NC0056928_GroundwaterCompleteFileB_02052019

DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
December 13, 1994
MEMORANDUM
TO: Bob Cheek, Groundwater Section
Raleigh Central Office
FROM: Ann Rumbough a--K-
Asheville Regional Office
SUBJECT: Additions to the Compliance Monitoring Network
Four new compliance monitor wells located at Kenmure Properties, Ltd. in
Henderson County should be added to the compliance monitoring network. Well
numbers Q85w5, Q85v7, Q85v8, and Q85w6 were constructed to comply with Permit
No. 44-0210-WM-0112. These wells were constructed to replace existing wells
as follows:
Q85w5 - replaces Q85v4 which will be abandoned
Q85v7 - replaces Q85v3 which will be abandoned
Q85v8 - replaces Q85v2 which will be abandoned
Q85w6 replaces Q85w3 which will be abandoned
Data on the new wells is attached.
/acr
Attachments

i
:;late of North Car afna
- Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
GROUNDWATER SECTION
December 13, 1994
Mr. William G. Robbinson
Kenmure Properties, Ltd.
100 Kenmure Drive
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Groundwater Compliance Monitoring
Kenmure Properties, Ltd.
Permit No. NC0056928
Henderson County, North Carolina
This office split groundwater monitor well samples at the subject facility
on November 15, 1994, and November 29, 1994, with Hydrologic, Inc. We have
assigned well identification numbers to the new wells as follows:
MW-1 - Q85w6
MW--2 Q85v7
MW-3 - Q85w5
MW-4 - Q85v8
It is necessary to use the numbers provided as they relate to our data entry
records.
If you have any questions or comments regarding compliance monitoring,
please contact me at [phone].
Sincerely,
Ann C. Rumbough
Environmental Technician
/acr
cc: Jon H. Laughter
Hydrologic, Inc.
Betty Wilcox
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Facility:
County:
Contact:
MONITOR WELL SAMPLING FIELD LOG
Date: November 29, 1994
Kenmure Properties, Inc.
Henderson
Split samples with Hydrologic, inc.-Jerry Jimison
Well #
Depth
(ft)
SWL
(ft)
Amt. Bailed/
Pumped
Time
Remarks
Q85v5
27
20.55
Bailed 3 1/2 gal.
10-55
AM
Water orange in
color. No odor,.
Q85v6
15
13.95
12:50
PM
Well was dry.
Q85w2
55
46.7
Bailed 4 gal.-
121:30
PM
Water very muddy.
Q85w4
26,7
26.25
1 bailer
11:20
AM
Water very muddy.
SLOW RECHARGE!
Q85w6
35
j 34.9
11:50
AM i
Well was dry.

Facility
County:
Contact:
MONITOR WELL SAMPLING FIELD LOG
Date November 15, 1994
Kenmure Properties, Inc.
Henderson
Split samples with Hydrologic, Inc. - Jerry Jimison
Depth
Well # (ft)
SWL
(ft)
Amt. Bailed/
Pumped
Time
Remarks
i
Q85V3 43.0
14.5 i
Bailed 14 gal.
10:35 AM
Flush mount well.
Water dingy.
Jelly -like growth
on well. Water
standing around
{
well head.
NOTE: THIS WELL IS
i
TO BE ABANDONED.
Q 85v7 15.0
4.65
Bailed 5 gal.
11:15 AM
New well below
maintenance shop.
Water very muddy.
{
Grass roots in
}
g
water.
Q85v8 15.0
5.8
Bailed 4 1/2 real.
� 11:55 AM
� Water very muddy.
�
Near pond on #1
fairway.
Q85w5 15.0
7.75
` Bailed 3 1j2 gal.
12:30 PM
� Water very muddy.

Divisi ~ of Environmental Managety.
GROUNDWATER SECTION
CHAIN OF CUSTODY RECORD
For Investigation of Incident No.
f A / "
Samples collected and GW-54 forms completed by:
i i
�V
Lab Only
Quad
No. of
Lab No.
No.
Location
Date
Time
Containers
0
V �
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C 04
RelinquistVed
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y
/Time
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Rel.
Rec. by
Rel.
Rec. by
Rel.
Rec. by
Method of Shfpment: twos - 0,
Seal b y:
Broken b y
Security
Type and Condition: Lock by:
Open
by:
1 A "QC rIKII V
Lab No.
From Through
N o.
Containers
Analysis
Relinquished by
Received by
Date Time
21
�" i
66
IVG/11
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11111
1
uvv r1eauqUa[Ullb , UdIldlY UUVY - L-CILJ ,rain kupy - nVw V11
GW-

,r
-state of North Carolina
Department of Environment,
Health and Natural Resources •
Division of Environmental Management
I
James B. Hunt, Jr., Governor � �
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
SECTION
GROUNDWATER S E
October 28, 1994
Mr. William G. Robbinson, Owner
Kenmure Properties, Ltd.
100 Kenmure Drive
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Compliance Monitoring Reports
Kenmure Properties, Ltd.
Wastewater Treatment Facility
Permit No. NC0056928
Henderson County, North Carolina
Permit No. NCO056928 requires Kenmure Properties, Ltd. to sample the
groundwater monitor wells for Volatile Organic Compounds (VOC's) in November of
each year. This letter is a reminder that the report of laboratory analyses for
VOC's should be attached to each Groundwater Compliance Report Form (GW-59) when
it is submitted to the Raleigh office.
If you have any questions, please contact me at [phone].
Sincerely,
Ann C. Rumbough
Environmental Technician
/acr
cc: Jon H. Laughter
Betty Wilcox
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

WELL DATA TABULATION �
POLLUTION SOURCE MONITORING SITE
Facility Name: KC -NM URE P90A6/eT1' S e :r"Jc • County:
Pollution Source (lagoon. Latitude: 3 /..S' ..2ca
Permit No:
Longitude: 9.2 26
Non -Discharge: NPDES: lVG o o 6 99 If 9
Well Const.: Y,--o-7;0.-wM- p1f� DHS:
Sampled By: 14,4c,G/7�Z NC1.3,°2
Quad No: Q 3_. 'v - C2 K.6 w
Well No.
Date
Installed
Total
Depth
(ft)
Diam.
(in)
Screen(S)/
Open hole
(OH)
(ft-ft)
Grout
Interval
(ft-ft)
Gravel/Sand
Pack
Interval
(ft-ft)
Remarks
3.5 W 3
/ L7 a S" Y7
- 7
-6
2
(5)114.2 .2 — S 7
0 _.. 4 ®
-74-1 _ 5 7
"ro h E ABA^N0. 0.s6-.0
Q SS v 3
t o g 7
3
6.29 a �F3
c�
-
Q8'.5v
0..�9_ !I
�9
12
Q 83 v.s'
/a-,29- Y7
d 7
;z
s /-7 A
0 - is'
7
$`i WA
3 ~;z 3 - y7
s5'
;4
o - 3 3
3,1 - �;-S
Q 9s V;k
(.$)1 /9- <S,
C- i,�,
�� -<�
rE� e
Qffs w4
`% 8 9
a6.7
1
7 6,7
a-05",7
7-aGrr
Qgs, V(0
a
Q $5 vvs-
1�3
/
,„
g �"-/5�
- ,�
`f - /5
RFPxAcrs Q9SV*
j:
s S -is
- ,
3 - isP
Q
Draw a diagram on the reverse side of this form showing map location of the site and the
location (direction and distance) of each well with respect to the pollution source and to
each other. Indicate sampling schedule, parameters and any changes to schedule.
GW-51
Revised 8/20/84

North Carolina
Depa nt of Environment, Health, and Natur esources
Division of Environmental Managem
Groundwater Section
Well Location: �,P !� /V C-
(Town, Community, Subdivision and Lot No.)
Owner: ='� ��< �rtCP ,eT/
ArlArace
Well Construction
Drilling Contractor f `y /Z
Name
Check Items
Measured
`�
Permit Required ? (Y/N) cs ...................
Location - Distance From: ...................
Water Tight Sewage/waste collection...
Waste disposal (septic tank drain field)
Other Poll. Source ( )
Other Poll. Source ( }
Casino
Type........ ..........................................
Depth...... ......... ......... ......................
..... .... ......
Weight/thickness ••
Height (A.L.S.) .. .... ...................
s alo
Other ( )
'
Drilling Fluids/Additives
Type......................................................
A
.Grout
Type......................................................
Thickness.............................................
Depth ..............................
`
Other ( �sa"�'r `� 23' } ..
Screens
Screened interval................... ...
Other ( 0•0(0" )
Development .........................................
Total Suspended solids ....................
Turbidity................................................
Settleable Solids ...................................
I.D. Plate
Well Contractor .....................................
Abandonment ••••••.••
'
Temporary ..................... :......................
Date /1 � F" %
WELL TYPE N/o^I� o
County
Road/Street
Quad No. v�/G
Serial No. IS -q 7 `t %
Lat. 3 S i 5 3 8 Long. F8 a (a
/ ® 'f
Meets Min. Standards Remarks
Yes I No
(Permit No.4
✓ I
M
(Circle one)
Plastic�Carbon Galv. Stain. St. Other
1
Permanent............................................ pp
A lies to wells constructed after December 1, 1992
GW-36 Rev. 10/92 (Cont. on Reverse)

n CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT- GROUNDWATER SECTION
P.O. BOX 27687 - RALEIGH.N.C. 27611. PHONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY ..
Quad. No. VV& Serial No).0-
Lat..3,6<5__ Long. $,2 .Zfi .5$ Pc
Minor Basin
Basin Code
Header Ent, GW-1 Ent._
DRILLING CONTRACTOR FROEHLING & ROBERTSON, INC.
DRILLER REGISTRATION NUMBER 1045
MW-1
STATE WELL CONSTRUCTION
PERMIT NUMBER: 44-0210-WM-0112
V
1. WELL LOCATION: (Show sketch of the location; below)
Nearest Town: Flat Rock, NC
County: Henderson
(South of Hendersonville, NC)
Depth DRILLING LOG
(Road, Community, or Subdivision and Lot No.)
From To Formation Description
?. OWNER Kettmure Properties, LTD.
ADDRESS US Highway 25
(Street or Route No.)
0 - 35 Residuum - White
Flat Rock, NC 28731
City or Town State Zip Code
Sandy Silt.
`I #
-a.
1. DATE DRILLED 5/18/93 USE OF WELLa for
CUTTINGS COLLECTED ❑ Yes
4. TOTAL DEPTH 35' El NO
5. DOES WELL REPLACE EXISTING WELL? ® Yes ❑ No
6. STATIC WATER LEVEL: 34 FT. ❑ above TOP OF CASING,
-
❑ below
a^-t
TOP OF CASING IS FT. ABOVE LAND SURFACE.
-�
7. YIELD (gpm): ---- METHOD OF TEST --
-..t
C10
S. WATER ZONES (depth): 34'
<
9. CHLORINATION:
Type
Amount
10. CASING:
Wall Thickness
Depth
Diameter or Weight/Ft. Material
From 0
To
5
Ft.
From
To
Ft.
From
To
Ft.
11. GROUT:
Depth
Material Method
From 0
To
20
Ft.
SACKCRETE HAND
From 20
To
23
Ft.
BENTONITE HAND
12. SCREEN:
If additional space is needed use back of form.
LOCATION SKETCH
(Show direction and distance from at least two State Roads,
or other map reference points)
Depth
Diameter Slot Size
Material
25
35
211 in. 0.010
PVC
From
To
Ft. in.
From
To
Ft. in. in.
From
To
Ft. in. in.
13. GRAVEL PACK:
Depth
Slze ". Material
From 23
To 35
Ft. SA�iR a -"'
�
fl - 1 ml� 11�
I�
Ilo
na— , " ri �, P
4IP
iCOPYiOFVTHS RECO OONSrr C T D E WELL OWNER.15 CAC 2 W LL CONSTRUCTION
._
-- SIGNATURE OF CONTR ,TOR OR AGENT DATE
,_� ,1 n nr C n 4 -

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1WO 0 1000 2wo SOlxi t-'.il ,rxd\ kFl

WELL NO.: Q85w6
I
KENMURE PROPERTIES, INC.
COUNTY: HENDERSOP,
DATE SAMPLED
ALKALINITY,TO pH 4.5
ALKALINITY,TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHROMIUM,TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
COPPER
CYANIDE
DISSOLVED SOLIDS
FLUORIDE
HARDNESS CaCo3
HARDNESS, NON CARB
IRON
LEAD
LITHIUM
M BAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
NITROGEN, KJELDAHL
NITRATE & NITRITE
ORGANIC SCAN
ORTHOPHOSPHATE
pH
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIF. CONDUCTANCE
SULFATE
TOC (UNFILTERED)
TOX
TSS
VOC
ZINC
STATIC WATER LEVEL
Red Ink=Sample taken by facility
v� r_ 0A,

WELL NO. V.'/ C0
COUNTY: I� E N D C= R s o /-1
DATE SAMPLED
1- `S, pv
yl - 6--
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
COPPER
CYANIDE
DISSOLVED SOLIDS
FLUORIDE
HARDNESS CaCo3
HARDNESS, NON CARB
IRON
LEAD
LITHIUM
Red Ink = Sample taken by facility
�� ��� DRY

WELL NO. W
i
COUNTY: f4 e ND6/' S°on1
DATE SAMPLED
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
NITROGEN, KJELDAHL
NITRATE & NITRITE
ORGANIC SCAN
PH
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIF. CONDUCTANCE
SULFATE
TOC (UNFILTERED)
TOX
TSS
VOC
ZINC
STATIC WATER LEVEL
Red Ink = Sample taken by facility

WELL NO. C VV % COUNTY:
DATE SAMPLED
1
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
COPPER
CYANIDE
DISSOLVED SOLIDS
FLUORIDE
HARDNESS CaCo3
HARDNESS, NON CARB
IRON
LEAD
LITHIUM
Red Ink = Sample taken by facility

j 1
WELL NO. 6P COUNTY: C/yy6 S ®�%.
DATE SAMPLED
I/-/'1-17
IN7-17
Il-3
�
1
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
NITROGEN, KJELDAHL
NITRATE & NITRITE
ORGANIC SCAN
PH
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIF. CONDUCTANCE
SULFATE
TOC (UNFILTERED)
TOX
TSS
VOC
ZINC
STATIC WATER LEVEL
Red Ink = Sample taken by facility

DATE SAMPLED
A KALINITY, TO pH 4,5
ALKALINITY, TO pH 8.3
_
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
_
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHFOMIL'.M. TOTAL
COBALT
_Q._v
COD
COLIFORM, FECAL
v
J _
J
COLIFORM, TOTAL
COPPER
_
CYANIDE
_
DISSOLVED SOLIDS
FLUORIDE
HARDNESS CaCu,,
HARDNESS, NON -CARBONATE
TRON
LEAD
--
LITHIUM
i
Red Ink = Sample taken by facility

DATE SAMPLED
MBAS
�A,
�
MAGNESIUM
MANGANESE
MERCURY
NICF:EL
�f
NITROGEN, AMMONIA
NITROGEN, KJELDAHL
NITRATE & NITRITE
ORGANIC SCAN
PH
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
J
J
SILVER
SODIUM
SPECIFIC CONDUCTANCE
SULFATE
TOC (UNFILTERED)
TOX
TSS
VOC
_
ZINC
it
1/
i
STATIC WATER LEVEL

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,14T OF NATURAL RES 3S AND COMMUNITY DEVELOPMENT
_ VIRONMENTAL MANAGEMENT 3ROUNDWATER SECTION
�. BOX 27887 - RALEIGH,N.C. 27611. PHONE [phone]
v WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR
FOR OFFICE USE ONL
Quad. No. 085W J% Serial No,
Lat.J,T'A5-36-Long. MZiU
Minor Basin
Basin Code
Header Ent. GW-1 Ent._
-T -
DRILLER REGISTRATION NUMBER 421
STATE WELL CONSTRUCTION
PERMIT NUMBER: 44-0210-WM-0034
I. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Rock
County:
Henderson
Fairway Village II - Kenmure
Depth
DRILLING LOG
(Road, Community, or Subdivision and Lot No.)
From To
Formation Description
�. OWNER Kenmure Properties, Inc.
P.O.-Box 537
0 14
Light grey -,fine SAND, traces
ADDRESS
(Street or Route No.)
Flat Rock NC 28731
fine to medium mica and silt
14 19
Greyish -tan SILT, a little fj
City or Town State Zip Code
mica, trace of fine sand
'. DATE DRILLED 10-28-87 USE OF WELL. Mon 1'or
TOTAL DEPTH 57' CUTTINGS COLLECTED N1 Yes ❑ No
19 29
Greyish -brown fine to medium
Se , trace of fine mica and
i. DOES WELL REPLACE EXISTING WELL? El Yes © No
i. STATIC WATER LEVEL: 45 ' FT. 0 above TOP OF CASING,
29 34
Lictht brown fine to medium SA
® below
a little silt, trace of fine
TOP OF CASING IS 0' FT. ABOVE LAND SURFACE.
'. YIELD (gpm): NSA METHOD OF TEST NZA
'14 39
.i +- g=p`-r fine to Medium SAN
a little silt, trace of fine
I. WATER ZONES (depth): 45' -57'
MtQ
i. CHLORINATION: Type N/A Amount _N/A
0. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0 To - 42 Ft. 2" Sch 40 PVC
From -To-Ft.-
From To Ft.
1. GROUT:
Depth Material
From O To -40 Ft Mortar Mix
From To Ft.
2. SCREEN
Method
39 44 Grny fine to medium SAND, a
little fine to medium mica,
trace of silt
If additional spa�R%tkAW u% bWtftform.
LOCATION SKETCH
(Show direction and distance from at -least two State Roads,
or other map reference points)
Wet► NQ85 9)2
O W6u &.3
O
Depth Diameter Slot Size MaterialV;0
From -42 To -57 Ft. 2 in. .010 in. PVC
From To Ft. in. in. /
From To Ft. in._in.
3. GRAVEL PACK:
Depth Size Material
From -41 To -57 Ft. 30-40 SAND
From To Ft.,
4. REMARKS: Permitted for septic tank -underground sand filter,
I DO HEREBY CERTIFY THAT THIS WELL W E.D I A ORDA C WITH 15 NCAC 2C, WELL CONS -
STANDARDS, AND THAT A COPY OF THIS R I LL OWNER.
SI A RE lF CONTR CT OR GENT DATE
GW-1 Revised 11/84 Submit original tc Div' io of nvironmental Management and copy tc

