-2-Pentanone < 50 50 8240B ( f) , 524.1 ( i) ,
Methyl Bromide < 10 10 8240B ( f) , 524.1 ( i),
Methyl Chloride < 10 10 8240B ( f) , 524.1 ( i) ,
624 (g)
624 (q)
624 ( g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 ( q I
624 (q)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (qi
624 (qi
624 (g)
624 (g)
624 ( g)
624 ( g)
624 (g)
624 (g)
624 (q)
624 (g)
624 (g)
624 (g)
624 (g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
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MECKLENBURG COUNTY DEPARTMEN'r OF ENVIRONMENTAL PROTECTION
ENVIROHMEHTAL LABORATORY
Project:
Site Sampled:
Sample Matrix: ~
Organics-Volatiles
Parameter
Methylene Chloride
MTBE
styrene
1,1,2,2 Tetrachloroethane
Tetrachloroethylene
Toluene
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethvlene
Trichlorofluoromethane
Vinyl Acetate
Vinyl Chloride
Xylenes (total)
Field I.D.#:
Lab I.D.#: ·
Date Sampled:
Volatile OrganicS,con<I
sample Detection
Results Limits
tun/1) (ua/1)
< 5 5 8240B ( f) •
< 5 5 8240B ( f) •
< 5 5 8240B ( f) ,
< 5 5 8240B ( f) •
< 5 5 8240B ( f) •
< 5 5 8240B (fl .
<· 5 5 8240B ( f ) ,
< 5 5 8240B ( f) ·,
< 5 5 8240B ( =) ,
< 10 10 8240B ( f) ,
< so so 8240B ( f) •
< 10 10 8240B ( f) •
< 5 5 8240B ( f) ,
Method
524.1 ( i) •
524.1 ( i),
524.1 ( i) ,
524.1 ( i) ,
524.1 ( i) ,
524.1 ( i),
524.1 . { i) ,
524.1 (i),
524. 1 Ii l ,
524.1 ( i) ,
524.l ( i),
524.'. ! :. ) ,
524.1 ( i) ,
624 ( g)
624 ( g)
624 (g)
624 (0)
624 (g)
624 (g)
624 (q)
624 {g)
524 /al
624 (g)
624 ( g)
624 ( g)
624 ( g)
( f) Test Methods for Evalu·ating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of organic Compounds (EPA 1988)
--··---------·· .,-
~ MEC~~~~~~G COUNTY ENVIRONMENTAL PROTECTION LABORATORY
C___D '' · ' -. ~ Dept.: fl/&_ lab I.D. t:
.ite S-led: lobed !,(/11f<,an !fffJy5°,J.~~ Project: mpL k'f~tnfLv
l.oor ... , l.501,i 111/Jonftr ;e !{cl
llec'd By:
/[51
Cl~
;j .
1Mcet
Oate Sarroled:
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Ol!.9ical C itian
Inorganic □ ________ x
__________ .% Or-genie a
Moiilture 0 _________ x.
Radioactivi:tt"
Air
Grost Alph■ 0 -----pCI/_,
Gros■ Bet■ 0 -----pCI/,.,
Water
Groaa Alpha □
Gron Btlt■ 0
Ill i scel l anecua
Asbntos 0
______ pCl/l
______ pCl/l
________ x
Ch lorop,yl l o 0 . ______ Pill>
_______ SI Corrosivity 0
Dissolved Oxygen a -------Formaldehyde a -------a --------a --------a --------a -------
Oau Rec'd:
0elivered to Lab On: Tim:
Dato: 6 / / 19,> T iaw: //.' 3cJ g:
l II: Delivered By: I <:{t.Ve/JS
Jnar:,enjc Mon Metal■ A99CS:9at! Orp1jq
Acidity a ·-----·-----eco, □. __________ -
Alkal inlty O _________ -CCCI □-----------
Bicarbonate C _________ -OIi and Graue □-------
Carbonate a -Phenol □---------
Chloride O -Surfactant O -
Chlodne, RHidulil O ~ Orpnjq
Color O i.,lta Acid Norbfcfde O 1-t attached
Cyanide, Total O PSD Or;anic Actd O ______ -
Fluoride O ________ _ Pl"' PCS O a_,t attached
HerGiesa □-----------s:,s::a Pesticide a Report attached
Nltroten, AmnDni ■ a
Nitrogen, Nitrite Nitrate+ 0
Nltr09en, Nitrate 0
Nltroaen, Nitrite a
Nitrogen, Kjeldahl Tot ■l a
pit a
----
· Seaivolatile O Repon attadNd
TPN O _________ -
V0C 'J a_,t Utoclted
Mineral !!tttla
Al O ____ -____ 111D caa_____ •
uilt ■ Co O ____ -_____ l'ID
Phoaphon,s, ortho □---------cu a -l'ID
Phoaphon,s, Total O -Fo O -l'ID
Phos~arus, Total Dlaoolvod a
A:niciJe, Filterable a
Residue, susi:i ldedO
Residue, Total a
Specific □
Conductance
Sul fate a
Sulfide a
' Turtildfty 0
----UD'\o/cm --NTU
Ng □ -l'ID
Mn □ --, a -•
SI O -l'ID
~-□ --Sn □ -l'ID
Zn □ --
a -• Tm;jc Metal!
TCLP Metal• □
Sb O ____ l'ID _____ -
ALL FJELD DATA -,sf BE REcatDED TO NAllfTAJN CHAii OF OJSTCDY As O Pill> -
I A.emarks:
a.a • -
a. a Pill> -
Cd O Pill> -
c, a Pill> -
Pb O ppb -
Hg O Pill> -
NI O Pill> -
So O Pill> -
Ag O Pill> -.
Tl O f'!"> PP'
a Pill> ____ -
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project: Field I.D.#:
Lab I.D.#:
Site Sampled: Date Sampled:
Sample Matrix: ~ater
Volatile Organics
Sample Detectio'n
Organics-Volatiles Results Limits Method
Parameter (ug/1) (ug/1)
Acetone < 100 100 8240B ( f) , 524.1 ( i) ,
Acrolein < 100 100 8240B ( f) , 524.1 ( i) i
Acrvlonitrile < 100 100 8240B ( f), 524.1 (i),
Benzene < s s 8240B ( f) , 524.1 ( i) ,
Bromodichloromethane < s s 8240B ( f) , 524.1 ( i) ,
Brornoform < s s 8240B ( f), 524.1 ( i) ,
2-Butanone ' < 100 100 8240B ( f), 524.1 ( i) ,
Carbon Disulfide < 5 s 8240B ( f) , 524.1 ( i),
Carbon Tetrachloride < 5 5 8240B ( f) , 524.1 (i),
Chlorobenzene < 5 s 8240B (fl, 524.1 ( i) ,
Chloroform < 5 5 8240B ( f) , 524.1 ( i) ,
Chlorodibromomethane < 5 5 8240B ( f) , 524.1 ( i) ,
Chloroethane < 10 10 8240B ( f) , 524.1 ( i) ,
2-Chloroethyl Vinyl Ether < 10 10 8240B ( f) , 524.1 ( i) ,
1,2-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,3-DichlorcbenzBne < 5 5 8240B ( f) , 524.1 ( i) ,
1,4-Dichlorobenz~ne < s s 8240B ( f) , 524.1 ( i) ,
I 1, 1-Dichloroethan·e < s s 8240B ( f), 524.1 ( i l ,
1,2-Dichloroethane < s s 8240B ( f), 524.1 ( i) ,
1,1-Dichloroethylene < s s 8240B ( f) , 524.1 ( i) ,
cis-1,2-Dichlorethene < 5 5 8240B ( f), 524.1 ( i) ,
trans-1,2-Dichloroethene < 5 5 8240B ( f), 524.1 ( i) ,
.
1,2-Dichloropropane < 5 s 8240B ( f), 524.1 ( i) ,
cis-1,3-Dichloropropene < 5 5 8240B ( f) , 524.1 ( i) ,
trans-1,3-0ichlorcipropene < 5 s 8240B ( f), 524.1 ( i) ,
Ethvlbenzene : < 5 5 8240B ( f), 524.1 ( i) ,
2-Hexanone < so so 8240B ( f) , 524.1 ( i l ,
4-Methyl-2-Pentanone < 50 so 8240B ( f) , 524.1 ( i) ,
Methyl Bromide < 10 10 8240B ( f), 524.1 ( i) ,
Methyl Chloride < 10 10 8240B ( f) , 524.1 ( i) ,
624 (g)
624 (q)
624 (q)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (Ol
624 (q)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 ( g)
624 (ol
624 ( q)
624 (g)
624 ( g)
624 (g)
624 (g)
624 (g)
624 (g)
624 ( q)
624 ( q)
624 (g)
624 (g)
624 (g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
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MECKLENBURG COUNTY DEPAR'.l!MENT OF ENVIRONMENTAL PROTECTION
ENVIRONMEN'XAL LABORATORY
Project:
Field I.D.#:
Lab I.D.#: 1ar:
Site Sampled:
Date Sampled:
sample Matrix: Water
Volatile Organics,=nU
Sample Detection
Organics-Volatiles Results Limits Method
Parameter ( ua / l) (ua/1)
Methylene Chloride < 5 5 8240B (fl , 524.1 ( i l ,
MTBE < 5 5 8240B ( f l , 524.1 ( i) '
Styrene < 5 5 8240B ( f) ' 524.1 ( i) '
1,1,2,2 Tetrachloroethane < 5 5 8240B ( f) ' 524.1 ( i) '
Tetrachloroethylene < 5 5 8240B ( f)' 524.1 ( i) '
Toluene < 5 5 8240B ( f) ' 524.1 ( i) ,
1,1,1-Trichloroethane < 5 5 8240B ( f) ' 524.1 (il,
1,1,2-Trichloroethane < 5 5 8240B ( f) , 524. 1 ( i) ,
Trichloroethvlene < 5 5 8240B (fl , 524.1 (i),
' Trichlorofluoromethane < 10 10 8240B ( f) , 524.1 ( i) ,
Vinyl Acetate < so so 8240B ( f) ' 524.l ( i) ,
Vinyl Chloride < 10 10 8240B ( f) , 524.l ( i) ,
Xylenes (total) < 5 5 8240B ( f) , 524.l ( i) ,
624 (gl
624 (g)
624 (g)
624 ( Q)
624 ( g)
624 (g)
624 l<TI
624 (q)
624 (al
624 (g)
624 (g)
624 (g)
624 (g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic compounds (EPA 1988)
liite Sancled: J)A:IC Tu,cke_r
a.,, ... , 15229 P:IOrmAfle. ,--,
Project:
Bcocl
Delivered to Lab On:
Rec'd By:
Dau Rec'd:
Tl•: 11ource Sancled: -/-1-..u1.d
lancled By: °t([)~S..wW.;.1· .-11:.C1.>f\~dl.l.... ____ _ . ct Time: 1·:z;~
Dau: ~/Zf/ C,) Tia.: ~: 35e::
Del lvered By: '1( ciJI(J..f/l/\,'.;\
O\eaieal r5-:??!•tian Jnorpnic Man Net■ta -'99rnate Oraanie
Inorganic D __________ x. Acidity □~--------sa,, □, ___________ -
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Organic 0 ___________ x Alkalinity □____ -ca, □ -
Noi8ture 0 ___________ % Blcarbcnate C _________ -Oil and Gro ... 0 -
Radioactivi~
Air
Gross' •lciha □
Gros■ Beta □
Water
Gros■ Alpha □
Gross Beta □
"iscell.-.ea.a
Asbestos □
-----pC!/.',
-----pCI/.'
------pC!/L ______ pCI/L
________ x.
Chlorophyll ■ □ , ______ Pl>b
______ SI Carros i vi ty □
Oi ■aolved Oxygen □ ------Fonnaldehyoe □ --------· □ --------□ --------□ --------□ --------
Carbonate □ -Ph ... l a -
Chloride □ -Surfactant □ -
Chlodne, RHidual O _____ _ ~ Orpnjq
Color □ ----------111it■ Acid Heriltcide O Report attac:tled Cyanide, Total O _______ _ -Organic Acid D _______ -·
Fluoride O _________ _
-PCB O R-t lttoclled
H■ra.s• □, __________ _
-Pesticide □ R-t •tt-
Nttr09en, Aa:monia O, ______ _ -. Seaivolatile O Report ■ttactaed :1~~1,:n, Nttr~t• • -------Nttr09en, Nitrate □, ______ _
Nitrogen, Nitrite □, ______ _
Nitrogen, To
0
tal ljoldahl , ________ _
TPN □ ,----------
V0C D"a_,t lttaclled
Njnerg\ !!!Silt
A.l D
ca C -l'ID -l'ID
~ □---------co D -l'ID
Phosphorus, ortho O, ______ _ cu D -l'ID
Phoap\onm, Total □, ______ _ ,. a --Phosphorus, Total D!&a0lved □ _______ -
Residue, Filterable □, ______ -
Rntdua, c,mr ded □, _______ -
Residue, Total O _______ -
Specific □ ________ Ull'lo/cm
Conductance
"9 a
""a
' D
SID
Na □
Sn a
-----Pl"' -l'ID ----Sul fate O __________ _ -zn C --Sulfide □, __________ _ -C -Pl"'
Turbidity □ ________ _ lfTU Toxjc Metal!
TCl.P Jletala 0
Sb □ ___ _ Pl"' -All FJEL.D DATA "-'ST BE REa:ltDED T0 MIIITAllf CHAU OF OJSTa)T Al □----Pl"' -a.c ___ _ Pl"' -I A.emerli:.s: ___________________________ _ B•□----
Cd □ ___ _ Pl"' -Pl"' -
I
I Dau Comoleted: ________________________ _
I Laboratory Director:
I ·.··r ".!" ..•• ..,1
era ___ _
Pb □ ___ _
Hg □---­
NI □---­
S•□----
Ag □ ___ _
TLC ___ _
Pl"' -Pl"' -Pl"' -Pl"' -Pl"' -ppb --P!'b ~
Pl"' -
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MECKLENBURG COUNTY DEPARTMENT OF' ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project:
Site Sampled:
Field I.D.#:
Lab I.D.#:
Date sampled: ztfz i '
Sample Matrix: Water
Volatile Organics
Sample Detection
Organics-Volatiles Results Limits Method Parameter ( ug/ 1) (ug/1)
Acetone < 100 100 8240B ( f) , 524.1 ( i) ,
Acrolein < 100 100 8240B (fl , 524.1 ( i) ,
Acrvlonitrile < 100 100 8240B ( f) , 524.1 ( i l ,
Benzene < 5 5 8240B ( f) , 524.1 ( i) ,
Bromodichloromethane < 5 5 82408 ( f) , 524.1 ( i) ,
Bromoform < 5 5 8240B ( f) , 524.1 ( i) ,
2-Butanone < 100 100 8240B ( f) , 524.1 ( i) ,
carbon Disulfide < 5 5 8240B ( f) , 524.1 ( i) ,
Carbon Tetrachloride < 5 5 8240B ( f) , 524.1 ( i) ,
Chlorobenzene < 5 5 8240B (fl, 524.1 Ii),
·chloroform < 5 5 8240B ( f) , 524.1 !il,
Chlorodibromomethane < 5 5 8240B ( f) , 524.1 (i),
Chloroethane < 10 10 8240B ( f) , 524.1 ( i) ,
2-Chloroethyl Vinyl Ether < 10 10 82408 ( f) , 524.1 ( i) ,
1,2-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,3-0ichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,4-Dichlorobenz~ne < 5 5 8240B ( f) , 524.1 ( i) ,
1,1-Dichloroethane < 5 5 8240B ( f) , 524.1 (i),
1,2-Dichloroethane < 5 5 8240B ( f) , 524.1 (i),
1,1-Dichloroethylene < 5 5 8240B ( f) , 524.1 ( i) ,
cis-1,2-Dichlorethene < 5 5 8240B ( f) , 524.1 ( i) ,
trans-1,2-Dichloroethene < 5 5 8240B ( f) , 524.1 ( i) ,
1,2-Dichloropropane < 5 5 8240B ( f) , 524.1 ( i) ,
cis-1,3-Dichloropropene < 5 5 8240B ( f), 524.1 ( i) ,
trans-1,3-Dichloropropene < 5 5 8240B ( f) , 524.1 ( i) ,
•Ethvlbenzene < 5 5 8240B ( f) , 524.1 Cil,
2-Hexanone < 50 50 8240B ( f) , 524.1 (i),
4-Methyl-2-Pentanone < 50 so 8240B ( f) , 524.1 ( i) ,
Methyl Bromide < 10 10 8240B ( f ) , 524.1 ( i) ,
Methyl Chloride < 10 10 8240B ( f) , 524.1 ( i) ,
624 (g)
624 (al
624 (al
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (al
624 (al
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 Io\
624 (al
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 ( al
624 (al
624 ( g)
624 (g)
624 (g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of organic Compounds (EPA 1988)
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MECKLENBURG COUNTY DEPAIU'MENT OF ENVIRONMENTAL PROTECTION
ENVIROHMEIITAL LABORATORY
Project:
Site Sampled:
Field I.D.#:
Lab I.D.#:
Date ·sampled: /9V
Sample Matrix: Water
Volatile OrganicS,con,1
Sample Detection
organics-Volatiles Results Limits Method
Parameter (uer/1) (uer/1)
Methylene Chloride < 5 5 8240B ( f) , 524.1 ( i) ,
MTBE < 5 5 8240B ( f) , 524.l ( i),
Styrene < 5 5 8240B ( f) , 524.1 ( i),
1,1,2,2 Tetrachlorcethane < 5 5 8240B ( f) , 524.1 ( i) ,
Tetrachloroethylene < 5 5 8240B ( f) , 524.1 ( i),
Toluene < 5 5 8240B ( f) , 524.1 ( i) ,
1,1,1-Trichloroethane < 5 5 8240B (fl , 524.1 (ii,
1,1,2-Trichloroethane < 5 5 8240B ( f) , 524.1 'i) ,
Trichloroethvlene < 5 5 8240B ·( f \ , 524.1 : .:.. \ ,
Trichlorofluoromethane < 10 10 8240B ( f) , 524.1 ( i) ,
Vinyl Acetate < 50 50 8240B ( f) , 524.1 ( i) ,
Vinyl Chloride < 10 10 8240B ( f) , 524.l :' i) ,
Xylenea (total) < 5 5 8240B ( f) , 524.1 ( i) ,
624 (er'
624 (g)
624 (gl
624 (n)
624 ( g)
624 (g)
624 ,-,
624 <er\
624 (al
624 (g)
624 (g)
624 (g)
624 (g)
(f) Teat Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
I ·,. ~ECK\~!~R~ ~OUNTY ENVIRONMENTAL PROTECTION LABORATORY , ,.,Ji .D.•: ---·-·-• ---•--• ,_ Dept.: /1 )(J Lab 1.0. ,, 1H I
t . S.,,.,led: t (Y\ . mo H ~
ress: 1400£ A'!hemar:le -Road,
f ::nu Ht
Project: .... fb ....... r?-L~P.~es __ iW_{).,_G_-
0el ivered to Lab On:
Rec'd By:
01u Rec'd:
Ti•:
() A) ..eoJl
JUN 1 1995
_I_J_,_t [ __ ~-t ree S~led:
~led By: Dau: oj:f.f 9 S-Time: //•'3o ~
Delivered By: K .5ta.t:~
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Olmical rr:-??!itian•
lnorvanic □ __________ x.
__________ x
__________ x Or-ganic □
Moisture 0
Radioactivirt
Air
Gros~ i.lph■ □ -----r,:.11-.r
Grosa Beta □ -----r,:.11-.r
Water
lnoCP!ic Man Net■t! A990'9!tl Organje
Acidity O _______ -Boo,o. ___________ ppa
Alkalinity □____ -CCX) □, __________ -
Bicarbonate C _________ -Oil and GrHae 0. ______ ppa
Carbonate O Pl=8 Phonal □----------ppa
Chloride □ -SurfactantO. ________ ppa
Chlo1"ine, Residual O pf:D Orpnjfl
Color O 111it■ Acid Hortlicide □ a_,t attacllod
Cyanide, Total a _______ _ 01'"9anic Actd O _______ -
Fluoride O _________ _ PCB o a_,t attacllod
Groaa Alpha 0 ______ fi:.I/L
______ fi:.I/L Haraina □-----------Pf:111 Pesticide O Report attached
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Gross Beu □
Ni see l l M"leOl.a
Asbestos □ _________ x.
Chloropt1yll a 0 . ______ ppb
_______ s1 Carros i vi ty □
Dissolved Oxygen □ -------Fonaaldehyoe □ --------a -------□ --------□ --------a --------
Nttrogffl, Ammni ■ □, ______ _
Nitrogen, Nitrate+·
Nitrite □
Nltro9en, Nitrate □, ______ _
Nitrog-,, Nitrite □, ______ _
Nitrogen, Total ljeldahl □, _________ -
pN □----------t.nha
Phoaphorus, Ortho □------­
Phosphorus, Total □------­
Phoapharus, Tot0al Dlaaol-_______ ppa
Rnicu,, Filterable □------ppa
RestCUI, Sirq .ded □-------
Residue, Total □ _______ -
Specific □ ________ i.m'lo/cm
Conductance
Sulfate O __________ _ -· Sulfide □------------
seaivolatt le □ Report 1ttac:Md
TPM O __________ _
VOC ~Rl!>Ort attached
Ntnent Net■t1
Al C -ppb
Ca 0 -ppb
Co 0 -ppb
cu a -ppb
fo a -ppb
Mg 0 -ppb
Mn 0 -ppb
l a -ppb
SI 0 -ppb
No 0 -ppb
Sn 0 -ppb
zn o -ppb
0 -ppb I Turbidity O ________ _ NTU Toxfc Met■l•
I
IIOTE: All FIELD DATA IC.IST BE REamJED TO N.AIIITAIII CHAii OF CJSTCJJ'f
TCLP Metala □
SbO ___ _
Aa a ___ _ ppb -ppb -I Renarks: ___________________________ _
Bao ___ _
BeO ___ _
Cd □ ___ _
ppb -ppb -ppb -Cr □----ppb -Pb □ ___ _ ppb -Hg □ ___ _ ppb -I Cate Con:olated:
JUN 2 7 1995 Ni □----
So0 ___ _
AgO ___ _
ppb -ppb -ppb -1 · Laboratory Director:
Tl □ ___ _
□---
~ ppa
ppb -....... : ..... -: ~ ,•• L" ,;:'-•'-l
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project: Field I.D.#:
Site Sampled: Lab I.D.#:
Date Sampled: 1(1/1
Sample Matrix: Water
Volatile Organics
Sample Detection
Organics-Volatiles Results Limits Method Parameter (ug/1) (ug/1)
Acetone < 100 100 8240B ( f) , 524.1 ( i) ,
Acrolein < 100 100 8240B I fl, 524.1 ( i) ,
Acrylonitrile < 100 100 8240B ( f) , 524.1 ( i) ,
Benzene < 5 5 8240B ( f) , 524.1 ( i) ,
Bromodichloromethane < 5 5 8240B ( f) ' 524.1 ( i) ,
Bromoform < 5 5 8240B ( f) , 524.1 ( i),
2-Butanone < 100 100 8240B ( f) , 524.1 ( i) ,
Carbon Disulfide' < 5 5 B240B ( f) , 524.1 ( i) ,
Carbon Tetrachloride < 5 5 8240B ( f) , 524.1 ( i) ,
Chlorobenzene < 5 5 8240B I fl, 524.1 (i),
Chloroform < 5 5 8240B ( f) , 524.1 (i),
Chlorodibromomethane < 5 5 8240B ( f) , 524.l ( i) ,
Chloroethane < 10 10 8240B ( f) , 524.1 ( i) ,
2-Chloroethyl Vinyl Ether < 10 10 8240B ( f) , 524.1 ( i) ,
'
1,2-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) '
1,3-Dichlorobenzene < 5 5 8240B ( f) ' 524.1 ( i) ,
1,4-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i),
1,1-Dichloroethane < 5 5 8240B ( f) , 524.1 ( i l ,
1,2-Dichloroethane < 5 5 8240B ( f) ' 524.1 ( i),
1,1-Dichloroethylene < 5 s 8240B ( f) , 524.1 ( i) ,
cis-·1, 2-Dichlorethene < s 5 8240B ( f) , 524.1 ( i) ,
trans-1,2-DichlorOethene < s 5 8240B ( f) , 524.1 ( i) '
1,2-Dichloropropane < 5 s 8240B ( f) ' 524.1 (i),
cis-1,3-Dichloropropene < s 5 8240B ( f) , 524.1 ( i) '
