NC0056928_GroundwaterCompleteFileA_02052019

MEMORANDUM TO FILE
Subject: Kenmure Properties, Ltd.
Henderson County
Ted Minnick met with Jon Laughter and Steve Orr at the subject facility on June 17, 2003. He observed that all the
groundwater monitoring wells at this site had been abandoned.

Laughter, Austin and Associates, P. A.
Engineering - Planning -Land Surveying
131 FOURTH AVENUE EAST
JON H. LAUGHTER HENDERSONVILLE, NORTH CAROLINA 28739 [phone]
DONALD J. AUSTIN [phone]
EDWARD P. GIBBONS
April 03, 1989
Michael D. Cleary,
Hydrogeologist
Permits Group
Central Files
P.O. Box 27687
512 North Salisbury Street
Raleigh, North Carolina 27611-7687
SUBJECT: Kenmure Properties
Septic Tanks/Sand Filters
Henderson County
AC0069949/GW89029
V v
(t
AFAR
GROUNDWATER SECTION
RALEIGH, NC
Dear Mr. Cleary:
Enclosed please find the information requested by you .in your letter dated
February 3, 1989. Th results of the re -sampling of the wells will be
forwarded to you at a later date. --- ----
If you have any questitins or need additional information, please contact my
office.
Respectfully Submitted,
IAUGMR, AUSTIN AND ASSOCIATES, P.A.
a�Laught
J-IL/sn.
Enclosures
cc: Mr. Gary Tweed
Asheville Regional Office
Asheville, N.C.
5-1&611df

FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERING/CHEMICAL
"OVER ONE HUNDRED YEARS OF SERVICE"
1881
Post Office Box 2058
Asheville, N.C. 28802
[phone]
July 1, 1987
Kenmure Properties, Limited
c/o Laughter, Austin and Associates, P. A.
131 Fourth Avenue East
Hendersonville, North Carolina 28739
Attention: Mr. Jon H. Laughter, P. E.
I
Re: Soil Evaluation
Golfside Condominiums -
Vantage Point
Kenmure
Flat Rock, North Carolina
F&R File No. 0-70-259
Report No. 2
Gentlemen:
Attached are logs presenting the information obtained in our
evaluation of the soils exposed in the sides of the test pits
excavated in the area of the Golfside Condominiums - Vantage
Point..
Froehling and Robertson, Inc. appreciates the opportunity to work
with you on this project. If there are any questions regarding
the information presented in this report, please do not hesitate
to contact us.
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 • RICHMONDNA. 23261 •
TEL [phone]
BRANCHES: ASHEVILLE, NC • BALTIMORE MD • CHARLOTTE, NC • CROZETNA •
FAYETTEVILLE, NC'• GREENVILLE. SC • NORFOLKVA • RALEIGH, NC • ROANOKE,
VA • LYNCHBURG,VA. -
m�
CHARTERMEMBER CHARTERMEMBER MEMBERSINCEMN

F&R File No. 0-70-259
Report No. 2
Page 2
LOGS OF TEST PIT EVALUATION
Golf side Condominiums - Vantage Point
Renmure
Flat Rock, North Carolina
Location: Test Pit No. 1
Depth ( ft.. )
Description
From To
0.0 0.2 Root mat and organic laden soil: J
0.2 1.9 FILL - Brown SILT, some fine sand, trace of fine
to medium mica
1.9 2.3 Dark grey organic -,laden soil
2.3 5.0 Brown SILT, a little fine to medium sand, trace
of fine mica
5.0 10.0 Greyish -brown SAND, traces of fine mica, silt,
and weathered feldspar augen
Total Depth = 10.0 feet
Test pit dry at time of evaluation

F&R File No. 0-70-259
Report No. 2
Page 3
LOGS OF TEST PIT EVALUATION
Golfside Condominiums —Vantage Point
Kenmure
Flat Rock, North Carolina
Location: Test Pit No. 2
Depth (ft. )
From To Description
0.0 0.1 Grass root mat and organic laden'soil
0.1 1.0 FILL - Brown SILT, a little fine sand, trace
of fine mica
1.0 1.1 Organic -laden soil
1.1 3.0 Brown SILT, traces of fine sand and fine mica
3.0 10.0 Greyish -brown to brown fine SAND, a little fine
mica, trace of silt. Random zones of fine to
medium sand
Total Depth = 10.0 feet
Test pit dry at time of completion

FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERS & CHEMISTS
"OVER ONE HUNDRED YEARS OF SERVICE"
1881
Post Office Box
Asheville, N.C.
[phone]
January 9, 1987
Renmure Properties Incorporated
Post Office Box 537
Flat Rock, North Carolina 28731
Attention: Mr. William H. Robbinson
2058
28802
Re: Well Construction Permit
` No. 44-0210-WM-0032
Renmure Properties, Inc.
Flat Rock, North Carolina
F&R File No. 87-70-013
Report No. - 1 11,151
Gentlemen:
Froehling and Robertson, Inc. has installed the monitor wells
and obtained the subsurface information requested by the Depart-
ment of Natural Resources and Community Development in their Y
letter of November 21, 1986 and we are submitting our findings
herein.
Two monitor wells were installed. One well, a reference well,
was installed next to the 16th fairway of the golf course. This
well Is5 4 f e.et deep. When - measured on .December 22,
water level stood at a depth of 42 feet below the top of the
casing. The second well was. installed, between Villa 23 and the
10th fairway on the golf course and is 15 feet deep. When
measured on December 22, 1986 the water in the second well stood
at a depth of 14 -feet below the top of the casing. In both
monitor wells, the top of the casing is approximately 2 feet
above the ground surface. Protective locking steel covers will
be installed on both wells the week of January 12, 1987.
The results of f la d observationsand
asoil laboratory
recoveredrinrthe
.on both disturbed
dpn 4'
Out
OT
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 • RICHMOND, VA.23261 •
TELEPHONE AREA CODE [phone]
BRANCHES: ASHEVILLE, NC • BALTIMORE, MD • CHARLOTTE, NC • CROZET, VA • .�,.�.f
GREENVILLE, SC • NORFOLK, VA • RALEIGH, NC • ROANOKE, VA • STERLING, VA.
ow(rERMEMBER CWRMRMEMBER MEMBERSiNCE1.