North Carolina
Department of Environment, Health. & Natural Resources
Division of Environmental Management
Groundwater Section
P.O. Box 2953r- Raleigh, N.C. 276Z6—o63s-
WELL ABANDONMENT REC RD
CONTRACTOR .#
REG_ No -
I. WELL LOCH
Nearest
01 Ene location on back of form.)
County Buncombe
bdivision, Lot No.► g a rat a i
2.OWNER Kenmure Properties, L'td.
& ADDRESS: 100 Kenmure Dr F 1 a Rn k
4• TOPOGRAPHY.- draw, slope, hilltop, valley, flat
5. USE OF WELL': Monitnr DATE: LtaL9_cL
6. TOTAL DEPTH: V7' DIAMETER 2_
u+Vw at
Flat
7. CASING REMOVED:
test diameter
8. SEALING MATERIAL,:
Neat cementend cement
bags of cement bags of cement
gals. of water yds. of sand
gals. of water 3.0
i�lhg
Type material Saccrete sand mix
Amount_ 3. baas f 280 1bs )
9. EXPLAIN METHOD EMPLACEMENT OF MATERIAL.
Hand mixed sand cementj funnelpoured
into well. casin
WELL DIAGRAM: Draw a detailed sketch of
the well showing total depth, depth and dia-
meter of screens remaining in the well, gravel
interval. intervals of casing Perforations, and
depths and types of illl materials used.
3o _ c/o 54"d - 4 a +-0 5-7
N PV i.
• o►o Sle+
I do hereby certify that this well abandonment record is true and exact.
Signature of Contractor ooAgent -
Date
WELL LOCATION: Draw a location sketch on the reverse of this sheet, showing the direc-
tion and distance of the well to at least two (2) nearby reference points
Ouch as roads. intersections and streams. Identity roads with State High
way road identification numbers.
Submit original to the Division of Environmental Management, one ropy to the
and one copy to the owner.
.: APR 251995 rn
GW 30 Revised 3/8/90 ira^fat tuE F irE �_

uEpAft4M 60 NA R OFC E USE
'40" tw "MkISWAL MAii f t
_.
lso. tbo>t tbbi:lAtAiEkliifJ . 4iaii : iR Cdiii i3 &bi3 Oued No 085%# Serla►,
Lat.
�f%{3 Minor Basin
' n WELL CONStRUCTION RECORD Basin Code
t% Header Ent. aw-1 Ent:.
DRILLING CONTRACTOR Fr ling & Robertson, In
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER 421 PERMIT NUMBER: 44-0210-WM-0034
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Mc!k County: Henderson _ —Fairway Village II - RPrmmra Depth DRILLING LOG
(Road, Community. or Subdivision and Lot No.)
From To Formation Description
2. OWNER — Kenmore l?roperties, Inc
ADDRESS P-O. Box 537 0 14 Light grey fine SAND, trace_
(Street or Route No.)fi
Flat Rock NC 28731ne to medium mica jli
and t l `
Glllu
City or Town State Zip Code 14 19 Greyish -tan SILT, a little
3. DATE DRILLED __ 10-29-R7 USE OF WELL. Mon ter mica, trace of fine sand
4. TOTAL DEPTH 570 CUTTINGS COLLECTED ® Yes ❑ No 19 29 Greyish -brown fine to media.
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No MR, trace of fine mica an
S. STATIC WATER LEVEL: 451 FT. ❑ above TOP OF CASINGbelow. 29 34 Light brown fine to medium F
TOP OF CASING IS 0 FT. ABOVE LAND SURFACE. a little silt, trace of fine
mic
7. YIELD (gpm)- N/A METHOD OF TEST N/A 34 T. ? ght gre r- fine fo moa; m
8. WATER ZONES (depth): 45' -57
a little silt trace of fin•
mtca
39 44 Grey finp tom diem R Nn, a
9. CHLORINATION: Type _jZlittle fine to medium mica,
trace Amount N/A trace of silt
10. CASING: If additional spaER i� NA M CIF form.
Depth Diameter o81Thickness Material
LOCATION SKETCH
From 0 To"42 Ft. 2" Sc_ h 40 PVC _ (Show direction and distance from at least two State Roads,
From To Ft. or other map reference points)
From To Ft.
11. GROUT:
Depth Material Method
From C To -40 Ft. Mortar Mix Nell r:0.2
From To Ft. {)2....
12. SCREEN: O w�� No• 3
Depth Diameter Slot Size Material O
From -42 To —57 Ft. 2 in. .010 In. PVC
From To Ft. In. in. ti
From To Ff. In. In.
I�y
13. GRAVEL PACK:
Depth Size Material
From -41 To -57 Ft. 30-40 SAND
From To Ft.
14. REMARKS: Permitted for e tic tank T n
DO HEREBY CERTIFY THAT THIS WELL WA ED I gAORDA�C WITH 15 NCAC 2C. WELL CONS'
%STANDARDS, AND THAT A COPY OF THIS 9EC Q -V LL OWNER.
0vrrn r UMC yr tlt-" 1 rt ZoN
UH GENT DATE
GW-1 Revised 1 t/84 Submit original to 01v ira Ironmentai Management and copy tr

DATE SAMPLED
7'
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
7
�'
COPPER
CYANIDE
DISSOLVED SOLIDS'
FLUORIDE
HARDNESS CaCo,
HARDNESS, NON -CARBONATE
IRON
LEAD
LITHIUM
Red Ink = Sample taken by facility

COUNTY %iC- NQDL'So>
DATE SAMPLED
!f'
MBAS
MAGNESIUM'
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
NITROGEN, KJELDAHL
NITRATE & NITRITE
IV03
of
�
', y' 3
ORGANIC SCAN
pH•
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIFIC CONDUCTANCE
SULFATE
TOC (UNFILTERED)
3,0
TOX
TSS
vac
ZINC
STATIC «ATER LEVEL

DATE SPIPLEn
kLKALINITY TO PH 4.5
ALKALINITY, TO PH 8.3
LLUMINUM -
,RSENIC
i
!ARI UM
ICARBONATE
ADMIUM
ALCI UM
U'MONATE
MORIDE
/2, Q
3
IROMIUM, TOTAL
)D
I
)LIFORMFECAL
� D
� �
�
�
r 00,
-
( .Z
)LIFORM TOTAL
I a
)PPER
!ANIDE
:SSOLVED SOLIDS
�Dr17
z.0
�• L`
7 7.0
"z Y12 0
,UORI DE
!
iRDNESS, CaCO
LRDNESS NON -CARBONATE
ON
AD
1
_
S
,GNESITJM
-
-
I-,-
RCURY
1�
l
_
CKLE
��_

(Continued) --
CIM
iTE SAIPLED
7-55 -i -0
_ '
MIT
(
NITROGEN KJELDAH
t.
NITRATE & NITRITE.
9 r J
`J
3.J
3
2 3
ORGANIC SCAN
!
pH
'73
PHENOLS
?HOSPHORUS, TOTAL
DOTASSIUM
ELENI UM
_
I LVER
;ODIUM
-
;PECIFIC CONDUCTANCE
iULFATE
1
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L 0 G I lt I N
COMPANY NAME:
Hydrologic -Asheville,
Inc
HYDROLOGIC PROTECT' NUMBER:
EL932818
HYDROLOGIC SAMPLE NUMBER:
23406
SAMPLE IDE[1rIFICATION:
MW-3
DATE SAMPLED:
11/9/93
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
11/15/93
EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Benzene
71-43-2
1.0
BDL
Branobenzene
108-86-1
1.0
BDL
Brcanochloramethane
74-97-5
1.0
BDL
Bratadichloranethane
75-27-4
1.0
BDL
Branoform
75-25-2
1.0
BDL
Brancmnethane
74-83-9
1.0
BDL
n-Butylbenzene
104-51-8
1.0
BDL
sec-Butylbenzene
135-98-8
1.0
BDL
test-Butylbenzene
98-06-6
1.0
BDL
Carbon tetrachloride
56-23-5
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
Chloroethane
75-00-3
1.0
BDL
Chloroform
67-66-3
1.0
BDL
Chloranethane
74-87-3
1.0
BDL
2-Chlorotoluene
95-45-8
1.0
BDL
4-Chlorotoluene
106-43-4
1.0
BDL
Dibranochlorcanethane
124-48-1
1.0
BDL
1,2-Dibrano-3-chloroprcpane
96-12-8
1.0
BDL
1,2-Dibrcu methane (EDB)
106-93-4
1.0
BDL
Dibromumethane
74-95-3
1.0
BDL
1,2-Dichlorobenzene
95-50-1
1.0
BDL
1,3-Dichlorcbenzene
541-73-1
1.0
BDL
1,4-Dichlorobenzene
106-46-7
1.0
BDL
Dichlorodifluorcanethane
75-71-8
1.0
BDL
1,1-Dichloroethane
75-34-3
1.0
BDL
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

CCHP}jNy NAME: HyClrolog1C Asnevl-tte, 1iu:
HYDROLOGIC PRWECr NUMBER: FL932818
HYDROLOGIC SAMPLE NUMBER: 23406
SAMPLE IDENTIFICATION: MW-3
DATE SAMPLED: 11/9/93
METHM EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( u9/1)
( u9/1)
1,2-Dichloroethane
107-06-2
1.0
BDL
1,1-Dichloroethene
75-35-4
1.0
BDL
cis-1,2-Dichloroethene
156-59-4
1.0
BDL
trans-1,2-Dichloroethene
156-60-5
1.0
BDL
1,2-Dichlorcprcpane
78-87-5
1.0
BDL
1,3-Dichlorcprcpane
142-28-9
1.0
BDL
2,2-Dichlorcprcpane
590-20-7
1.0
BDL
1,1-Dichloropropene
563-58-6
1.0
BDL
cis- 1, 3-Dichloropropene
10061-01-5
1.0
BDL
trans-1,3-Dichloropropene
10061-02-6
1.0
BDL
Ethylbenzene
100-41-4
1.0
BDL
Hexachlorobutadiene
87-68-3
1.0
BDL
isopropylbenzene
98-82-8
1.0
BDL
p--Isopropyltoluene
99-87-6
1.0
BDL
Methylene Chloride
75-09-2
1.0
BDL
Naphthalene
91-20-3
1.0
BDL
n-Propylbenzene
103-65-1
1.0
BDL
Styrene
100-42-5
1.0
BDL
1,1,1,2-hetrachloroethane
630-20-6
1.0
BDL
1,1,2,2-Petrachloroethane
79-34-5
1.0
BDL
Tetrachloroethene
127-18-4
1.0
BDL
Toluene
108-88-3
1.0
BDL
1,2,3--Trichlorobenzene
87-61-6
1.0
BDL
1,2,4-Trichlorcbenzene
120-82-1
1.0
BDL
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

0 G
I C
N
Page 3 continued
COMPANY NAME:
Hydrologic -Asheville,
Inc
HYDROLOGIC PRWBCT NDMBER:
F1932818
HYDROLOGIC SAMPLE NUMBER:
23406
SAMPLE IDENTIFICATION:
W-3
DATE SAMPLED:
11/9/93
METHOD EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( u9/1)
1, 1, 1-Trichloroethane
71-55-6
1.0
BDL
1,1,2-Trichloroethane
79-00-5
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
Trichlorofluoromethane
75-69-4
1.0
BDL
1,2,3--Trichloropropane
96-18-4
1.0
BDL
1,2,4-Trimethylbenzene
95-63-6
1.0
BDL
1,3,5-Jrrimethylbenzene
108-67-8
1.0
BDL
Vinyl Chloride
75-01-4
1.0
BDL
Xylenes (total)
1330-20-7
1.0
BDL
Dichloranethane
75-09-2
1.0
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

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1
L 0
COMPANY NAME.
Hydrologic. -Asheville, Inc
COMPANY PROJECT:
Kexmnire
HYDROLOGIC PROJECT NUNIDER:
FL920191
HYDROLOGIC SAMPLE NUMBER:
10668
SAMPLE IDENTIFICATION:
#3-Q85W3
DATE SAMPLED:
11/27/92
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
12/07/92
NEMW EPA
502.2
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/lj
Benzene
71-43-2
0.5
BDL_
Brcmobenzene
108-86-1
0.5
BDL
Bramochlorcanethane
74-97-5
0.5
BDL
Bromodichlorcu ethane
75-27-4
0.5
BDL
Bromoform
75-25-2
0.5
BDL
Brancmthane
74-83-9
0.5
BDL
n-Butylbenzene
104-51-8
0.5
BDL
sec-Butylbenzene
135-98-8
0.5
BDL
tert-Butylbenzene
98-06-6
05
BDL
Carbon tetrachloride
56-23-5
0.5
BDL
Chlorobenzene
108-90-7
0.5
BDL
Chloroethane
75-00-3
0.5
BDL
Chloroform
67-66-3
0.5
BDL
Chloromethane
74-87-3
0.5
BDL
2-Chlorotoluene
95-45-8
0.5
BDL
4-Chlorotoluene
106-43-4
0.5
BDL
Dibromochlorarkethane
124-48-1
0.5
BDL
1,2-Dibromo-3-chlorcpropane
96-12-8
0.5
BDL
1,2-Dibrcancuethane (EDB)
106-93-4
0.5
BDL
Dibranm-ethane
74-95-3
0.5
BDL
1,2-Dichlorobenzene
95-50-1
0.5
BDL
13-Dichlorobenzene
541-73-1
0.5
BDL
1,4-Dichlorobenzene
106-46-7
0.5
BDL
Dichlorodfluoromethane
75-71-8
0.5
BDL
1,1-Dichloroethane
75-34-3
0.5
BDL
1003 Twilight Trail • Frankfort, Ky. 40601 • [phone]
FAX: [phone] • Toll Free: 1-800-728-2251

D R 0 L 0 G
Page 2 continued
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT':
Kenmoure
HYDROLOGIC PROJECT NUMBER:
EL920191
HYDROLOGIC SAMPLE NUMBER:
10668
SAMPLE IDENTIFICATION:
#3-Q85W3
DATE SAMPLED:
11/27/92
NMOD EPA
502.2
ANALYSIS
CAS NO.
SDL
RESULT
( u9/1)
( u9/1)
1,2-Dichloroethene
107-06-2
0.5
BDL
1,1-Dichloroethene
75-35-4
0.5
BDL
cis-1,2-Dichloroethene
156-59-4
0.5
BDL
trans-1,2-Dichloroethene
156-60-5
0.5
BDL
1,2-Dichloropropane
78-87-5
0.5
BDL
1,3-Dichloropropane
142-28-9
0.5
BDL
2,2-Dichloropropane
590-20-7
0.5
BDL
1,1-Dichloropropene
563-58-6
0.5
BDL
cis-1,3-Dichloropropene
10061-01-5
0.5
BDL
trans-1,3-Dichloropropene
10061-02-6
0.5
BDL
Ethylbenzene
100-41-4
0.5
BDL
Hexachlorobutadiene
87-68-3
0.5
BDL
Iscpropylbenzene
98-82-8
0.5
BDL
p-Isopropyltoluene '
99-87-6
0.5
BDL
Methylene Chloride
75-09-2
0.5
BDL
Naphthalene
91-20-3
0.5
BDL
n-Propylbenzene
103-65-1
0.5
BDL
Styrene
100-42-5
0.5
BDL
1,1,1,2-Tetrachloroethane
630-20-6
0.5
BDL
1,1,2,2-Tetrachloroethane
79-34-5
0.5
BDL
Tetrachloroethene
127-18-4
0.5
BDL
Toluene
108-88-3
0.5
BDL
1,2,3-Trichlorobenzene
87-61-6
0.5
BDL
1,2,4-Trichlorcbenzene
120-82-1
0.5
BDL
1003 Twilight Trail • Frankfort, Ky. 40601 [phone] • FAX: [phone] • Toll Free: 1-800-728-2251