trans-1,3-Dichloropropene < 5 5 8240B ( f) ' 524.1 ( i) ,
Ethvlbenzene < 5 5 8240B ( f) , 524.1 (i),
2-Hexanone < 50 50 8240B ( f ) , 524.1 ( i l,
4-Methyl-2-Pentanone < so 50 8240B ( f) , 524.1 ( i) ,
Methyl Bromide < 10 10 8240B ( f) , 524.1 ( i) ,
Methyl Chloride < 10 10 8240B ( f) ' 524.1 ( i) ,
624 (g)
624 lal
624 /al
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (q)
624 /al
624 (g)
624 (g)
624 (g)
624 (a)
624 (g)
624 (g)
624 (al
624 (q)
624 ( g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (al
624 /al
624 (g)
624 (q)
624 (g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project:
Site Sampled:
Field I.D.#:
Lab I.D.#:
Date Sampled:
IC'{/ I
Sample Matrix: Water
Volatile OrganicS,con,1
Sample Detection
Organics-Volatiles Results Limits Method
Parameter (uq/1) (ug/1)
Methylene Chloride < 5 5 8240B ( f) • 524.1 ( i) •
MTBE < 5 5 8240B ( f). 524.1 ( i).
Styrene < 5 5 8240B ( f) , 524.1 ( i},
1,1,2,2 Tetrachloroethane < 5 5 8240B ( f) • 524.1 ( i) ,
Tetrachloroethylene < 5 5 8240B ( f) • 524.1 ( i) ,
Toluene < 5 5 8240B ( f) , 524.1 ( i},
1,1,1-Trichloroethane < 5 5 8240B ( f} , 524.1 ·Ci l ,
1,1,2-Trichloroethane < 5 5 8240B ( f) , 524.1 lil,
Trichloroethvlene < 5 5 8240B ( f) • 524.l ( i} '
Trichlorofluoromethane < 10 10 8240B ( f} , 524.l ( i} ,
Vinyl Acetate < so so 8240B ( f} ' 524.1 ( i) '
Vinyl Chloride < 10 10 8240B ( f) • 524.1 ( i} ,
Xylenes (total} < 5 5 8240B ( f} , 524.1 ( i) ,
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (q)
624 (q)
624 (q)
624 (q)
624 ( q)
624 (g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
'•ld,; :.(,,--..MEC::L~N~~:~~ COUNTY DE:~:RON~~$;L PROTECTION LABO~~ ~~D~::
Project: IYIIL 8errrm8e, Re-c'd By: t e S...,led: 1/f(fn Hr!drefh
r ... , 11 ;10B roo/e, l{evd
t r;e SatTl>led:
led By:
r· f 7Z!jJ}f
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te SMEiled:
Oleaical rs-:r-ition
Inorganic a __________ %.
__________ %
_________ x Or-genie □
Jlloi&ture 0
Radi oactivi !:i
Ah-
Grosl'-Alpha O
Gross Beta a
Water
Groaa Alpha a
Gross Beta a
Ni~llSleOUS
Asbestos a
------pCl/a'
-----pCI/,.,
______ pCt/L
______ pCt/L
________ x
Chlorop'lyll a 0 . ______ F¢
_______ SI Carros i vi ty a
Dissolved Oxygen 0 ------Fonaoldehyde 0 --------a -------a --------a --------a -------
Delivered to Lab On: Ti•: _1'-'S-:;....:;"2--_0_~.
Doto: .~/tS/95~ Tiaw: 2-: 35" ~
Delivered e/ ( SQ;)f',M
Jmr:,anic Man Netats As,cnate oCPlie
Acidity O ·-----•----·---aoo,o, ___________ pi,a
Alkalinity O ______ _ -CCII O -Bicarbonate C _________ PJ11 Oil and Graue a. ______ -
C.rl>onllte O -Phenol □, _________ -
Chloride D PJ11 surtacurn:: □, ________ -
Chlodne, Residual a ~ Or,pnjg
Color O '-'lits Acid Herbicide O Report auadled
Cyanide, Total O PfSI Org.,ic Acid O _______ -
Fluoride .□ -PCS O Report lttodled
Han:hna O ppa, Pesticide O Report attached
Nitr09en1 AmDania □. ______ _ -· Seaivolatile O Report attached
Nitrogen, Nitrate•
Nitrite □
TPH O __________ pi,a
Nltro;en, Nitrate □. ______ _
Nltrogw,,
Nitrogen,
, Kjoldahl
Nitrite 0. ______ _
voe Ir 1_,, attodled
Nfnerp\ '!!tilt
To~al ----------111ita ~ □---------
Al □----C.0 ___ _
coo ___ _
Phoa~orus, ortho o. ______ _ -cuo ___ _
Ph~arus, Total O, ______ _ Pl'■ Fo □ ___ _
Phosphorus, Total
Dlaaolwd □ -
RHic:ia, Filterable □. ______ Pl'■
Ania.», c:,n:~1 died □. _______ -
Rnidue,. Total O _______ -
Specific O ________ I.JZilO/CII
concu: tance
"90 ___ _
Mn □ ___ _
K □----SIO ___ _
No □ ____ _
Sn □ ___ _
s,ulfate a __________ _ -Zn □ ___ _
sul ttc1o a ·-----------□----Turbidity O ________ _ NTU Toxjc !'!SI\I
TCL.9 Metala 0
Sb □ ___ _
-------------
Fl!'b
ppb
ppb
ppb
ppb
ppb
ppb
ppb
ppb
ppb
ppb
ppb
ppb
ppb
I'll■
lil'.JTE: All FJELD DATA flJST BE RECCRDED TO MAINTAIN CHAii OF aJS'l'lXtf
Aa □ ___ _ Fl!'b I'll■ a.a ___ _ Fl!'b -Bo □ ___ _ Fl!'b -Cd □ ___ _ -I'll■
I Cr □----
Pb □ ___ _
Hg □----
Fl!'b I'll■
Fl!'b -Fl!'b -
I
I Laboratory O_.i rector:
La::crato:r' C<
NI □----1 ~□----
Oate Conmleted: -----------''-'------,-....J.-------Ag □ ___ _
_____ {J.;:.·~_/_·~_, ~_.,_~_·._·•_I_'_· .. _fL ____ ~ \9:,9);1 □□-=-====
s~~
Fl!'b -Fl!'b -Fl!'b -· PP' ppa
Fl!'b I'll■
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project: Field I.D.#:
Lab I.D. #: Site Sampled: Date Sampled:
Sample Matrix: Water
Volatile Organics
Sample Detection Organics-Volatiles Results Limits Method Parameter (ug/1) (ug/1)
Acetone < 100 100 8240B ( f) ' 524.1 ( i)'
Acrolein < 100 100 8240B ( f) ' 524. 1 < i) ,
Acrvlonitrile < 100 100 8240B ( f)' 524.1 ( i) '
Benzene < 5 5 8240B ( f) ' 524.1 ( i) '
Brornodichloromethane < 5 5 8240B ( f) ' 524.1 ( i) '
Bromoform < 5 5 8240B ( f) ' 524.1 ( i) '
2-Butanone < 100 100 8240B ( f) ' 524.1 ( i) '
Carbon Disulfide < 5 5 8240B ( f) ' 524.1 ( i) '
Carbon Tetrachloride < 5 5 8240B ( f) ' 524.1 ( i) '
Chlorobenzene < 5 5 8240B ( f) , 524.1 ( i I ,
Chloroform < 5 5 8240B ( f) ' 524.1 ( i) '
Chlorodibromomethane < 5 5 8240B ( f) ' 524.1 ( i) '
Chloroethane < 10 10 8240B ( f) ' 524.1 ( i) '
2-Chloroethyl Vinyl Ether < 10 10 8240B ( f) ' 524.1 ( i) '
1,2-Dichlorobenzene < 5 5 8240B ( f) ' 524.1 ( i) '
1,3-Dichlorobenzene < 5 5 8240B ( f) ' 524.1 ( i) '
1,4-Dichlorobenzene < 5 5 8240B ( f) ' 524.1 ( i) '
1,1-Dichloroethane < 5 5 8240B ( f) ' 524.1 ( i) '
1,2-Dichloroetharie < 5 5 8240B ( f) ' 524.1 (i),
1,1-Dichloroethy~ene < 5 5 8240B ( f) ' 524.1 ( i) '
cis-1,2-Dichlorethene < 5 5 8240B ( f) ' 524 .1 ( i) '
trans-1,2-Dichloroethene < 5 5 8240B ( f) ' 524.1 ( i)'
1,2-Dichloropropane < 5 5 8240B ( f)' 524.1 ( i) '
cis-1,3-Dichloropropene < 5 5 8240B ( f) ' 524.1 ( i) '
trans-1,3-DichlorOpropene < 5 5 8240B ( f) ' 524.1 ( i) '
Ethylbenzene < 5 5 8240B ( f) ' 524.1 ( i) '
2-Hexanone < so 50 8240B ( f) ' 524.1 ( i) '
4-Methyl-2-Pentanone < 50 50 8240B ( f) ' 524.1 ( i)'
Methyl Bromide < 10 10 8240B ( f) ' 524.1 ( i) '
Methyl Chloride < 10 10 8240B ( f) ' 524.1 ( i) '
624 (g)
624 <a)
624 <al
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (a\
624 (al
624 (g)
624 (g)
624 ( g)
624 (g)
624 ( g)
624 ( g)
624 ( q)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (al
624 !al
624 (g)
624 ( g)
624 (g)
(f) Test Methods for Evaluating Solid waste, Physical/Chemical Methods, SW 846 (g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project:
Field I.D.#:
Lab I.D.#:
Site Sampled:
Date Sampled:
Sample Matrix: ~
Volatile OrganicS,ccn,1
sample Detection
Organica-Volat~les Results Limits Method
Parameter (uq/1) (uq/1)
Methylene Chloride < 5 5 8240B ( f) ' 524.1 ( i) '
MTBE < 5 5 8240B ( f) ' 524.1 ( i) '
Styrene < 5 5 8240B ( f) ' 524.1 ( i) '
1,1,2,2 Tetrachloroethane < 5 5 8240B ( f) ' 524.1 ( i) '
Tetrachloroethylene < 5 5 8240B ( f)' 524.1 ( i) '
Toluene < 5 5 8240B ( f) ' 524.1 ( i) '
1,1,1-Trichloroethane < 5 5 8240B ( f) ' 524.l ( i l ,
1,1,2-Trichloroethane < 5 5 8240B ( f) ' 524.1 ( i \'
Trichloroethylene < 5 5 8240B ( f) ' 524.1 ( i) '
Trichlorofluorcmethane < 10 10 8240B ( f) ' 524.1 ( i) '
Vinyl Acetate < so so 8240B ( f) ' 524.1 ( i) '
Vinyl Chloride < 10 10 8240B ( f) ' 524.1 ( i) '
Xylenes (total) < 5 5 8240B ( f) ' 524.1 ( i) '
624 ( g)
624 (q)
624 (0)
624 (g)
624 ( g)
624 ( g)
624 ( q)
624 (q)
624 (Ol
624 (g)
624 (g)
624 ( g)
624 ( g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
I ✓ •. ;J ~~C~,L~~~RG COUNTY ENVIRONMENTAL PROTECTION LABORATORY
;•ld l.t.l: ~ . .,., ... "I 0Ol)t.: II )Q Lab I.D. ,,
I; u S_,led: P4Jfl} f'fll /// ,1,_J Project: (fj/J{ ff{}IJfr}f!.f,
ddress: /l4al.f-tobf..e 8toA
Rec'd By:
Dau Rec'd:
'./loJJl..Qt Delivered to Lab On: Tim: lource San'C)led:
_,led By: Date: slejqt[ Tl .. : ,2: SS-~
I 'SJ_ 0el ivered By: 11~~/f',rl)
Oleaical cs-n,itian I nor;:ga,i c Nan Met■h Asscnate 0rpaniq
1Y79
Inorganic □ ________ %
_________ %
__________ %
Acidity □ ·-----·----·--ppa BCO, □. ___________ ppo
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Or-ganic 0 Alkalinity □____ ppa CCCI □•----'--------
Moiilture 0 Bicarbonate C _________ ppa Oil and Grana □, ______ -
lladioactivitf
Air
Cari>onatc □ __________ PPI Phanol □. _________ -
Clllortda O ppa Surfactant O -
Ciroar •lph■ 0
Gros■ Set■ □
-----pCl/a'
-----pCl/a'
Chlodne, Residual O _____ _
Color 0
Cyanida, Total O _______ _
PP11 Ot:9P!jq
__________ la"lit■ Acid HerDlclde O Report at1:ac:hed
-orv.,ic Acid a _______ -
\later Fluoride. a _________ _ ppa PCB O Report attached
Groaa AlJ:i,■ □ ______ pCI/L H■rchtsa □, __________ _ -Pesttctda O Report attached
Groa■ Beta □ _______ pCI/L · Nltr011en, _._,ia □, ______ _ -seaivolati le a Report attached
Miscellanea.a Nitrogen, Nitrat• • Nitrite □ _______ _
Asbntoa □ _________ X Nltro,aen, Nitrate 0, ______ _
Chlorophyll a □
Corroaivity □
______ Pf'b
_______ SI
Diaaolved Cxwen a -------Fora,ldel,yae □ --------□ --------□ --------□ --------□ -------
Nitrogen, Nitrite □, ______ _
Nitrogen, To0tal Kjaldahl , ________ _ -1.nita pH □---------Phosphorus, Ortho □, ______ _
Phoaptlana, Total □. ______ _
Phoaphorus, Tot0al 0tuolvod _______ PPI
Residue, Filterable O. ______ ppo
Rnta.ae, Suspanded O,______ ppa
Residue, Total a _______ ppa
Spectf;c □ ________ UW'lo/m
Conductance
Sulfate a __________ _ -Sulfide □, _________ _ -Turbidity O ________ _ NT\J
ALL FIELD DATA ICUff BE REcarDED TO ICAIVTAIM CHAIM OF ar.mDf
TPH O .-----------voe t' R-.:,ort attached
Mhaa& Net•l1
Al 0
ca a
Co 0
cu a
Fe 0
1111 a
""a
K a
St 0
Na 0
Sn a
Zn a
a
Tazfc Neta\1
TCLP Matall 0
SbO ___ _
A10 ___ _
---Pf'b --------------Fl"' -PP" ---pp, -
Pf'b ---II Aemarits: ----------------------------
e.a ___ _
a.a ___ _
CdO ___ _
------Cr □------PbO ___ _ --HgO ___ _ --Ni □------I Oate c...,leted: -----=='--::=---------------
Sa □----Ag0 ___ _
Pf'b -Pf'b -1 · Lalx>ratory o irector:
TlO ___ _
\~~~ a __
fl'I> ppa
ppb -
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION ENVIRONMENTAL LABORATORY
Project:
Site Sampled:
Field I.D.#:
Lab I.D.#:
Date Sampled: L9tJ'
Sample Matrix: Water
Volatile Organics
Sample Detection
Organics-Volatiles Results Limits Method Parameter (ug/1) (ug/1)
Acetone < 100 100 8240B ( f) , 524.1 ( i) ,
Acrolein < 100 100 8240B ( f) ' 524. 1 ( i \ '
Acrylonitrile < 100 100 8240B ( f \ ' 524.1 ( i) '
Benzene < 5 5 8240B ( f) , 524.1 (i),
Bromodichloromethane < 5 5 8240B ( f) ' 524.l ( i) '
Bromoform < 5 5 8240B ( f) ' 524.1 ( i) ,
2-Butanone < 100 100 8240B ( f) , 524.1 ( i),
Carbon Disulfide < 5 5 8240B ( f) , 524.1 ( i) ,
Carbon Tetrachloride < 5 5 8240B ( f) ' 524.1 ( i) '
Chlorobenzene < 5 5 8240B ( f) , 524.l ( i \ ,
Chloroform < 5 5 8240B ( f) ' 524.1 ( i) '
Chlorodibromomethane < 5 5 8240B ( f) , 524.1 ( i) ,
Chloroethane < 10 10 8240B ( f) ' 524.1 ( i) ,
2-Chloroethyl Vinyl Ether < 10 10 8240B ( f) ' 524.1 ( i) '
1,2-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) '
1,3-Dichlorobenzene < 5 5 8240B ( f) ' 524.1 ( i),
1,4-Dichlorobenzene < 5 5 8240B ( f) ' 524.l ( i) ,
l,l-Dichloroethane < 5 5 8240B ( f) ' 524.l ( i \ '
1,2-Dichloroethane < 5 5 8240B ( f)' 524.1 (i),
1,1-Dichloroethylene < 5 5 8240B ( f) ' 524.1 (i)' . cis-1,2-Dichlorethene < 5 5 8240B ( f)' 524.l ( i) ,
trans-1,2-Dichloroethene < 5 5 8240B ( f) ' 524.1 ( i) '
1,2-Dichloropropane < 5 5 8240B ( f) ' 524.1 (i),
cis-1,3-Dichloropropene < 5 5 8240B ( f) ' 524.l ( i) '
trans-1,3-Dichloropropene < 5 5 8240B ( f) ' 524.l ( i) '
Ethvlbenzene < 5 5 8240B ( f) ' 524.l ( i) '
2-Hexanone < 50 50 8240B ( f)' 524.l ( i) '
4-Methyl-2-Pentanone < 50 50 8240B ( f) ' 524.1 ( i) '
Methyl Bromide < 10 10 8240B ( f)' 524.l ( i) '
Methyl Chloride < 10 10 8240B ( f) ' 524.1 ( i) ,
624 (g)
624 (er)
624 (q\
624 (g)
624 (g)
624 ( g)
624 (g)
624 ( g)
624 (g)
624 I al
624 101
624 (q)
624 ( g)
624 (g)
624 ( g)
624 ( g)
624 ( g)
624 ( g)
624 lo\
624 ( g)
624 (g)
624 (g)
624 (g)
624 ( g)
624 (g)
624 (q)
624 (q\
624 (g)
624 (g)
624 (g)
(f) Test Methods for Evaluating Solid waste, Physical/Chemical Methods, SW 846 (g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project: Field I.D.#:
Lab I. D. #:
Site Sampled: Date Sampled:
Sample Matrix: ~
Volatile OrganicSt=n<I
Sample Detection
Organics-Volatiles Results Limits Method
Parameter (uo/1) ( ua /1)
Methylene Chloride < 5 5 8240B ( f) ' 524.1 ( i) '
MTBE < 5 5 8240B ( f) ' 524.1 ( i)'
Styrene < 5 5 8240B ( f) ' 524.1 ( i)'
1,1,2,2 Tetrachloroethane < 5 5 8240B ( f) ' 524.1 ( i) '
Tetrachloroethylene < 5 5 8240B (fl , 524.1 ( i) '
Toluene < 5 ·s 8240B ( f)' 524.1 ( i) ,
1,1,1-Trichloroethane < 5 5 8240B (fl , 524.1 · ( i l ,
1,1,2-Trichloroethane < 5 5 8240B ( f)' 524.1 ( i) ,
Trichloroethvlene < 5 5 8240B ( f) , 524.1 ( i) ~
Trichlorofluoromethane < 10 10 8240B ( f) , 524.1 ( i) '
Vinyl Acetate < so so 8240B ( f) , 524. 1 ( i) ,
Vinyl Chloride < 10 10 8240B ( f) , 524.1 ; i) ,
Xylenes (total) < 5 5 8240B ( f) , 524.l ( i) ,
624 (g)
624 (g)
624 (g)
624 (g)
624 ( g)
624 ( g)
624 lo)
624 ( q)
624 ( g)
624 (g)
624 (g)
624 ( g)
624 (g)
( f) Test Methods for Evaluat_ing Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic compounds (EPA.1988)
..
/3''l-/.3d-C'/ I . / MECKLENBURG COUNTY ENVIRONMENTAL PROTECTION LABORATORY
Field 1.0,#: Lab 1.0. f: fr(O
Project: A.ec'd By: ()N _;_::e I,. sanoted: /'}, Ive --
''"'ress: /5/55 IJ/)tHJ(tr/e,, f?,£ Date Rec'd: JUN 1 1995
t ree s.,..,led: -fatµ'..,_.ef""'-------
.,..,,ed By: I{ S&i-1?.M.J
Delivered to lab On:
Dau: .¢/1! 11,., //,-:7<' ~ Ire s....,led: 6/{( 1/5 ri-= 1::§L ~ Del lvered By: ![ @f/ftD · , .
0,'9ical cs-n-ition 1no,.,.,ic Mon Net■ts A99cn,te Or;:pnjq
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Inorganic □ __________ %. Acidity O -----------·--BCCI, □. __________ -
Organic 0 __________ %.
_________ %. Moii,ture 0
Radioactivin'.
Air
Grose' Al P"I• □
Gros■ Bet■ □
'I.later
Groaa Alr;:i,■ 0
Gross Bet ■ □
N f see l l m"ll!OUII
Asbestos □
_____ pCltri'
-------pCl/ri'
______ pCI/L
______ pCI/L
Chlorop,yl l • □
________ %.
______ F¢
_______ SI Corro• i vi ty □
Di ■aolved Oxygen 0 ------Fonnaldehydt □ -------□ --------□ --------□ --------□ --------
Alkalinity □ ________ -CCCI □ -
Blcarl>onat• C ----------Oil and Graue □ -ca.-,,uc □ __________ -Phanol □. ________ -
C,lorlde □ -Surfactant □ -
Chlodne, Resh:iual O ______ -Orp,jq
Color O i.rii ti Acid Heo-blclde □ R-t attachc
Cyanide, Tot■l □ ______ _ Organic Acid O _______ -
Fluoride □ ________ _ PCB O Report attlldlad
Hara>eH □----------Pesticide O Repor1: lttachod
Nitrogen, AmtDnia □. ______ _ . S•ivol1ti le O Repw1: attached
Nitrogen, Nitrate+ Nitrite O ______ _
Nhro9en, Nitrate □, ______ _
Nitrogen, Nitrite a. _____ _
Nitrogen, To0ul Kjeldahl , ________ _ -
TPH □ ,-----------voe u('a-rt attadled
Nfnenl !!!Sile
Al 0 ___ _ caa ___ _ -F¢ --pit □---------..,ha Co 0 ------Phoap'lon,s, Ortho 0 ______ _ cua ___ _ --Phoap"lon.a, Total 0 ______ _ ,.c ___ _ --Phosphorus, Total Di ■aolv.d O A8
RniciJe, Filterable a. ______ -
Rnlca,e, s...._-□. ______ -
: Residue, Total O _______ -
Specific O ________ ll!ilO/CII
Ccnduc:iance
M;O ___ _
MnO ___ _
K □----SI 0 ___ _
Na □ ___ _
Sn □ ___ _
---F¢ -F¢ -F¢ -F¢ -F¢
Sul fate O _________ _ -Zn □ ___ _ --Sulfide □-----------□-----F¢
Turilldlty □ ________ _ NTU TOJ[jC lllet!l•
TCLP Metal• □
Sb □ ___ _ F¢ -IIOTE: ALL FIELD DATA 9IJST BE REaJtDm rO NAIITAllf CHAIM OF CUSTmT A•□----F¢ -
11 liemark.s: ------------~-------------
Ba □ ___ _
"Be □----
Cd □ ___ _
F¢ -F¢ -F¢ -D Cr □----PbO ___ _
H;□ ___ _
F¢ -pp, -F¢ -JUN 2 7 1995 NI □----
Se □ ___ _ F¢ -F¢ -A;□ ___ _ F¢ -1 · Laboratory Di rector:
Tl □----
□----
~ Pl-
F¢ -
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION ENVIRONMENTAL LABORATORY
Project: Field I.D.;!:
Lab I.D. #: /C(V Site Sampled: Date Sampled:
Sample Matrix: ~
Volatile Organics
Sample Detection Organics-Volatiles Results Limits Method Parameter (ug/1) (ug/1)
Acetone < 100 100 8240B •(f), 524.1 ( i) ' Acrolein < 100 100 8240B (fl, 524.1 ( i l ,
Acrvlonitrile < 100 100 8240B ( f), 524.1 ( i) ' Benzene < 5 5 8240B ( f) , 524.1 ( i) ,
Bromodichloromethane < 5 5 8240B ( f) , 524.1 ( i) ,
Bromoform < 5 5 8240B ( f) , 524.1 ( i) ' 2-Butanone < 100 100 8240B ( f) , 524.1 ( i) ,
Carbon Disulfide < 5 5 8240B ( f), 524.1 ( i) ,
Carbon Tetrachloride < 5 5 8240B ( f) , 524.1 ( i),
Chlorobenzene < 5 5 8240B < fl , 524.1 Ii l,
Chloroform < 5 5 8240B I f) , 524.1 < i l ,
Chlorodibromomethane < 5 5 8240B ( f) , 524.1 { i) ,
Chloroethane < 10 10 8240B ( f) , 524.1 ( i) ,
2-Chloroethyl Vinyl Ether < 10 10 8240B ( f) ' 524.1 ( i) ,
1,2-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,3-Dichlcirobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,4-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,1-Dichloroethane < 5 5 8240B ( f) , 524.1 ( i l,
1,2-Dichloroethane < 5 5 8240B ( f) ' 524.1 I i) ,
1,1-Dichloraethylene < 5 5 8240B ( f) , 524.1 ( i) ' cis-1,2-Dichlorethene < 5 5 8240B ( f) ' 524.1 ( i) ,
trans-1,2-Dichlorcethene < 5 5 8240B ( f) , 524.1 ( i) ' 1,2-Dichloropropane < 5 5 8240B ( f) ' 524.1 ( i) ,