F&R File No. 67-70-013
Report No. 1
Page 2
F
drilling operations for the installation of the monitor wells are
presented in the tables in the Appendix.
Froehling and Robertson, Inc. appreciates the opportunity to work
with you on this project. If there are any questions regarding
the information presented in this report, please do not hesitate
to contact us.
Respectfully submitted4
FROEHLING & ROBERTSN, INC.
•mac, ;;�-�:lE�� ����
i - m- uhling J , .E.
IS al En in"
. ,..G'co chmc g
Appenu' x r ``°°X�

A P P E N D I X
r Test Boring Records
Table I
Table II
Table III
Descriptive Terms
Procedures
.Y

._............_.... .
DESCRIPTION - ELEV PENETRATION —BLOWS PER FT.
0 10 20 40 6n d0 100
* mica
BORING AND SAMPLING MEETS ASTM D-1586
CORE DRILLING MEETS ASTM 0-2113
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT.
FROEHLING & ROBERTSON, INC.
Pagel of 2 pages
TEST BORING RECORD
BORING NO. B - 1
_ DATE DRILLED 12-19-86
® UNDISTURBED SAMPLE — WATER TABLE, 24 HR.
LAB NO.
WATER TABLE, 1 HR. 8 7 -- 7 Q- 013
50 1 % ROCK CORE RECOVERY JOB NO.
� LOSS OF DRILLING WATER

54.
- DESCRIPTION ELEV PENETRATION —BLOWS PER h.
0 10 20 40 an go'),
FROEHLING & ROBERTSON, INC.
BORING AND SAMPLING MEETS ASTM D-1586 "
CORE DRILLING MEETS ASTM D-2113
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT.
A UNDISTURBED SAMPLE — WATER TABLE, 24 HR.
WATER TABLE, 1 HR.
501 % ROCK CORE RECOVERY FLOSS OF DRILLING WATER
Page 2 of 2 pages
TEST BORING RECORD
BORING NO. B-1
DATE DRILLED 12-19-86
LAB NO.
JOB NO. 87-70-013

vESCRIPTION ELEV PENETRATION -BLOWS PER %-,
0 10 20 40 e0 150 It.
,y stiff reddish -brown and
-dark grey streaked fine SAND,
3.0 some silt, trace of fine mica
Very hard brown SILT, some fine
•
Ito medium mica, trace of fine
sand
15.0
Auger Refusal at 15.0'
Apparent rock at 15,0'
Boring dry at time of completion
Installed monitor well, top of -
screen 101 below existing &,round
surface.,
r
FROEHLING & ROBERTSON,'INC.
BORING AND SAMPLING MEETS ASTM D-1586
CORE DRILLING MEETS ASTM D-2113 TEST BORING RECORD
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT. BORING NO. B _ 2
DATE DRILLED 12 -19 86
UNDISTURBED SAMPLE - WATER TABLE. 24 HR.
LAB NO.
WATER TABLE, 1 HR. $ % - % O - O 13
60 % ROCK CORE RECOVERY JOB NO.
LOSS OF DRILLING WATER

F&R File No. 87-70-013
Report No. 1
TABLE I
SOIL EVALUATION
B-1
Reference Well
1.
Morphologl
See Boring Record
2.
Percolation
Rate
1.0 in/min
3.
Total Thickness
A Horizon
12 inches
B Horizon
54 inchs
C Horizon
48.5 feet.,
4.
Restrictive
Horizons
6 inches of rock
at a depth of 22
feet
.6 !inches lof .rock
at a depth of 30
feet
B-2
Discharge Well
See Boring Record
0.625 in/min
2 inches
34 inches
12 feet
None

F&R File No. 87-70-013
Report No. 1
TABLE II
HYDROGEOLOGIC PROFILE
B-1
Reference Well
1. Major Types of
Lithologic
Strata See Boring Record
2. Estimated;.
Vertical Hydraulic
Conductivity
Not Determined
3. Depth of Mean
Seasonal High
Water Table
Estimated to be
approximately 40
feet
B-2
Discharge Well
See Boring Record
3.25 x 10-4 cm/sec
or 6.4 x 10-4 ft/min
Estimated to be
approximately 10
feet

F&R File No. 87-70-013
Report No. 1
TABLE III
SODIUM ADSORPTION RATIO
Sodium
Boring
Sample
calcium
Sodium
Potassium
Adsorption,,
No
No
ppm
ppm
ppm
Ratio
3-2
S-2
61.8
94.6
4930
34.04
B-2
S-3
46.3
84.6
3495
22.61

KEY TO SOIL CLASSIFICATIONS AND UNDERSTANDING BORING LOGS
DESCRIPTIVE ADJECTIVES
TRACE 0 - 10 %
LITTLE 11 - 20%
SOME 21 - 35%
AND > 50%
Predominant soil type CAPITALIZED on boring logs.
COMPACTNESS - Coarse -grained
soils and non -plastic fines
Descriptive Std. Pene.
Terms blows/ft.
< 4
Very looser 4 10
Loose 11 30
Medium dense 31 - 50
Dense ' "
> 50
Very dense
Should use chart to adjust for overburden.
CONSISTENCY —Fine-grained soils
with some plasticity
Std. Pene.
Descriptive
blows/ft
Terms
< 2
Very soft
2 - 4
Soft
5 _ g
Firm
9 - 16
Stiff
17 - 30
Very stiff
31 - 50
Hard
> 50
Very hard