L 0 G N t
Page 3 continued
COMPANY NAME;
Hydrologic -Asheville, Inc
COMPANY PROJECT:
KerfimWe
HYDROLOGIC PROJECT NUMBER:
EL920191
HYDROLOGIC SAMPLE NUMBER:
10668
SAMPLE IDENTIFICATION:
#3-Q85W3
DATE SAMPLED:
11/27/92
METHOD EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
1,1,1-Trichloroethane
71-55-6
0.5
BDL
1,1,2-Trichloroethane
79-00-5
0.5
BDL
Trichloroethene
79-01-6
0.5
BDL
Trichlorofluorarethane
75-69-4
0.5
BDL
1,2,3-Trichloropropane
96-18-4
0.5
BDL
1,2,4-Trimethylbenzene
95-63-6
0.5
BDL
1,3,5-Trimethylbenzene
108-67-8
0.5
BDL
Vinyl Chloride
75-01-4
0.5
BDL
Xylenes (total)
1330-20-7
0.5
BDL
BDL = Below Sample Detection
Limit
SDL = Sample Detection Limit
1003 Twilight Trail Frankfort, Ky. 40601 [phone] FAX: [phone] • Toll Free: 1-800-728-2251

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HydroLogic, Inc.
122 Lyman Street
Asheville, NC 28801
CONTROL #: 6343
RECEIVED : 12/04/91
ANALYZED : 12/06/91
SAMPLED : 11/26/91
METHOD 502.2
AW
December 17, 1991
LABORATORY RESULTS
SAMPLE ID:
KENMORE #3
MATRIX :
WATER
METHOD :
502.2
METHOD :
604-611
PARAMETER
AMOUNT
UNITS
BENZENE
0.064
ug/L
BROMOBENZENE
ND<0.006
of
BROMODICHLOROMETHANE
ND<0.01
if
BROMODICHLOROMETHANE
ND<0.02
to
BROMOFORM
ND< 1.6
"
BROMOMETHANE
ND< 1.1
"'q
n-BUTYLBENZENE
ND<0.02
sec—BUTYLBENZENE
ND<0.02
tert—BUTYLBENZENE
ND<0.06
G,
CARBON TETRACHLORIDE
ND<0.01
�fer`<'��D
CHLOROBENZENE
ND<0.003
CHLOROETHANE
ND<0.1
if
CHLOROFORM
ND<0.02
"
CHLOROMETHANE
ND<.03
"
P.O. Box 4204 9 1003 Twilight Trail • Frankfort, Ky 40604 • [phone] Work 9 [phone] Mobile

#6343
PARAMETER
AMOUNT
UNITS
2-CHLOROTOLUENE
ND<0.01
ug/L
4-CHLOROTOLUENE
ND<0.01
01
DIBROMOCHLOROMETHANE
ND<0.03
it,
1,2-DIBROMO-3-CHLOROPROPANE
ND< 3.0
if
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ND<0.8
to
DIBROMOMETHANE
ND< 2.2
of
1,2-DICHLOROBENZENE
ND<0.02
of
1,3-DICHLOROBENZENE
ND<0.02
if
1,4-DICHLOROBENZENE
ND<0.007
If
DICHLORODIFLUOROMETHANE
ND<.05
if
1,1-DICHLOROETHANE
ND<0.07
it
1,2-DICHLOROETHANE
ND<0.03
it
1,1-DICHLOROETHENE
ND<0.07
if
cis-1,2-DICHLOROETHENE
ND<0.02
If
trans-1,2-DICHLOROETHENE
ND<0.05
if
1,2-DICHLOROPROPANE
ND<0.006
if
1,3-DICHLOROPROPANE
ND<0.03
of
2,2-DICHLOROPROPANE
ND<0.05
it
1,1-DICHLOROPROPENE
ND<0.02
if
ETHYLBENZENE
ND<0.005
it
HEXACHLOROBUTADIENE
ND<0.02
to
ISOPROPYLBENZENE
ND<0.05
it
p-ISOPROPYLTOLUENE
ND<0.01
to
METHYLENE CHLORIDE
ND<0.02
it
NAPHTHALENE
ND<0.06
if
1A

#6343
PARAMETER
AMOUNT
UNITS
n-PROPYLBENZENE
ND<0.004
ug/L
STYRENE
ND<0.01
"
1,1,1,2-TETRACHLOROETHANE
ND<0.005
1,1,2,2-TETRACHLOROETHANE
ND<0.01
TETRACHLOROETHENE
ND<0.04
"
TOLUENE
ND<0.01
"
1,2,3-TRICHLOROBENZENE
ND<0.03
"
1,2,4-TRICHLOROBENZENE
ND<0.03
"
1,1,1-TRICHLOROETHANE
ND<0.03
"
1,1,2-TRICHLOROETHANE
ND<0.03
TRICHLOROETHENE
ND<0.01
TRICHLOROFLUOROMETHANE
ND<0.03
"
1,2,3-TRICHLOROPROPANE
ND<0.4
1,2,4-TRIMETHYLBENZENE
ND<0.05
"
1,3,5-TRIMETHYLBENZENE
ND<0.004
"
VINYL CHLORIDE
ND<.02
o-XYLENE
ND<0.02
"
m-XYLENE
ND<0.01
"
p-XYLENE
ND<0.01
"
REVIEWED BY ^�7 •'l ��-1%644L }

#6343
METHOD 6.04
PARAMETER
AMOUNT
UNITS
2-CHLOROPHENOL
ND<0.31
ug/L
2-NITROPHENOL
ND<0.45
ug/L
PHENOL
ND<0.14
ug/L
2,4-DIMETHYLPHENOL
ND<0.32
ug/L
2,4-DICHLOROPHENOL
ND<0.39
ug/L
2,4,6-TRICHLOROPHENOL
ND<0.64
ug/L
4-CHLORO-3-METHYLPHENOL
ND<0.36
ug/L
2,4-DINITROPHENOL
ND<13.0
ug/L
2-METHYL-4,6-DINITROPHENOL
ND<16.0
ug/L
PENTACHLOROPHENOL
ND< 7.4
ug/L
4-NITROPHENOL
ND<2.8
ug/L
METHOD 611
PARAMETER
AMOUNT
UNITS
BIS(2-CHLOROISOPROPYL)ETHER
ND<0.8
ug/L
BIS(2-CHLOROETHYL)ETHER
ND<0.3
ug/L
BIS(2-CHLOROETHOXY)METHANE
ND<0.5
ug/L
4-CHLOROPHENYL PHENYL ETHER
ND<3.9
ug/L
4-BROMOPHENYL PHENYL ETHER
ND<2.3
ug/L
REVIEWED BY
'1 G

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AS S SPEC SERVICES
INC.I N C
Environmental Analytical Laboratory
�I f
.
1003 Twilight Trail
P.O. Box 4204
Frankfort, Kentucky 40604
[phone]
March 18,
1991
HYDROLOGICS INC.
P.O. BOX 18029
ASHVILLE, NC. 28814-0029
LABORATORY
RESULTS
MSS #: 4954 SAMPLE
ID: #3
RECEIVED: 3 11 91 MATRIX:
WATER
ANALYZED: 3/13/91 METHOD:
8240
PARAMETER
AMOUNT
UNITS
ACETONE
ND<100*
ug/L
ACROLEIN
ND<50
ACRYLONITRILE
BENZENE
4.3
BROMODICHLOROMETHANE
ND< 5
"
BROMOFORM
11
BROMOMETHANE
ND<10
"
2-BUTANONE
ND<10
CARBON DISULFIDE
ND< 5
"
CARBON TETRACHLORIDE "E
ND< 5
CHLOROBENZENE°r >
CHLOROETHANE �:g
ND<10
"
2-CHLORO ETHYL VINYL ETH ®
CHLOROFORM
ND< 5
"
7

PARAMETER
AMOUNT
UNITS
CHLOROMETHANE
ND<10
ug/L
DIBROMOCHLOROMETHANE
ND< 5
DIBROMOMETHANE
19"
1,4-DICHLORO-2-BUTANE,
ND< 5
"
DICHLORODIFLUOROMETHANE
ND<10
112-DICHLOROBENZENE
ND< 5
1,3-DICHLOROBENZENE
go
1,4-DICHLOROBENZENE
ND< 5
"
1,1-DICHLOROETHANE
if"
1,2-DICHLOROETHANE
go"
1,1-DICHLOROETHENE
go
trans-1,2-DICHLOROETHENE
if"
1,2-DICHLOROPROPANE
91
cis-1,3-DICHLOROPROPENE
of
trans-1,3-DICHLOROPROPENE
of
"
ETHANOL
ND<100
"
ETHYLBENZENE
ND< 5
"
ETHYL METHACRYLATE
ND<10
2-HEXANONE
ND<50
IODOMETHANE
ND<10
"
METHYLENE CHLORIDE
ND< 5
"
4-METHYL-2-PENTANONE
ND<50
"
STYRENE
ND<10
"
1,1,2,2-TETRACHLOROETHANE
TETRACHLOROETHYLENE
if"
TOLUENE
ND< 5
m

PARAMETER
AMOUNT
UNITS
1,1,1-TRICHLOROETHANE
ND< 5
ug/L
1,1,2-TRICHLOROETHANE
"
TRICHLOROETHYLENE
TRICHLOROFLUOROMETHANE
"
VINYL CHLORIDE
ND<10
XYLENE (TOTAL)
ND< 5
"
SURROGATE RECOVERIES
1,2-DICHLOROETHANE-D4
92%
TOLUENE-D8
108%
BROMOFLUOROBENZENE
98%
ANALYSIS BY
REVIEWED BY/��
G
*SW 846 METHOD 8240 PRACTICAL
QUANTITATION LIMITS

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-..,-OF NATURAL RESt, 'S AND COMMUNITY DEVELOPMENT
,iRONIrENTAL MANAGEMEN' -GROUNDWATER SECTION
aox 27687 - RALEIGH,N.C. 27811. PHONE [phone]- %
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad. No. 085v J� Serial
�No.&
Lat. �3c] f�� 1 g Long. •• -2A& !N,
Minor Basin
Basin Code
Header Ent. GW-1 Ent._
DRILLING CONTRACTOR Froehling & Robertson, Inc.
GRILLER REGISTRATION NUMBER 421 STATE WELL CONSTRUCTION
PERMIT NUMBER: 44-0210-WM-0036
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Rock Count
(Road, Community, or Subdivision and Lot No.)
2. OWNER _ Kenmure Properties, Inc
ADDRESS P. O.-Box 537
(Street or Route No.
Flat Rock NC 28731
City or Town State Zip Code
3. DATE DRILLED 10-29-87 USE OF WELL. Monitor
4. TOTAL DEPTH 291 CUTTINGS COLLECTED ElYes ElNo
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
3. STATIC WATER LEVEL: 22 FT. ❑ above TOP OF CASING,
TOP OF CASING IS B below
1 FT. ABOVE LAND SURFACE.
7. YIELD (gpm): NZA METHOD OF TEST N/A
3. WATER ZONES (depth): 22'-29'
1. CHLORINATION: Type N/A Amount N/A
0. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From +l To -21— Ft. 211 Sch 40 PVC
From To Ft.
From To Ft.
1. GROUT:
Depth Material
From 0 To -17 Ft. Mortar Mix
From To Ft.
2. SCREEN
Depth Diameter
From -19 To -29 Ft. 211 in.
From To Ft. in.
From To Ft. in.
i. GRAVEL PACK:
Slot Size Material
.010 in. PVC
in.
in.
Y•
If additional space is needed Use back of form
LOCATION SKETCH
(Show direction and_dist4nce'from at least two State Roi
or other map (efetence poinis)
Depth Size Material
From -18 To -29 Ft. 30-40 SAND
From To Ft. ,
REMARKS: Permitted for septic tan underground sand filter
C C)Nx�o
O
VICIJ, Np, s
DO HEREBY CERTIFY THAT THIS WELL WAS C ST TED I R ANC W, H 15 CAC 2C, WELL CONSTRUCTI(
STANDARDS, AND THAT A COPY OF THIS R OR P A rr11 /
Cam'
Sl NATURE O ,..0 NTRA OR OR A ENT` ATE
W-1 Revised 11/84 Submit original to Division of Enviro e I Management and copy to well owr

North Carolina,
Departmen-+-f Environment. "y
Health, & Natures Resources
Division of Environmental Management
Groundwater Section
P.O. Box 29535-. Raleigh. N.C. 27624-ate
.LL ANU_9NMENT II =9-Q r,
COIYIRACLOR Hydrologic, Inc
I. WELL LOCATION:
NeTown:{Show a sketch of the location on back of fon
arest _E1-sit Rokk
Kenmt re Go f Course County
2. OWNER
9.ADDRESS: 100 Kenmure Dr. Flat Rock,
4. TOPOGRAPHY: draw. slope. hilltop, valley. flat
b. USE OF WELL: Monitor DALE: 4/18/95
6. TOTAL DEPTH: 2 —DIAMETER:
7. CASING REMOVED: _
fed dIHJl>l�SL
8. SEALING MATERIAL-
.
NMtC=W,t &ndcement
bags of cement bags of cement
gals. of water yds. of sand
gals. of water 1.5
Dlbfx
TYpe material Sacrete sand mi x
Amount 1.74 bans (139 1 bs )
9. E"LAIN MMOD EMPLACEMENT OF MATERIAL.
Hand, Xed and Cpmant f..,.,,.�
into well casin . urn ed
Q85V4
gua
WELL DIAGRAM: Draw a detaife:d sketch of
the wen showing total depth. depth and dia-
meter of screens remaining in the wen. gravel
intesvai. intervals of casing Perorations, and
depths and types of till materials used.
i do here c t
by atify that this well abandonment record Is true and exact.
T
a11 ipla.
• 010 Sloa- 5,1r-e
PV c_
Signature of Contractor or � ,,
Agent � f 'Y ' • z A Date — �r ,
WELL �.A'nON: �`--_.—'?_"---
Draw a location sketch on the reverse of this sheet. showing the dtrtc•
don and distance of the well to at least two (2) nearby reference points
such as roads. Intersections and streams. Identify roads with State High
way road Identincation numbers.
Submit original to the Division of Environmental Management. one copy to the
and one copy to the owner.
GW-30 Revised 3/8/90
APR 2 51995
T t ON
'':",! OFFICE

Ty raw -am
istRUe ION
�oNfAA�ft . �'roehlin I & Robertson In
I.L N N€CiMAtioN NumgFFj c.
WLL LOCATION: (Show sketch of the location below)
Nddrist Town: Flat mock
(Road. Community, or Subdivision and Lot No.)
7. OWNER Renmure Properties, Inc
ADDRESS P: O: Box S17
Plat Roc) street or Route o.
NC 28731
City or Town State
3. DATE DRILLED 10-29-87 ZIP Code
29 USE OF WELL. Monitor
4. TOTAL DEPTH___________ CUTTINGS COLLECTED
©Yes ❑ No
S. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® N
8. STATIC WATER LEVEL: 22
FT. p above TOP OF CASINO,
TOP OF CASING IS lFT. ABOVE LAND SURFACE.
below
7. YIELD (gpm): N/A- METHOD OF TEST N/A
A. WATER ZONES (depth): 22 r -29 r
9. CHLORINATION: Type N A
Amount Pi/A
10. CASING:
Depth Wall Thickness
From To
Diameter or Weight/Ft. Material
.. +j�
From To Bch 40
---__ Ff._._.__
From To
Ff._________,_
11. GROUT: -- ----
Depth Material
From To -17
_______Ft. Mortar Mix
From To
F t.
12. SCREEN:
Depth Diameter Slot Size
From -19 Material
--------_ To -29 Ft. 2" in O10
--= - _ in. PVC
From _
To Ft.
--- tn' in.
From________ To
13. GRAVEL PACK: �' h
Depth Size
From -18 _ To -29 Ft. 30-40
From
14. REMARKS: PerMi.tteA f.,.. Ft_
__.
1 DO HEREBY CERTIFY THAT THIS WELL WAS
STANDARDS. AND THAT A COPY OF THIS RFrn
Material
SAND
Quad. Noyl 085V
Let. _�
Minor Basin Long.
Basin Code
Header Ent.
QW-1 t
STATE WELL CONSTRUCTION
PERMIT NUMBER: 44-0210-WM_0036
County: Henderson
Depth
From To
DRILLING LOG
Formation Description
if additional space is needed use back of form.
LOCATION SKETCH I
(Show direction and distance from at least tw
or other map refero State Rot
ence points)
G
G OMO
tDIR ANC TH'�15 f�CAC 2C. WELL CONSTRUCTI(
OW-1 Revised 11/84
Submir nr FAI,,w! I.,' ., r1 a Tc