cie-1,3-Dichloropropene < 5 5 8240B ( f) , 524.1 ( i) ,
trans-1,3-Dichloropropene < 5 5 8240B ( f) , 524.1 ( i) ' Ethvlbenzene < 5 5 8240B ( f) , 524.1 ( i l ,
2-Hexanone < so 50 8240B ( f) ' 524.1 Ii l,
4-Methyl-2-Pentanone < so 50 8240B ( f) ' 524.1 ( i),
Methyl Bromide < 10 10 8240B ( f) ' 524.1 ( i) ' Methyl Chloride < 10 10 8240B ( f) ' 524.1 ( i)'
.
624 ( g)
624 (al
624 (q)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (al
624 (al
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 ( g)
624 (al
624 (al
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 ( g)
624 (g)
624 (al
624 (g)
624 (g)
624 (g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846 (g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project: Field I.D.#:
Lab I.D.#:
Site Sampled: Date Sampled:
Sample Matrix: Water
Volatile OrganicS,=nU
Sample Detection
Organics-Volatiles Results Limits Method
Parameter tuo/1) (unil)
Methylene Chloride < 5 5 8240B ( f) , 524.1 ( i) ,
MTBE < 5 5 8240B ( f), 524.1 ( i) '
Styrene < 5 5 8240B ( f) ' 524.1 ( i) '
1,1,2,2 Tetrachloroethane < 5 5 8240B ( f) ' 524.1 ( i) '
Tetrachloroethylene < 5 5 8240B ( f), 524.1 ( i) '
Toluene < 5 5 8240B ( f) , 524.1 ( i) '
1,1,1-Trichloroethane < 5 5 8240B ( f) ' 524.1 ( i l ,
1,1,2-Trichloroethane < 5 5 8240B ( f) ' 524.1 ( i) '
Trichloroethvlene < 5 5 8240B ( f) ' 524.1 Ii l ,
Trichlorofluoromethane < 10 10 8240B ( f) ' 524.1 ( i) '
Vinyl Acetate < so 50 8240B ( f) , 524.1 ( i) '
Vinyl Chloride < 10 10 8240B ( f) ' 524.1 ( i) '
Xylenes (total) < 5 5 8240B ' ( f) , 524.1 ( i) '
624 (g)
624 (g)
624 (g)
624 (q)
624 (g)
624 (g)
624 (q)
624 (al
624 IOI
624 (g)
624 (g)
624 (g)
624 ( g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
MECKLENBURG COUNTY ENVIRONMENTAL PROTECTION LABORATORY . .._ .. , .....
.::.....~.:. ..._., _.i._L:. :• Oept.: _ _./.eaLa:.)Q_;a·=''--· -------
I;,. •-led: Dq-1e llJJ\01.r
odru,, l'S?DI {A) A:ltxrK-/H?lf.
Project:
t<d.
IO<Jree •-led: '-~4J!sl.!.lt!.!Cwf _______ _
-led By: -I<· 5ft:Ufro<A
Delivered to Lab On:
Dato: 6/ / /C}<; Tl .. : ///Jp
t< C'S tJJ,Li WA, J -•u S_,led: 6/ f / 9 ~ QI')/ ~ Ti•: ~ CFN
{ I
0el fvered By:
lnonpnic Mm Net■b
Inor;anic □ __________ %
Acidity O ·-----•------I Organic □ X
Moi■ture □ X -Blearbonau C _________ -
Altai intty O _____ _
Radioaetivhy
I Afr
Gros&' Alpha O ______ pCl/a'
Gron Bou O ______ pCt/a'
I Water
Carbonate a PPII
Chloride O -
Chlodne, Rnidual □ PP11
Color □ lllita
Cyanide, Total O ______ _
Fluoride □ ________ _
Groaa Alpha □ ______ pCI/L ••-• a _________ _
Lab I .D. I: I f\/Z-
Rec'd By:
Date Rec'd: JUN J 1995
Tl•:
Agga,ase 0CP'tiFI
BaJ1 □, __________ -
cai a -
0 II and Groue O -
PhfflOl O -
surfactant a ppa
Or:,pnjg
Acid Heri>lclde O Report attached
Org.,ic Acid O _______ -
PCB O R-rt attached
I Crosa Bet■ a ______ pCI/L Nttr01en, Mm:lnil 0, ______ _ · Seaivolatfle O lepx-t attadled
m
JIii I see l l .-.e01.a
Asbestos a ________ x
Chlorophyll • 0 , ______ f'Pb
______ SI Corroaivi ty a
Di ■aolved Oxygen O
Nitrogen, Nitrate+ Nitrite O ______ _
Nitrog:en, Nftr■te □, ______ _
Nitrogen, Nitrite □, _____ _
'Nitrogen, To
0
tal ljoldahl , ________ _
TPM O .-----------voe Ir' a_,., oetacnea
Nfnenpl Metal!
Al □----
Co □ ___ _ -ppb -f'Pb n Fol"llllldehydo a --------------pit O __________ ..-.tta Co O ___ _ -ppb
a --------Phosphorus, Ortho □,_______ -Cu O ___ _ -a
D a
a
-----------------------
Phosp'lorua, Tot:■l □, ______ _
Phosphorus, Total
Dlsaolved C -
RnlciJe, FIiterable □. ______ -
Rnidue, ~•rsr M:ied □.______ PP"
Residue, Taul O _______ -
Specific □ ________ Ulilo/aa
Conductance
Sul fate O _________ _ -Sulfide □-----------Turbidity O ________ _ NTU
ALL FIELD DATA lllJST BE RECXJmED TO KAJlfTAJN CHAii OF OJSTCl)T I A.emeries: _________________________ _
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Fe □ ___ _ -Mva ___ _ -11na ___ _ -l □-----St □-----NaO ___ _ -Sn □ ___ _ -Zn □ ___ _ -a ___ _ -Toxic Net!ll
TCLP Metal■ 0
Sb □ ___ _
A•□----
Ba □ ___ _
Boa ___ _
Cd □ ___ _
Cr □----PbO ___ _
••□---­
Ni □----SeC ___ _
Ag □ ___ _
Tl □---­
□----
f'Pb
f'Pb
f'Pb
f'Pb
f'Pb
f'Pb
f'Pb
f'Pb
f'Pb
f'Pb
f'Pb
Pl"'
f'Pb
ppb
ppb
f'Pb
f'Pb
ppb
f'Pb
ppb
ppb
ppb
ppb
-----------l'P' -
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project: Field I.D.#:
Lab I.D.#: , CCZ--
Site Sampled: Date Sampled:
Sample Matrix: Water
Volatile Organics
Sample Detection
Organics-Volatiles Results Limits Method
Parameter (ug/1) (ug/1)
Acetone < 100 100 8240B ( f) , 524.1 ( i) ,
Acrolein < 100 100 8240B (fl, 524.1 ( i \ ,
Acrvlonitrile < 100 100 8240B ( f) , 524.1 ( i l,
Benzene < 5 5 8240B ( f) , 524.1 ( i) '
Bromodichloromethane < 5 5 8240B ( f) , 524.1 ( i) ,
Bromoform < 5 5 8240B ( f) , 524.1 ( i) ,
2-Butanone < 100 100 8240B ( f) , 524.1 ( i) ,
Carbon Disulfide < 5 5 8240B ( f) , 524.l ( i) ,
Carbon Tetrachloride < 5 5 8240B ( f) , 524.1 ( i) '
Chlorobenzene < 5 5 8240B (fl, 524.l <il,
Chloroform < 5 5 8240B ( f) , 524 .1 < i l ,
Chlorodibromomethane < 5 5 8240B ( f) , 524.l ( i) ,
Chloroethane < 10 10 8240B ( f) , 524.1 ( i) '
2-Chloroethyl Vinyl Ether < 10 10 8240B ( f) , 524.1 ( i) ,
1,2-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,3-0ichlorobenzen'e < 5 5 8240B ( f) , 524.1 ( i) ,
1,4-Dichlorobenzene < 5 5 8240B ( f) , 524.1 ( i) ,
1,1-Dichloroethane < 5 5 8240B ( f) , 524.1 ( i \ ,
1,2-Dichloroethane. < 5 5 8240B ( f) , 524.1 Ii),
1,1-Dichloroethylene < 5 5 8240B ( f) , 524.1 ( i) ,
cis-1,2-Dichlorethene < 5 5 8240B ( f) , 524.1 ( i) ,
trans-1,2-Dichloroethene < 5 5 8240B ( f) , 524.1 ( i) ,
1,2-Dichloropropane < 5 5 8240B ( f) , 524.1 ( i) ,
cis-1,3-Dichloropropene < 5 5 8240B ( f), 524.1 ( i) ,
trans-1,3-Dichloropropene < 5 5 8240B ( f) , 524.1 ( i) '
Ethvlbenzene < 5 5 8240B ( f) , 524 .1 ( i) ,
2-Hexanone < 50 50 8240B ( fl , 524.1 Iii,
4-Methyl-2-Pentanone < 50 50 8240B ( f) , 524.1 ( i) ,
Methyl Bromide < 10 10 8240B ( f) , 524.1 ( i) ,
Methyl Chloride < 10 10 8240B ( f) , 524.1 ( i) ,
624 (g)
624 (q)
624 /al
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (ql
624 /al
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 ( g)
624 ( al
624 (q)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (g)
624 (al
624 (al
624 (g)
624 (g)
624 (g)
(f) Teat Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of organic Compounds (EPA 1988)
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MECKLENBURG COUNTY DEPARTMENT OF ENVIRONMENTAL PROTECTION
ENVIRONMENTAL LABORATORY
Project: Field I.D.#:
Lab I.D.#:
Site Sampled: Date Sampled:
Sample Matrix: ~
Volatile OrganicS,oon<I
Sample Detection
Organics-Volatiles Results Limits Method
Parameter (uq/ll lua/1)
Methylene Chloride < 5 5 8240B ( f) ' 524.1 ( i) '
MTBE < 5 5 8240B ( f) ' 524.1 ( i) '
Styrene < 5 5 8240B ( f) ' 524.1 ( i) '
1,1,2,2 Tetrachloroethane < 5 5 8240B ( f) ' 524.1 ( i),
Tetrachloroethylene < 5 5 8240B ( f) , 524.1 ( i) ,
Toluene < 5 5 8240B ( f) ' 524.1 ( i) ,
1,1,l-Trichloroethane < 5 5 8240B If l , 524.1 ·Ii l ,
1,1,2-Trichloroethane < 5 5 8240B ( f) , 524.1 ( i l ,
Trichloroethylene < 5 5 8240B ( fl , 524.l Ii),
Trichlorofluoromethane < 10 10 8240B ( f) , 524.1 ( i),
Vinyl Acetate < so so 8240B ( f) , 524.1 ( i) ,
Vinyl Chloride < 10 10 B240B ( f) ' 524.1 ( i) ,
Xylenes (total) < 5 5 8240B ( f) , 524.1 ( i) ,
624 (g)
624 (gl
624 (g)
624 (,.,)
624 (g)
624 (g)
624 la\
624 la\
624 I al
624 (g)
S24 (g)
624 (a)
624 (g)
(f) Test Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136 ,
(i) Methods for the Determination of Organic Compounds (EPA 1988)
~.~,cneNsURG C0UN,V eMR0NM""~er:'CTI0N CAS0RAT00,
field l.0.#: 1 0()'1r::_8 Oept.: ___________ Lab 1.0. f:
,I Sa/!Oled: ms. ta:ne i I (futh Project:---------llec'd By:
•ddress: //f'//S f}lbe1'1'7dr/e, f?d
sic• s...,led: WE:c c.. l!-1:=11i) ' Delivered to Lab On:
Date Rec'd:
Tim:
Sa/!Oled By: {. G,b,tt: ol Samled: /0 /Jv/9 5 r1 .. , LdQ.. ~
Cato: /oltt(:ir Ti•: flP ~ r 9
Oel ivered By: .,!. {hcl.:, 1tl
O,eaical rs-?'9:!ition lnaC9!!!jC Men tlet■\1 Aoacnate Or:,p,icl
1:~::i~ Q ----------:• ::::::l~y-□-:::::_-_•-----=~---~ :. :~• ~1 ir ·.·~--·~~w--~----=
Jlloiilture □ X Blcarb:nat• C ________ ,_ ppr. ~ll ~ f.:·:\;r..~:.. ::I ~
I Carbonate O __________ ppo Ph.-..1 □. ________ ppo
Radioactivity
-
Clllorlde C ppo Surfactant □. ________ ppo
Air
-
. Ctllodne, Rnic::lual O ------~ Orpnjq
Grosa' Alpha O ______ pCi/ ..
I Color C ..,;ti Acid Hert>icide C R-t att-
Grosa Bet■ □ pCt/lr Cyanide, Total C ppo or-vanic Acid D _______ ppo
Water Fluoride O ppa PCB O Repx-t attached
I Groaa Alpha O pCi/L Ha..-U C ppo Pesticide O Re~n Ht-
Groaa Bet■ 0 ______ pCI/L Nhroten, Amaani ■ a ppo · Seaivolat t le D Report atuehed
•
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JIii i scell aneaus
Asbestos □
Clllorop,yll • D ----"
'-------PP' _______ s1
Carros iv; ty a
0 i aaol ved oxvven U ------______ ppo Fonaaldeh.,ce □
a
□
a
a
______ ppo
_______ ppo
--------_______ ppo
Nitrogen, Ntirat• + Nitrt te
~hr09en, Nttr■t■ 0
Nitrogen, Wlti"ite a
Nitrogen, To~al Kjeldohl
TPH C
ppo / voe J>:'lt-t attached -!!hw.1 &i Net■il ppo Al C ppo
ppo ; ca;( 31,S -pll □---------'61it• co D -Phosp'lorus, ortho o ______ _
Pholpl,orus, Total D _______ _
PhosP,orus, Total Diuolved O ______ _
A:esidl.m, Fflterabl1 a. _____ _
·11esi-, S1mf .ded □. _____ _
Residue, Total O ______ _
Specif;c □ _______ _
Conductance
ppo , cu i{ '!{,J;J, -os ppo
ppo, '·1 fo,ic ppo
Mg !.:., "2..'.;j -ppo i Mn {/l. '1 . /JJS ppo
ppo
ppo K_O ppo
SIC ppo ppo
W•~ ff, B)
l.lli\o/cm ' ppo
Sn a ppo
Sulfate O _________ _ ppo Zn a ppo
Sulfide □. _________ _ ppo a ppo
Turi>idity O ________ _ WTU Tefc Met■&I
TCI.P Metal ■ C
Sb C pp,
NOTE: ALL FJELD DATA ~-y BE IECCRDED TO U.IlfTAllf CHAii OF a.rsTa>T 1-■,f( L_/Q pp,
t Be.l(' pp,
Remarks:
/a•~ -e,~ / Cd~ £--Z... pp,
l Cr _)I.. .(:::j pp,
'?.. /Pb~ .:.s pp, / "'f < 0,...,
pp,
, WI ..(/ Q pp,
/Se, <;i pp,
pp,
Date Coaole~ed: --------,-.;._c.....------------1 · (,
i Ag_)(, L.. '>
Tl C Pl"'
□ pp,
Laboratory Director:
I
<D.10
<'.0,025:
ppl
------pp,
pp,
pp,
pp,
pp,
pp,
pp,
ppl
ppo
ppl
ppl
ppo
ppo
ppl
ppo
ppl
ppl
ppo
PP'
ppo
I /
/
/
,
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NBCXLENBURG COUJITY DBPAR!rXBHT OP' EHVIROJDIEN'rAL PROTECTION
EHVIROIOIE!nAL LABORM:ORY
Project: Field I.D.#:
Lab I.D. #:
Site Sampled: ------------Date Sampled:
Sample Matrix: Water
Volatile Organics
Sample Detection
Organics-Volatiles Results Limits Method
Parameter (ug/l) (ug/l)
Acetone < 100 100 82408 ( f) , 524.1 ( i) '
Acrolein < 100 100 82408 If), 524.1 Ii>,
Acrvlonitrile < 100 100 82408 ( f), 524.1 ( i) '
Benzene < 5 5 82408 ( f) ' 524.1 ( i) '
8romodichloromethane < 5 5 82408 ( f) ' 524.1 ( i) '
..
Bromoform < 5 5 82408 ( f) ' 524.1 ( i) '
2-Butanone < 100 100 82408 ( f) ' 524.1 ( i) '
Carbon Disulfide < 5 5 82408 ( f) ' 524.1 ( i) '
Carbon Tetrachloride < 5 5 82408 ( f) ' 524.1 ( i) '
Chlorobenzene < 5 5 82408 ( f) ' 524.1 (i),
Chloroform < 5 5 82408 If), 524.l Ii),
Chlorodibromomethane < 5 5 82408 ( f) , 524.1 ( i) ,
Chloroethane < 10 10 82408 (f), 524.1 ( i),
2-Chloroethyl Vinyl Ether < 10 10 82408 ( f) , 524.1 ( i) ,
1,2 Dibromethane < 5 5 82408 ( fl , 524.1 ( i) ,
1,2-Dichlorobenzene < 5 5 82408 ( f) , 524.1 ( i) ,
1,3-Dichlorobenzene < 5 5 82408 ( f) , 524.1 ( i) ,
1,4-Dichlorobenzene < 5 5 82408 If l , 524.1 ( i l ,
1,1-Dichloroethane < 5 5 82408 ( f) , 524.1 ( i l ,
1,2-Dichloroethane < 5 5 82408 (fl , 524.1 Ii) ,
1,1-Dichloroethvlene < 5 5 82408 ( fl , 524.1 ( i) ,
cis-1,2-Dichlorethene < 5 5 82408 ( f) , 524.1 ( i) '
trana-1,2-Dichloroethene < 5 5 82408 ( f) ' 524.1 ( i) ,
1,2-Dichloropropane < 5 5 82408 ( f) , 524.1 ( i),
cia-1,3-Dichloropropene < 5 5 82408 ( f) , 524.1 ( i) ,
trans-1,3-Dichloropron,::,ine < 5 5 82408 If l , 524.1 Cil,
Ethvlbenzene < 5 .5 82408 If l , 524.1 /il,
2-Hexanone < so 50 82408 ( f) , 524.l ( i) ,
4-Methyl-2-Pentanone < so 50 82408 ( f) , 524.l ( i) ,
Methyl Bromide < 10 10 82408 ( f) , 524.l ( i) '
Methyl Chloride < 10 10 82408 ( f) , 524.l ( i) ,
624 (g)
624 /al
624 ( q)
624 (a)
624 (q)
624 (a)
624 (g)
624 (g)
624 ( g)
624 (q)
624 /al
624 (q)
624 (g)
624 (al
624 ( q)
624 ( g)
624 (g)
.624 (q)
624 la)
624 (a)
624 ( q l
624 (g)
624 ( g l
624 (g)
624 ( g)
624 Cal
624 /q)
624 (g)
624 (al
624 ( q l
624 ( g)
(f) Teat Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
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lfRCTI ll'l!l\'IJJlG COUHTY DBPlUCDIBIIT OP' BHVIROHKIDl'XAL PROTl!CTIOH
BHVIROllJCBMTAL LABoRAroRY
Project:
Field I.D.#:
Lab I.D.#:
Site Sampled: Date Sampled:
Sample Matrix: Water
Volatile OrganiCStoonU
Sample Detection
Organice-Volatilee Results Limits Method
Parameter (ua/1) (ua/l)
Methylene Chloride < 5 5 82408 lfl, 524.l (i),
MTBE < 5 5 82408 ( f) • 524.l (i),
Styrene < 5 5 8240B ( f) , 524.l (i),
1,1,2,2 Tetrachloroethane < 5 5 8240B ( f) • 524.1 ( i) •
Tetrachloroethvlene 61-<a 5 8240B (f), 524.1 ( i) •
Toluene < 5 5 82408 ( f) • 524.1 ( i) •
1,1,1-Trichloroethane < 5 5 8240B ( f) • 524.1 ( i) ,
1,1,2-Trichloroethane < 5 5 82408 ( f) I 524.1 ( i) ,
Trichloroethvlene .c;--5 82408 <fl , 524.1 ( i) •
Trichlorofluoromethane < 10 10 8240B ( f) , 524.l ( i l ,
Vinvl Acetate < 5 5 82408 ( fl , 524.l ( i) •
Vinyl Chloride < 10 10 8240B ( f) • 524.1 ( i) ,
Xylenee (total) < 5 5 82408 ( fl , 524.1 ( i) •
624 (q)
624 (q)
624 (al
624 (q)
624 (q) .
624 (g)
624 (g)
624 (g)
624 IOI
624 (g)
624 (0)
624 (q)
624 (g)
(f) Teet Methods for Evaluating Solid Waste, Physical/Chemical Methods, SW 846
(g) 40 CFR, part 136
(i) Methods for the Determination of Organic Compounds (EPA 1988)
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MEl\'10
TO: File
FROM: Jeanette Stanley
Environmental Chemist
NC Superfund Section
DATE: July 24, 1995
SUBJECT: Ram Leather
NCO 982 096 653
Charlotte, Mecklenburg County, NC
Ref 18
I traced the surface water pathways from the Ram Leather site. There are two surface
water pathways leading from the site. The northern surface water pathway flows overland and
crosses under 24/27 in a culvert into ditch. Overland flow continues for about 2000 feet as an
intermittent stream until the intermittent stream joins another stream. This stream continues for
1000 feet and enters a pond that is 800 feet long. The outfall from the pond is a perennial stream,
an unnamed tributary to Caldwell Creek. In 1200' the UT to Caldwell Creek flows into Caldwell
Creek. This stream segment flows through a 65-acre wetland. The total wetland frontage from
the pond outfall to 2 miles downstream along Caldwell Creek is 4 miles. Caldwell Creek then
becomes a linear wetland for 1.2 miles and flows past two small wetlands along this route (one
5-acre and one 7-acre wetland). Caldwell Creek exits the linear wetland and flows for another
5 miles and passes a total wetland frontage of about 1500'. At 8.9 miles below the probable point
of entry (PPE), Caldwell Creek flows in the Rocky River. This 15-miles surface water pathway
ends on the Rocky River about one mile downstream of Route 601. There are no additional
wetlands along the Rocky River portion of the surface water pathway.
The southeastern surface water pathway flows overland for 1000' to a pond that is 200'
long. The outflow from this pond is an intermittent stream which enters another pond in 1200'.
In 2.2 miles, Wiley Branch flows into Clear Creek. At 7.3 miles below the PPE, Clear Creek
flows into the Rocky River. This 15-miles surface water pathway ends on the Rocky River one
mile upstream of Rt. 200.
The first wetland along the southeastern surface water pathway is at 1000' below the PPE
in Wiley Branch. This is a linear wetland which continues for 1000'. The stream then flows for
1200' along a 7-acre wetland (total frontage 1200'). Wiley Branch then flows another 600' along
a linear wetland and flows for ;1800' past an 8-acre wetland (total frontage 1800'). Wiley Branch
again becomes a linear wetlahd until it enters Clear Creek. Clear Creek has a total wetland
frontage of 1.2 miles. There are no wetlands along the Rocky River portion of this 15-miles
surface water pathway.
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MEMO
TO: File
FROM: Jeanette Stanley
Environmental Chemist
NC Superfund Section
DATE: August 25, 1995
SUBJECT: Ram Leather
NCD 982 096 653
Charlotte, Mecklenburg County, NC
Ref. 19
I made copies of the Wetland Inventory maps Harrisburg, N. C., Concord, N. C., Mint
Hill, N. C. and Midland, N. C. I drew distance circles around the site and used·a highlighter to
show HRS-qualified wetlands. I then used a planimeter and measured the acreage of each wetland
area. This map is attached. The HRS-wetland areas within the Target Distance Limits of the site
are as follows:
0 -1/4 mile 0 acres
> 1/4 -1/2 mile 0 acres
> 1/2 -