SOIL TEST BORINGS
Soil samples were obtained using the procedures described in.ASTM
Specification D 1586-74. The borings were advanced by mechanic-
ally rotating continuous flight, hollow -stem augers into the
ground. At regular kitervals, soil samples were obtained with a
standard 1.4 inch ID,, 2 inch OD split tube sampler through the
hollow stem of the augers. The sampler was first seated 6 inches
and then driven an additional 12 inches with blows of a 140 pound
hammer falling 30 inches. The number of blows required to drive
the sampler the final 12 inches is designated the "standard
penetration resistance" and provides an indication of the soil
consistency and strength.
The soil samples thus obtained were enclosed in glass jars and
transported to the laboratory where they were examined and
classified by a Geotechnical Engineer. Soil classifications and
penetration resistances are shown on the attached Test Boring
Records.
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Engineering - Planning - Land Surveying
131 FOURTH AVENUE EAST
JON H. LAUGHTER HENDERSONVILLE, NORTH CAROLINA 28739
DONALD J. AUSTIN -
E.DWARD P. GIBBONS
March 23, 1988
North Carolina Department of Natural
Resources and Community Development
P.O. Box 370
Asheville, North Carolina 28802
ATTENTION: KAY DECHANT
Re: Compliance Monitoring Reporting
Permit No. NCO056928
Kenmure Properties, Ltd.
Henderson County
Dear Ms. Dechant,
[phone]
[phone]
Forwarded for your review and files are two blueprint copies
of the groundwater monitoring wells at Kenmure. Please check
the identification numbers on the wells.
If you have any questions regarding this matter,
tact me.
Sincerely,
LAUGHTER, AUSTIN AND ASSOCIATES, P.A.
+Jn H. Laughter
JHL/sh
Enclosures
please con-
1
23-Mar-88 C 'I V E
2
Groundwater Section
Asheville Regional Office

FROEHLING & ROBER SO , INC.
GEOTECHNICAL • ENVIRONMENTAL . MATERIALS
ENGINEERS • LABORATORIES
"OVER ONE HUNDRED YEARS OF SERVICE"
1881
Post Office Box 2058
Asheville, North Carolina 28802
[phone]
August 6, 1993
Kenmure Properties, Ltd.
c/o Laughter, Austin, and Associates
131 4t' Avenue East
Hendersonville, North Carolina 28739
Attn: Mr. Jon Laughter, P.E.
Re: Monitor Well Installation
Kenmure Properties
Flat Rock, North Carolina
F&R File No. U-70-271
Report No. 1
Gentlemen:
Froehling and Robertson, Inc. has installed four groundwater monitor wells at the subject
site in accordance with the North Carolina Division of Environment, Health, and Natural
Resources - Asheville Regional Office Permit No. NC0056928, and in accordance with the
Quotation and Proposal to Construct and Install Groundwater Monitoring Wells which was
authorized by Mr. Fred Bivens, former Director of Real Estate Operations of Kenmure
Properties, Ltd. The monitor well installation procedures began on May 17 and continued
through to May 25, 1993. The installation procedures, soil test boring records, and
monitor well records are included herein.
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 • RICHMOND, VA 23261-7524
TELEPHONE [phone] • FAX [phone]
BRANCHES: ASHEVILLE, NC • BALTIMORE, MD • CHARLOTTE, NC CHESAPEAKE, VA
CROZET, VA • FAYETTEVILLE, NC • FREDERICKSBURG, VA
GREENVILLE, SC • RALEIGH, NC • ROANOKE, VA • STERLING, VA

S I N C E
R
1881
Kenmure Properties
F&R Report No. U-70-271
Page 2
PROJECT DESCRIPTION
We understand that four groundwater monitor wells are required by the Ground Water
Section and Water Quality Section of the Division of Environmental Management. We
understand that the purpose of the monitor wells is to meet regulatory requirements in
accordance with an NPDES permit for the waste water treatment system and to provide
a means to sample the groundwater.
MONITOR WELL INSTALLATION
Seven soil test borings were performed at the approximate locations as indicated by
representatives of the Division of Environmental Management and Laughter, Austin, and
Associates. Three additional soil test borings were necessary because groundwater was not
encountered at locations where a proposed upgradient (fifth) groundwater monitor well
was requested by a DEM representative. Groundwater was not encountered in the soil test
borings performed for the upgradient well. Therefore, a upgradient monitor well was not
constructed. The location of the three soil test borings, where the installation of an
upgradient well was attempted, is shown on the attached site plan.
The purpose of an upgradient well is to establish a baseline for groundwater quality
monitoring. The upgradient well is typically located at a point which would not be
influenced by the systems being monitored, or other systems that may be located
hydrogeologically upgradient from the proposed upgradient' well. Because of local
geological conditions, F&R was not able to install a groundwater monitor wells at a point
where, in our opinion, there would be reasonable assurance that the upgradient well would
not be influenced by existing upgradient residential septic systems. Based upon our site
observations and by the depths to bedrock as encountered in the soil test borings which
were performed at each of the proposed upgradient well locations, and by the exposure of
bedrock at the ground surface at several locations to the north indicate that ridge to the
north of the Kenmure Country Club, is a massive rock pinnacle with a thin superficial soil