DATE SAMPLED
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
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DATE/TIME ANALYZED:
ANALYSIS
Benzene
Brambenzene
Bromochlorarethane
Bra odichlorcuethane
Brcoofonn
B:ramnethane
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
C hloranethane
2-Chlorotoluene
4-Chlorotoluene
Dibramiochlorcmethane
1,2-Dibrano-3-chloropropane
1,2-Dibranrmthane-(EDB)
Dibrcamnethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoranethane
1,1-Dichloroethane
L 0 G I
Hydrologic -Asheville, Inc
FL932818
23407
MW-5
11/9/93
N/A
11/15/93
CAS NO.
SDL
( u9/1)
71-43-2
1.0
108-86-1
1.0
74-97-5
1.0
75-27-4
1.0
75-25-2
1.0
74-83-9
1.0
104-51-8
1.0
135-98-8
1.0
98-06-6
1.0
56-23-5
1.0
108-90-7
1.0
75-00-3
1.0
67-66-3
1.0
74-87-3
1.0
95-45-8
1.0
106-43-4
1.0
124-48-1
1.0
96-12-8
1.0
106-93-4
1.0
74-95-3
1.0
95-50-1
1.0
541-73-1
1.0
106-46-7
1.0
75-71-8
1.0
75-34-3
1.0
��1h
{ u9/1)
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
N
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

Page
D R
2 continued
106
IM I i•
ANALYSIS
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloroprcpane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloroprcpene
cis- 1, 3-Dichloroprcpene
trans-1,3-Dichlorcpropene
Ethylbenzene
Hexachlorobutadiene
Iscprcpylbenzene
p-Isoprcpyltoluene
Methylene Chloride
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1, 1, 2, 2-11'etrachloroethane
Tetrachloroethens
Toluene
1,2,3-Trichlorobenzene
1,2,4--Trichlorobenzene
L 0 G I
Hydrologic -Asheville, Inc
FL932818
23407
MW-5
11/9/93
NETHM EPA
502.2
CAS NO.
SDL
( u9/1)
107-06-2
1.0
75-35-4
1.0
156-59-4
1.0
156-60-5
1.0
78-87-5
1.0
142-28-9
1.0
590-20-7
1.0
563-58-6
1.0
10061-01-5
1.0
10061-02-6
1.0
100-41-4
1.0
87-68-3
1.0
98-82-8
1.0
99-87-6
1.0
75-09-2
1.0
91-20-3
1.0
103-65-1
1.0
100-42-5
1.0
630-20-6
1.0
79-34-5
1.0
127-18-4
1.0
108-88-3
1.0
87-61-6
1.0
120-82-1
1.0
( ug/1)
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1.13
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1.21
BDL
BDL
BDL
-,17
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

D R L 0 G i C1 N
'Page 3 continued
COMPANY NAME:
Hydrologic -Asheville,
Inc
HYDROLOGIC PROJECT NUMBER:
FL932818
HYDROLOGIC SAMPIE NUMBER:
23407
SAMPLE IDENTIFICATION:
MW-5
DATE SAMPLED:
11/9/93
NEMW EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( u9/1)
( u9/1)
1, 1, 1--Trichloroethane
71-55-6
1.0
BDL
1,1,2-Trichloroethane
79-00-5
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
Trichlorofluorcu ethane
75-69-4
1.0
BDL
1,2,3-firichlorcpropane
96-18-4
1.0
BDL
1,2,4--Trimethylbenzene
95-63-6
1.0
BDL
1,3,5-Trimethylbenzene
108-67-8
1.0
BDL
Vinyl Chloride
75-01-4
1.0
BDL
%ylenes (total)
1330-20-7
1.0
2.11
Dichlorcanethane
75-09-2
1.0
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
.510
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

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!D R 0
L 0 G
I C
I N C '�
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT:
Keermure
HYDROLOGIC PROJECT NUMBER:
FL920191
HYDROLOGIC SAMPLE NUMBER:
10672
SAMPLE IDENTIFICATION:
#5-Q85V4
DATE SAMPLED:
11/24/92
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
12/07/92
METHOD EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( ug11)
( u9/1)
Benzene
71-43-2
0.5
BDL
Brcanobenzene
108-86-1
0.5
BDL
Bromochloranethane
74-97-5
0.5
BDL
Bramodichloroanethane
75-27-4
0.5
BDL
Brcmoform
75-25-2
0.5
BDL
Bramomethane
74-83-9
0.5
BDL
n-Butylbenzene
104-51-8
0.5
BDL
sec-Butylbenzene
135-98-8
0.5
BDL
tert-Butylbenzene
98-06-6
0.5
BDL
Carbon tetrachloride
56-23-5
0.5
BDL
Chlorcbenzene
108-90-7
0.5
BDL
Chloroethane
75-00-3
0.5
BDL
Chloroform
67-66-3
0.5
7.4
Chlorcanethane
74-87-3
0.5
BDL
2-Chlorotoluene
95-45-8
0.5
BDL
4-Chlorotoluene
106-43-4
0.5
BDL
Dibrcmochloromethane
124-48-1
0.5
BDL
1,2-Dibrcano-3-chloropropane
96-12-8
0.5
BDL
1,2-Dibromcmethane (EDB)
106-93-4
0.5
BDL
Dibrcu"wthane
74-95-3
0.5
BDL
1,2-Dichlorobenzene
95-50-1
0.5
BDL
1,3-Dichlorobenzene
541-73-1
0.5
BDL
1,4-Dichlorobenzene
106-46-7
0.5
BDL
Dichlorodifluorcanethane
75-71-8
0.5
BDL
1,1-Dichloroethane
75-34-3
0.5
BDL
1003 Twilight Trail • Frankfort, Ky. 40601 • [phone] • FAX: [phone] • Toll Free: 1-800-728-2251

Page 2 continued
COMPANY NAME:
COMPANY PROJECT:
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
SAMPLE IDENTIFICATION:
DATE SAMPLED:
L 0 G I C I N C
Hydrologic -Asheville, Inc
FL920191
10672
#5-Q85V4
11/24/92
METHOD EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( u9/1)
1,2-Dichloroethane
107-06-2
0.5
BDL
1,1-Dichloroethene
75-35-4
0.5
BDL
cis-1,2-Dichloroethene
156-59-4
0.5
BDL
trans-1,2-Dichloroethene
156-60-5
0.5
BDL
1,2-Dichloropropane
78-87-5
0.5
BDL
1,3-Dichloropropane
142-28-9
0.5
BDL
2,2-Dichloropropane
590-20-7
0.5
BDL
1,1-Dichloropropene
563-58-6
0.5
BDL
cis-1,3-Dichloropropene
10061-01-5
0.5
BDL
trans-1,3-Dichloropropene
10061-02-6
0.5
BDL
Ethylbenzene
100-41-4
0.5
BDL
Hexachlorobutadiene
87-68-3
0.5
BDL
Isopropylbenzene
98-82-8
0.5
BDL
p-Iscpropyltoluene
99-87-6
0.5
BDL
Methylene Chloride
75-09-2
0.5
BDL
Naphthalene
91-20-3
0.5
BDL
n-Propylbenzene
103-65-1
0.5
BDL
Styrene
100-42-5
0.5
BDL
1,1,1,2-Tetrachloroethane
630-20-6
0.5
BDL
1,1,2,2-Tetrachloroethane
79-34-5
0.5
BDL
Tetrachloroethene
127-18-4
0.5
BDL
Toluene
108-88-3
0.5
BDL
1,2,3-Trichlorcbenzene
87-61-6
0.5
BDL
1,2,4-Trichlorobenzene
120-82-1
0.5
BDL
1003 Twilight Trail • Frankfort, Ky. 40601 • [phone] e FAX: [phone] • Toll Free: 1-800-728-2251

R 011 i L 0 G I C `r31, I N C
Page 3 continued
COMPANY NAME: Hydrologic -Asheville, Inc
COMPANY PROJECT: Kermure
HYDROLOGIC PROJECT NUMBER: FL920191
HYDROLOGIC SAMPLE NUMBER: 10672
SAMPLE IDENTIFICATION: #5-Q85V4
DATE SAMPLED: 11/24/92
1,1,1-Trichloroethane
1,1,2-Trichloroethane
Trichloroethene
Trichlorofluora ethane
1,2,3-Trichloropropane
1,2,4-Trimethylbenzene
1,3,5-Trimethylbenzene
Vinyl Chloride
Xylenes (total)
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
71-55-6
0.5
BDL
79-00-5
0.5
BDL
79-01-6
0.5
BDL
75-69-4
0.5
BDL
96-18-4
0.5
BDL
95-63-6
0.5
BDL
108-67-8
0.5
BDL
75-01-4
0.5
BDL
1330-20-7
0.5
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1003 Twilight Trail Frankfort, Ky. 40601 [phone] • FAX: [phone] • Toll Free: 1-800-728-2251

R 0 L 0 G I C 1 N C
COMPANY NAME: Hydrologic -Asheville, Inc
HYDROLOGIC PROJECT NUMBER: EL920323
HYDROLOGIC SAMPLE NUMBER: 11252
SAMPLE IDENTIFICATION: Kenmore Well #5
DATE SAMPLED: 12/16/92
DATE EXTRACTED: N/A
DATE ANALYZED: 12/21/92
METHOD 601
ANALYSIS CAS NO. SDL RESULT
( u9/1) ( u9/1)
Chloroform 67-66-3 0.5 4.3
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1003 Twilight Trail Frankfort, Ky. 40601 [phone] FAX: [phone] • Toll Free: 1-800-728-2251

R 04_ L 0 G I C
COMPANY NAME: Hydrologic -Asheville, Inc
HYDROLOGIC PROJECT NUMBER: EL920323
HYDROLOGIC SAMPLE NUMBER: 11252
SAMPLE IDENTIFICATION:
Kenm re Well #5
DATE SAMPLED:
12/16/92
DATE EXTRACTED:
12/21/92
DATE ANALYZED:
12/21/92
bEMOD 604 by
8270
ANALYSIS
CAS NO.
SDL
RESULT
c ug/1)
c ug/1)
Phenol
108-95-2
0.5
BDL
2-Nitrophenol
88-75-5
0.5
BDL
2,4-Dimethylphenol
105-67-9
0.5
BDL
2,4-Dichlorophenol
120-83-2
0.5
BDL
4-Chloro-3 methylphenol
59-50-7
0.5
BDL
2,4,6-Trichlorophenol
88-06-2
1.0
BDL
2,4-Dinitrophenol
51-28-5
15
BDL
4 Nitrophenol
100-02-7
5
BDL
4,6-Dinitro-2methylphenol
534-52-1
20
BDL
Pentachlorophenol
87-86-5
10
BDL
2-Chlorophenol
95-57-8
0.5
BDL
N C
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1003 Twilight Trail Frankfort, Ky. 40601 • [phone] FAX: [phone] Toll Free: 1-800-728-2251

R 0 L 0 G I C I N C
COMPANY NAME: Hydrologic -Asheville, Inc
HYDROLOGIC PROJECT NUMBER: FL920323
HYDROLOGIC SAMPLE NUMBER: 11252
SAMPLE IDENTIFICATION: Kenmare Well #5
DATE SAMPLED: 12/16/92
DATE EXTRACTED: 12/21/92
DATE ANALYZED: 12/21/92
METHOD 611
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
( ug/1)
Bis(2-Chloroisopropyl)ether
39638-32-9
0.8
BDL
Bis(2-Chloroethyl)ether
111-44-4
0.3
BDL
Bis (2-Chloroethoxy) methane
111-91-1
0.5
BDL
4-Chlorophenol Phenol Ether
3.9
BDL
4-Bromophenol Phenol Ether
2.3
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
1003 Twilight Trail Frankfort, Ky. 40601 • [phone] FAX: [phone] Toll Free: 1-800-728-2251

D R 0 L 0 G I C
COMPANY NAME: Hydrologic -Asheville, Inc
HYDROLOGIC PROJECT NUMBER: EL920323
HYDROLOGIC SAMPLE NUMBER: 11251
SAMPLE IDENTIFICATION: Mars Hill #3
DATE SAMPLED: 12/16/92
DATE EXTRACTED: N/A
DATE ANALYZED: 12/17/92
MLMW 602
ANALYSIS CAS NO. SDL RESULT
( u9/1) ( ug/1)
Benzene 71-43-2 1.0 BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
l lA•J KENJ.S :
1003 Twilight Trail • Frankfort, Ky. 40601 • [phone] FAX: [phone] • Toll Free: 1-800-728-2251

R 0'� L 0 G I C I N C
COMPANY NAME:
Hydrologic -Asheville, Inc
HYDROLOGIC PROJECT NUMBER:
EL920323
HYDROLOGIC SAMPLE NUMBER:
11251
SAMPLE IDENTIFICATION:
Mars Hill #3
DATE SAMPLED:
12/16/92
DATE EXTRACTED:
12/21/92
DATE ANALYZED:
12/21/92
MMOiD 604 by 8270
ANALYSIS
CAS NO.
SDL
RESULT
( u9/1)
( u9/1)
Phenol
108-95-2
0.5
BDL
2 Nitrophenol
88-75-5
0.5
BDL
2,4-Dimethylphenol
105-67-9
0.5
BDL
2,4-Dichlorophenol
120-83-2
0.5
BDL
4-Chloro-3 methylphenol
59-50-7
0.5
BDL
2,4,6-Trichlorophenol
88-06-2
1.0
BDL
2,4-Dinitrophenol
51-28-5
15
BDL
4-Nitrophenol
100-02-7
5
BDL
4,6-Dinitro-2-methylphenol
534-52-1
20
BDL
Pentachloraphenol
87-86-5
10
BDL
2-Chlorcphenol
95-57-8
0.5
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1003 Twilight Trail - Frankfort, Ky. 40601 • [phone] FAX: [phone] Toll Free: 1-800-728-2251

0", L 0 G
COMPANY NAM: Hydrologic -Asheville, Inc
HYDROLOGIC PROJECT NUMBER: FL920323
HYDROLOGIC SAMPLE NUMBER: 11251
SAMPLE IDENTIFICATION: Mars Hill #3
DATE SAMPLED: 12/16/92
DATE EXTRACTED: 12/21/92
DATE ANALYZED: 12/21/92
METfIOlD 611
ANALYSIS
CAS NO.
SDL
RESULT
ug/1)
ug/1)
Bis(2-Chloroisoprcpyl)ether
39638-32-9
0.8
BDL
Bis(2-Chloroethyl)ether
111-44-4
0.3
BDL
Bis(2-Chloroethoxy)methane
111-91-1
0.5
BDL
4-Chlorophenol Phenol Ether
3.9
BDL
4-Brarkophenol Phenol Ether
2.3
BDL
I N
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
1003 Twilight Trail Frankfort, Ky. 40601 [phone] FAX: [phone] Toll Free: 1-800-728-2251

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December 17, 1991'-
Hydrologic, Inc.
122 Lyman Street
Asheville, NC 28801
LABORATORY RESULTS
CONTROL #:
6345
RECEIVED :
12/04/91
ANALYZED :
12/06/91
SAMPLED :
11/26/91
METHOD 502.2
:_�_ M W"U
BENZENE
BROMOBENZENE
BROMODICHLOROMETHANE
BROMODICHLOROMETHANE
BROMOFORM
BROMOMETHANE
n—BUTYLBENZENE
sec—BUTYLBENZENE
tert—BUTYLBENZENE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
CHLOROMETHANE
FEB _ sG92D
SAMPLE ID: KENMORE #5
MATRIX : WATER
METHOD : 502.2
AMOUNT
ND<0.009
ND<0.006
ND<0.01
ND<0.02
ND< 1 6
ND< 1.1
ND<0.02
ND<0.02
ND<0.06
ND<0.01
ND<0.003
ND<0.1
ND<0.02
ND<.03
UNITS
ug/L
to
d
P.O. Box 4204 9 1003 Twilight Trail • Frankfort, Ky 40604 9 [phone] Work s [phone] Mobile

PARAMETER
AMOUNT
UNITS
2-CHLOROTOLUENE
ND<0.01
ug/L
4-CHLOROTOLUENE
ND<0.01
to
DIBROMOCHLOROMETHANE
ND<0.03
if
1,2-DIBROMO-3-CHLOROPROPANE
ND< 3.0
of
1,2-DIBROMOETHANE
ND<0.8
of
DIBROMOMETHANE
ND< 2.2
It
1,2-DICHLOROBENZENE
ND<0.02
if
1,3-DICHLOROBENZENE
ND<0.02
of
1,4-DICHLOROBENZENE
ND<0.007
It
DICHLORODIFLUOROMETHANE
ND<.05
of
1,1-DICHLOROETHANE
ND<0.07
if
1,2-DICHLOROETHANE
ND<0.03
of
1,1-DICHLOROETHENE
ND<0.07
if
cis-1,2-DICHLOROETHENE
ND<0.02
it
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ND<0.05
If
1,2-DICHLOROPROPANE
ND<0.006
To
1,3-DICHLOROPROPAN-E
ND<0.03
it
2,2-DICHLOROPROPANE
ND<0.05
to
1,1-DICHLOROPROPENE
ND<0.02
if
ETHYLBENZENE
ND<0.005
of
HEXACHLOROBUTADIENE
ND<0.02
it
ISOPROPYLBENZENE
ND<0.05
of
p-ISOPROPYLTOLUENE
ND<0.01
91
METHYLENE CHLORIDE
2.0
of
NAPHTHALENE
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it
21