1

m
i
l
e

45 acres
> 1 -

2

miles 128 acres
>2 -

3

miles 258 acres
> 3 -

4

miles 203 acres
I visited the Natural Heritage Office of the North Carolina Department of Parks and
Recreation on the 7th floor of the Archdale Building in Raleigh, NC. I viewed the USGS
topographic maps and marked species of concern on the attached copy of the wetlands inventory
maps. For those sitings outside the four-mile air target distance limit but along the 15-mile
surface water pathway, I made a copy of the Natural Heritage Map and noted species and siting
number. I then determined the status of each species. There are no endangered species withir.
the target distance limits of the site. The following species, their distance from the site and thei!
status is shown on the following page.
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Surface Water Pathway Air Pathway
Species Status Distance from PPE Distance from site
Lotus helleri (#4)
(Carolina Birdfoot)
NC -Candidate 1.2 miles(Caldwell Creek) > 1 -

2

miles
US -Candidate (low priority)
Rare or uncommon in NC,
Globally rare and local throughout range
Silphium NC -Candidate 1.4 miles(Caldwell Creek) > 1 -

2

miles
terebinthinaceum (#3)US -None
(Prairie Dock) Imperilled in NC but Globally Secure
Lotus helleri (#2)
Lotus helleri (#2)
see above
see above
Anemone berlandieri NC -Candidate
(Southern Anemone) US -None
Imperilled in NC
Air Pathway only
6.5 miles (Clear Creek)
13 .8 miles (Clear Creek)
Globally rare and local throughout range
Arabis missouriensis NC -Candidate 14.0 miles (Clear Creek)
(Missouri Rockcress)US -None
NC -Critically imperilled
Globally Secure
< 1 -