SINCE
F&R
,881
Kenmure Properties
F&R Report No. U-70-271
Page 3
layer. A type III well, rock well, would be necessary to encounter groundwater in rock.
However, the installation of a type III well was beyond the scope of services for this
project.
Groundwater was encountered in four of the soil test borings. These four STBs were
converted to groundwater monitoring wells, MW-1 through MW-4, by the installation of
two inch inside diameter schedule 40 PVC pipe; the screen section having a factory pre-cut
slot size of 0.010 inch. Screen installation was such to attempt to bracket the groundwater
table that was encountered at the time of the installation. At three of the monitor wells
groundwater was encountered at relatively shallow depths of approximately 5 feet and
bracketing the groundwater with screen was not entirely possible.
The annulus surrounding the screen for each well was backfilled with a clean medium to
coarse grain filter sand to approximately one foot above the screen top. The filter pack
was isolated from the remaining annulus by the placement and hydration of approximately
one to two feet of Bentonite pellets. The remaining annular space was grouted to within
six inches of the surface grade with Portland cement -sand mix. The wells were completed
at surface grade with above ground square steel pipe with a lockable caps and lockable
watertight caps were placed on the PVC risers.
To reduce the risk of cross -contamination of the boreholes, all downhole equipment was
decontaminated between each boring by high pressure steam cleaning.
WELL DEVELOPMENT
The well developement procedures were conducted on August 2 and 3, 1993 by hand
bailing using a disposable polyvinyl bailer for a minimum of five well volumes in an
attempt to remove materials (silt and sediment) which may have been introduced into the
well during its construction, and to induce hydraulic conductivity for groundwater flow into
the well.

S I N C E
R
0
1881
Kenmure Properties
F&R Report No. U-70-271
Page 4
RECOMMENDATIONS
We recommend that the furnished copies of the well construction records should sent to
the DEM for their records. Monitor wells have been developed and may be sampled at the
client's convenience.
GENERAL CONDITIONS AND LIMITATIONS
Froehling and Robertson, Inc. by virtue of providing the services described in this proposal
does not assume the responsibility of the person(s) in charge of the site, or otherwise
undertake responsibility of reporting to any local state, or federal public agencies any
conditions at the site that may present a potential danger to public health, safety or the
environment. The client agrees to notify the appropriate local, state, or federal agencies
as required by law, or otherwise to disclose, in a timely manner any information that may
be necessary to prevent any danger to public health, safety, or environment. In addition
disposal of any samples determined to be hazardous waste will be the responsibility of the
client.
Additional information regarding subsurface conditions at the study site could be obtained.
Should you desire these services Froehling and Robertson would be pleased to prepare an
appropriate proposal outlining the costs and time frame associated with any additional
services.
These services will consist solely of those described herein and will not be based upon
scientific or technical tests or procedures beyond the scope of described services. Froehling
and Robertson's services may require decisions which are not based upon pure science but
rather judgement considerations.

Kenmure Properties
F&R Report No. U-70-271
Page 5
Froehling and Robertson, Inc. appreciates the opportunity to be of service to Laughter,
Austin and Associates and Kenmure Properties. If there are any questions regarding the
information presented in this letter, please do not hesitate to contact us.
Respectfully submitted,
FR 2LI SON, INC.
Richard O. Ricks, P.E.
Geotechnical Engineer
2 cc:
Attachments:
Soil test borings
Well Construction Records
Site Plan

e
oo., f M I1-70-271
SINCE
FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERS & CHEMISTS
0 "OVER ONE HUNDRED YEARS OF SERVICE"
1881
DATE July 28, 1993
Client: KENMURE PROPERTIES, LTD.
Project: KENMURE COUNTRY CLUB
Boring No.: B-1
Total Depth: 17'
Elevation:
Location:
Type of Boring: H.S.A.
Started: 5/17/93 Completed: 5/17/93
Driller: OLIVEIRA
Elevation
Depth
DESCRIPTION OF MATERIALS
(Classification)
Sample
Blows
Sample
Depth
(Feet)
% Core
Recovery
REMARKS
5
10
15
17
TANNISH WHITE SAND
GROUNDWATER DATA
NO MEASURABLE GROUNDWATER
AT COMPLETION.
TAN SANDY SILT
TANNISH GRAY SAND
WEATHERED ROCK
BORING TERMINATED AT 17'
Vows req'd. for a 1.40 lb. hammer dropping 30 in. to drivel in O.D., 1.375 in. I.D. sampler total of id Incnes In tnreet> Scale V=5' unless otherwise noted
gents. The sum of_the last two increments of penetration is termed the standard penetration resistance, N.

Report No. U-70-271
SINCE
FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES a ENGINEERS & CHEMISTS
0 "OVER ONE HUNDRED YEARS OF SERVICE"
1881
DATE JULY 5, 1993
Client: KFNMURE PROPERTIES, LID.
Project: KENMURE COUNTRY CLUB
Boring No.: B-2 MW-1 Total Depth: 35'
1 Elevation:
t.ocation: SEE SITE PLAN
Type of Boring: H.S.A.
Started: 5/18/93 Completed: 5/18/93
Driller. OLIVEIRA
Elevation
Depth
DESCRIPTION OF MATERIALS
-
(Classification)
Sample
Blows,
Sample
Depth
(Feet).
% Core
Recovery
REMARKS
5
10
15
20
25
30
35
WHITE SANDY SILT
GROUNDWATER DATA
GROUNDWATER AT 24'
AT COMPLETION.
zu
20
zu
lb
iz
20
BORING TERMINATED AT 34.5'
of blows req'd. fora 140 lb. hammer dropping 30 in. to drive 2 in O.D., 1.375 in. I.D. samplers total of 18 inches in three 6 Scale V=5unless otherwise noted
in. increments. The sum of the last two increments of penetration is termed the standard penetration resistance, N.