#6345
PARAMETER
AMOUNT
UNITS
n-PROPYLBENZENE
ND<0.004
ug/L
STYRENE
ND<0.01
11
1,1,1,2-TETRACHLOROETHANE
ND<0.005
1e
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10
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1e
TOLUENE
ND<0.01
11
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ND<0.03
11
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ND<0.03
11
1,1,1-TRICHLOROETHANE
0.46
1e
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//
TRICHLOROETHENE
ND<0.01
11
TRICHLOROFLUOROMETHANE
ND<0.03
1/
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ND<0.4
11
1,2,4-TRIMETHYLBENZENE
ND<0.05
11
1,3,5-TRIMETHYLBENZENE
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11
VINYL CHLORIDE
ND<.02
11
o-XYLENE
ND<0.02
1/
m-XYLENE
ND<0.01
Pe
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11
REVIEWED B'-
YjLt --/
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'ASS SPEC SERVICES INC.
Environmental Analytical Laboratory
vi
f1003
Twilight Trail
P.O. Box 4204
Frankfort, Kentucky 40604
[phone]
March
18, 1991
HYDROLOGICS INC.
P.O. BOX 18029
ASHVILLE, NC. 28814-0029
LABORATORY RESULTS
MSS #: 4956
SAMPLE ID: #5
RECEIVED: 3/11/91
MATRIX: WATER
ANALYZED: 3/13/91
METHOD: 8240
PARAMETER
AMOUNT
UNITS
ACETONE
ND<100*
ug/L
ACROLEIN
ND<50
"
ACRYLONITRILE
BENZENE
ND< 5
BROMODICHLOROMETHANE
ND< 5
"
BROMOFORM
,
BROMOMETHANE
'
ND<10
"
2-BUTANONE
L�
ND<10
"
CARBON DISULFIDE
ND< 5
"
CARBON TETRACHLORIDE
�' �'
ND< 5
"
CHLOROBENZENE
CHLOROETHANE
ND<10
2-CHLORO ETHYL VINYL
ETHER
11"
CHLOROFORM
ND< 5
"
13

PARAMETER
AMOUNT
UNITS
CHLOROMETHANE
ND<10
ug/L
DIBROMOCHLOROMETHANE
ND< 5
"
DIBROMOMETHANE
if
1,4-DICHLORO-2-BUTANE
ND< 5
"
DICHLORODIFLUOROMETHANE
ND<10
1,2-DICHLOROBENZENE
ND< 5
"
1,3-DICHLOROBENZENE
11
1,4-DICHLOROBENZENE
ND< 5
1,1-DICHLOROETHANE
it
"
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It
"
1,1-DICHLOROETHENE
trans-1,2-DICHLOROETHENE
1,2-DICHLOROPROPANE
cis-1,3-DICHLOROPROPENE
"
trans-1,3-DICHLOROPROPENE
ETHANOL
ND<100
"
ETHYLBENZENE
ND< 5
"
ETHYL METHACRYLATE
ND<10
"
2-HEXANONE
ND<50
"
IODOMETHANE
ND<10
"
METHYLENE CHLORIDE
ND< 5
4-METHYL-2-PENTANONE
ND<50
"
STYRENE
ND<10
"
1,1,2,2-TETRACHLOROETHANE
if
TETRACHLOROETHYLENE
go
TOLUENE
ND< 5
"
14

PARAMETER
AMOUNT
UNITS
l,l,l-TRICHLOROETHANE
ND< 5
ug/L
1,1,2-TRICHLOROETHANE
it
it
TRICHLOROETHYLENE
is
"
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If
it
VINYL CHLORIDE
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"
XYLENE (TOTAL)
ND< 5
"
SURROGATE RECOVERIES
1,2-DICHLOROETHANE-D4
86%
TOLUENE-D8
104%
BROMOFLUOROBENZENE
92%
ANALYSIS BY
REVIEWED BY
*SW 846 METHOD 8240 PRACTICAL
QUANTITATION LIMITS
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NATURAL REST S AND COMMUNITY DEVELOPMENT
"MENTAL MANAGEMENT GROUNDWATER SECTION
.27887 - RALEIGH,N.C. 27611. PHONE [phone]
In
�7J l
WELL CONSTRUCTION RECORD
FOR OFFICF USE ONLY
Quad. No. 085y3 Serial Nod
Lat. .3,5/.1- Air Long. t27,116.4
Minor Basin
Basin Code
Header Ent. GW-1 EA
DRILLING CONTRACTOR Froehling & Robertson, Inc
DRILLER REGISTRATION NUMBER 4217
STATE WELL CONSTRUCTION
PERMIT NUMBER: 44-0210-WM-0036
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Rock
County:
Henderson
Fairway Village II — Kenmure
Depth
DRILLING LOG
(Road, Community, or Subdivision and Lot No.)
2. OWNER Kenmure Properties, Inc.
From
To Formation Description
ADDRESS P. 0. Box 537
0
9 Brown SILT, a little fine t
(Street or Route No.)
medium sand and fine to mee
Flat Rock, NC 28731
Mersa
City or Town State Zip Code
9
19 Light grey SILT, a little fi
-
10-29-87 Monitor
.
3. DATE DRILLED USEOF WELL.
medium mica, trace of fine s
4. TOTAL DEPTH 43' CUTTINGS COLLECTED 0Yes ❑ No
19
34 White fine to medium SAND,
5. DOES WELL REPLACE EXISTING WELL? ElYes EANo
trace of fine mica
22
6. STATIC WATER LEVEL FT. � above TOP OF CASING,
34
39 Light grey fine to medium SM
0 M below
traces of fine mica and silt
TOP OF CASING IS FT. ABOVE LAND SURFACE.
39
43 Grey SILT, a little fine to
7. YIELD (gpm): N/A METHOD OF TEST NJA
medium sand and fine to mediu
8. WATER ZONES (depth): 22 1 —43'
mica
NSA
Rnrk at d3�
9. CHLORINATION: Type Amount
10. CASING:
NA
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0 To 28 Ft. 211
Sch 40 PVC
From —To—Ft.—
From To Ft.
11. GROUT
Depth Material
From 0 To 26 Ft: Mortar Mix
From To Ft.
12. SCREEN:
Method
Depth
Diameter Slot Size Material
From 28
To 43
Ft.
2 in. .010 in. PVC
From
To
Ft.
in. in.
From
To
Ft.
in, in.
13. GRAVEL PACK:
Depth
Size Material
From 27
To 43
Ft.
30-40 SAND
From
To
Ft.,
14. REMARKS: Perri
tterl for
senti
c tank _ nnAcrnr �iK nr1 a
If additional space is needed use back of form.
LOCATION SKEI CH
(Show direction and distance from at least two State Roads,
or other map reference points)
\'4, r
0 qb / 5 'ir.
I DO HEREBY CERTIFY THAT THIS WELL W C; T ' TE. N A AN TH 15 NCAC 2C, WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS RE O - Q - NER.
ATURE F CONTRACTOR OR AG DATE
L,
GW-1 Revised 11/84 Submit original to Division of Environmental Management and copy to well owner.

­g'
&Carohna .
DePartment of Environmento Health, & Natural Resources
Division of Environmental t4anagement
Groundwater Section
P.O. 130-,c 29S3S,_ Raleigh, N.C. 27624-esss-
WELL ABANDOrttitEN
CONMC R_ HydriLLogic, Inc.
...... WELL1110- REG. No.
,CAI -ION: (S �yw ... . .............
jke�ch ;f the location'' ''''-----------
N on back farm.)
....... . . ..... .. ..
Nearest Tbwn:-',--------­ocorm)
Kenmure Golf Course
County Buncombe
(Road. Community, Subdivision, Lot
No.) _!S� 7V �3
2. OWNEm Kenmtjra n uadrangle No-.
3, ADDRESS. 100 Kenmure Dr.
4. TOPOGRAPHy: draw. slope. hilltop. valley. flat
5- USE OF WELL: — Monitor �DATE: 4/18/95
6- TOTAL DEPTH: 431 DIAMETER. —2
7. CASING REMOVED:
fcd diamsta
19- SEALING MATERIAL:
ftuPan
mfflt
badimcnt
99 of c"fit__ bags of cement
gals. Of water yds• of sand
gals. of water
QUM
Type material Secrete sand mix
Amount 2.5 bags (200 lbs.)
9- EXPLAIN METHOD EMPLACEMENT OF MATERIAL.
��Hand mixed sand cement funnel oured,
InO we caS ng.
WELL DIAGRAM: A..........`
—
Draw a detailed sketch of
the well showing total depth. depth and dia-
meter of screens remaining in the well. gravel
'fnetpetrhvs"'and types of oftillmaterialsa
slng perforations. and
used.
210
M", 5cti q0
Pvc
:role 3o-00 4/ 3'
Dle.- eve-
?0/0/1 e'-'�
1-j- i
I do hereby certify that this well abandonment record is true and exact.
Signature of contractor oz4Agent /--' J 112 e--
: L__�Date
WELL LOCATION: Draw a location sketch on the reverse Of this sheet. 'showing the direr -
such and distance of the well to at least two
such as roads. intersections and streams. (2) nearby reference points
way road Identifleatfon numbers. Identtr
'roads with State High
Submit Original to the Division of Environmental Management.
and one copy to the owner. one copy to the Drill
Tf('11)
PR 2 5 P%
GW-30 Revised 3/8/90
Enfi
ON
FFICF

t 1# kA
..N1tlt}p.f, ffIIL
8oX 17667 - �ANA f
+�-�tKc �ieii. � iwAtb; e�
idtet 3�-eoif3
WELL CONStRUCION aE 7�
CORD
DRILLING CONTRACTOR -.�1'
)KILLER REQISTpAT10N NUMBER --1'
WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat stock
Fairway Village II
'Road, Communit , _ Kenmore
Community, Subdivision and Lot No.)
)WNER Kenmore Pro
Parties, Inc.
DDRESS P. O. Box 's
Flat Rock treat or Route p,
City or Town NC 28731
1TE DRILLED 10-29-87 State
USE OF W ZIP Code
ITAL DEPTH AILWELL. 1bnitor
'ES WELL REPLACE EXISTINGUWE� QS COLLECTED
QYes ❑No
;TIC WAtER LEVEL: 22 � Yes ®No
FT, above TOP OF CASING,
TOP OF CASING IS 0 ® below
D (gpm). --- FT. ABOVE LAND SURFACE.
-_ METHOD OF TEST
'ER ZONES (depth): 22' -43' -
3RINATION: Type N/A
WG: —' Amount N_
---_.__ Depth Diameter Dail Thickness
'rom 0 Weighl/Ft.
--- To 2=-�_ Ft. 2 n
'rom _ Sc___h 4_0
'rom To --'""--- F t..�_
To Ft.------_
OFFICF USE ONLY
Quad. No n85v Serial No Lat. J
Minor B asln Long.
Basin Code
Header Ent,
QW-1 En
STATE WELL CONSTRUCTION
PERMIT NUMBER: 44-0210-WM_0036
County: Henderson
Depth
FromTo
0
9
9
19
19
34
34
39
39
43
DRILLING LOG
Formatlon Descri
Piton
Brown SILT, a little
medium sand and fine ti
fine to Mee
Li ht re SILT
medium mica, a little fj
trace of fine
White fine to
trace of medium SAND,
fine mica
Light grey fine to
traces r medium SAi
fine mica and
silt
Grey SILT, a little
medium sand and fine to
mica fine to mediui
- mat 4 3
Material 1f additional space is needed use back
PVT- C-_ of form.
(Show direction LOCATION KE1 ^H
(S other direction
and distance from at least two
p reference State Roads,
Points)
Depth
0 Material
om �- To`26 26 Ft. Mortar Mix Method
om - To- Ft.
V:
Depth Diameter
m 2-- 8 -__ To 43 Slot Size Material
m F t. 2 010
------ Tom_ Ft. - In.rn To Ff. _
in.
PACK: In. In.
Depth
Size Material
2--� To 43
Ft. 30-40
_SAND
-- -_ Tom_ Ft.�_ -
O HEREBY CERTIFY THAT THIS WELL ,HOARDS, AND THAT A COPY OF THIS RE,
o W Fc.- No . 4-
ON. 1srb
11184
15 NCAC 2C, WELL CONSTRUCTION
HER.

A1,0C RSc�N
DATE SAMPLED
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
G
COLIFORM, TOTAL.
COPPER
CYANIDE
DISSOLVED SOLIDS
�p
FLUORIDE
HARDNESS CaCo,
HARDNESS, NON -CARBONATE
IRON
LEAD
LITHIUM
Red Ink = Sample taken by facility

V
COUNTY �fOiE S
DATE SAMPLED
9
MBAS
f
MAGNESIUri
MANGANESE
MERCURY
NICIEL
NITROGEN, AMMONIA
0-
NITROGEN, KJELDAHL
NITRATE & NITRITE
Hof
ORGANIC SCAN
PH
PHENOLS
PHOSPHORUS, TOTAL
a .o /
POTASSIUM
SELENIUMSILVER
SODIUM
SPECIFIC CONDUCTANCE
SULFATE
TOC (UNFILTERED)
TOX
TSS
VOC
ZINC
STATIC WATER LEVEL.
/ `�• ��

,,cALINITY TO pH 4.5
ALKALINITY, TO PH 8.3
—
ALUMINUM
A RSENIC
i
BARIUM
i
(
I
BICARBONATE
1
MDMI UM
'.ALCIUM
:ARBONATE
:HLORIDE
%. .3
�.
-7 .
p'
:HROMIUM, TOTAL
:OD
I
'OLIFORM, FECAL
OLIFORM TOTAL
TOPPER
i 4 4/ U
f) 1 oZ ©
U �_�• v�, 7 /f° , �
G sU
/ % O
30
1600
;YANIDE
1
)ISSOLVED SOLIDS
'LUORIDE
[ARDNESS, CaCO
[ARDNESS NON -CARBONATE
�
: RON
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IBAS
IAGNESIUM
IANGANESE
IERCURY

COUNTY
.tClPLEn
NITROGEN'?• AMMNIA
t Q
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v. �3
NITROGEN, K-MI-DAHT,
NITRATE & NITRITE-
S
4'
(iv
I
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. 1-
ORGANIC SCAN
PH
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
LSELENIUM
SILVER
SODIUM
SPECIFIC CONDUCTANCE
SULFATE
1
TOC UNFILTERED
i
1.4
f•
0, 9 0
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L 0 G
CCMPANY NAME:
Hydrologic -Asheville,
Inc
HYDROLOGIC PROJECT NUMBER:
FL932774
HYDROLOGIC SAMPLE NUMBER:
23253
SAMPLE IDENTIFICATION:
Kenmire MW-4
DATE SAMPLED:
11/8/93
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
11/12/93
METHOD EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( u9/1)
! u9/1)
Benzene
71-43-2
1.0
BDL
Brambenzene
108-86-1
1.0
BDL
Bramochlorarkethane
74-97-5
1.0
BDL
Braff0dichloramethane
75-27-4
1.0
BDL
Brcanoforn
75-25-2
1.0
BDL
Brcmcmthane
74-83-9
1.0
BDL
n-Butylbenzene
104-51-8
1.0
BDL
sec-Butylbenzene
135-98-8
1.0
BDL
test-Butylbenzene
98-06-6
1.0
BDL
Carbon tetrachloride
56-23-5
1.0
BDL
Chlorobenzene
108-90-7
1.0
BDL
Chloroethane
75-00-3
1.0
BDL
Chloroform
67-66-3
1.0
BDL
Chloranethane
74-87-3
1.0
BDL
2-Chlorotoluene
95-45-8
1.0
BDL
4--Chlorotoluene
106-43-4
1.0
BDL
Dibramochloramethane
124-48-1
1.0
BDL
1,2-Dibram-3-chloropropane
96-12-8
1.0
BDL
1,2-Dibra methane (EDB)
106-93-4
1.0
BDL
Dibromcmethane
74-95-3
1.0
BDL
1,2-Dichlorobenzene
95-50-1
1.0
BDL
1,3-Dichlorobenzene
541-73-1
1.0
BDL
1,4-Dichlorobenzene
106-46-7
1.0
BDL
Dichlorodi.fluorame-thane
75-71-8
1.0
BDL
1,1-Dichloroethane
75-34-3
1.0
BDL
I
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