2

miles
Amorpha schwerinii
(Piedmont Indigo Bush)
NC -

S
i
g
n
i
f
i
c
a
n
t
l
y

Rare
US -None
14.6 miles (Clear Creek
NC -Rare or uncommon
Globally rare and local through out range
At 14.7 miles from the PPE to the Clear Creek Surface water pathway lies the Rock River/
Morgan's Bluff, a Registered Natural Heritage Area. Several Natural areas of statewide
significance are 14 -15 miles downstream from the PPE to the Clear Creek surface water
pathway.
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.MEMO
TO:
FROM:
File
Jeanette Stanley
Environmental Chemist
NC Superfund Section
DATE: October 16, 1995
SUBJECT: Ram Leather
NCD 982 096 653
Charlotte, Mecklenburg County, NC
Ref. 20
I calculated the stream flow for numerous points along both surface water pathways and
reviewed the stream flow data in order to determine the dilution weights for these streams.
For the northern surface water pathway, Caldwell Creek flow rate is less than 10 cfs until
it is within 0.6 mile of the Rocky River, so the first 8.3 miles of the surface water pathway is a
minimal stream. The next 0.6 mile of the surface water pathway has a flow rate slightly greater
than 10 cfs, making it a small to moderate stream. The Rocky River, or the remainder of the
surface water pathway is a moderate to large stream, having a flow in the range of 300 -400 cfs.
For the southeastern surface water pathway, Wiley Branch has a flow rate of 4.6 cfs just
above the point where it enters Clear Creek 2.4 miles below the probable point of entry (PPE),
making Wiley Branch a minimal stream. Clear Creek has a flow rate of 10.8 cfs above the point
where Wiley Branch enters and a flow of 30.8 cfs near the point where it flows into the Rocky
River 7.3 miles below the PPE, making the Clear Creek segment of the surface water pathway
a small to moderate stream. The Rocky River has a flow rate of 786 ~fs below the entrance of
Clear Creek. The flow rate of the Rocky River at a point below the end of the surface water
pathway is 945 cfs, so the last 7. 7 miles of the surface water pathway is the Rocky River which
is classified as a moderate to large stream under the Hazard Ranking System.
. . . . . . . . . . . . ::,···:::::: . . ' . . . . . .. , .... . .. . .... . .. . .... . .. . .... . .. . .... . .. .. ... . ... ······· ............ ············ ;:::::::::·:
111111 . . . . . . . . . . ' . :::::::::::: ,,1 .... ,,,,,, .. . .... . .. .. ... . --···-·· .. . .... . .. . ... .. .. , ... .. .. . .... . .. . .... . ............ ············ ............ ............ . . . . . . . . . . . . ············ ......... .. ······ .. ······ .. . .... . .. . .... . .. . .... . .. . .... . .. ······ .. . .....
............
IIii ............ ............ ······--···· ............ . . . . . . . . . . . .
Ill ············ ············ ............ :::::::::::: Iii: ·-·········· :::::::::::: , .......... .
11 iii ...... , ..... ............ ············ ·•·········· . ' . . ' . . ' . . . . :I:::
. . . . . . . . . . . ' ............ . . . . . . . . ' . . . ............ ............ ···········• :u::: ............ ............ ............ ............ ............ o::
ii!!:: ............ . . . ' . . ' . . . . . ............ ............ !::::: ............ ··•··••····· . . . ' . . . . . . . . ············ ............ Ell:
' . . . . ' . . . . . . , .......... . ............ ............ 1111:!
·······--··· ............
::.::::,: .. .. .. .. .. . ... .. .. . .... . .. . .... . .. . .... . .. . ... .. .. . .... . ············ ............ ·•·········· , .......... . , .......... . . . . . . . . . . . . .
::,:::::: .. . .... . .. .. ... . .. .. ... . .. . .... . .. . .... .
':::: ;: : : :
D
.. , .... .. . . . .... . . . . .... . . ' ..... . : ... ::::::
U.S. GEOLOGICAL SURVEY
OPEN-FILE REPORT 83-211
· DRAINAGE AREAS OF
... ·· ·••••··•··SELECTED SITES ON STREAMS ·
. .... ).:1N NORTH CAROLINA
Prepared in cooperation with the
North Carolina Department of Natural
. Resources and Community Development
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NT PLEAs.<.NT r-'O..Nl" PLEASANT /'O..NT PLEASANT MQU'IT PLEASANT STAI--FlELO STANl"IE:l.t' M IDLAt-<O MIDLAl'-0 /11JNT HILL MIOLAt-0 MlDLAJ's() MlDLAUJ M!DLAM'.l MlOLAr-0 MIGLANO MINT HILL MINT Hll.L MINT f.l!LL 8A!<ERS BA!<ERS 81',1,(ERS Ml OLANO MIDLANO M!OLANJ M!C)L.>,N() Ml OLANO STN-FlELO STANFIE:'.LO MAT>HE"WS <!O JSCE-15 8037S4 /'IATTHEWS 20 350608 1303504 8A!<F.RS 20 350&32 803346 RAl<EPS 20 3S04l8 803853 MATTHEWS 20 3503\4 8037c!5 8Al<FRS 20 3S0352 cc 350451 CO 35CE2E 02 3507,,4 20 350817 20 350841 20 3509'•'.'l 20 350)55 20 35Ci~46 oc 350753 20 )S0-)4"3 Cc! 35 12SB c!C 3SLJ56 20 3S1214 20 351144 20 35103") 02 350'355 02 351 538 20 35135:l 20 351243 20 351357 c!O 3St302 20 351216 02 35:151 20 351047 20 350850 20 350958 20 3S1007 20 351003 20 351031 20 3,;11s2 20 351050 20 35105?. 20 351140 20 351130 02 351142 20 352821 11 3Sc!BO<! 02 352€-24 20 352437 20 352328 02 35.2251 20 35,2544 20 35a421 20 35a200 80361.J 803442 803256 803.:!14 803021 80281 7 802720 80?.711 802~,l 7 8D2f.34 SC'+:!450 ao2e,,-,. 80c!S18 B02558 802522 80,:!437 802351 80240,::, 802328 802307 SA~ERS BA!<EP!, RA!<ER3 MIDLAt-0 Ml Ol.ANfJ STANFIELD STANFIELD STANF"IELD '5TANF!~L0 STAl'F!ELD STANFIE:LO STANFIELD STANFIELD STMF"lELO STAl'-IF"IELO STANFIELD Sft;/',JFIELO r-o.__'-T Pt. EA SANT STANFlFLO STANFlELO 8Gc!l43 0AK80RC1 802233 STANFIELD 802255 SfAl'-FlELO 802228 DAl<BORO 802216 CW-:BDRO 80c!218 OAK8DPO 802140 C,A!<80RO 801:04 7 OA!<RORD 802044 OA!<BORO 801"31"3 OAl<BDPO B0!945 80 ! "3?."3 801830 801 735 801 70€, 801658 801 737 801727 801€-28 801532 801S03 801448 801223 801146 80115S OAKBORO OAASORO OA1<80RO OAl<SORO rJA!<SDRO OAKBORO MOUNT PI_EA._<;ANT MO.NT PLEASANT P10LJNT PLEASANT r-"O..fJT PLEASANT MOL.NT PLEASAtH ALBEMARLE A.L8EMI-RLE 1-,LBEMARLE ALBEMARLE c□u,1:"f COO<' 02~ 02S 025 025 025 oas 02S 025 02,;, 02S 025 02S oas 025 119 _J ;1')_;0,1> 1-1b,J✓t,, 6;(_ll la 025_7•lf"/ m ~3,.'., m-<A ,-{ !IS ~v· ""b I IS 113 l ;·~ 1 T"' I 7'3 1 7') 17'3 1n 1 73 l 7) '" ,ti, t7·)-1 """OU 179 l7) l 7') 17") 17") 17""3 l 7'3 173 17') 17") 17) l 7'3 \ 7") 167 \7'3-17') i;< \7'; \f,7 167 tf,7 ,,, JIS7 17•3-1€•7 167 1€,7 1f,7 J(,7 167 167 ,s, 17":1 1 79 "' 1€,7 !E-7 ,s, ,s, 167-"' 17':l I 7·~ 167 ,s, "' ,,, \€-7 l~-7 ,., 1€,7 "' i1lR / q~) /or)o W
I
11Jv1.;.\P C)F MEAN AN'NUA.L RUNOFF FOR ·rFIE
II~ 0 n1,H EASrfER.N, SO Ul'J-IEASrl'ERN I f\Nl)
ntvf!D-~'\TLAN1·rc-UNI1"ED Srff\_'TES,
\1V1\TER YEARS 1951-80
]3v . . , D . --.
l·Viliiam R .. Krug, Warren A .. Gebert, Davi cl J. Graczyk, U.S. Geologic1l Survey;
Donalcl L Stevens, Jr., Eastern Oregon State College;
mBillry P. Rochelle, Northrop Services, lnc.;
und M. Robbins Church, U.S. Environmental Protection Agency
lu s GEOLOGICAL SURVEY
I-water-Resources Investigations Report 88-4094
n J>repared in cooperation with the
US ENVIRON1vfENTAL PROTECTION AGENCY
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Madiso11, Wisconsin
1990
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sit)Jl.S thJt. thl.! methods thc1t used the arei.1-\"-'cighted
;1\·r:r:1,½f c;f the clrain::-igc zin~a or the centroid of the
l! r:i i nc1~l· ;1 re::: produced somewhat !Jeth:r corrc·i<.ltinns-
tilat is, the interecept WJS closer to zero. thi.:-: stzmclard
errnr.s ,.,·ere small, ,u1d the correlation coefficients 1,vcrc
larger. These methods have sligluly grc~1ter po\,·cr to
predicr actual runoff
/-\c\di tio,wl srni-islica! investigation iou nd no significant
differences in reliability of the runoff estimates among
the <.He~1s. No significant differences existed in the errors
for stations with drainogc areas of differing size.
USE OF MEAN ANNUAL RUNOFF MAP
Mean annual runoff for a site can be estimated from
the runoff map by several methods. The simplest
n1ethod of estiinating the runoff is to locate the site on
the runoff map and to identify the runoff conlour
nearest the site. This method, however, is less accurate
than other methods. The most accurate method is to
draw the drainage basin on the runoff map, anc! use the
runoff contours to divide the basin into bands of differ-
ing runoff. The area of each of the bands within the
drainage basin is then determined. The areas of the
separate bands are then used to compute a weightec\
average runoff for the basin. For example, if 50 percent
of the basin is in an area of 18 in/yr (inclies per year) of
runoff, 30 percent in an area of 20 in/vr of runoff and 20
percent in an area of 22 in/yr of runoff the mean annual
runoff would be calculated as follows:
0.5 xl8 + 0.3 X 20 + 0.2 X 22 = 19.4
l{unoff tstimatt!d ·rrom tile rnap is in inches per
yl'ar, avcri.lgeci over the entire dr;linabc basin. ?vh1ltiply
this value by the dr;1inagc arc:J, in squ~ne miles. ;ind
divide by 1:rso to convert t'lJ mc,111 annu<.J\ disch;1rge, in
cut)ic feet JH..:!· sccotHl. l n tho:.:: ~tl)1Jvc exam.pie, assuml"' l"t1l'
clrai11~1ge an::1 uf the siri.: is JOO 1ni::. The mean :1nnu:il
discharge, in cubic feet pe: second, would be:
19.'I ,10011:i s:o =143
The runoff n1,1p \.\'as prep;:n1.:d to allow cstirnation of
mean annual runoff at sites where no strea1nflow data
are available. The 1naµ reprc:se::nls mean annual runoff
for areas with natural Janel cover. Caution shoulc\ be
used in applying the map to csti1natc runoff for areas
that are not natural land areas. The runoff map should
not be used for areas, such as large urban areas, where
the land cover has been altered in ways that would
change the amount of runoff. The runoff map is not
applicable for lakes or bays, for coastal wetlands affected
by tides, for streams controlled by reservoirs large enough
to influence the total annual strearnflow, or for streams
with substantial diversions.
Local features could cause the runoff at a particular
site to differ substantially from the r'lnoff indicated by
the runoff map. The geology of the drainage basin
might cause substantial amounts of ·water to enter or
leave the basin as ground wnter. This could substan-
tially increase or decrease the runoff. For example, a
strean1 with a sn1all drainage area tbal includes a large
spring pr0bably wolllcl have higher average stream flow
than indicated by the runoff map.
Ji1ble 5.-Descriptive statistics of errors i11 esti111uted ru11off
at 93 test sta tio11s
Method Mean .Standard Standard
absolute lvtcan error of deviation
vtllue ll\Ci\ll
Error in inches
Area.weigh led 2.0 -0.35 0.30 2.9
Centroid 2.2 -.71 .33 3.l
GtS 2.7 -i.74 .37 .1.6
Nearest-inch 2.8 -1.77 .38 3.1
Nearest contour 2.8 -1.79 .:~~) 3.8
Percent error ------
Area-weighted 9.0 -0.54 13 12.9
.,. Centroid 9.8 -.71 1.4 13.5
GIS 12.0 -6.42 t.6 lS.9
Nearest-inch 12. 1 -6.20 1.6 t5.6
Nearest-contour 12.2 -6.26 J. 6 15.8
. t/ \ . ,, '.
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Site Name: Ram Leather
Site Number: NCD 982 096 653
Site Location: Charlotte, Mecklenburg, N.C.
Latitude: 35 13 41.0
Longitude: 80 36 24.5
Date: October 18, 1995
Calculation Results
Distance from
Site Location
Population
Per Ring Cumulative
0 to 1/4 mile 48 48
> 1/4 to 1/2 mile 186 234
> 1/2 to l mile 422 656
>l to 2 miles 1,396 2,052
>2 to 3 miles 2,437 4,489
>3 to 4 miles 4,987 9,476
Number of Households
Per Ring Cumulative
14 14
56 70
135 205
483 688
888 1,576
1,827 3,403
Ref. 21
Note: The populations and number of households within specified target distance rings were
calculated for the NC Superfund Section by the NC State Center for Geographic
Information and Analysis using the 1990 US Census data. These values were calculated
by summing the population and the number of households data for each census block
located within each target ring. For census blocks lying only partially within the ring,
the per cent area of the block within the ring was multiplied by the population and
household densities of the block.
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TO:
FROM:
DATE:
File
Jeanene Stanley
Environmental Chemist
NC Superfund Section
December 18, 1995
SUBJECT: Ram Leather
NCD 982 096 653
Charlotte, Mecklenburg County, NC
Ref. 22
I spoke with Tim Lowder, City Engineer, Concord [phone] ext. 303. He indicated
that no additional water lines have been added in the Cabarrus County system in the area of the
Ram Leather site since the 1994 map was made (attached). The current water line system ends
at the intersection of Albemarle Road and Flowes Store Road. Mr. Lowder said that tentative
plans have been made to extend water lines to the Pioneer Mill Road intersection along Albemarle
Road, but this is contingent upon a developer's plans to build a golf course/ housing development
in this area. If completed, this new extension will terminate about 1 mile northeast of the Ram
Leather site.
Mr. Lowder said that Cabarrus County has just completed relocating water lines along
Albemarle Road up to the Flowes Store Road intersection because a new 4-lane highway is being
built and the water line was in the way of this construction. The highway construction ends about
1000' west of the Flowes Store Road intersection.
I spoke with Mr. Hafiz Shafei, Civil Engineer I, Planning and Analysis Section, Charlotte
Mecklenburg Utility Departtnent [phone]. He said that there have not been any new water
lines installed within four miles of the Ram Leather site since the 1993 map was drawn (attached).
The current water line ends at Wilgrove-Mint Hill Road. He did say that the 10-year plan
includes extension of the water line to Rt. 51 and up Rocky River Church to Camp Stewart Road,
but he does not know exactly when this expansion will occur. Mr. Shafei said that the 4-lane
extension on Albemarle Road from Charlotte ends in the vicinity of Clear Creek School.
Hence, the only section of Albemarle Road that has not yet been improved with a four-lane
expansion is an approximately 2 1/2 mile long stretch starting about 1 mile west of the site and
extending about 1 1/2 mile east of the site. In view of this, even if funds were available, it seems
unwise to install a water line until this segment of highway construction is complete. Mr. Lowder
also said that due to the presence of the .railway between the Ram Leather site and the Albemarle
Road, it is likely that any highway expansion will be on the north side of the railway. This may
impact some of the residences.
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5001
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12000
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,.:......._..,......_,_
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f/.
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540000 I ~000
'.:3COOO 160()ll
/ I '/ r-~~
d.· --·"'""~ ..
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- ---l!l!l!I -----
LEGEND
-EX. MAJOR WATER SYS!EM
-PREVIOUSLY FUNDED
--l'IBSf YEAR l'UNIIE!l
-FUNDS IDENTIFIED
------IINFINANCED
-10 YEAR NEEDS
· All 'nlue lined road.s h;:i.·10:) t~Xist.i.nc ;\;-.:'i.:~ 7.-i:::~.-:.
A J..1 · other categories are not in exi.<;; i:.C:.:n{P-ri. E
of Drjcember tSSJ. · These f~.mde(.r li.~tings' are
planned extent.ions for future· construction.
The accompanyin~ pages list project Ir (Prj No,)
and dates of funding, Some streets show an
existing blu9 main with a projected Rreen para-
lell extension. This t, is to upgrade and repla-
the weakening blue main. -:$ee Pr j. 2. in NE part
of County , /h,wJ,~M-,n1,, l¼f, hf,...;Ti,, 124,c (-ft.
."i. FMM,L, NC So,kt,./w,)
--1111 -
CHAR10TIE-MECK1ENBURG
UTIUTY DEPARTMENT
CAPITAL IMPROVEMENT PROGR~M
FY 94 -98
WATER PROJECTS
RKV1SED 02/26/93
GRAPHIC SCALE IN FEET
0 15000 30000
F'!NRNf+ftP!t\:.,ngf@MtW;J
SCALE 1" -15000'
.. .. 1
r r , 5 i 1 SW t#'J )H :rtrr
I ------:" ,
·-~----~/~/ __ ,.~
------·
HARRISBURG, N.C.
S0"45'
35•n•:,o•
CHARLOTTE SE
CHARLOTTE
,, 0
SCALE I .400()
, ... , ' '.
I ••L
□ 1 .... D,o .....
ACl'll:AIJE GUIDE
SYSTEM
SUBSYSTEM
SUBSYSTEM
'""
SYSTEM
Oth11r ,nformat,on including a narrative repon concerning th
wetland res~1.1rces rlcp1cte,;I on !hrs document may b6 available.
For onformatton, contact.
1 -TIDAL
Reglon•I Cir&Ctor !ARCE) R•gion 1\1
U.S. F,sh and Wildlife SeMce
7~, Spring Street S,W.
Atl•nu,, Georg,., 30303
M -MARINE
1 -SUBTIDAL
1 .,_ .... .,
"'""
'-"' -UNCO,,SO• IO~TOO •o"°"
1C.....G,~•I
"'"' , .. •o.., ..
2 -LOWER PEIIOIN1AL ,., _,,.,.,..,o
R -RIVEl'II E
' ' ' 3 -UPPJ¥1 PERENNIAl
j
NATIONAL WETLANDS INVENTORY
UNITED STATES DEPARTMENT OF THE INTERIOR
SPECIAL NOTE
Tn,s documen1 was preoa,ed p,omar,ty b'j ',weoscop1c
anaiy,is of hl9h altitude •e-,al p'101<>gtaph• WUl•~~,were
1d"""f,ed on ,~e phorngrap''i based on ve,;e•at,on >11iblo
hyd,olo;v. and geog,aphy "' •<<o,<1<1nco wo1h Clo.1,ifice·
1,on of Wofl1ndo ~nd O.Oepwo11r l'~bot.i• .,, tll<I ln410<I
State, 1rws1CBS . 79/31 Oecemt>e, 191111 The 111,,a1
pholo9raph< 1Voically ,~lloc• oond.,,ons du, ~q •~• >;1>C1f,o
iea, and soaMn when 1•,ey were talen Jn a,'dotoon.rh•••
,. • ma,g,n of s.,o, ,nt>eron, ,n the USP o! the ~er,al
pi,ot"llraphs Th"s, a deoa 'ed on tho 9 ro"nd ,od "''"""•I
•nolvs,s of a OlnQle •••• "'lil\l '"""'' ,n a ,ev,s,on ,1 the
wetland '>Oun-Oar,es ~<tabt,shed througn ~hot<>groph,o
•nte,p,ete, ,on :n •dd•h>n some sm,11 weOlaM• Ondlhose
ol;,ocured b• dense tore~, oove• may no, i,,, ,noludt!d on
th,s document
Feoo, •• S•ete and local rPaulatcrv "'l~nc,~, wlth/u'IJ<ho
loon oeor wetla0 0• mo, <M1m and <lescnbe w<ttlM"! 1n o
d1Horent ,,,.n,., .en !hat used ,nth,. ,n,01110,-Tl)o,,e ,,
no auompt. ,n c 'he '""' des,gn <l< p,odc,e16 ol th,s ""'"n•
torv to dof,nr tr"'"" •s of wop,,.otory 1u,,,o,c,,on '1 any
Fedocal. Sm~ o, local gove,nmen, "' to ..s1abl•sl< ,h~
geogrop~,cal scope of,.., '"""'"'O<V p,09rams o! g~e<n
"'""' ag•ncie P<o,aon• .,,..,di"O to •n9•Q• ;,. octv,ueo
"'v~lv,ng .,,, ',t,c,• on, w th,r o, aciJ• , ,, to ..,_..,.g ,,;.__,
l,oa• •""uld ... k ,r,o •dv>oo <>f ffpp,..,,., •• Fe,:!e,•l~lote
SYMBOLOGY 0:AMPLE
bYSllM
I S~~~YSICM
' l I ASS
IJEM2t
SLJBCL/IS~ WAlFH HGIMl
unAND 1NON WfTLANO,
R20WH
< c:•,c,,,, OCEPWATEc~ l-lA811A',
NOTES TO THE USER
• We,land• wh,ch ha~e been lrr,jd eum,nac1 ••• •"lliuttG
on ohe "'•Pb¥ an .,,.,,,k (')
• Add,tmns o, corre<:110"" !o the we,l1n<ls ,nl,>r"1atl0n
a,oolovod on 1h1s map ore80l,c,1ed Pl•-lorwatd ..,..,
,nlonn•"on to IM addr0ru ,nd,cit!ed
• Sub5vs,ems. c1.,se,. 5"bcl1un, an,; W•••• Rq,ma
on ha/,cs wore developed 1pec1!ocelly for NATloMl,L
WETLANDS INVENTO~Y rn-mg
• Some a,eas des,gnrued as lldSB. MS8W, OIi 114S8J
(INTERMITTENT STREAM$) may not m,•,n tile <1111,no•
1,0n or wa?land
• Th,s mop ~•es th& cla., Unconsol,dated Shore IUSI
On ea,her NWI mB?" that cl~•· WH """'~""'~ Buch/
Bar !BBi. or Flat (FLI Su~lu .. , rema•n !l>e .. me ,n bot~
AERIAL PHOTOGRAPHY
•
or k>cel ogone,•• eoncorn,~g ap~c,hed .._..,.,., •"11,(i,,to,y
P"'ll'am• 1nd otopn.iory Juroed,c~on• <1>11 may111:Heot
ouch •ot•~•tlH I:
0 -~"m•nly ,epresents upland areas. bu, rnov include
unclass,hed W"11ond• such as man-mod1f1.,.J "'•••, non
ph010-iden11!,able UHS end/er un,ntennonol omro•""'•
OATE ___)~:___183
SCALE. 1;58 00Q
TYPE CIR
DATE ___t-.J_ __
SCALe
'
'.,,.,
> •~"•• v,,ko•~
• H,~, "0 • ..,, "'"' > "'"'-" ,,,,,,,. ,..,, . .,,.,_, '""'"
E -ESTUARINE
.. AQl),,oca,o
' ., .. , , ............ ... . , ........... ""'
'""'-"'"""'"'"""' ............ ,.,,,."
L -LACUSTRINE
•<-o.-, ,., .. ,_
,0,....,
4 -INTERMITTftliT ' 5 -UNKNOWN Pt;RENNIAL
es -c•.co,..ouo•TfO ·-· '"-"'"""' ·-' M.., ,.,.,.~ ,,...,. ....
.. ,,..
l
1 , ..... "'""' ' '""' ' .. • o, ....
1 •~ .. , ..... ,.~ ...
i,oo,,.V•Ka,., . ,,~,,,,, "''""' ' "'""•-, __ ·-'"~"'
Oe, O;,o ... ,,R ', .. -. .,-
• c-G•••~ "~' , ..
'<>•,•n<
MODIFl!:RS
1 ., .. , ,-~·-· ,,00 .. ,.,....., . '~,,,., ''"""' ,u..,now,,....,,._ ·-~,, ......
-' . "
•
' ' I CONCORD SE, N. C.
•
•
SCALE t'.24000 •
0,o .. -
ACREAGl GUICE
-1(00 "' T
I Kil.Of"""
20 ICrM
U.S. Q~PARTMENT OF THE INJ&t
f)SH ANO WILDLIFE SEAVIC!,
(llher information 1neluding a narrative NIPoM eonceming the
-11and rasourees dap,ctad on this document may ba avail a bl,:,,.
For mformatton, c:onuict:-, -,_
I 1·
1991
0
'"'°"'"' ... "'"~"""' ,._, .....
,,.,,_ --~··-,..,,., .. ·-,,,.. ..... , ,i_,, .. ..
SPECIAL MODIFIERS
Regional Clractor (ARCE) Region lV
U.S. Fl1h and Wildlifll SllfYlce
76 Spring StrNt S.W.
Atlanta, GN,ul■ 30303
111 -MARINE
~--,-~-~~----1--,
UI -\,r,r:o•<:IQ(-TEQ _,. ·--·-, .. •o.--
.., _ _,.n,, •
I
R -RIYERINI!.
2 -LOWER PERENNIAi. ... -•-o ·-~ ··-· , __ ,._ ·-.. _ , __
... _ _,,,,..,...: ,_ ,, __ _
,.,., ... ,_ .,...,, .. ,. ...... ·---·-·-
-smc,..,a,o n '~""' oo """'-..,. ,.,....,ffl.., ...., ........ -....,_ ,.,. -C'-""' n .. ""'"""'"' "'-«sm;
..... ,"""'' 4 ........ .,.,..,"" '°""' --,..,.....,. ... , .. __ ,.,. -'" •• "'""'"''" 1
)• oc,ell··""""-"" -""""-,,;_!, ' ..,,,.. . ,.
'
1,,,.,,.G_ ,,,..J ' ,..
4 -'~E!lMITTENT 5 ~ lJ-NJo:NOWlill'ERENNIAL .. ,,,
, c,_.,;,_,
. -·~ ·~ ~ .... l ·-·
"" -""°"""""°'"° ...__ --· ... -, .... ,., •• -. ,_, I ,_,
'
. '
.,,..,,....,....__
,-..... ~ .. "'"'-· ·•-.--.. -' ", .. ,.., ·~-~-
'"°""' "''"' ,._ ·~-·'"'-
i ~ , . ._.,.,,_ • s,,., .... , ........ , . .._. 0 ,.__.,,_ "-"'··~
·-·-~-· , ......... ~ .... . , ... ""' ._,., ,_,_
..,,..,.. ..........
• .. _,. ____ .... ____ ............. -...... -, __ _