SINCE
FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERS & CHEMISTS
Is, "OVER ONE HUNDRED YEARS OF SERVICE"
1681
o.......r i.. II-7n-'271 DATE 1111 V 5 _ 1993
Client: KENMURE PROPERTIES, LTD.
Project: KENMURE COUNTRY CLUB
Boring No.: B- 3
Total Depth: 24.5
Elevation:
Location: SEE SITE PLAN
Type of Boring: H.S.A.
Started: 5118/93 Completed: 5/18/93
Driller: OLIVEIRA
Elevation
Depth
DESCRIPTION OF MATERIALS
(Classification) -
Sample
Blows
Sample
Depth
(Feet)
% Core
Recovery
REMARKS
5
10
15
20
25
BROWN SILTY SAND
4.5
6.0
9.0
10.5
14.0
15.5
19.0
20.5
24.0
GROUNDWATER DATA
NO MEASURABLE GROUNDWATER
AT COMPLETION.
lu
GREY TO WHITE SANDY SILT
WEATHERED ROCK AT 19'
50
BORING TERMINATED AT 24.5'
24.5
'No. of blows req'd. for a 140 lb. hammer dropping 30 in. to dnveZ In U.u., i.'3rb in. l.u. samplera coral or to mcnes In cnree o Scale 1—b' unless omerwise nvreu
in. increments. The sum of,the last two increments of penetration is termed the standard penetration resistance, N.

Reoort No. U-70-271
SINCE
FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERS & CHEMISTS
0 "0VERONE HUNDRED YEARS OFSERVICE
"
1881
DATE July 5, 1993
Client: KENMURE PROPERTIES, LTD.
Project: KENMURE COUNTRY CLUB
Boring No.: B-4
Total Depth: 14.5'
Elevation:
Location: SEE SITE PLAN
Type of Boring: H.S.A.
Started: 5/21/93 Completed: 5/21/93
Driller: OLIVEIRA
Elevation
Depth
DESCRIPTION OF MATERIALS
(Classification)
Sample
Blows I
Sample
Depth
(Feet)
% Core
Recovery
- REMARKS
GROUNDWATER DATA
GRAY SANDY SILT .
NO MEASURABLE GROUNDWATER
5
AT COMPLETION.
10
1211
WEATHERED ROCK.
15
REFUSAL AT 17'
BORING TERMINATED AT 17'
'No. of blows req'd. for a 140 lb. hammer dropping 30 in. to drive 2 in O.D.,1.375 in. I.U. samplera total of its Inches In tnreeo Scale 1"=5' unless otherwise notea
in. increments. The sum of,the last two increments of penetration is termed the standard penetration resistance, N.

Pt nnrt Nn I on-971
SINCE
FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERS & CHEMISTS
"OVER ONE HUNDRED YEARS OF SERVICE"
teal DATE JULY 5, 1993
Client: KENMURE PROPERTIES, LTD.
Project: KENMURE COUNTRY CLUB
Boring No.: B-5 (MW-2 I
Total Depth: 15.5
Elevation:
Location: SEE SITE PLAN
Type of Boring: H.S.A.
Started: 5/21/93 Completed: 5/29/93 1Driller.
OLIVEIRA
Elevation
Depth
DESCRIPTION OF MATERIALS
(Classification)
Sample
Blows
Sample
Oepth
(Feet)
% Core
Recovery
REMARKS
5
10
15
ALLUVIUM - BLACK ORGANIC LADEN FINE
SANDY SILT, CONTAINING
SMALL SUBROUNDED GRAVEL.
4.5
6.0
9.0
10.5
14.0
15.5
GROUNDWATER DATA
GROUNDWATER ENCOUNTERED
AT 5 BLS.
ALLUVIUM - TAN SILTY SAND
RESIDUUM - GRAY SANDY SILT
BORING TERMINATED AT 15.5'
`No. of blows req'd. for a 140 lb. hammer dropping 30 in. to drive 2 in O.D., 1.375 in. I.D. sampler total of 1 B Incnes In tnree b Scale V=5' unless otherwise notea
in. increments. The sum of„the last two increments of penetration is termed the standard penetration resistance, N.

SINCE
FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES o ENGINEERS & CHEMISTS
0 "OVER ONE HUNDRED YEARS OF SERVICE"
1881
Rannrt No. I I-7n-771 DATE Jul v 6. 1993
Client: KENMURE PROPERTIES, LTD.
Project: KENMURE COUNTRY CLUB
Boring No.: B- 6 (MW73) Total Depth:
Elevation:
Location: SEE SITE PLAN
Type of Boring: H.S.A.
Started: 5/25/93 Completed: 5/25/93
Driller: OLIVEIRA
Elevation
Depth
- DESCRIPTION OF MATERIALS
(Classification)
Sample
Blows
Sample
Depth
(Feet)
% Core
Recovery
REMARKS
5
10
15
ALLUVIUM - GRAY SANDY SILT WITH
SUBROUNDED GRAVEL.
GROUNDWATER DATA
GROUNDWATER ENCOUNTERED
AT 5.5 Ft.
GRAY TO MOTTLED LIGHT BROWN VERY
SANDY SILT, QUARTZ ROCK FRAGMENTS.
BROWN MICACEOUS FINE SANDY SILT
BORING TERMINATED AT 15.5 Ft.
'No. of blows req'd. fora 140 lb. hammer dropping 30 in. to drive 2 in O.D., 1.375in. I.D. samplera total of 18 inches In tnreee Scale 1"=5' unless otherwise notea
in. increments. The sum of -the last two increments of penetration is termed the standard penetration resistance, N.