D R
Page 2 continued
I.• • ••,• S i•.�i•
ANALYSIS
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans- 1, 2-Dichloroethene
1,2-Dichloropropene
1,3-Dichloropropene
2,2-Dichloropropane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Hexachlorobutadiene
Isoprcpylbenzene
p-Iscpropyltoluene
Methylene Chloride
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Ifetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
L 0 G
Hydrologic -Asheville, Im
FL932774
23253
Kenmire NW-4
11/8/93
NEIBM EPA
502.2
CAS NO.
SDL
RESULT
ug/l)
( u9/1)
107-06-2
1.0
BDL
75-35-4
1.0
BDL
156-59-4
1.0
BDL
156-60-5
1.0
BDL
78-87-5
1.0
BDL
142-28-9
1.0
BDL
590-20-7
1.0
BDL
563-58-6
1.0
BDL
10061-01-5
1.0
BDL
10061-02-6
1.0
BDL
100-41-4
1.0
BDL
87-68-3
1.0
BDL
98-82-8
1.0
BDL
99-87-6
1.0
BDL
75-09-2
1.0
BDL
91-20-3
1.0
BDL
103-65-1
1.0
BDL
100-42-5
1.0
BDL
630-20-6
1.0
BDL
79-34-5
1.0
BDL
127-18-4
1.0
BDL
108-88-3
1.0
BDL
87-61-6
1.0
BDL
120-82-1
1.0
BDL
1491 Twilight Trail ❑ Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

L 0
-Page 3 continued
COMPANY NAME:
Hydrologic -Asheville,
Inc
HYDROLOGIC PRO= NUMBER:
FL932774
HYDROLOGIC SAMPLE NUMBER:
23253
SAMPLE IDENTIFICATION:
Kenmire MW-4
DATE SAMPLED:
11/8/93
EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( u9/1)
( ug/1)
1, 1, I-Trichloroethane
71-55-6
1.0
BDL
1,1,2-itichloroethane
79-00-5
1.0
BDL
Trichloroethene
79-01-6
1.0
BDL
Trichlorofluorcarethane
75-69-4
1.0
BDL
1,2,3--Wichlorcpropane
96-18-4
1.0
BDL
1,2,4-Wimethylbenzene
95-63-6
1.0
BDL
1,3,5-Primethylbenzene
108-67-8
1.0
BDL
Vinyl Chloride
75-01-4
1.0
BDL
Xylenes (total)
1330-20-7
1.0
BDL
Dichlorcmethane
75-09-2
1.0
BDL
BDL = Below Sample Detection Limit
SDL = Sanple Detection Limit
CUMAEM:
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

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® G
COMPANY NAME:
}
Hydrologic -Asheville, Inc
COMPANY PROJECT:
Kerimire
HYDROLOGIC PROJECT NUMBER:
FL920191
HYDROLOGIC SAMPLE NUMBER:
10670
SAMPLE IDENTIFICATION:
#4-Q85V3
DATE SAMPLED:
11/24/92
DATE EXTRACTED:
N/A
DATE/TIME ANALYZED:
12/07/92
METI= EPA
502.2
ANALYSIS
CAS NO.
SDL
RESULT
ug/1)
{ ug/1)
Benzene
71-43-2
0.5
BDL
Brcanobenzene
108-86-1
0.5
BDL
Branochlorcanethane
74-97-5
0.5
BDL .
Bramodichloromethane
75-27-4
0.5
BDL
Brcamfonn -
75-25-2
0.5
BDL
Brcmomethane
74-83-9
0.5'
BDL
n-Butylbenzene
104-51-8
0.5 '
BDL
sec-Butylbenzene
135-98-8
0.5
BDL
text-Butylbenzene
98-06-6
0.5
BDL
Carbon tetrachloride
56-23-5
0.5
BDL
Chlorcbenzene
108-90-7
0.5
BDL
Chloroethane
75-00-3
0.5
BDL
Chloroform
67-66-3
0.5
BDL
Chlorcanethane
74-87-3
0.5
BDL
2-Chlorotoluene
95-45-8
0.5
BDL
4-Chlorotoluene
106-43-4
0.5
BDL
Dibramochlorgmthane
124-48-1
0.5
BDL
1,2-Dibrcano-3-chloropropane
96-12-8
0.5
BDL
1,2-Dibranmethane (EDB)
106-93-4
0.5
BDL
Dibrrethane
74-95-3
0.5
BDL
1,2-Dichlorobenzene
95-50-1
0.5
BDL
1,'3-Dichlorobenzene
541-73-1
0.5
BDL
1,4-Dichlorobenzene
106-46-7
0.5
BDL
Dichlorodifluorcmethane'
75-71-8
0.5
BDL
1,1-Dichloroethane
75-34-3
0.5
BDL
FAX: [phone] Toll Free: 1-800-728-2251
1003 Twilight Trail • Frankfort, Ky. 40601 [phone]

L 0 G
I
N C
Page 2 continued
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT:
Kernmire
HYDROLOGIC PROJECT NUMBER:
EL920191
HYDROLOGIC SAMPLE NUMBER:
10670
SA4111F' IDEWIFICATION:
#4-Q85V3
DATE SAMPLED:
11/24/92
NETHOD EPA
502.2
ANALYSIS
CAS NO.
SDL
RESULT
( ug/1)
{ ug/1)
1,2-Dichloroethane
107-06-2
0.5
BDL
1,1-Dichloroethene
75-35-4
0.5
BDL
cis-1,2-Dichloroethene
156-59-4
0.5
BDL
trans-1,2-Dichloroethene
156-60-5
0.5
BDL
1,2-Dichlompropane
.78-87-5
0.5
BDL
1,3-Dichloropropene
142-28-9
0.5
BDL
2,2-Dichloropropane
590-20-7
0.5
BDL
1,1-Dichloropropene
563-58-6
0.5
BDL
cis-1,3-Dichloropropene
10061-01-5
0.5
BDL
trans-1,3-Dichloropropene
10061-02-6
0.5
BDL
Ethylbenzene
100-41-4
0.5
BDL
Hexachlorcbutadiene
87-68-3
0.5
BDL
Isopropylbenzene
98-82-8
0.5
BDL
p-Isoprcpyltoluene
99-87-6
0.5
BDL
Methylene Chloride
75-09-2
0.5
BDL
Naphthalene
91-20-3
0.5
BDL
n-Prapylbenzene
103-65-1
0.5
BDL
Styrene
100-42-5
0.5
BDL
1,1,1,2-Tetrachloroethane
630-20-6
0.5
BDL
1,1,2,2-Tetrachloroethane
79-34-5
0.5
BDL
Tetrachloroethene
127-18-4
0.5
BDL
Toluene
108-88-3
0.5
BDL
1,2,3-Trichlorcbenzene
87-61-6
0.5
BDL
1,2,4-Trichlorobenzene
120-82-1
0.5
BDL
1003 Twilight Trail Frankfort, Ky. 40601 [phone]
FAX: [phone] Toll Free` 1-800-728-2251

L ®- G
Page 3 continued
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT:
Kenn=e
HYDROLOGIC PROJECT NUMBER:
EL920191
HYDROLOGIC SAMPLE NUMBER:
10670
SAMPLE IDENTIFICATION:
#4-Q85V3
DATE SAMPLED:
11/24/92
. '
MEIHiOD EPA 502.2
ANALYSIS
CAS NO.
SDL RESULT
( ug/1) (
ug/1)
1,1,1-Trichloroethane
71-55-6
0.5
BDL
1,1,2-Trichloroethane
79-00-5
0.5
BDL
Trichloroethene
79-01-6
0.5
BDL
Trichlorofluorcu ethane
75-69-4
0.5
BDL
1,2,3-Trichloropropane
96-18-4-
0.5 -
BDL
1,2,4-Trimethylbenzene
95-63-6
0.5
BDL
1,3,5-Trimethylbenzene
108-67-8
0.5
BDL
Vinyl Chloride
75-01-4
0.5
BDL
Xylenes (total)
1330-20-7
0.5 '
BDL
BDL = Below Sample Detection
Limit
SDL = Sample Detection Limit
COMMENTS:
1003 Twilight Trail Frankfort, Ky. 40601 [phone]
FAX: [phone]
Toll Free: 1-800-728-2251

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HydroLogic, Inc.
122 Lyman Street
Asheville, NC 28801
December 17, 1991
FEB6 i992
LABORATORY RESULTS
CONTROL #: 6344
RECEIVED : 12/04/91
ANALYZED : 12/06/91
SAMPLED : 11/26/91
METHOD 502.2
PARAMETER
BENZENE
BROMOBENZENE
BROMODICHLOROMETHANE
BROMODICHLOROMETHANE
BROMOFORM
BROMOMETHANE
n-BUTYLBENZENE
sec-BUTYLBENZENE
tert-BUTYLBENZENE
CARBON TETRACHLORIDE
CHLOROBENZENE
CHLOROETHANE
CHLOROFORM
CHLOROMETHANE
SAMPLE ID: KENMORE #4
MATRIX : WATER
METHOD : 502.2
AMOUNT UNITS
6.514 ug/L
ND<0.006 of
ND<0.01
ND<0.02
ND< 1.6
ND< 1.1 "
ND<0.02 Cf`
ND<a . 0 2�.
ND<0.0 6
ND<0.01
ND<0.003
ND<0.1
ND<0.02
ND<.03
P.O. Box 4204 . 1003 Twilight Trail . Frankfort, Ky 40604 • [phone] Work ® [phone] Mobile

#6344
PARAMETER
2-CHLOROTOLUENE
4-CHLOROTOLUENE
DIBROMOCHLOROMETHANE
1,2-DIBROMO-3-CHLOROPROPANE
1,2-DIBROMOETHANE
DIBROMOMETHANE
1,2-DICHLOROBENZENE
1,3-DICHLOROBENZENE
1,4-DICHLOROBENZENE
DICHLORODIFLUOROMETHANE
1,1-DICHLOROETHANE
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
cis-1,2-DICHLOROETHENE
trans-1,2-DICHLOROETHENE
1,2-DICHLOROPROPANE
1,3-DICHLOROPROPANE
2,2-DICHLOROPROPANE
1,1-DICHLOROPROPENE
ETHYLBENZENE
HEXACHLOROBUTADIENE
ISOPROPYLBENZENE
p-ISOPROPYLTOLUENE
METHYLENE CHLORIDE
NAPHTHALENE
AMOUNT
ND<0.01
ND<0.01
ND<O.03
ND< 3.0
ND<0.8
ND< 2.2
ND<0.02
ND<O.02
ND<0.007
ND<.05
ND<0.07
ND<O.03
ND<O.07
ND<0.02
ND<O.05
ND<0.006
ND<O.03
ND<O.05
ND<0.02
ND<O.005
ND<0.02
ND<0.05
ND<O.01
ND<0.02
ND<0.06

#6344
PARAMETER
n—PROPYLBENZENE
STYRENE
1,1,1,2—TETRACHLOROETHANE
1,1,2,2—TETRACHLOROETHANE
TETRACHLOROETHENE
TOLUENE
1,2,3—TRICHLOROBENZENE
1,2,4—TRICHLOROBENZENE
1,1,1—TRICHLOROETHANE
1,1,2—TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
1,2,3—TRICHLOROPROPANE
1,2,4-TRIMETHYLBENZENE
1,3,5—TRIMETHYLBENZENE
VINYL CHLORIDE
o—XYLENE
m—XYLENE
p—XYLENE
AMOUNT
ND<0.004
ND<0.01
ND<0.005
ND<0.01
ND<0.04
ND<0.01
ND<0.03
ND<0.03
0.1
ND<0.03
ND<0.01
ND<0.03
ND<0.4
ND<0.05
ND<0.004
ND<.02
ND<0.02
ND<0.01
ND<0.01
REVIEWED BY
UNITS
ug/L

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SPEC SERVICES,
INC.
N C.
Environmental Analytical Laboratory
1003 Twilight Trail
P. 0. Box 4204
Frankfort, Kentucky 40604
[phone]
March 18,
1991
HYDROLOGICS INC.
P.O. BOX 18029
ASHVILLE, NC. 28814-0029
LABORATORY RESULTS
MSS #: 4955 SAMPLE ID: #4
RECEIVED: 3/11/91 MATRIX:
WATER
ANALYZED: 3/13/91 METHOD:
8240
PARAMETER
AMOUNT
UNITS
ACETONE
ND<100*
ug/L
ACROLEIN
ND<50
11
ACRYLONITRILE
BENZENE
ND< 5
BROMODICHLOROMETHANE
ND< 5
"
BROMOFORM
of
BROMOMETHANE
ND<10
2—BUTANONE
ND<10
CARBON DISULFIDE
ND< 5
CARBON TETRACHLORIDE . h
ND< 5
CHLOROBENZENE� ,df
CHLOROETHANE C-� r
ND<10
"
2—CHLORO ETHYL VINYL ETHER
CHLOROFORM
ND< 5
10

PARAMETER
AMOUNT
UNITS
CHLOROMETHANE
ND<10
ug/L
DIBROMOCHLOROMETHANE
ND< 5
DIBROMOMETHANE
11
1,4-DICHLORO-2-BUTANE
ND< 5
"
DICHLORODIFLUOROMETHANE
ND<10
1,2-DICHLOROBENZENE
ND< 5
1,3-DICHLOROBENZENE
if"
1,4-DICHLOROBENZENE
ND< 5
1,1-DICHLOROETHANE
11"
1,2-DICHLOROETHANE
1,1-DICHLOROETHENE
trans-1,2-DICHLOROETHENE
"
1,2-DICHLOROPROPANE
"
ais-1,3-DICHLOROPROPENE
"
trans-1,3-DICHLOROPROPENE
ETHANOL
ND<100
"
ETHYLBENZENE
ND< 5
"
ETHYL METHACRYLATE
ND<10
"
2-HEXANONE
ND<50
IODOMETHANE
ND<10
"
METHYLENE CHLORIDE
ND< 5
4-METHYL-2-PENTANONE
ND<50
STYRENE
ND<10
"
1,1,2,2-TETRACHLOROETHANE
99"
TETRACHLOROETHYLENE
if"
TOLUENE
ND< 5
"
11

PARAMETER
1,1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHYLENE
TRICHLOROFLUOROMETHANE
VINYL CHLORIDE
XYLENE (TOTAL)
SURROGATE RECOVERIES
ND<10 "
ND< 5
1,2-DICHLOROETHANE-D4 89%
TOLUENE-D8 101%
BROMOFLUOROBENZENE 94%
ANALYSIS BY
4
REVIEWED BY 1�14
*SW 846 METHOD 8240 PRACTICAL QUANTITATION LIMITS
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dNT OF NATURAL Rl G' ` AND COMMUNITY DEVELOPMENT
:NVIRONMENTAL MANAGEMEk,'-4OUNDWATER'SECTION
BOX 27687 - RALEIGH.N.C. 27611, PHONE [phone]
WELL CONSTRUCTION RECORD
_I -,'
11 "!0W FOR OFFICE USE ONL1
Quad. No. Q 95*W4 Serial No. J
Lat.J.5 ! 9' 23 Long. -fa a 10 i I
Minor Basin
Basin Code
Header Ent. GW-1 Ent.
DRILLING CONTRACTOR Froehling & Robertson, Inc.
DRILLER REGISTRATION NUMBER 1045 STATE WELL CONSTRUCTIONPERMIT NUMBER: 44-0210-WM-0032
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Rock, N.C. County: Henderson
(Road, Community, or Subdivision and Lot No.)
2. OWNER Kenmure Properties, Ltd.
ADDRESS P. 0. Box 537
(Street or Route No.)
Flat Rock NC 28731
City or Town State Zip Code
3. DATE DRILLED 9-28-89 USE OF WELL. Monitor
4. TOTAL DEPTH 26.7 CUTTINGS COLLECTED ❑ Yes FX� No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
6. STATIC WATER LEVEL: DRY FT, ❑ above TOP OF CASING,
❑ below
TOP OF CASING IS 2.0 FT. ABOVE LAND SURFACE.
Depth
From To
0 26.7
DRILLING I Or.
Formation Description
Henderson Gneiss
7. YIELD (gpm): N/A
METHOD OF TEST N/A
8. WATER ZONES (depth): N/A
9. CHLORINATION:
Type N/A
Amount N/A
10. CASING:
Wall Thickness
ace If additional s �is needed use back of form.
p
Depth
Diameter or Weight/Ft. Material
LOCAN SKETCH
From +2.0
To -16.7
Ft.
2" SCHD 40 PVC
�''
(Show direction and distance from at Ieast.tvl#V %ate Roads,
From
.To
Ft.
or other map reference points):;
From
To
Ft.
11. GROUT:
> ,
Depth
Material Method
From 0
To -15.7
Ft:
Cement
--"
�? FOR S7 Ut&W LANC
From
To
Ft.
12. SCREEN:
Depth
Diameter Slot Size Material
MONIT-bIZ
From -16.7
To--: 26.7
Ft.
2�� in. in, PVC
From
From
Tc
To
Ft.
Ft.
in. in.
in. in.
13. GRAVEL PACK:
j�
a 1 3o)
Depth
Size Material
From -15.7
To 26.7
Ft.
30-40 Sand
From
To
Ft.
,
14. REMARKS:
I DO HEREBY CERTIFY THAT THIS WELL WAS C TRUC D
STANDARDS, AND THAT A COPY OF THIS RE
C R ANC WITH 15 NCAC 2C, WELL CONSTRUCTION
E HE 1
__
teL OWNER. ,
\ 10/18/89
SIGNATURE OF CONT
ACT 'OR AGENT DATE
GW-1 Revised 11/84
Submit original to Di
ision' f Environmental Management and copy to well owner.