,.,, _ _,_,.. .... .,_,_..., .. _ .. __ _, __ .,_,,.._i>,.. II, ........ _ ..... ........,_
Non-Tidal
" .... --~i ....... , "''•·--•"-' .... ~ ... ., ..... .. ,_,_,_ .,_ ,,-..,,..,
.. ,_..,, ·•-· •1.-•w ,.,_,..., ·-
•
C-al lllllnlty 11n11Y pJ M ·--·, :·,'_,,. -~ ,._ .. _ ,--w ·-
·---• -;I, • ' :=:.. ·-, '
' '
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000
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II I~. 1~: ,.
\ '1 ~
MIDLAND, N.C.
PARTMENT OF THE INTERIOR
ISH ANO WILDLIFE SERvtCE
·~---, __ -· ' .. ,_.__ ..
• ~-:;. II'' ·-·-·--> >E...,,_,
SPECIAL MODIREIIS
SYSTEM
SUBSYSTEM
-
SY8TfM
SUBSYSTEM
-
A GEOCHEMICAL ATLAS
OF
NORTH CAROLINA
by
Jeffrey C. Reid
NORTH CAROLINA GEOLOGICAL SURVEY
BULLETIN 93
STATE OF NORTH CAROLINA
JAMES . UNT .. R r.o li'.R »
RALEIGH
MAY 1991
(REVISED 1993)
DEPARTMENT OF ENVIRONMENT,
HEALTH AND NATURAL RESOURCES
~ ,...,
' N w
I
I -- - - -
0 0 O 0
.. 0 •
0 • ·** 0 • • •
Cu (Copper) Symbol PPM Percent of data
1 · 2 16.3
1\ Number of Samples: 46 1 0
0 3 · 5 48.3
Sc a I e I : 1 , 5 8 4 , 0 0 0_
* 6 · 8 71.3
I 0 1 S 50miles • 9 · 215 100
83 82 I 81
80 79
- --I --
Cr (Chromium)
o t_ a I N um b e r o f S amp I _e s : 45 8 7
S c a I e 1 : 1 , 5 8 4 , O O 0
. 5 I 0 2 l I 50 mi J.,
-I --I!!!!!!!!!! l!!!!l!!I
Symbol
•
*
•
I == I
PPM
2.5
5 · 6
7 · 11
12·3,010
liiii liiiii I -- --I
**• * *· . * •• . .
•
• •
• ___.
• :---'· ·c:·~4-.~,,-,' ea er h ,. · .e
rlotte, Mecklenbu ounty, NC,._' ·: .; ':'._,•:· •
982 096 653 : . .
0-*·•"-o~· ... : .. :-. 0
. . "'
..
••
Percent of data
24. 7
43.5
74.2
100
-- - -
11!!!!!!1 l!!!!!!!I l!!!!!I I!!!!!!! l!!!!!I
Fe (Iron)
T o t o I Number 0 f Somples: 6 3 3 0
5 c a I e t : I , 5 8 4 , 0 0 0
1 D n ~o mi-I,,
==
Symbol
*
•
1111111a
0 -•• • • ·** ••
PPM
2,500 · 12,400
12,500 · 22,900
23,000 · 29,300
liiiiil liiil
Percent of data
25.1
49.9
61.7
39,400 · 358,100 100
lilili ---
*
•
.
~ ""' . ..... . , .
. .,-...
An (Manganese)
al Number of Samples: 5 27 3
S c a I e I , 5 6 4 , 0 0 0
l 0 l 5 5G mi I H
0 ....
\ *
0 *
;;;a
• 00°. 00 •• •
. 0.
O O 0 * 0 • • o,
0 *: • : o.
• D ' • • 0,
0 0 ..
Symbol
0
*
•
•* •
PPM
20 · 210
220 · 500
510 · 960
970-11,620
liiii ----liiil
0
*. . 0 • • ·* ·o . it"-:+-e•:+:e *0
00 oo * • •:+=+; ·
Percenl of data
24.5
50.1
74.8
100
-:Jt?!od'oo * 0 00 0
0 **. • 0 •
0 •
..o (I
: -·: 0 . * . 0 • 0 ••
. -.il\a< •
• • 0
0
•• * * *
0 • *•.
: .,.,.
0
- -
.J.. - - -I
Pb (Lead)
T o t o I Number 0 f Samples: 0 9 6
S c o I e 1 : 1 , 5 8 4 , 0 0 0
S I 0 1 S -50 mi Its
I -
' 00
- - -
Symbol
!!!!!I
PPM
5
10 -12
13 -2,597
I "'
== ~ liiiii I
Percent of data
56.8
80.4
100
RO 79
I ·• ,, . -' ' • .. I ' ' ' . ~-> . ,•• ' . ' ,. ' , .. ··i '1" -~' ,,, ' \. I ,1·/ \ \~\ 1\··\' ••. ,,_, t.J,)i 11\\,, ,, ~ .J• • '~ ,I .,J' f • • , ,. ' \' \' .. • ' ' ·' l
• I i
i-
i I
I '\ l
I'<\
I )
I I ,i
i
I ' I
I I
/:
1\ ·!j '-.,_
1\ ~ ""1 . " 1; . ,,, -......_
"'-', " \c\' \ 'l)
I I~ i 0 ''K, "',, I \.j
~ '-.,_
INl)EX
AN ENCYCI_O/'EDIA OF
CHlcMICALS. DRUGS. AND BIOLOCICALS
!'UBi.JC HEALTR [IBRAR'il'•, ...
0,1/iS!ON OF HEAL TH SERVICES
f'. O. BOX 2091
'l/\\.E.IGIH, NORTH CAROLINA 2760?
"" " ~
TENTH EDITION
Martha \Vindl10lz, Editor
Sus~tn BudavarL Co-Cditor
Rosemary F. Blurnctti. Associate Editor Elizabeth S. Otterbein. Assiswnt Editor
Published by
MERCK & CO., INC,
R A H W A Y , ~J . J . , U . S . A .
19 8 3
Reference. 25 ·
9450
l, 1,2 ~Trichlor!>Cthanc
9450. 1,1,2-Trichlorol'thanc. \/111yl t1·i<:hloriUc Cil·l/::JJ;
1110! wt 133.-12. C 18.UO%, H 2.27'X,, Cl 79.73%. C1i
1
C!-
CHC11. l'rcpd by cataly1ic chlorir1ation of cthanc or clhy).
<:nc: Joseph, U.S. pat. 1,752,401 and !'ye:. U.S. pac. 2,752,-
402 (hoih 19.Sli lo 1),)1'); Rcy1rnlrk U.S. pal. "2,783,286 (I\)_<.·; ·10 Olin ,\.fathie.,011)
dry deaning. In the n1:tclui uf 01·ganic cl1cn1ic;,I,;, pharm~::_•: ccuticals, such :1.\ c/1loroacetic acid.
'!HERAi' I.Ar· Analgesic (rnl111l<1tion).
ll!EH.A!' CA'i' (vr:r): /11hala111 /JiiC.'illieric
I'.,mfla1m11at.,k liquid; pk,is,un nd0r: di0 1.-!416; s<1/idif
--J5"; lip llJ-1/4•: nfJI l.•171) ln~,,I in w;itt.:i; lllis<: wi1}1
,ilcohul, c[hcr, aJ1d 111:iny •ltlia (Jrg,,11i~· !iql1id.~. 1.,1)~
0
orally
in nHs· 0.5H ml/kg, H. I~ Slllyth f't al. Am. Ind lly!'.-/1.uoc. J. 30,470 (!%9)
.9453, Trichlorof!uoromcthane. Tric/i IPH>rnonofluo;g/t
n1ctl1«nc; f111,,rn11ich!u1·,>11,c11l:111c: Fre,JI\ I]: _F1igcn ·1 \;.'
.'\rctuu ~l CC!JF; rn.il wt IJ7 .. \H C 8.74'.',;'.,, Cl 77.43%, F
JJ.8J%. l'n:rn· He1111c, 01xll11ic· H.,:a,:1io11s 2, (A (1944).:
Mamir:' Fa11h, Keyes & Clark's lnd11.Hria/ Clremica/J, F: A.:'
Lowenhcim, /v1. K. ,\-lora11, Eds. (Wiley-lntcrsc1c1Jcc, New• USE Solve1H foi fais, wa.v:',, na(ur,d resins, alkal,)ids.
Caution: l1Tita_ting to cycs, lTllK'U\IS m..:mbral/c~. and, 1n high coI1cns, 11arcn11c.
9451. 2,2,.2-Trirhlorot"t/1,inol. · Tri~·hloroethyl ,iko!iul.
CiH3CIJO; 11101 wt l•l:l ,12. C 16.08%, ff 2.02';;,, Cl 71. J './',',;,,
0 I0.7J'J:,. CCIJCl!/.11!. !'repd by r..:du<..tion of lh,; cone~-
r,mdi11g ,:stcr, a<:id diloridc, ur acid wi1h lithium alwni11u111
hydride Siuog e1 ,J/., J ,·!111. Chc111. S,;c. 71, 1710 (1949).
Manufacture b_y 1<:dt1ctio11 of chloral hydral,: wi1Ji an ;,mine
boranc: Chamberlain, 5cl1cc::ht,:r. U.S. jl.tl. 2,li9H,J79 (]')5') to C.illery Che,11.l.
Jlyg1n\cnpic: li,1uid, ,:1l1cr,:a! odo1 :\i 1().11' \ct11ps ii c1y:,-
tallizt:s in rhur11bic tahlei.~. 111p ;11 1~•; lip 151-153°; dfg 1.55.
Sol in about 12 1>.irt.\ w:1tcr: 111i~cible 11i1h alcohfJ/ or t:ther.
pl/ of ;iq soln i~ -~·6, h111 on i,1·0Jonged ,·n111;,c1 wiih w:i1e1
snni',: free acid is fnnned A."1!r'j1 k'c// r:ln,,'d and prurect,:d from
lighr. LD50 or;1ily in rat.\: _(JCX-) mg/_kg, fir.mt/boo/..:. of '/(uicol-
ogy _vol. I, W .'-. Src:.;ror, Ed. (Saun,kr~. Phi)addph1;1, !')55) Pr .102-303.
THEKt\l' C,\T:
9452. Trich/oroethylenc. Trich/oro.,_•1he11c; ,:tliir1yl tri-
c.:hl\)J'\(k; Tri-Clc11c: Tridc11..:; T1 iknc: Trichlonw; Trichlo-
rc,1; Algylcn; Trirnar: Trili11c; Tri: Trc1hvl..:nc; \\'eslr(>~o/:
Ch!orylcn; GcJnalgcnc: Germalgc11c c\HCJJ; rnol wt
131.40. C 18.28%, Ii 0.77'/4,, CJ 80.G5';.;,_ cc1;=CHC/.
u~unlly prepd frorn sym-tctrachloroc1!1a11c by climi11atio11 l1f
HCJ (by boiling w11h limd: (,'er. p;lt. 171,900, lly p:1ssi11g
tclrnch!oroetha11,: vapor ovc:1 CaCJ2 C<1taly.<,1 ,It 300"· Ccr.
pat. 263,457; without catalyst nt 450-470°: Brit. pat. 575,-
530 (1946 to du i'ont) Review of mfg procc.\scs: S. A.
Miller, Chem.·l'mc,!s.1· 1.:.:ng. 47, 2(,-f: (J,)6b); Faith, Kt:ycs &
Clark's lnd11s1ria/ Ch,'111ica/s. F. A Lowcnlwirn, ,\.1. K.
Moran, Eds. (Wilcy-lntcrscicncc, New Yor·k, 4th ed .. 1975)
pp 844-8-fS. Toxicity :ind me!aholi.\111 E. Browning, '/()xic-
ity ,me/ Afi!lubolism of l11d11.1·1rinl Sv/-.-,-111s (F,Js(:1·icr. N<.:1\ York, 1965) PP I s:1-212,
York, ·hh ed., 1975) Pl' :'!25-JJ0.
-Liquid a1·1e1nps hdow 2J.7". 1:aint cchcre.il od,)r Non-
flamniabl,; .. dl7-' l.4:14: d;;, 5.0-1 (ai1· = I) 111p -l 11' bp
1
1,11
2J.T; bp,11>(1 -1-1>.IL bplllO ··-'J.!": hru>O -2}(1° bp,,o -321',
bp,111 -39.0~; bp1,1 -49.T:_ hprn -·59Jt, hp~ --67.6°; _bp
10 -84.J". Crll tc111p l'J8°: cnt prc:ss. 4J.2 atm (6}5 lb/sq incli,
ab~) nhu 1.3865. IJipnlc 11101nc11t 0A5. l'rac1ic.1ily inso! in.
water. Sol in alcohol, ether, other, organic snlvents. LeSS•
1
-
toxic lhlln carbon dioxide,-h111 dccornposes into harmfllJ'.;· nwtc1ials hy flunies or high heal. .,,-,
USF, In 1dng.:1·atio11 1nacllin,:1')' rcquirir1!i" r·drigerant cf.~_.
k..:1i1·c ;it negative prc:ss11re.~ As aerosol propdl:l.nr. CGri-',~, I
rinn-r\-f,1y (J<; ri;11crnic in high concc111rario11s. ' :;.'~/;\,
f•/01e: Con~ult latc.q Govcrnrnenr rcgu/arions on u~c .. a's"'; ... :
Hcrosol pmpdl1111t. _'.;\t?t
9454. 3;4,6-Trichloro-2-11i1 rophe11ol. 2.a)'-./itr11-J,4,6-1ri: fr;
clilorophcnol: 2,4,5-trichJuru-6-11i1ru11!1c110/; Dowlap .. ·c
6
._,,,,;0~,
HiCl3N03; 1110/ wt 2·12.4•1. C 29.72%, H 0.8.1%, Cl 43.87%,\>t_\·.
N 5.78%, 0 19.80%. l'rcrd hy dissolving 2.4,5-trichlorO?g;(,.,
phenol in glaci:1I acc1ic acid and lrcatlng with coned fll_t1;-fC,~'f/
acid: Kohn, Fink, Mnnur.1-h 58, 7.1 (!9.ll); Harrison et'a/ .. ;J:<}.;:I;
J. Ch,•n,. ·'"' 1943, 235. . <I¼11!
'1~~ ii
~{j~f.j l'alc yellow cry~tnls frorn petr· eEhc::r,·mp 92-91' ''.k~T~
USE: To c.:ornbat the ~e;, !a1111,r.:_y, .111 eel-like fish wh1cI1.,~i•
attacks trout, especia!ly in ihc Grc'at Likes region -~ ~';w,;,..I
• > ~ ,,l .. 9455. 2,4,5-Trichloroplienol. Col!unnsoJ; Dow1c1de l½''--;j
C6HJCI30: lllOI IV( 197.46. C 3(i.49•;;_,, H !.5J%, 0 8,!0~}/;_.cl,;,iin~;
.~3.87%. !'repel by_ tr<:a!ing i,2.4,S-1c1rad1lorobcnze,_1~.·\Y!~'tlf;"-\fj
rncthanolic Na OH 01 aLltocl,1vc at !60° for. several hrs: '-~~r-,;t~]
rison er al., J. Che111. Soc. 1943. 2J5; Agfa, Ger. pat. 4IJ,?~-2~~(i-
(l 925): Clwni. 7,?nlr. 1.92.:i, ! . 2-! ! I · ·;;;:~ .
No11flamnwbl<.:, 111obilt liquid. Charal·tnistic odor rcse111-
bling that of chloroform. di l.4'.104; df 1..1695; df0 1A649.
YarN dc11.\iry: ·l.53 (air = 1.00). Solidifies a1 --84.R°.
bp7f,(I 86.7°; hp-$<XI 67.0"; bp11"1 48.0°; hr1r,) JIA-0; hpf,!J 20.0";
bplU -1.0·; bplO -12.4"; bps -22.8°: hp]_[) --43.8"; nil
!.479]4; 11&5 l.45560. Pr:tctic-ally insol in water; rni~c wi1h
ether, :ilcohol. chlor,)fonn. Dis~o/vcs mu~i fixed a11d v()latilc
oils. Slowly dee (with fonnn of HCJ) by light ir'1 the presence
of moist11re. Tricl1Jorllcihylene f(lr mcdiCinal purpo.~es 111;1y
<..'.Ontain so111t; tliymol or ,1nu11oniun1 carbonate (nut more
than 20 nig/l(XJ rnl) :1,; a ~lahili1er. lnduqdal grade.~ of lri-
d1lorncthyle11c rnay conr,1in other s1ahili1er.\ such a.~ tri-
e!hanolmninc .~tear at<.: •rnd c1e~ol. l"l)}(I ora!Jy'in ra1s: 4.92
nil/kg: LC (4 hr,) ill ral.\: 8000 ppni, Smyth N ri/., .11h f11d. !lyg. Anoe J. 30,470 (1'!69)
Ca11tio11· Use 1,·itlr 11dequ,1tc 1•en1ilano.,; l'n.::serve lriclilo-
r0o::thylcne in .~e<1kd, /ight-resis!ant arnpu/s or in frnngihle, ·
light~n:sista11t gla~.~ tubes Avoid prol,mged cxpu~un:·(,f lhe
prc)duct to CXCt\ssivc he:11 It must b<.: d1~jll'llSed in the _un-
0pc11,:d glass Cn'111ainc,· i11 whid1 it wa~. pJnccd by the 1na1,11-facrnrer.
;,:;,, Needle.~ fr-o!ll alcohol or li~roi_n. Stru;ig phenolic o~J..5'1.
mr 67". Sublime~. br7.v; 248", bp760 253". Weak monob!lf_.
acid. K :1t 25°· = 4.J >< IO-~. So!y (g/ JOO g of sol_vt:,~t.{a_~
25"): acetone 615; bel!Zcnc 16]: carbon tctrachlonde;,N'.
ether 525; cknatured alcohol formula JO, 525; mclhanol 6 !
liquid pctrnlnturn (ai 50°) 5(,; soyhea11 L,il 79; toluene.,'. ....
water <0.2. LD_,0 orn!Jy in ral.~: 0.82 g/kg. Dcic!!~.a!!.n• Fi·d. !'roe. 2, 7(, (J 9-IJ). , ..
Si1_ditm) ~nlr scsquih~·dra1c, Oowici<fr IJ. Flakes fprepd:tc;
<:ordrng to U.'S. pat. i,991,Jl9 (193.5 to Dow)J.· Solu_b_i~.~
(g/JOO g solvent .ir 25"); acdonc 16J;.denatmed·a_lf~-=
formula JO, 186; ethylene gly<.:o/ 33; rne1ha1_)01·24,.\,'7';~
lh,mon '/Ox/L'.ity: 1\1odcn11c c.,po~ur.:~ c;111 -cuu.~t: .\y111p-
torns similar 1o alcohol inchriaiion. J!igh.:r cr.11icns c.;111 !i;ive ·
nar..:otic eff.:ct. Ocalhs (1ccurring after he;iVy l'X[)()Sure have
been attribu'ted to ventriculnr f1brilla1ion.' Liver injury is 110t
definitely. establi\l1t·d in occ11patinrial t'\P<h111'c.~. r()1111d !o I
· induce hepa1ocdlt1lHr carTinornas in Na;io11a) Cnn.::..:r.l11s1i-/
lute rests.on ni1cc Chem. <t: eng, Ne'w.1·,<;4, 4 (Apr._<;, 1976).
ljSE Solvent fo1 facs. wa;v:s·, re.,ins. cJils, rubber, pain1~ .. /
and varnishe:~. So/v,:nt_for cdlulos..: es'ic1s and ether~. Use,!
1
/
f,!: .~(>lv..:nl c.\t1«crirm 111. many indu.~1ric:~. In ,lcgrc:isi1_1g. iri
higc 1378
J 13. pH of satd aq soln I l.0-13.0. . . ..."·':.l:•
Co111f)lcx with lrii.~_obutyl p!1_ospha1e, CIHJ f?./=t~:r~h
chlor1.1x. l'rqm: lloudlcnnc-\\allrand el al., Ir. P ·. -,
(196! i'o l'echincy). Liquid. iip0_01 94-IOJ•.
US!c:: Fungicide, haclcricidc ._'.:'s'J
9456·. 2,,(6-T~ichlorop/1enol. Dowicide 2S; Orn;~·~~
H_/::130; 111ul wt !97..tii. C .fo.-19'/4, 0 ~-10%, ,If I. .,_,.~•.•.1
I
I
I
11
11 . l
II
II;
i i .
.• i
' \
: I! . I
I I
Ii (
Ii
I
Ii I
I
I
I
I
/-/awley·s
Condensed Chemical
Dictionary
TWELFTH EDITION
Revised by
Richard J. Lewis, Sr.
~ VAN NOSTRAND REINHOI_D COMPANY
~ ---c--~------New York
Copyright© 1993 by Van Nos11·,:11d Hci11huld
Libi·ary or Congress Catalog Card Number 92-1895 I
ISBN 0---t,12-01 ! 31-8
Al! rights reserved. Cenain portiom of 1his wo1k@ 1930, 1920. 1919 by The Chc111ical C:w:ilog Cu., !nc., and
1987, 198!, 1977, 197 I, 1966, 1956, 1950 ~y Van Nostrand Reinhold. No part of this work covered by tile copyright
hc-rcon may ho.: rcprnduccd or used in any form or by any mc:.rn~--graphic, electronic, or mechanical, including phl)•
1ocopying, rccordi ng, 1api11!!, or i11l01 t)l:l! ional ~to1·agc and re1 ricv.-il systcllls-without wriltcn permission of the
publi~hcr. ·
· Printed in the United Stat<!S of A111c-iic:1
Published by Van Norn and Reinhold
115 Fifth r\YCllllC
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Thuma~ Nclsun ,.\11s11·:1lb
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I! 20.llirchmouni Koad
Scarborough, Ontario ,\1 \K 5Ci4, C111:ul:'\
16 is 14 13 12 11 10 9 S 6 5 4 J, 2
Lilmuy llf Cung1 css Cataloging-in-l 'ubli.:a( ion Data
(011<.lcns-:d cl1c:nic:1l clictlonary.
Hav'l'lcy's condcn~cd cl1-:1nical dictiCT11a1 :, .--12th d./rcvi~i:d by
Richrnd J. L~·wi.s.;·Sr·
p. cn1.
1Sf3N 0.~,i42-0l 13 l-8
!. Chcmistry__:_Dictionarics. 1. llawlcy. (icssncr Goodiich, 1905-!98'.\
II. Lewis. Richa1d.l .. S1. fll. Title.
l)O5.C5 1992
540; .J-dc20 92-l 895 l
CIP
;; UL a · aa:nrw.zr . AZ&lX am:.::azuwwwt41!/Jt4CD.®W w .iiEUQ.~,mr:;;.;;wK& ~
149 N ,N,BIS(2-II Y!lROX YETI I\'!.)
Hazard: Toxic by ingestion. A carcinogen. TLV:
Q.001 ppm in air.
C,,H ,(CNH7H ,,), Properties: Amber 10 red liquid, d 0.90, fp 7.2C.
Con1bu.stible.
Use: Gasoline antioxidant and sweetener. ,,
Use: Intermediate for ion-exchange resins; labo-
ratory reag,cnt.
i:;. · 3 J-bis(chloromcth:yl)o.xctnnc. Sec'' Penton.'' } '
\~ bis(p-chlorophcno.xy)m-cthanc. (C1Cr,H/J);;CH2• ,/ properties: Solid, rnf)'65C, insoluble in water and ~·. oils, soluble in ether and acetone.
ri;is(2-cthylhc.,yl)phthalate. c,,1-1,p,. Liquicil
~.sed 111 vacuum pumps. ,_J
Use: Acaricic.Jc.
2,2-bis(p-chlorophcnyl)-J, 1-dichlorocthanc.
See TDE.
I, l-bis(p-chlorophcnyl)cth;1nol.
See di(p-chlorophenyl)cthano!.
: .1, I' -bis(p-chlorophcnyl)-2,2 ,2-trichlorcthanol.
( 4 A' -dichloro-a-t rich loromet hy I benzh yd ro I; Kelthane). CCl3C(C6H,Cl),O)f An alcohol
analog of DDT. · Hazard: Toxic by inhalation and ingestion.
Use: Miticidc.
,· bis-cyclopcn tadlcnyliron. Sec clicydopentad ien-
', yliron.
·· bis(2, 6-d iel hy I phcnyl)carb odi i m ide. l' ,· (CH2H,),C6H3NCNC6H3(C2H,),. f,; Properties: Light yellow to red-brown liquid with · faintly acrid odor, ct 1.007 (20/20C), bp 192-194C (0.4 mm Hg), refr index 1.591 (2JC). Solu-ble in organic solvents. Combustible.
Hazard: Toxic_ by inhalation. Damaging to eyes. Use:· Stabiliiers in polyester and urethane sys-tems, intermediate for textile chemicals and
pharmaceuticals.
:(· .{i 2,6-bis(dimcthylaminomcthyl)cyclohcx:inonc.
~ [(CH3),NCH2J,C6H.0. 'er Properties: D 0.95 (20C).
~.· Use: Preservative for aqueous paint systems, ca-(·· sein, pigment dis·persions, and adhesives.
r~,6-bis(dimCthylaminomcthyl)cyclohex:rnone f. dihydroehloride. C,,H14N1O·2HCI. ~--Properties: Free-nowing, white to off-white crys-
{' talline salt.
•'fi· Use: Preservative for aqueous systems, latex ~1·: paints,• acthesiv.e.s coatings, wax emulsions, ca-
sein, and starch solution.
\. bis(I ,3-dimethylbulyl)amine.
':' .,[(CH3),CH2CH2CH(CH3)J,NH. :;,I)opertie_s: Liquid, d 0.772-0.778 (20/20C), dis-~,ltiHation range 179._0-205C, bulk cl 6.5 lb/gal, ';.flash p 160F(71.IC). Combustible.
't ~it.;t . ": · N ,N' -bis(l ,4-dimelhylpentyl)-p-phenylcne-
f~~dillmine. (diheptyl•p-phenylenediamine).
i..N .. \.
N, N-his( t -Cthyl-3-mcthyl pent yl)-p-phcnyl cnc-
diaminc. C6H4(NHC8H 17)z. Properties: Dark, reddish-brown liquid; d ap-proximately 0.90; bulk d 7.5 lb/gal. Combusti-
ble. Use: Antioxidant for polyunsaturated elasto-
mcr.s.
2 ,2-his(p-ctl_tylphcnyl)-l, l-dichlorocthnnc.
Sec I, l -clichloro-2,2-bis(p-cthylphenyl)ethane.
hiscthylx:inlhogcn. (C2H5OCSS}i. Properties: Yellow needles, onion-like odor, mp 28-32C, insoluble in water, freely .soluble in benzene, ether, petroleum fractions.
Grade: 580Jo soluble in oil.
Use: Weed control, rubber accelerator, fungi-
cide.
1 , 3-b is(J-glyci d oxyp ropyl) tel n1 mcth yld isi I oxanc. [OCH2CHCl-l2O(CH2),Si(CH2),l,O.
Properties: Liquid, d 0.99 (25C), refr index 1.4500 (25C), bp approximately !85C (2 mm Hg). Soluble in acetone and benzene, insoluble in water. Flash p ·300F ( 149C). Combustible.
Use: Chemical intermediate.
hishydroxycoumarin. [3 ,3' -rnethylcnebis( 4-hydr-
oxycoumarin)dicoumaro!J: C19H 1206. Properties: White or creamy-white crystalline
powder, faint pleasant odor and slightly bitter taste, mp 287-293C. Readily soluble in solutions of fixed alkali hydroxides, slightly soluble in chloroform, almost insoluble in water, alcohol,
and ether.
Derivation: (I) Originally extracted from spoiled sweet clover; (2) synthetically from methyl ace-tylsalicylate sodium and formaldehyde.
Grade: USP.
Hazard: May c.iuse hemorrhage.
Use: Anticoagulant for blood.
bis( 1-hyd ro:xycycl ohcxyl) pcrox id e.
C6Hto(OH),O2. Properties: Fine, white powder; mp 66-68C. Ac-
tive oxygen 6·.6% min.
Hazard: Dangerous fire risk in contact with or-ganic materials. Strong oxidizing agent. Use: Catalyst for polymeriz.1tion of polyester res-
ins.
N ,N-bis(2-hydroxycthyl)ulkylaminc. Clear liq-uid used as an antistatic for blow molding appli-
DIIIUTY LP! I ENYL l'IIOSPHATlc 374
linc-(satisfics ASTM D910-64T as antioxidant in
aviation gasoline), prevents decomposition or
tetracthyl !cad in gasoline.
Hazard: Fire risk in contact with organic materi-
als.
Use:·Oxidizing agent.
dihulylphenyl phosph:itc. (DBPP; phosphoric
acid, dibutyl phenyl ester). CAS: 2528-36-1.
C14HvP04•
dibutylsebaeate. (DBS).
C4H,OCO(CH1)sOCOC4H9•
Properties: Clear liquid with butanolic odor, mw
286.26, sp g 0.0691 (23/25C), bp 131-132C, vap
press 0.007 mm Hg at 25C, flash p l29C, insolu-
ble in water.
Properties: Clear, colorless,-odorless liquid; bp
349C (760 mm Hg), I SOC (3 mm Hg); fp -I IC;
d 0.936 (20/20C); wt/gal 7.81 lb (20C); refr
index 1.4395 (25C); flash p 350F ( l 76C). Insolu-
ble in water. Combustible.
Hazard: Combustible. TLV: 0.3 ppm in air.
Use: Hydraulic fluids.
dibutyl phosphate. (di-n-butyl phosphate).
CAS: 107-66-4.
Properties: Pale amber liquid, mw 210.21, mp
(decomposes above I00C), vap press < I mm
Hg at 20C.
Hazard: TLV: l ppm .. Rcspiratory-tract irritant.
Use: Organic catnlyst an<l anti foaming agent.
dibutylphosphitc. CAS: 1809-19-4.
(C4l-190)2PHO.
Properties: Water-white liquid, bp 95C (I mm
Hg), d 0.9860 (25C), refr index 1.4228 (25C),
flash p l20F (49C}, soluble in corlunon organic
solvents. Combustible.
Hazard: Moderate fire risk.
Use: Solvent, antioxidant, intermediate.
dilrntyl phthalate. CAS: 84-74-2.
C6 H4(COOC,l-i9)1. . .
Properties: Colorless, odorless, stable, oily liq-
uid; d 1.0484 (20/20C); fp -35C; viscosity
0.203 poise (20C): distillation range 227-235 (37
mm Hg); flash p (COC) 340F (171C); wt/gal
8.72 lb (20C); refr index 1.4915 (25C); bp
340.0C; vap press 1.11 mm Hg (i 50C); miscible
with common organic solvents; insoluble in
water. Combustible', al.ltoign temperature ap-
proximately 750F (398.BC).
Derivation: By treating n-butyl alcohol with
phthalic anhydride followed by purification,
which results in a product unusually free from
odor and color.
Grade: Technical, 99-100% dibutyl phthaiate.
Hazard: Toxic. TLV: 5 mg/m3 of air.
Use: Plasticizer in nitrocellulose lacquers, elasto.
mers, explosives, nail polish, and .solid rocket
propellants; solvent for perfume oils; perfume
fixative; textile lubricating agent; .safety glass;
insecticides; printing inks; resin solvent; paper
coatings; adhesives; insect repellent for textiles ..
Grade: Technical. ..
Use: Plasticizer, rubber softener, dielectric liq-·_,,
uid, cosmetics and perfumes, sealing food c~n-}
tainers, navoring. , //
! _,
N, N-dihutylstcaramide. C 17 H3 5CON(C4H9)i.
Properties: Yellow liquid, d 0.860 (20/20C), boil-,•
ing range 173-175C (0.4 mm Hg), flash p 420F._;
(215C), fatty-acid odor. Combustible.
di-n-butyl suCcinatc. C12H2204. _.,,~~
Properties: Colorless liquid, bp 120C, fp -29C,\
d 0.977, refr index 1.43.
Derivation: Reaction of butyl
cinic;1cid.
Use: Insect repe_llcnt.
di-tert-hutyl sulfide. (butyl sulfide).
[(Cl-13),Cl,S. :-',\
Properties: Liquid, fp -I IC, boiling range 29.7.-
303F, cl 0.8316, wt/gal 6.93 Jb, rcfr index 1.411
(20C), flash p 125F (51.6C). Combustible. ,cf·
Hazard: Moderate fire risk.
Use: Intermediate, flavoring.
. di butyl lartrate. :~.
C,H,OOCCH,OCJ-1,0COOC,H,. . 'Vk
Properties: Light tan liquid, mp 21C, bp appr,oITT
imately 204C (26 mm Hg), refr index I ,44
(20C), flash p 195F (90.5C) (CC), combustiW
autoign temperature 544F (284.4C), wt/ga_IJ0
lb (20C). Miscible with the common orgam~, so
vents, oils, hydrocarbons. :._t:.
Use: Solvent and plasticizer for cellulose ~~.
and ethers, e!astomcrs, lubricant; rubbe_r,
fabrics; lacquers; dopes; transfer inks.
2,5-di-tert-butylquinone. [C(CH1hlzC<,H202.