SINCE
FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERS & CHEMISTS
® "0VERONE HUNDRED YEARS OFSERVICE
"
1881
DATE .1ii1y 5_ 1AQ3
Client: KENMURE PROPERTIES LTD.
Project: KENMURE COUNTRY CLUB
Boring No.: B-7 vly]_ (Total Depth: 15.5' Elevation: Location: SEE SITE PLAN
Type of Boring: H.S.A. started: 5/25/93 Completed: 5/25/93 Driller: OLIVEIRA
Elevation
Depth
DESCRIPTION OF MATERIALS
(Classification)
Sample
Blows
Sample
Depth
(Feet)
% Core
RecoveryREMARKS
5
10
15
ALLUVIUM - BROWN SANDY SILT CONTAINING
SUBROUNDED GRAVEL.
GROUNDWATER DATA
NO MEASURABLE GROUNDWATER
RECORDED AT COMPLETION.
Its
ALLUVIUM - BROWN SANDY SILT, A TRACE
OF MICA AND SMALL GRAVEL.
BROWN FIRM MICACEOUS SANDY SILT
BORING TERMINATED AT 15.5 Ft.
'No. of blows req'd. for a 140 lb. hammer dropping 30 in. to drive 2 in O.D., 1.31b In. I.u. samplera [oral or 1 o Incnes in inreea Scale 1—tr unless omerwise rivieu
in. increments. The sum of,the last two increments of penetration is termed the standard penetration resistance, N.

MENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
.ar ENVIRONMENTAL MANAGEMENT - GROUNDWATER SECTION
P-O. BOX 2t7687 - RALEIGH.N.C. 27611, PHONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad. No. Serial No.
Lat. Long. 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
1. WELL LOCATION: (Show sketch of the location below)
V
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.
ADDRESS US Highway 25
(Street or Route No.)
0 - 35 Residuum - White
Flat Rock, NC 28731
City or Town State Zip Code
Sandy Silt.
3. DATE DRILLED 5/18/93 USE OF WELL Monitor
4. TOTAL DEPTH 35' CUTTINGS COLLECTED ❑ Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ® Yes ❑ No
6. STATIC WATER LEVEL: 34 ' FT. ❑ above TOP OF CASING,
❑ below
TOP OF CASING IS FT: ABOVE LAND SURFACE.
7. YIELD (gpm): ---- METHOD OF TEST ---
8. WATER ZONES (depth): 34'
9. CHLORINATION: Type Amount
10. CASING:
Wall Thickness
If additional space is needed use back of form.
Depth Diameter or Weight/Ft. Material
LOCATION SKETCH
From 0 To 5 Ft.
(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 0 To 20 Ft. SACKCRETE HAND
From 20 To 23 Ft. BENTONITE HAND
12_ SCREEN
Depth Diameter Slot Size Material
From 25 ToL 35 Ft. 2" in.0.010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
13. GRAVEL PACK:
14. RE
Depth Size Material
From 23 To 35 Ft. SAND
3
D E Yj� Y T� /T THIS WELL WAS CC
TA D ,'s4 AT N_COPY OF THIS RECORD_
�fE� og-�.cr�lz­
DE WITH 15 NCAC 2 W LL CONSTRUCTION
WELL OWNER. /// la7
Cr�� SIGNATURE OF CONTRACTOR OR AGENT DATE
W-1 avca 1 /RR a3 ,,,7 Submit nriainal V) Dw,,ipn n1 Fnwronmenta I�?^2 :Am of n 1 Cr1nV 10 WP.II owner

-nJAyDEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT - GROUNDWATER SECTION
P.O. BOX 27687 - RALEIGH,N.C. 2761 1, PHONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad. No. Serial No.
Lat_ Long. Pc
Minor Basin
Basin Code
Header Ent. GW-1 Ent.
DRILLING CONTRACTOR FROEHLING & ROBERTSON, INC.
MW-2
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER 1045
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 - Black Organic
ADDRESS
(Street or Route No.)
Laden Fine Sandy Silt,
Flat Rock, NC 28731
Containing Small Gravel.
City or Town State Zip Code
3. DATE DRILLED 5/21/93 USE OF WELL Monitor
4. TOTAL DEPTH 15' CUTTINGS COLLECTED ❑Yes El No
9' - 14' Possible Alluvuim -
5. DOES WELL REPLACE EXISTING WELL? Yes ❑ No
Tan, Sandy Silt.
6. STATIC WATER LEVEL: FT. O above TOP OF CASING,
j below
14' - 15' Residuum - Gray Sandy Silt.
TOP OF CASING IS FT. AS&VE LAND SURFACE.
7. YIELD (gpm): --- METHOD OF TEST ---
8. WATER ZONES (depth): 5'
9. CHLORINATION: Type --- Amount ---
10. CASING:
If additional space is needed use back of form.
Wall Thickness
Depth Diameter or Weight/Ft. Material
LOCATION SKETCH
From 0 To 5 Ft. 2"l SCH 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 0 To 2 Ft. SACKCRETE HAND
From 2 To 4 Ft. BENTONITE HAND
12. SCREEN:
Depth Diameter Slot Size Material
From 5 To 15' Ft. 2 in.0.010 in. PVC
From To Ft. in. in.
From To Ft. in. in.
13. GRAVEL- PACK:
SAND
Depth Size Material
SAND
. Ft.
14''
RKS:
++ !!� �J
q HER&WIRTI� Y THAT THIS WELL WAS CON UC D
STANDARDS, AND TIJAT Ai COPY OF THIS RECOR S B N O
�irOt�ridwater se -'
SIGNATURE OF CONTRACT
RDA WITH 15 NCAC 2C, EL CONSTRUCTION
TO T ELL OWNER.
R OR AGENT A E

1EPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
-"ION OF ENVIRONMENTAL MANAGEMENT - GROUNDWATER SECTION
P.O. BOX 27687 - RALEIGH,N.C. 27611. PHONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE ONLY
Quad. No. Serial No.
Lat. __ Long. PC
Minor Basin
Basin Code
Header Ent. GW-1 Ent.
DRILLING CONTRACTOR FROEHLING & ROBERTSON, INC.
DRILLER REGISTRATION NUMBER 1045
MW--
STATE WELL CON--;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 Monitor
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. ❑ 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
10. CASING:
Amount
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0 To 5 Ft. 2" SCH 4 PVC
From -To-Ft.-
From To Ft.
11. GROUT:
Depth Material Method
From 0 To 2 Ft. SACKCRETE HAND
From 2 To 4 Ft. BENTONITE HAND
12. SCREEN:
From _5
From
From
13. GRAVEL PACK:
N
Depth Diameter Slot Size Material
To 15 Ft. 2 in. 0.010 in. PVC
To Ft. in. in.
_ To Ft. in. in.
Depth Size Material
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)
Ft.
A l
14. L
99
kIJEAIPPRTIFY-THAT THIS WELL WAS U R CE WITH 15 NCAC 2C, WE L C NSTRUCTION
ARDS, AND THAT A COPY OF THIS REC S T E WELL OWNER.
( rQ4141t)EB der S4aG,1 --
SIGNATUR F CONTRA TOR OR AGENT ATE
nw-i Ravi—i R/RR of Fnvirnnmont�i Y.. r: . .nnnt .nrt ", t, vJP11 ow^ -Pt

+'(OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
_nVIRONMENTAL MANAGEMENT - GROUNDWATER SECTION
.0- BOX 27687 - RALEIGH,N.C. 27611, PHONE [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR FROEHLING & ROBERTSON, INC.
DRILLER REGISTRATION NUMBER 1045
FOR OFFICE USE 014LY
Quad. No. Serial No.
Lat. Long. pc
Minor Basin
Basin Code
Header Ent. GW-1 Ent.
MW-4
STATE WILL CONSTRUCTION
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.
ADDRESS US Highway 25 0 - 9' Alluvium - Tan Sandy Silt
(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 Monitor 9' - 15' Brown Micaceous Sandy Silt.
4. TOTAL DEPTH 15' CUTTINGS COLLECTED ® Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ® Yes ❑ No
6. STATIC WATER LEVEL: 51 FT. ❑ above TOP OF CASING,
❑ below
TOP OF CASING IS FT. ABOVE LAND SURFACE.
7. YIELD (gpm): METHOD OF TEST
8. WATER ZONES (depth): 51
9. CHLORINATION: Type --- Amount
10. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From 0 To 5 Ft. 2" SCH 40 PVC
From -To-Ft.-
From To Ft.
11. GROUT:
Depth Material Method
From 0 To 2 Ft. SACKCRETE HAND
From 2 To 4 Ft, BENTONITE HAND
12. SCREEN
Depth Diameter Slot Size Material
From 5 To 15 Ft. 2 in. 0.01 in. PVC _
From To Ft. in. in.
From To Ft. in. in.
13. GRAVEL PACK:
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 Size Material
From 3 To 15 Ft. SAND
From To Ft.�i�
14_ R
I DO HE RI1 1JI AT THIS WELL WAS CON CT I D CE WITH 15 NCAC 2C, WE C NSTRUCTION
SIAUDARDS, AND THAT A COPY OF THIS RECORD BE R O E WELL OWNER.
i 4l994 fv�jlr
SIGNATURE OF CONTRACT R OR AGENT ATE
G 1 R is P ,3t Submit original to Division of Environmental Management and copy to well owner

LOCATION OF ATTEMPTED ITH
,,A
as
8E
0 400 800 1200 /=
SCALE IN FEET as
es. a
ELEVATION 2200'- 2950'
1 112
2
y b�
121 / c 23 t IYI
Iz2
3
SIR LOCATIONS OF GROUNDWATERTOR WEB
}�NMURE ppORHOTILTD
CAROUNA
FLAT ROCK,
NMURE CQUNTRY CLUB
FLAT ROCK, NORTH C AROLII\A
®.> er to Bar Gral)il
APPROXIMATE LOCAT
PR01=.1I1.ING AND ROBF.RTS� ' CORPORA"11;D
ASHf:VIU.i�,, NOR;; � �-i.^::\

LAUGHTER
!LD J. AUSTIN
'ARD P. GIBBONS
Laughter, Austin and Associates, P. A.
Engineering - Planning - Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28739
� -- I (� t (,,) b e I.V. 7 , 1 c I 7
[phone]
[phone]
Car-c)l�inaa Depar,trner-it of 1"latur-al
and Community Dove 1opment
P.:O. Box 370
AsIlsville, 0ar-olina, 28302
Site PIan for Gr-cmr'id W�iter- Monitor-in�.,j Wrs.Iis
Kenmuit--e �-at FLair-;,,jay V4jjaqe
C0Unt\/
Job klo. 86 366
Dea,r- Ms,, D�chant-
E n o I ofw e d f (,,, r' 1-y' o u r, i r-1 f o r- IT) a t i o n s )ns blue='pr-if-ft ;'.'-"(--,pY c)f- 1-1 1
site P"41-1 f,'r o L. n d w a L e r IT) 0 1-i i t 0 r- i. i'T,"11 P 1, 'j" 5 f o r- Y i],
lag e i--')t Kemmure,
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LAILIGI-ITER, A(-)STIN Pfl',ID (-,SSOCIATE,`." , Pt,4',m
Jo n I -I a uj g fi t e r-
E C El V E
h 0 C T 1987
E n I C., '; I j
Groundwater Section
Asheville Regional Office