A 0Z00VJ00JJ ncl�avna. t awe a a�a auv a• .. ...
—A Cuoiina - Deparbri ent of Environment and Natural Re wines - Division of Water QtWity - Groundwater 1636 Mail
;'3crvicc Center -Raleigh, NC 27699.1639 - Phone No. [phone] R 2 $ 2003
L
WELL ABANDONMENT RECORD WELL CONTRACTOR {
WELL CONTRACTOR CERTIFICATION 9
1. WELL USE (Check Applicable Box}: Residential E3 Municipal 0 Industrial ❑ AgricuItural 0 Monitoring "`
Recovery 0 Heat Pump Water injection 0 Other ❑ If other, List Use;
2. WELL
(Road Name and Number, Cc
3. OWNER: fLl/) Veltxv-
location an back of foam)
County
ubdivision , Lot No.) - Quadrangle No.
4. ADDRESS: IU Ken wur-e
5. TOPOGRAPHY: draw,Q hilltop, valley, flat
• �-(circle one) �
6. TOTAL DEPTH- DIAMETER
7. CASING REMOVED:
fect
ate"
S. DISINFECTION:
(Amount of 70V9 bypochlorite used:)
9. SEALING MATERIAL:
xCat cement Sand Cement
bags of cement bags of cement
gallons of water gallons of water
Qthet
Type material
Amount
WELL DIAGRAM: Draw a detailed sketch of the
wall sbowing mtal dgmk deerh and dlartrctes of
aecsaea 1xmmi105Jn*c Well, gw4cl icaervat,
intervals of Easing perfotatiocs, aad deptbs and
types of Fill materials used.
11. DATE WELL ABANDONED
I do hcreby certify that this well was abandoned in acco:danee with 15A NCAC2C, well construction
standards, and that a copy of the record has been provided to the well owner.
Signature of person abandoning the well_` v- � Da
J'
WELL LOCATION: Draw a location sketch on th� c of this sheet, showing the direction and dutance
of the well to at least two (2) nearby teEmnce points such as roads, intersections and
sc nuns. identify roads with State Highway road identification numbers.
Submit original to the Division of Water Quality, Gcouadwatcr Section, one copy to the owner within 30 days
from completion of abandon mcnt.
G1v-30 Revised 12/99

WELL NO.: Q85w4
KENMURE PROPERTIES, INC. COUNTY: HENDERSON
DATE SAMPLED
u-13-oi
ALKALINITY,TO pH 4.5
ALKALINITY,TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHROMIUM,TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
COPPER
CYANIDE
DISSOLVED SOLIDS
FLUORIDE
HARDNESS CaCo3
HARDNESS, NON CARB
IRON
LEAD
LITHIUM
M BAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
NITROGEN, KJELDAHL
NITRATE & NITRITE
ORGANIC SCAN
ORTHOPHOSPHATE
pH
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIF. CONDUCTANCE
SULFATE
TOC (UNFILTERED)
TOX
TSS
VOC
ZINC
STATIC WATER LEVEL
Red Ink=Sample taken by facility

DATE SAMPLED
A
j- /.5--vo
//- /: - 00
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
COPPER
CYANIDE
DISSOLVED SOLIDS
FLUORIDE
HARDNESS CaCo3
HARDNESS, NON CARB
IRON
LEAD
LITHIUM
Red Ink = Sample taken by facility
W6 LL t)k y
w � DRY

COUNTY: 1-11I'jDcR-sol'j
DATE SAMPLED
fi
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
NITROGEN, KJELDABL
NITRATE & NITRITE
ORGANIC SCAN
pH
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIF. CONDUCTANCE
SULFATE
TOC (UNFILTERED)
TOX
TSS
voc
ZINC
STATIC WATER LEVEL
Red Ink = Sample taken by facility

COUNTY: %7 L lVW Q 6 ,C5 O Al
DATE SAMPLED
A
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
COPPER
CYANIDE
DISSOLVED SOLIDS
FLUORIDE
HARDNESS CaCo3
HARDNESS, NON CARB
IRON
LEAD
LITHIUM
Red Ink = Sample taken by facility .
tip!C:LL /.')P'Y

�_J r
WELL NO. C� �� VV COUNTY:
DATE SAMPLED
q7
t
i/-3-9g
f
H-1��g
A
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
NITROGEN, KJELDAHL
NITRATE & NITRITE
ORGANIC SCAN
PH
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIF. CONDUCTANCE
SULFATE
TOC (UNFILTERED)
TOX
TSS
VOC
ZINC
STATIC WATER LEVEL
Red Ink = Sample taken by facility

DATE SAMPLED
ALKALINITY, TO pH 4.3
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARILN
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
T !
(�,j
b
7r,if
f '
CHROMIUM, TOTAL
COBALT
COD
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% l
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4 l
l> (
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e l
i s
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HARDNESS. NON -CARBONATE
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Red Ink = Sample taken by facility
�'� ONLY 1;Ivr"61-1 PAR'i iAi-.

COUNT
DATE SAMPLED
MEAS
ME GNESIUM
MANGANESE
MERCURY
NICKEL
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0.03
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0.9
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HU 10:17 1D:PACE INC.
Pace Analytical
Mrs Harry James
Page 8
Client Reference: James 6 James
TEL N0:252 4618
#515 P09
Nee An**Il $W*0e, kw,
e4 Mwnwroft DAw
Asheville, NC 29901
Tel: 704•264.7176
Fox; 704-152-4019
February 07, 1996
PACE Project Number: A60122600
PACE Simple Number,
93 0171842
Date Collected:
01/22/96
Date Received;
01/23/96
Client Sample IDt
Q85 W4
Parameter
Units
MdL
#W4
DATE ANALYZED
ORGANIC ANALYSIS
VOLATILE ORGANICS
1,2,3-Trlchloropropane
ug/L
1.0
NO
01/24/96
Bromobenaene
ug/L
1.0
ND
01/24/96
2-Chlorotoluene
ug/L
1.0
NO
01/24/96
4-Chlorotoluene
ug/L
110
NO
01/24/96
10-Dichlorobenzene
ug/L
1.0
NO
01/24/96
1,4-Dichlorobenzene
ug/L
1.0
NO
01/24/96
1,2-Dichlorobenzene
ug/L
1.0
NO
01/24/96
1,2-Dlbromo-3-chioropropane
ug/L
1.0
NO
01/24/96
1,2,4-Trichlorobenzene
ug/L
1.0
NO
01/24/96
Hexachlorobutadiene
ug/L
1.0
NO
01/24/96
1,20-Trichlorobenzene
ug/L
1.0
NO
01/24/96
Benzene
ug/L
1.0
NO
01/24/96
Toluene
ug/L
1.0
ND
01/24/96
Chlorobenzene
ug/L
1.0
NO
01/24/96
Euhylbenzene
ug/L
1.0
NO
01/24/96
Xylenes
ug/l
1.0
NO
01/24/96
Styrene
ug/L
1.0
NO
01/24/96
Isopropylbenzene
ug/L
110
NO
01/24/96
n-Propylbenzene
ug/L
1.0
NO
01/24/96
1,3,5-Trimethylbenzene
ug/L
110
Np
01/24/96
t-Butylbenzene '
ug/L
1.0
NO
01/24/96
1,2,4-Trimethylbenzene
ug/L
1.0
NO
01/24/96
s-Butylbenzene
ug/L
1.0
NO
01/24/96
4-Isopropyltoluene
ug/L
1.0
NO
01/24/96
n-Butylbenzene
ug/L
1.0
NO
01/24/96
Naphthalene
ug/L
1.0
NO
01/24/96
.._._._ ............. .
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D R 0 L 0 G I C I N C
COMPANY NAME:
COMPANY PROJECT NUMBER:
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
HYDROLOGIC LAB I.D.#:
SAMPLE IDENTIFICATION:
DATE SAMPLED:
DATE EXTRACTED:
DATE/TIME ANALYZED:
ANALYSIS
Benzene
Bramobenzene
Bromochloromethane
Bromodichloranethane
Bromoform
Bromomethane
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chlorcmethane
2-Chlorotoluene
4-Chlorotoluene
Dibromochloranethane
1,2-Dibramo-3-chloropropane
1,2-Dibrthane (EDB)
Dibramomethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichlorodifluoromethane
1,1-Dichloroethane
'fieJ � 1 6iao���d at�rSeRu n
Hydrologic -Asheville, Inc
I92iV URE
EL9434447
34448
399
#54450/Q85W4
11/29/94
N/A
12/5/94
METHOD EPA
502.2
CAS NO.
SDL
RESULT
( u9/1)
( ug/1)
71-43-2
1.0
BDL
108-86-1
1.0
BDL
74-97-5
1.0
BDL
75-27-4
1.0
BDL
75-25-2
1.0
BDL
74-83-9
1.0
BDL
104-51-8
1.0
BDL
135-98-8
1.0
BDL
98-06-6
1.0
BDL
56-23-5
1.0
BDL
108-90-7
1.0
BDL
75-00-3
1.0
BDL
67-66-3
1.0
BDL
74-87-3
1.0
BDL
95-45-8
1.0
BDL
106-43-4
1.0
BDL
124-48-1
1.0
BDL
96-12-8
1.0
BDL
106-93-4
1.0
BDL
74-95-3
1.0
BDL
95-50-1
1.0
BDL
541-73-1
1.0
BDL
106-46-7
1.0
BDL
75-71-8
1.0
BDL
75-34-3
1.0
BDL
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

D R 0
Page 2 continued
COMPANY NAME:
COMPANY PROJECT NUMBER:
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
SAMPLE IDENTIFICATION:
DATE SAMPLED:
:ANALYSIS
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Hexachlorobutadiene
Isopropylbenzene
p-Isopropyltoluene
Methylene Chloride
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1, 2, 3- Trichlorobenzene
1,2,4-Trichlorobenzene
L 0 G I C
Hydrologic -Asheville, Inc
FL9434447
34448
#54450/Q85W4
11/29/94
CAS NO.
SDL
t u9/1)
107-06-2
1.0
75-35-4
1.0
156-59-4
1.0
156-60-5
1.0
78-87-5
1.0
142-28-9
1.0
590-20-7
1.0
563-58-6
1.0
10061-01-5
1.0
10061-02-6
1.0
100-41-4
1.0
87-68-3
1.0
98-82-8
1.0
99-87-6
1.0
75-09-2
1.0
W&: j
ug/1)
BDL
BDL
BDL
BDL
BDL
91-20-3
1.0
BDL
103-65-1
1.0
BDL
100-42-5
1.0
BDL
630-20-6
1.0
BDL
79-34-5
1.0
BDL
127-18-4
1.0
BDL
108-88-3
1.0
BDL
87-61-6
1.0
BDL
120-82-1
1.0
BDL
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

= D R 0 L 0 G I C I N
Page 3 continued
COMPANYE: Hydrologic -Asheville «
HYDR010GIC PROJECT NUMBER: EL9434447
HYDROLOGIC SAMPLE NUMBER: 34448
SAMPLE IDENTIFICATION: #54450/Q85W4
DATE SAMPLED: 11/29/94
METHOD EPA 502.2
ANALYSIS
CAS NO.
SDL
( ug/1)
1,1,1-Trichloroethene
71-55-6
1.0
1,1,2-Trichloroethene
79-00-5
1.0
Trichloroethene
79-01-6
1.0
Trichlorofluoromethane
75-69-4
1.0
1,2,3-Trichloropropane
96-18-4
1.0
1,2,4-Trimethylbenzene
95-63-6
1.0
1,3,5-Trimethylbenzene
108-67-8
1.0
Vinyl Chloride
75-01-4
1.0
Xylenes (total)
1330-20-7
1.0
Dichloromethane
75-09-2
1.0
Surrogate Recovery:
BFB
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
COMMENTS:
( ug/1)
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
96%
1491 Twilight Trail El Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

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R 6 L 0 G I C I N
COMPANY RAW:
COMPANY PROJECT:
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBM:
SAMPLE IDENTIFICATION:
DATE SAMPLED:
DATE EXTRACTED:
DATE/TIME ANALYZED:
ANALYSIS
Benzene
Bromobenzene
Branochlorcoethane
Bra modichloranethane
Bromoform
Brthane
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
Carbon tetrachloride
Chlorobenzene
Chloroethane
Chloroform
Chlorcmethane
2-Chlorotoluene
4-Chlorotoluene
Dibranochlorcu ethane
1,2-Dibrcm-3-chloropropane
1,2-Dibromcmthane (EDB)
Dibrthane
1,2-Dichlorobenzene
1,3-Dichlorcbenzene
1,4-Dichlorobenzene
Dichlorodifluorcanethane
1,1-Dichloroethane
Hydrologic -Asheville, Inc
FL920191
10673
#8-Q85W4
11/27/92
N/A
12/07/92
METHOD EPA
502.2
CAS NO.
SDL
( ug/1)
71-43-2
0.5
108-86-1
0.5
74-97-5
0.5
75-27-4
0.5
75-25-2
0.5
74-83-9
0.5
104-51-8
0.5
135-98-8
0.5
98-06-6
0.5
56-23-5
0.5
108-90-7
0.5
75-00-3
0.5
67-66-3
0.5
74-87-3
0.5
95-45-8
0.5
106-43-4
0.5
124-48-1
0.5
96-12-8
0.5
106-93-4
0.5
74-95-3
0.5
95-50-1
0.5
541-73-1
0.5
106-46-7
0.5
75-71-8
0.5
75-34-3
0.5
ug/1)
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
1003 Twilight Trail • Frankfort, Ky. 40601 • [phone] • FAX: [phone] • Toll Free: 1-800-728-2251

R 0 L 0 G I C
Page 2 continued
COMPANY NAME:
COMPANY PROJECT:
HYDROLOGIC PROJECT NUMBER:
HYDROLOGIC SAMPLE NUMBER:
SAMPLE IDENTIFICATION:
DATE SAMPLED:
ANALYSIS
1,2-Dichloroethane
1,1-Dichloroethene
cis-1,2-Dichloroethene
trans-1,2-Dichloroethene
1,2-Dichloropropane
1,3-Dichloropropane
2,2-Dichloropropane
1,1-Dichloropropene
cis-1,3-Dichloropropene
trans-1,3-Dichloropropene
Ethylbenzene
Hexachlorobutadiene
Iscpropylbenzene
p-Iscpropyltoluene
Methylene Chloride
Naphthalene
n-Propylbenzene
Styrene
1,1,1,2-Tetrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Trichlorobenzene
Hydrologic -Asheville, Inc
EL920191
10673
#8-Q85W4
11/27/92
CAS NO.
SDL
( ug/1)
107-06-2
0.5
75-35-4
0.5
156-59-4
0.5
156-60-5
0.5
78-87-5
0.5
142-28-9
0.5
590-20-7
0.5
563-58-6
0.5
10061-01-5
0.5
10061-02-6
0.5
100-41-4
0.5
87-68-3
0.5
98-82-8
0.5
99-87-6
0.5
75-09-2
0.5
91-20-3
0.5
103-65-1
0.5
100-42-5
0.5
630-20-6
0.5
79-34-5
0.5
127-18-4
0.5
108-88-3
0.5
87-61-6
0.5
120-82-1
0.5
���
ug/1)
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
BDL
N C
1003 Twilight Trail Frankfort, Ky. 40601 • [phone] • FAX: [phone] • Toll Free: 1-800-728-2251

R C� L 0 G
Page 3 continued
COMPANY NAME: Hydrologic -Asheville, Inc
COMPANY PROJECT: Kenn=e
HYDROLOGIC PROJECT NUMBER: FL920191
HYDROLOGIC SAMPLE NUMBER: 10673
SAMPLE IDENTIFICATION: #8-Q85W4
DATE SAMPLED: 11/27/92
ANALYSIS
CAS NO.
SDL
RESULT
ug/1)
ug/1)
1,1,1-Trichl-oroethane
71-55-6
0.5
BDL
1,1,2-Trichl-oroethane
79-00-5
0.5
BDL
Trichloroethene
79-01-6
0.5
BDL
Trichlorofluoraffethane
75-69-4
0.5
BDL
1,2,3-Trichloropropane
96-18-4
0.5
BDL
1,2,4-Trirrethylbenzene
95-63-6
0.5
BDL
1,3,5-Triniethylbenzene
108-67-8
0.5
BDL
Vinyl Chloride
75-01-4
0.5
BDL
Xylenes (total)
1330-20-7
0.5
BDL
BDL = Below Sample Detection Limit
SDL = Sanple Detection Limit
W,L
COMMENTS:
1003 Twilight Trail Frankfort, Ky. 40601 [phone] FAX: [phone] Toll Free: 1-800-728-2251