Properties:·Yellow powder; mp 149-lSIC; in.sol-
uble in water; soluble in alcohol, acetone, ethyl
acetate, and benzene.
dibutylthiourea. C.1H9NHCSNHC4H9. :•
Properties: White to light tan powder; ffi{?,}:
69C; slightly soluble in water; soluble in -~~,t
no!, ether, acetone, benzene, ethyl acetate_;_\~s
uble in gasoline. J,:';,
Use: Corrosion inhibitor, for pickling ca~t 1i:,9:
carbon steel, reduci_ng corrosion of fcrro~s;,.,
als and alurninuin alloys in brine, interrn~~]
di hu lyltinhis(lauryl) rncrcaptidc.
(C4H9),Sn(SC11 l·l"),. . ,,_.
Yellow liquid, tin content 18.5%, solub~e !R
enc and heptane. · ·
DICALCIUM SILICATE 376
dic:ilcium silicate. 2CaO·SiO2. One of lhc com-
ponents of ccme,it. Non-combustjblc.
Occurrence: Obtained as a by-product in clcccric
furnace operation
Use: Used to neutralize acid soils.
Sec cement, Portland.
"Dicalile." TM for a group of products made
from either diatomitc or perlitc, used in filters
and filter aids.
See also dintomaceous earth.
dicamha. (generic name for 3-6-dichloro-o-anisic
acid (2-methoxy-3 ,6-dichlorobenzoic acid).
HOOC(Cl)C6H2Cl(OCHiJ.
Properties: Crystals, mp 114-116C, slightly solu-
ble.in water, moderately soluble in xylene, very
soluble in alcohol.
Use: Herbicide, pest control.
dicapryl adipatc.
C8H17OOC(CH2),COOC8H17 •
Properties: Almost water-white liquid, bp 213-
2l6.5C (4 mm Hg), flash p 352F (I 77C). Com-
bustible.
Use: Plasticizer for vinyl resins and cellulose es-
ters.
Sec also capryl compounds.
dicapryl phthalatc. (DCP, di-(2-octy!)phthal-
ote). (C8H17OOC)2C1,H,.
Properties: Colorless, viscous liquid; bp 227-
234C (4.5 mm Hg); fp -60C; rcfr index 1.480
(20C); ct 0.965 (25C); nash p 395F (201 C); insol-
uble in water; compatible with vinyl chlori_de
resins and some cellulosic resins. Combustible.
Use: Monomeric plasticizer for vinyl and ce!lu-
!osic resins.
See also ca pry I compounds.
dicaprj') scbacatc.
C8H 17OOC(CH1)8COOC8H 17•
Properties: Light sfraw-colored liquid, bp 23 l .5-
239C (4 mm Hg), nonvolatile, gives excellent
low-temperature flexibility, flash p 445 F (229C).
Combustible.
Use: Plasticizer for vinyl resins and acrylonitrile
rubber.
Sec al.so capryl con~pounds.
dicaplhoi1. (generic na[ne for O-(2-chloro-4-
nitrophenyl) O,O-cliniethyl phosphorothioate).
(CH3Ol,P(:S)OC6H3(Cl)NO2•
Properties: White solid; mp 51-52C; insoluble in
waier; soluble in acetone, cyclohexanonc,
ethylacetate, toluene, and xylene.
Hazard: Cholinesterase inhibitor. Use may be re-
stricted.
Use: Insecticide.
dicarhoxylic acid. A carboxylic acid containing
two -COOH-groups, e.g., adipic, oxalic,
phthalic, sebacic, and ma\eic acids.
dicctyl. Sec dotriacontanc.
dicetyl cl her. (dihexadecyl ether).
Properties: Crystals, mp 54C, bp decomposes at
300C, d 0.8117 (54/4C)
Use: Electrical insulators, water repellents, lubri-
cants in plastic molding and processing, anti-
static substances, chemical intermediate.
.dicctyl sulfide. (dihexadecyl thioethcr; dihexa-
decyl sulfide). (C161-lll),S ..
Properties: Solid, mp 57-58C, bp decomposes, d
0.8253 (60/4C).
Use: Organic synthesis (formation of sulfonium
compounds).
clichlobcnil. (generic name for 2,6-dichloro-
benzonitrile). Cl(Cl)C6 H3CN.
Properties: White solid, mp l 44C. Almost insolu-
ble in water, soluble in organic solvents.
Hazard: Toxic by ingestion and inhalation.
Use: Herbicide.
dichli•f cnthion. (0 ,O-diethyl-O-2,4-dichloroph
enyl phosphorothioate). CAS: 97-17-6.
c101-1"c120,Ps.
Properties: Colorless liquid, bp 165C (0.3 mm
Hg), d 1.30, refr index 1.52, slightly soluble in
water, soluble in organic solvents.
Hazard: Cholinesterase inhibitor, use may be re-
stricted.
Use: Pesticide.
dichlone. (Generic name for 2,3-dichloro-1,4-
naphthoquinone). CAS: 117-80-6.
C10H4C1202.
Properties: Yellow needles; mp l 93C; soluble in
xylene and o-dichlorobenzene; slightly soluble
in ethyl alcohol, glacial acetic acid, and.carbon
tetrachloride; almost insoluble in water.
Hazard: Toxic by ingestion and inhalation, irri-
tant to skin and eyes.
Use: Seed disinfectant, fungicide for foilage and
textiles, insecticide, organic. catalyst.
d ichlo r:1111 in c-T. (p-tol uenesul f ondichloroamide).
CI-I3C6I·I,SO2NCl2. .
Properties: Pale yellow crystals containing not
less than -280Jo nor more than 30% active chlo-
rine. Chlorine odor; stable when pure, decom-
posed slowly by air, rapidly by impurities, petro-
latums, kerosene, olive oil, and alcohol. Soluble
in glacial acetic acid, chlorinated paraffin hy-
drocarbons, eucalyptol, benzene, chloroform,
and carbon tetrachloride; almost insoluble in
waler; mp BOC.·
Derivation: Product of the reaction between to!u-
\
•:: f,1 ,.
\ .~,
't
' , ··; -~;,•
),, -·~ ~it \\1
.',;;;. . ::;
·\1), 1~:t ·,.:so ~,\. )k-i'it~ .. ,,.,,,, ~f iJ;;rt,•. rti,r. -?,~'@ iii,
;<i-',li~· £ft ' ~'m'. ·, ~ ~· , ... t. 1,.1• . • }','T1-' ,ti;:;~ -'.. >
~ .} ..i -:,:·
·\ :,~ ., .,
-f \
:t ,g
:, ~; . ~
; :·•
' ' i
-·~ \ .
•. 'i;
i~f·rcon" j/)11 l'onr]. ·ri\·1 fo1· ;1 :;l'l'iL'S 11i· i'luorn-
-~'.-carbon pnxiu(l~ US'..'d in 1l'1'1·iger:.lliu11 ;111d ,1ir-
i.-, conditioning cqu1plll<..'ll\. ,1s hlowin1:; :1g1:111.,. rirc-
7.(:xiinguishing: :1gcn1s, and clc~rning fluid.\ :111d
~\olvcrns.
?·,;ropcrtil'.'.>: C:k;ir. 1v:nl'r-whitc iil!Uids: l':ipu:-~
;\'·havt: 11 ;:1ild so1,1~".dia: ct!v~rc,i\ odor ;ind :·11 c no!
; _· irrit ;II i 11g; cssc111 i:il !y st ;1 bk :1 nd i nen. No 1i-i'la111··
_,::_ mabk, 11(1nc.\plosivc Nvncorrosivc. Fnr list-
'.:";~-,.ing of .spcci fie 1 YP'-'~. Sl'C fluornca rbon.
·t'.·:vore: Many 1ypcs C(lrHai11 chlorini.: as well as nu~
·~1~ orine :111d should be c:!llcd chlorofluorocarbons :-··
!V11 /'om]. See l, 1, 1-chlmodifluo-
1n11 l10111]. syrn-tttrachlorodi!1uom-.
~}~'reon C-51-12" \!)11 l'onr\. Sec pcrfluorodi-
;.: met llylcyclobu t a11e
?··
'?l"°Frcon E'' ! !Ju !'<!llr). Ti\·1 fur a Sl·rics of' llydro-
·ggen cn<kapped lt'lrarluorocthylent:: cpo.\id·~
Tpo!ymers having <1 DP up tu I 0, boili11g, range
.0•-39-'-l90C, high dielcum: constant. >' Use: Cool:in\s in cll'crrnnil' devices, ~-.
·.•f,
Frl'undlid1 isotherm. Tht: ri.;l:1tionsliip buwccn
··1hc amount or a substan(T adsorbed and the
concen1ra1io11 of the sol11te:
X I
:::= Ken
Ill
;•
.).'·when: xis 1he amount aclSl)rbcd, 111 the weight or
{~_:.: adsorbent, c ihc rnncc11t1aiion or· prcss11re, and
-Kand II COllSUUll~.
Freu 1111 's acid. l -Napht hylarn inc > ,(i-d isu ! rnnic
acid.
Freund sy11!hesis. F()!'ln:t1io11 nf alicyclic hydro-
carbon~ by till' ;1ctic,n nr sodiu111 (17reund) 01
zinc (Ciust:1vson'l 011 opc11-cllai11 dihalo curn-
pouncls; l ,J-did1lnropropa11c derived from the
chlorina!ion of propane obtained fro111 n;11un_d
gas is cyclizcd in the Hass procc~s by 1rcati11g
with :1.inc dust in aqueous ,dcohol in the pr<..'Scnct:
of sodium ioclick :is c;nalyst.
. ~driction. ;\ soft ~rnci extrrn1ely tacky tnixtun: l)I.
;.~ ..... rubber and softrnc; :ipplicd to a f.1bric by 111c:1t1~
of a three-ml! c:dcnder. The cliffcrer"11ial speed
of the calender mils drives the material into th<.:
intersiiccs of the hbric. forming ;1 .'strongly acl_-:;,,1 hcrcnt coating Uni..:ured friction on a light
,--shectmg 1s used for electrical insulating or fric-
~-:·,.;':~ion tape. Heavy-weave fobric coated wi1h high-
::"/'gradc friction (rubber plus softener and curing
· agents) i~ us(;d as pile.~ in tirt: carcases, 1ra11smis-
.,i(1;\ bells. :ind 01h.:1 la111i11atetl produc:., whi,.:h
are '-'uka11i?.t·d.
.See :lisl1 c:1\cnder.
Frii•d1·!-Cr:1f1s reaction . .'\ type l)I-n::1c11on i!l-
Yolving :1nh:·dro11s :duminu111 ch!urick ;uid si111-
ila1 111et:dlic llalidt.::s as cata!ysb, Jiscovercd in
1877 by Charles Friedel, a French dicmist
(1832-18'.Y)), <1nd James Mason Crafts, an
Amt.::rican chemist (1830-1917), during join! rc-
sca,·ch in FraJKl'; it ilas bcen developed since
l11e11 Cor lllany important industrial uses, exem-
plified by the condensation or c1hyl chloride and
benzene to ronn ,,:thylbenzeoc irnd the manufac-
ture of acctophcnonc fro111 acctyl chloride and
bcnzcnt:._Thc name ls 110w applied to a wide va-
riety of acicl-catalyzcd organic re.tctions.
Use: ,.\lkyl;uion and :1cylatin11 in general. Snme
c.-..:a1nple:-. :11t· the produc1io11 of hig,h-u.ctanc g:1s-
oline, cu111c11c, dctcrgcnl al\..:ylate, and various
p\as1ic-, ;ind l'lastomers.
Frietll:icndcr synthc:-.is. Base-catalyzed conc!en•
~:uion of 2-aminobenzalclchydes with kcto11cs to
fL1rm quinolinl' derivatives.
Fries rcarranj.!,Clllent. Rearrangement of phenolic
esters w o-,rnd/or p-phenolic kctoncs on heat-
ing with aluminum clllOride or other Lewis acid
c:11:llys1s.
Fries ruk. The-most stable form of a po!y11uclear
hydrocarbon is that in which the mc1ximum
nurnb~r of rings has the bcnzenoid arrangement
of three double bonds. A benzcnoid electronic
conrigur:11ion is energetically 'rcivored :rnd,
l lii.:1 Cf ,.H'e, l)<trl iculal'!y ::.t ;1ble.
frit. A ground g!ass used in making g!azes and
-~n:imr\s :ind :dso for m;1king so-called Crit seals.
Finely pow.de red glaSs 111ay be called a f'ri\. The
1cr111 is also used ·for finely gru1111cl inorganic
minerals, rni.\cd with fluxes and coloring agents
which turn in!o a gb1ss or enamel 011 heating.
F ri!seh-l\11 I te11 berg-\\'ict:liell re:1rrangc111 en I.
Tile ri:;1rrang.crne11t of l, l-diaryl-2-haloethyl-
encs to di.1ryl :ll'l'tylcne:-; wirh strong ba.<;es .
"Flt-:\'" [Goodrich]. T~-1 fo1 11 :-.cries uf b11L:1-
dieneanyloni1dlc clastomeric polymers and·la-
tc\cs.
Pr°npcnics: Oil ,lnd solvent rcsis-1a11cc combined
with good. fle:-.:ibility. nnd rcsis1ancc to low tcm,
pcr:1tu1es, water absorption, and pcrmancqt set.
Usi.:: Oil-resistant seals, shoe soles, gasoline hose·,
belt conveyors, •plasticizers, pape·r saturation,
adllesivcs,·lcathc1 t'inishes, and carpet backing.
··:,
;
.
·:t:
. t· ··1 .. •
·,;
' I
I/ r I
I I I
I I
I I , I
I
1•
11
I 11
I
I
I
I
ORGANIC
CHEMISTRY
Third Edition
ROBERT THORNTON MORRISON
ROBERT NEILSON BOYD
New York University
I ALLYN AND BACON, INC. BOSTON
I
' ' I
'
© COPYRIGHT 1973 BY ALLYN AND BACON, INC.
© CO/'YRIGIIT !966 BY ALLYN AND lJACON, INC.
ID COPYRIGHT 1959 IJY ALLYN AN!YBACON, INC.
470 ATLANTIC AVENUE, BOSTON
ALL RIGIITS RESERVED
Nv part of !ht' 11io1cri1il pruleclcd by this copyrighl not ire may b,,
t('prod11c('d or 111ifized in uny form or hy any 1m'a11s, clcctro11ic or
mcclw11iral, i11clmli11g photocur1yi11g, rN·ordi11,:, or hy any informa-
lional slt!ra,:c m11I rc1rie11al .l'.\'Sf<'III, without wri11e11 per111i~sio11
from the cupyrig/,/ 011'1/er.
LIBRARY OF CONQRESS CATALOG CARD NUMBER: 72-91904
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i
' I i t'
t
156 ALKENI~S I. STRUCTURE AND I'Rl~PARATJON CHAP. 5
The most important of these methods of prcpnration-sincc they are the most
generally applicable-arc the dchydrohalogenation of alkyl halides and the dehydra-
tion of alcohols. Both methods suffer from the disadvantage that, where the struc-
ture permits, hydrogen can be eliminated from the car'bon on either side of the
carbon bearing the -X or -OH; this frequently produces isomers. Since· the
isomerism usually involves only the position of the double bond, it is not important
in the cases where we plan to convert the alkcnc•into an alkanc.
As we shall see later, alkyl halides are generally prepared from the correspond;.
ing alcohols, and hence-both these methods ultimately involve preparation from
alcohols; however, dchydrohalogenation generally leads to fewer complications
and is often the preferred method despite the extra step in the sequence.
Dehalogenation of vicinal (Latin: vicinalis, neighboring) diha!ides is severely
limited by the fact that these dihalicles are themselves generally prepared rrom the.
alkenes. However, it is sometimes useful to convert an alkcnc to a dihalidc while
we perform some operation on another part of the molecule, and then to regenerate
the alkene by treatment with zinc; this procedure i.S referred to as protecting the
double.bond.
When a pure cis-or trans-a!kene is wanted, uncontaminated with its stcrcoiso-
rncr, it can often be prepared by·reduction of an alkyne with the proper reagent
(Sec. 8.9).
5.12 Dchyclrohalogenation of alkyl halides
Alkyl halides arc converted into alkenes by dchydrohalogcnation: elimination
of the eleli1e11ts of hydrogen halide. Dehydrohalogcnntion involves removal of the
halogen atom together with a hydrogen atom from a carbon adjacent to the one
Dchydrohalogenation: elimination of I-IX
I I
-C-C-+ KOH (alcoholic) ~,-
1 I
I I
-C=C-+ KX + H20
Alkcnc H X
Alkyl halide
bearing the halogen. It is not surprising that the reagent required for the elimina-
tion of what amounts to a molecule of acid is a strong base.
The alkene is prepared by simply hiating together the alkyl halide and a
solution of potassium hydroxide in ~lcohol. For example:
CH3CH2 CH,CI
11-Propyl chloride
CH3CH2CH2CH,CI
11-llutyl chloride
CH 3Cl·l2CHCH3 I Cl
St!c-Butyl chloride
KOH (ale)
CH 3CH=Cl-!2
Propylene
CH3CH2CH=Cl-!2
l-llt1tene
2-Butene
S0"/4
KOH (ale) c1-1,c1-1c1-1,
I Cl
lsopropy! chloride
l-Bulene
20/o
·•• . -,
I
I
I
SEC. 5.IJ ;,.1ECHANISl\-l OF DEHYDHOHALOCENATION 157
As we can sec, in some cases this reaction yields a single alkene, and: in other cases
yields a mixture. 11-Butyl chloride, for example, can eliminate hydrogen only from
_C-2 and hence ~,jc(ds only I-butene. sec-Butyl chloride, on the other hand, can
elimillatc hydrogcn from either C-l or C-3 and hence yields both I-butene and
2-butcnc. Where the two a!kcnes can be formed, 2-butene is the chief product;
this fact Hts into a general pattern for clchydrohalogenation which is discussed in
Sec. 5.14.
5.13 Mechanism of dehydrohalogenation
The function of hydroxide ion is to pull a hydrogen ion away from carbon;
simultaneously a halide ion separates and the double bond forms. We should
-c I
rcprt'.H'ntcd as
-,X lt I , 1 -C-C---> C=C + x-+ 11 20 1C1 / ,
II
\__OH-
whcre arro\\'S show the
direction of electron shift
notice that, in contrast to free radical ·reactions, the breaking of the C-H and
C-X bonds occurs i11 an unsymmetrical fashion: hydrogen relinquishes both
electrons to carbon, and halogen retains both electrons. The electrons left behind
by hydrogen arc now available for formation of the second bond (lhe .,,. bond)
bet\vcen the carbon atoms.
for the breaking of the carbon-hydrogen and What supplies the energy
carbon-halogen bonds?
(a) First, there is formation of the bond between the hydrogen ion and the
very strong base, hydroxide ion.
(b) Next, there is formation of the.,,. bond which, although weak, does supply
about 70 kcal/mole of energy.
--., .•.. : "-7~::':.~-·:'"!~'~"\l':,...,
'
158 ALKENES I. STRUCTURE AND PREPARATION CHAP. 5
(c) Finally-and this is extremely important-there is the energy of salvation
of the halide ions. Alcohol, like water, is a polar solvent. A liberated halide ion
is surrounded by a cluster of these polar molecules; each solvent !110lccu!c is
oriented so that the positive end of its dipole is near the negative ion (Fig. 5.6).
Figure 5.6. Ion-dipole interaction:
solvatcd halide ion.
Although each of these ion-d1j,ole bonds (Sec. 1.21) is weak, in the aggregate they
supply a great deal of energy. (We should recall that the ion-dipole bonds in
hydrated sodium and chloride ions provide the cnc.rgy for the breaking down of the
sodium chloride crystalline lauicc, a process which in the absence of water requires
a temperature or 801°.) Just as a hydrogen ion is pulle<{ out of the molecule by a
hydroxide ion, so a halide -ion is pulled out by solvent 1110/ecu/es.
The free-radical reactions of the alkanes, which we studied in Chap. 3, are.
chiefly gas phase reactions. It is significant that ionic reactions (like the one just
cliscusscd) occur chiefly in solution.
(\Ve shall return to dchyclrohalogcnation artel· we have learned a little more
chemistry (Sec. 14.20), and have a look at the evidence for this mechanism.)
5.14 Orientation and reactivity in dehydrohalogenation
In cases where a mixture of isomeric alkenes can be formed, which isomer, if
any, will predominate? Study of many dehydrohalogenation reactions has shown
that one isomer generally does predominate, and that it is possible; to predict which
isomer this will be-that is, to predict the orientation of elimination-on the basis
of molecular structure.
CH3CH2CJ·l llrCH3
CH
I ' CH 3CH 2 CllrCH3
KO!! (ale)
KOii (ale)
KOH (:de)
CH 3Cii=CHC1·13 and CH 3Cl·i 2CJ·l=CH2
Sl°/4 191/a
CH 3CH2Cl-l=CHCH3
71%
CH I '
CH 3CH=CCH.1
71½
and CH 3CH 2CH2Cl·l=CH,
29%
and
CH3 I CH 3CH2C=CH2
29½
Once more, orientation is determined by the relative rates of competing
reactions. For sec-butyl bromidc1 attack by base at any one of three hydrogens
SE
( t!
gc
Jll
W•
fc
tn
Ii
ti
·1
I.
SEC. 5.14 ORIENT,\TION AND. l<l<:ACTJ\'ITY IN DEHYDl{Oi-lALOGl~.r,.,,:ATION 159
(those on C-1) can lead to the formation or I-butene; attack at either oftv•rn hydro-
gens (on C-3) can lead to the.formation of 2-butenc. \Ve see that 2-butcne is the
rrcferrccl product-that is, is f'o1:mccl faster-despite a probability factor of 3:2
working against its formation. The other examples fit the same pattern: the pre-
ferred product is the alkcnc that has the greater number of alkyl groups attached
to the doubly-bonclccl carbon atoms.
Ease of formation of alkencs
I 11 Sec. 6.4 we shall /ind evidence that the stability of alkcncs follows exactly the
same sequence.
Stability of alkcnes
In dchydrohalogcnation, the more stable the alkcne the more easily it is formed.
Examination of' the transition state involved shows that it is reasonable that
the more stable alkcnc should be formed raster:
X
I I -C-C-
1 I H
011--
Transition state:
pertly formed
do11ble bond
The double bond is partly formed, and the transition state has thus acquired a\kcnc
character. Factors that stabilize an alkcnc also stabilize an incipient alkene in the
transition state.
Alkenc stability not only determines orie11tatio11 of dchydrohalogenation, but
also is an important factor in determining the reactivity of an alkyl halide toward
elimination, as.shown at the top of the next page.
Reactant -Product Relative rates Rc!otiue rate.~ per H
CH3Cll20r -----+ CH1=CH1 1.0 1.0
CH_1CH 2CI-12Br -CH3CI·I=CH2 3.3 5.0
CI-! 3CI-I llrCH_1 -CH_1CI·I=CH2 9.4 4.7
(CH3),C8r -----+ (Cl-lJ)3C=CH2 120 40
As one proceeds along a series of alkyl halides from IO to 2° to 3°, the structure'
by definition becomes more branched at the carbon carrying the halogen. This
increased branching has two-results: it provides a greater number of hydrogens for
attack by base, and hence a more favorable probability factor toward elimination;
and it leads to a more highly branched, more stable alkene, and hence a more
stable transition state and lower E,1ct. As a result of this combination of factors,
in dehydrohalogcnation .the order of reactivity of RX is 3° > 2° > 1 °.
252 ALKYNES AND DIENES CHAP. R
Coal --> coke r
2000~ C C H20 a 2 ~
Limestone -->-CaO
An alternative synthesis, based on petroleum) is displacing the carbide process. This involves the controlled, high-temperature partial oxidation of methane.
6CH4 + 0 2 ~ 2HCaeCH + 2CO + 10H2
(The economic feasibility of this process is partly due to use of side-products: carbon mo1ioxidc and hydrogen for production of alcohols, and some hydrogen as fuel to main_tain the oxidation temperature.)
Enormous quantities of acetylene are consumed each year. Dissolved under pressure in acetone contained in tanks, it is sold to be used as fuel for the oxyacet-ylene torch. It is· the organic starting material for the large-scale synthesis of important organic compounds, including acetic acid and a number of unsaturated compounds that arc used to make plastics and synthetic rubber. Many of the ·synthetic uses of acetylene have grown out of work done in Germany before and during World War II by W. Reppe (at the I. G. Farbenindustrie). Aimed at replacing petroleum (scarce in Germany) by the more abundant coal ~is the prim• ary organic source, this work has revolutionized the industrial chemistry of acct· ylene.
8.6 Preparation of alkynes
A carbon-carbon triple bond is formed in the same way as a double bond: elimination of atoms or groups from two adjacent carbons. The groups eliminated
W X
I I -c-c--> I I y z
wx
I I -C=C-~ -ease-
and the reagents used arc essentially the same as·in the preparations of alkenes.
PREPARATION OF ALKYNES
1. Dehydrohalogenation of alkyl dihalid.es. Discussed in Sec. 8.6.
Example:
H H
I I -C-C-
* *
KOH (ale) NaNH2 -CaeC-
CH3CH=CH2 ~ CH3CH-CH2 KOH (ale)
I I CH3CH=CHBr N,NH, CH3C=CH
Br Br
1,2.Dibromopropane
(Propylene .bromide)
1 •Bromo•l ·propcne Propyne
s
I
I
I
I
I
I
1
SEC. 8.6
l'HEl':\lUT!ON
OF AU'\YNES
253
2. Reaction of sodium ncctylidcs with Jlrimary alkyl halides. Discussed in Sl.'.c. 8.12.
Examples:
NaN!h
or Na
mct:11
-Ces.c:-Na' + RX -:• -Ca:eSC-R + NaX (R musr
be 1")
Sodium a,t:tylidc
l-1-lcxync
( 11-JJu tyl.\Cct ylcnc) Sodium 11-pcntybcetylidc
11-Pcntyl ch!oride
6-Dodecyne
3. Dchalogenation of tc!rnhalitlcs. Discussed in Sec. 8.().
Example:
X X
I I -C-C-+ 2Zn -, -CEC-+ 2ZnX2
I I X X
Br Br
I I CH,-C-CH . I I
llr llr
Zn -, CH,-C=2CH
Propync
Dchydrohalogcnati
o
n