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North Carolina W
/ Departr, t of
Environment, Health, and Natural ° ources
t—bivision of-Ehvironmental Managomen
Groundwater Section
AND
PUMP INSPECTION
REPORTWELL
Well Location: c�9' c°,—
Date l
/L)
(Town, Community, Subdivision
and Lot No.)
WELL TYPE
County Z � ter``'
Owners°� "
Road/Street
Quad No.
Address:
Serial No. /-5 3 75� 9
Lat 3,5 1Y J 8 Long. Sa a G 9
Ff
Well Construction /E)9' --
Drilling Contractor
Name
Address e . #
Check Items
Meets Min. Standards
Remarks
Measured
Yes
No
Permit Required ? (Y/N)
..................
✓
(Permit
No.
Location - Distance From: ...................
Water Tight Sewage/waste collection ...
A
Waste disposal (septic tank drain field)
XX ,..
Other Poll. Source ( )
``
>::.;:::
;.:.
xx
Other Poll. Source { )
,..,::>::::;..:...
Casino
(�
(Circle one)
lastic arbon Galy. Stain. St. Other
Type ...............
L �
Depth.....................................................
i./
Weight/thickness ......... ......... ............
Height (A.L.S.) .. ......... .......................
Other ( )
Drilling Fluids/Additives
Type.................................................
Grout
Type............................. ......... ............
ltl
Thickness.............................................
Depth.................................................... .......................
Other
Screens
P !;
�i�r sl
Screened interval ................
Other
Development .........................................
Total Suspended solids ..................
Turbidity............................................
Settleable Solids .....................
I.D. PlateWell
Contractor .....................................
Abandonment .......................................
Temporary ............................................
Permanent ............................................
Applies to wells constructed after December pp Dber 1, 1992
GW-36 Rev. 10/92
(Cont. on Reverse)

;riOLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT - GROUNDWATER SECTION
P.O. BOX 27687 - RALEIGH.N.C. 27611. PHONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE 014LY
Ouad. No. a� I�I/S )53-1Serial No.
Lat.Long. $.?a6 S9 Pc
Minor Basin
Basin Code I
Header Ent. GW-1 Ent.
DRILLING CONTRACTOR FROEHLING & ROBERTSON, INC.
DRILLER REGISTRATION NUMBER 1045
MW-3
STATE WELL. COr. `,TRUCTION
PERMIT NUMBER: 44-0210-WM-0112
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Rock, NC
County: Henderson
(South of Hendersonville, NC)
Depth DRILLING LOG
(Road, Community, or Subdivision and Lot No.)
From To Formation Description
2. OWNER Kenmure Properties, LTD.
US Highway 25
0 - 9' Alluvium - Grey Sandy Silt
ADDRESS
(Street or Route No.)
Containing Subrounded Gravel.
Flat Rock, NC 28731
City or Town State Zip Code
3. DATE DRILLED 5/25/93 USE OF WELL - -a, .., -'
9' - 14' Grey & Light Brown & White
4. TOTAL DEPTH 15' CUTTINGS COLLECTED ® Yes ❑ No
Very Sandy Silt Containing
5. DOES WELL REPLACE EXISTING WELL? ® Yes ❑ No
Quartz Rock Fragments.
6. STATIC WATER LEVEL: 51 FT. O above TOP OF CASING,
0 below
14' - 15' Brown Micaceous Fine
TOP OF CASING IS - FT. ABOVE LAND SURFACE.
Sandy Silt.
7. YIELD (gpm): "- METHOD OF TEST ---
8. WATER ZONES (depth): 5 1/2 '
9. CHLORINATION: Type Amount
to. CASING:
If additional space is needed use bafof f
Wall Thickness
Depth Diameter or Weight/Ft. Material
T—��—
211 SCH 4 PVC
0 5
LOCATION SKETCH
From To Ft.
(Show direction and distance from at least ,10o St !Goads,
From To Ft.
or other map reference points).
From To Ft.
11. GROUT:
Depth Material Method
-J rn
From 0 To 2 Ft. SACKCRETE HAND
From 2 To 4 Ft. BENTONITE HAND
12. SCREEN:
Depth
From 5 To 15 Ft.
From To Ft.
From To Ft.
13. GRAVEL PACK:
Depth
14. F I!1 KS: ++ QQ 99
I I0ERE6Y IC[f
STANDARDS, AND
15 Ft:
F1.
Diameter Slot Size Material
2 in. 0.010 in. PVC
in. in.
in. - - in.
IF THAT T IS WELL—DIVAS U R CE WITH 15 NCAC 2C, WE L C NST
HA A COPY P-H+� REC S T E WELL OWNER. rJ-
.e y SIGNATUR F CONTRA ,TOR OR AGENT ATE
TION

,
,
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•' yam, , e Y��`1
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66 367 27'30' 68 (ZIRCONIA 203-NW) �70, '"<rno
455� Ill NW
,AN 10C10 .'(Il!r:, it%N� ..n� `��5.,, �,:"-ll: ..
1
,

KENMURE PROPERTIES, INC.
COUNTY: HENDERSON'
DATE SAMPLED
ALKALINITY,TO pH 4.5
ALKALINITY,TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
j O
CHROMIUM,TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
COPPER
CYANIDE
DISSOLVED SOLIDS
(
l�
FLUORIDE
HARDNESS CaCo3
HARDNESS, NON CARB
IRON
LEAD
LITHIUM
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
0. 0/ u
--o- f
NITROGEN, KJELDAHL
NITRATE & NITRITE
K°3
ORGANIC SCAN
ORTHOPHOSPHATE
pH
PHENOLS
PHOSPHORUS, TOTAL
0.06
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIF. CONDUCTANCE
SULFATE
TOC (UNFILTERED)
2
f ",
TOX
TSS
VOC
<
ZINC
STATIC WATER LEVEL
$, `
�,
Red Ink=Sample taken by facility

i
COUNTY: HCAJDER,j O^1
DATE SAMPLED
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
.
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
G
COPPER
CYANIDE
DISSOLVED SOLIDS
FLUORIDE
HARDNESS CaCo3
HARDNESS, NON CARB
IRON
LEAD
LITHIUM
neu 111K = aampie iaKM Dy iacuiry

COUNTY: �l C IV D L Rs o j
DATE SAMPLED
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
®
O , 10
NITROGEN, KJELDAHL
NITRATE & NITRITE
N° ,
ORGANIC SCAN
pHf
. G
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIF. CONDUCTANCE
%�1 o
SULFATE
TOC (UNFILTERED)
7,0
TOX
TSS
VOC
7
ZINC
STATIC WATER LEVEL
i�c" xlln — IJAlllp v tafty I UJ' xaculty

T�
i
WELL NO. 0 g s 1y-6
COUNTY: ! D E P SU rJ
DATE SAMPLED
//- / 7- �77
11-17-117
11- 3- 7
11-9-YS
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
�:
j ®
7
7�
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
COPPER
CYANIDE
DISSOLVED SOLIDS
73
60
FLUORIDE
HARDNESS CaCo3
HARDNESS, NON CARB
IRON
LEAD
LITHIUM
Rea inK = aample taken by facility

Y-�yv.5 . COUNTY: HEIVDL=A S D//
DATE SAMPLED
lf-/7 57
lf-1,7-CI%
/1-3-97
11-3-if
1/-.27-19
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
J, 041
4 0. f
®, p 1
G O, f
4 p. 0 I
- o' j
NITROGEN, =LDAHL
NITRATE & NITRITE
/ ,
N t (�
/ (�
N�3 ,
0.
ORGANIC SCAN
pH
PHENOLS
PHOSPHORUS, TOTAL
0.01
O,13
d . /3
POTASSIUM
-T
SELENIUM
SILVER
SODIUM
SPECIF. CONDUCTANCE
SULFATE
TOC (UNFILTERED)
'2' p
TOX
TSS
VOC
o' 5
t 0.. uIA-
.c
D •'5'u L
ZINC
STATIC WATER LEVEL
%, 75'i
;f 751
.Kea ink = Sample taken by facility

COUNTY -5 ® A ,/
DATE SAMPLED/-
�`
ALKALINITY, TO pH 4.5
ALKALINITY, TO pH 8.3
ALUMINUM
ARSENIC
BARIUM
BERYLLIUM
BICARBONATE
CADMIUM
CALCIUM
CARBONATE
CHLORIDE
17�
CHROMIUM, TOTAL
COBALT
COD
COLIFORM, FECAL
COLIFORM, TOTAL
/ . /
<.
COPPER
CYANIDE
DISSOLVED SOLIDS
!a 9/
j�%4 r
6 7
FLUORIDE
HARDNESS CaCo,
HARDNESS, NON -CARBONATE
IRON
LEAD
LITHIUM
Red Ink = Sample taken by facility

,
MY COUNTY H,6/V0E.E'S C9sy° \
DATE SAMPLED
tf / 3 9
�t " r� "
I' , ,2 - �Jfo
j" y(�
f� -�j 0 l 6
MBAS
MAGNESIUM
MANGANESE
MERCURY
NICKEL
NITROGEN, AMMONIA
!
<®
C %, 1
f
0,03
L 0, l
NITROGEN, KJELDAHL
NITRATE & NITRITE
o, yy
f . Gr
0.33
ORGANIC SCAN
PH
PHENOLS
PHOSPHORUS, TOTAL
POTASSIUM
SELENIUM
SILVER
SODIUM
SPECIFIC CONDUCTANCE
SULFATE
TOC (UNFILTERED)
TO1
TSS
voc
ZINC
-s l�E
A-r-r.4 c NEO
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w
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0 WgIL
STATIC WATER LEVEL 7_ 7
/ .
9, 5 /
i
7.
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.,;eAnalytieal "
w1vw. pacelabs Com
Lab Sample No: 931042956
Client Sample ID: W5
Pace Analytical Servh,
9800 Kincey Avenue, SL
Nuntersville, NC
Phone: [phone]L
Fax 704.875 M
Lab Project Number: 9227835
Client Project ID: James&James 9324890
Project Sample Number: 9227835-002 Date Collected: 11/13/01 ll:40
Matrix: Water Date Received: 11/13/01 14:03
Parameters
Results
Units
Report Limit
Dilution Analyzed
CAS No. Ftnote Reg Lim
GC Volatiles
GC VOCs in Water
Prep/Method:
SM 6230D /
SM 6230D
Benzene
ND
ug/1
0.50
1.0
11/27/01
19:48
KST
71-43-2
-Bromobenzene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
108-86-1
Bromochloromethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
74-97-5
Bromodichloromethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
75-27-4
Bromoform
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
75-25-2
Bromomethane
ND
ug/1
0.50
1.0
11/27/01
19:48
KST
74-83-9
n-Butylbenzene
ND
ug/1
1.0
1.0
11/27/01
19:48
KST
104-51-8
sec-Butylbenzene
ND
ug/l
0.50
1.0
11/27/01
19:48
,KST
135-98-8
tart-Butylbenzene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
98-06-6
Carbon tetrachloride
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
56-23-5
Chlorobenzene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
108-90-7
Chloroethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
75-00-3
Chloroform
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
67-66-3
Chloromethane
ND
ug/l
0.50
1.0
11/27/01
19:48
-KST
74-87-3
2-Chlorotoluene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
95-49-8
4-Chlorotoluene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
106-43-4
1,2-Dibromo-3-chloropropane
ND
ug/1
2.0
1.0
11/27/01
19:48
'KST
96-12-8
Dibromochloromethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
124-48-1
1,2-Dibromoethane (EDB)
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
106-93-4
Dibromomethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
74-95-3
1,2-Dichlorobenzene
ND
ug/l
1.0
1.0
11/27/01
19:48
KST
95-50-1
1,3-Dichlorobenzene
ND
ug/l
1.0
1.0
11/27/01
19:48
KST
541-73-1
1,4-Dichlorobenzene
ND
ug/l
1.0
1.0
11/27/01
19:48
'KST
106-46-7
Dichlorodifluoromethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
75-71-8
1,1-Dichloroethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
75-34-3
1,2-Dichloroethans
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
107-06-2
1,1-Dichloroethene
ND
ug/1
0.50
1.0
11/27/01
19:48
KST
75-35-4
cis-1,2-Dichloroethene
ND
ug/1
0.50
1.0
11/27/01
19:48
KST
156-59-2
trans-1,2-Dichloroethene
ND
ug/1
0.50
1.0
11/27/01
19:48
KST
156-60-5
1,2-Dichloropropane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
78-87-5
1,3-Dichloropropane
ND
ug/1
0.50
1.0
11/27/01
19:48
KST
142-28-9
2,2-Dichloropropane
ND
ug/l
0.50
1.0
11/27/O1
19:48
KST
594-20-7
1,1-Dichloropropene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
563-58-6
cis-1,3-Dichloropropene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
10061-01-5
trans-1,3-Dichloropropene
ND
ug/l
0.50
1.0
11/27/01
19:0
KST
10061-02-6
Diisopropyl ether
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
108-20-3
Date: 11/28/01
Page: 3
Laboratory Certification IDs Laboratory Certification IDs
NC Wastewater 12 REPORT OF LABORATORY ANALYSIS KY Drinking Water 90090
NC Drinking Water 37706 This report shall not be reproduced, except in full, VA Drinking Water 213
Sc 99006 without the written consent of Pace Analytical Services, Inc. FL NELAP E87627

vn wpacelabscom
Lab Sample No: 931042956
Client Sample ID: W5
Pace Analytical Serv,.
9800 Kincey Avenue, 6.
Huntersville, NC,
Phone: 704.875.
fax:[phone]G.
Lab Project Number: 9227835
Client Project ID: James&James 9324890
Project Sample Number: 9227835-002 Date Collected: 11/13/01 11:40
Matrix: Water Date Received: 11/13/01 14:03
Parameters
Results
Units
Report Limit
Dilution
Analyzed
CAS No. Ftnote Rea Lim
Ethylbenzene
ND
ug/1
0.50
1.0
11/27/01
19:18
KST
100-41-4
Rexachloro-1,3-butadiene
ND
ug/1
2.0
1.0
11/27/01
19:48
KST
87-68-3
Isopropylbenzene (Cumene)
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
98-82-8
p-Isopropyltoluene
ND
ug/l
1.0
1.0
11/27/01
19:48
KST
99-87-6
Methylene chloride
ND
ug/1
2.0
1.0
11/27/01
19:48
KST
75-09-2
Methyl -text -butyl ether
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
1634-04-4
Naphthalene
ND
ug/l
2.0
1.0
11/27/01
19:48
KST
91-20-3
n-Propylbenzene
ND
ug/1
0.50
1.0
11/27/01
19A 8
KST
103-65-1
Styrene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
100-42-5
1,1,1,2-Tetrachloroethane
ND
ug/1
0.50
1.0
11/27/01
19:48
KST
630-20-6
1,1,2,2-Tetrachloroethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
79-34-5
Tetrachloroethene
ND
ug/1
0.50
1.0
11/27/01
19:48
KST
127-18-4
Toluene
ND
ug/1
0.50
1.0
11/27/O1
19:48
KST
108-88-3
1,2,3-Trichlorobenzene
ND
ug/1
2.0
1.0
11/27/O1
19:48
KST
87-61-6
1,2,4-Trichlorobenzene
ND
ug/1
2.0
1.0
11/27/01
19:48
KST
120-82-1
1,1,1-Trichloroethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
.71-55-6
1,1,2-Trichloroethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
79-00-5
Trichloroethene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
79-01-6
Trichlorofluoromethane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
75-69-4
1,2,3-Trichloropropane
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
96-18-4
1,2,4-Trimethylbenzene
ND
ug/l
0.50
1.0
11/27/O1
19:48
KST
95-63-6
1,3,5-Trimethylbenzene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
108-67-8
Vinyl chloride
ND
ug/1
0.50
1.0
11/27/01
19:48
KST
75-01-4
m&p-Xylene
ND
ug/l
0.50
1.0
11/27/01
19:48
KST
o-Xylene
ND
ug/1
0.50
1.0
11/27/01
19:48 -
KST
95-47-6
1-Chloro-3-fluorobenzene (S)
125
%
1.0
11/27/01
19:48
KST
625-98-9
Date: 11/28/01
Page: 4
Laboratory Certification IN REPORT OF LABORATORY ANALYSIS Laboratory Certification IN
NC Wastewater 12 KY Drinking Water 90090
NC Drinking Water 37706 This report shall not be reproduced, except in full, VA Drinking Water 213
Sc 99006 without the written consent of Pace Analytical Services, Inc. FL NELAP E87627

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December 11,2001
MEMORANDUM
TO: Data Users
From: Cindy Green, DWQ Che istry LabGO'�
Through: Larry Ausley
Subject: TOC Samples with data qualifier code
The TOC analysis requested on this sample set was not performed due to an administrative decision to
discard a set of TOC samples received during this period due to an unforeseen problem with the analytical
instrument. Samples appropriately preserved with sulfuric acid have been causing cumulative degradation
of the analyzer. This effect was previously unknown. The Laboratory Section has issued guidance to
preserve subsequent TOC samples with concentrated phosphoric acid in an attempt to resolve this issue.
We apologize for any inconvenience caused by this necessary action. If you have any questions please
contact Cindy Green or Larry Ausley at 733-3908.