of vicinal dihalides is particularly useful since the di-
halides themselves arc readily obtained from the corresponding alkencs by addition
of halogen. This amounts to conversion-by several steps-of a double bond into
a triple bond.
Dchydroha!ogcnati
o
n

can generally be carried out in two stages as shown.
H H I I -C-C-
1 I X X
KOi! (ale)
H
I -C=C-
* A vinyl halide
Very 1mrcactiue Carried through only the first stage, it is a valuable method for preparing un-
saturated halides. The halides thus obtained, with halogen attached directly to
doubly-bonded carbon, arc called vinyl halides, and are very unrcactivc (Sec. 25.5).
Under mild conditions, therefore, dehydrohalogenatio
n

stops at the vinyl halide
stage; more vigorous conditions-use of a stronger base-arc required for alkync
formation,
Reaction of sodium acctylidcs with alkyl halid<'s permits conversion of smaller
alkyncs into larger ones. Practically, the reaction is limited to the use of primary
halides because of the great tendency for secondary and tertiary halides to undergo
a side reaction, elimination; this point will be discussed further (Sec. 8.12) after
we have learned soir1cthing about the nature of acetylides,
Oehalogenation
of tetrahalides is severely limited by the fact that these halides
are themselves generally prepared from the alkyncs. As is the case with the double
--II
II,
Ill
!di
Iii
• • I
. -~
Document Control No. 4400-03-ACJH
Revision 1
REIVlEDlAL INVESTIGATION REPORT
ABC ONE-HOUR DRY CLEA..NERS
JACKSONV1LLE, NORTH CAROLINA
November 1992
REGION IV
Work Assignment Nci. 03-419E
U.S. EPA Contract No. 68-W9-0057
Roy F. \Veston, Inc.
1880-H Beaver Ridge Circle
Norcross, Georgia 30071
\VESTON \V. 0. No. 04400-003-021-0071-00
Reference. 27
ill
11·1
1ti1
\rl 1.
ll
This document was preparecl b:.1 Roy F. V✓eston, !nc. e;,:pressly tor EP/\. It s/11.11: not be 1eleased or disclosr~d. in who!c: or in par:, wiHrnut the e·1_pft!!;S wri11en pe1r-:1ission of EPP..
P.emedial investigation Hepon
ABC One-Hour CleanerJ, inc.
,Jacksonville, Onslow County, North Cirolino
Section: 6 ·
Revision: 1
Da1e· November 1992
Page· 16of23
variable ancl clegradatio11 may or may not occur, clepending 011 subsurface conclitions (e.g., the
presence of nutrients, microorganisms, etc.).
If conditions arc favorable, PCE may' be progr·cssivcly broken down to TCE, 1,2-DCE, vinyl·
chloride, and possibly to carbon clioxide. As is shown on Figure 6-2, of the three possible
cliehloroethene isomers, I, 1-DCE is the least common and several studies report that cis-1 ,2-
DCE is formed preferentially to trans-1,2-DCE. One possible explanation is that during
reductive dechlorination, a chloride ion and free radical are formed. Because water is typically
the medium in which the reaction occurs, the most polar fon11 of the radical is favored (cis 1,2-
DCE). As also shown on Figure 6-2, chloroethane may fom1 from the reductive dechlorination
of cis-1,2-DCE (or as shown, from the degradation of 1,1-DCA) without the iritennediate
formation of vinyl chloride); however, the preferred product from the dechlorination of cis-1,2-
DCE is vinyl chloride. The relative rate of dechlorination decreases as chlorines are sequentially
removed; therefore, degradation of PCE is much faster than that of TCE or the DCE isomers;
and reductive dechlorination of vinyl chloride is slower still. As such, vinyl chloride 1s
persistent and the foITT1ation of carbon dioxide or ethylene is rather slow. Its degradation is
enhanced by the presence of methane (Vogel et al, 1987). Carbon dioxide is the end product
of organic degradation (oxidation). Several PCE/TCE degradation products (shown on
Figure 6-2) throug!1 vinyl chloride have been detected in the groundwater at the ABC site.
Studies have shown that the presence of alkylbenzenes (e.g., toluene) can accelerate the
anaerobic dechlorination of chlorinated solvents (Sewell and Gibson, 199 l). Aerobic
biodegradation may be important for the less halogenated hydrocarbons (Vogel et al, 1987).
A biotic clehalogenation has also been reported in the literature (Vogel et al, 1987).
1 1/112
-----·-
Ci Ci
\; = c/
/ ""-------Cl Cl
Cl Cl
"'-c c/ = / ---"" ' Cl H ' ' '-l ETRACHlOROETHENE (PCE) TRICHLOROETHENE (TCE)
1. 1, 1 TRICHLOROETHANE /
(TCA)
H . I
H-C
I
H
PREDo,mwrr REACTION PATHWAYS
---REACTIO!/ IDENTIFIED IN SOME STUDIES
---:---REACTION RARELY OR NEVER OCCURS
Cl I
-C-CI
I
Cl
"' ' H o I ~
H-C C
I "-H OH
ACETIC ACID
-·----- -
cis -1 ,2 -DiCHLOROETHENE
(c-DCE)
Cl
/
--
"'-c =
/
H
Cl
"" C = /
H
---
H
c/
"'-c1
CHLOROETHANE
(CA)
H H I I
H-C C --H
I ' I
Cl H
Ci H
"" /
C = c' < / " /
H H
trans -" 1 ,2 -DICHL0ROCTHEN[ ,,-...-VlfJYL CHLORIDE
"
(t-DCE) , /
H
"'-c =
/ H
/ 1,1 -DICHLOROETHENE
1, 1 DCE)
H H
I I
H-C C -Cl
I I
H Cl
H
I -H-C
I
Cl
--·---
0
C --0
,.;'
/ C.A.f~BOi·l
DIO.XIOE ,/
----
H H ' /
'c / = C
/ "" H H
H
i 0
C --H -I I
H C --0
1, 1 -DICHLOROETHANE CHLOROETHNIE CAPBON
DIOXID,: ( 1, 1 DCA) (CA)
nGURR e-2
DEHA.LOGENA TION OF CRLORJN.t. Tf.D
ETHENRS AND ETIJANES