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WELL DATA TABULATION
POLLUTION SOURCE MONITORING SITE
Facility Name:,,,,,,,.^,. I�nDP/i'erG County:fehA/p�^S� •
Pollution Source (lagoon, landfill, etc.) Latitude:
Permit No: Longitude:
Non -Discharge: _ NPOES• 00
Well Const.: t�t� _O� ° - VIM - 00.3
--!�/rI- DNS: Quad No:45-5,✓
Sampled By:
ell
Well No. Date Total Diam. Screen(S)/ Grout Gravel/Sand
Installed Depth
(in) Open hole Interval Pack Remarks
(OH) (ft-ft) Interval
(ft-ft)
(ft-ft)
-17
SS" WA
3 2 3 - 8 7
SS `
�
s) 3 s'-Sb'"
p . 93 '
3 �'- ,5"S'
,a Ac�GRou ova wEr
Q�sIVA
-3'13-Si
/,r'
s i3-/
G2 �5 Y &
9 -.99- S'9
/S'
a "
C.3 ls"
v - Y '
i- ' - !s '
�S►��f
9,a�-b�9
a`.�
a.,
s� �6.a-44.7
I
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 8120/84

State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor Ann B. Orr
William W. Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT Regional Manager
GROUNDWATER SECTION
May 9, 1991
Mr. William Robbinson, President
Kenmure Properties, Ltd.
Post Office Box 537
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Compliance Monitoring Data Review
Kenmure Properties, Ltd.
NPDES Permit No. NCO069949
Henderson County, North Carolina
In a letter dated February 18, 1991, this office required that all monitor
wells be resampled in accordance with the requirements of NPDES Permit No.
NCO069949 for volatile organic compounds by Method 6230D (Capillary -Column),
"Standard Methods for the Examination of Water and Wastewater", 17th ed., 1989
or Method 502.2 "Methods for the Determination of Organic Compounds in Drinking
Water", U.S. EPA - 600/4-88/039. The Permit further requires that if any
volatile organic compounds are detected by Method 6230D, or the equivalent
Method 502.2, then EPA Methods 604 and 611 must also be run to detect other
organic compounds which may be present. The results of all analyses specified
in the monitoring requirements, including 604 and 611 if required, must be
submitted simultaneously.
This office is in receipt of the requested resampling compliance
monitoring data. In reviewing this data, exceedance of the State's groundwater
standard for benzene (1.0 ug/1) was noted in monitor well Q85w3. However, it
was also noted that the analyses were not done according to the requirements of
NPDES Permit No. 0069949. The analytical data indicates that EPA Method 8240
was used instead of the required Method 6230D or Method 502.2.
You are required to sample the monitor wells in November, 1991. Please be
advised that when sampling at that time, one of the methods specified above
should be used. In addition to the sampling required by NPDES Permit No.
NC0069949, this office is also requiring that analyses performed by EPA Methods
604 and 611 be submitted for monitor well Q85w3.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

If you have any questions, please contact me at 704-251-6208.
Sincerely,
i AS
Ann C. Rumbough
Environmental Technician
ACR/gc
cc: Jon H. Laughter
Hydrologic, Incorporated
Betty Wilcox

State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor Ann B. Orr
William W. Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT Regional Manager
February 18, 1991
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. William Robbinson, President
Kenmure Properties, Ltd.
Post Office Box 537
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Notice of Violation
Kenmure Properties, Ltd.
NPDES Permit No. NCO069949
Henderson County, North Carolina
NPDES Permit No. NCO069949 requires Kenmure Properties, Ltd. to take
samples of groundwater, analyze those samples and report the results of
analyses to the Division of Environmental Management.
Per the modification dated May 17, 1990, to the Authorization to Construct
for Permit No. NCO069949 (copies attached), analyses of volatile organic
compounds are required. You are in violation of the May 17, 1990, modification
to Permit No. NCO069949 in that volatile organic compounds were not identified.
This office is requiring that all monitor wells be resampled for volatile
organic compounds by Method 6230D (Capillary -Column), "Standard Methods for the
Examination of Water and Wastewater", 17th ed., 1989 or Method 502.2 "Methods
for the Determination of Organic Compounds in Drinking Water", U.S. EPA -
600/4-88/039. If any volatile organic compounds are detected by method 6230D,
or the equivalent method 502.2, then EPA methods 604 and 611 must also be run
to detect other organic compounds which may be present. The results of all
analyses specified in the monitoring requirements, including 604 and 611 if
required, must be submitted simultaneously.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. William Robbinson
February 18, 1991
Page 2
The analytical data shall be forwarded to this office at the letterhead
address by April 15, 1991. Data should be submitted on Compliance Monitoring
Report Forms with the laboratory analytical data attached.
Please beaware that violations of conditions of a NPDES Permit subjects
the violator to enforcement action, including but not limited to assessment of
civil penalties, in accordance with the provisions of North Carolina General
Statute 143-215.6.
Also, reported values for coliform bacteria exhibited detection limits in
excess of the groundwater standard of 1 per 100 milliliters total coliform
(i.e., well number Q85v2 reported fecal coliform < 1000/100ml). In future
samples, an appropriate method, such as the most probable number (MPN, tube),
shall be performed so that a lower detection limit can be attained.
Should it be helpful to you to discuss this matter further, I encourage
you to call Ms. Ann Rumbough at 704-251-6208.
Sincerely,
RoA�M. avis
Regional Supervisor
RMD/ACR/gc
Attachments
cc: Jon H. Laughter
Hydrologic, Incorporated
Ted Bush
Kent Wiggins
Forrest Westall
Don Link
Gary Francies

DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
i--)-/3-Qv
MEMORANDUM
TO: Bob Cheek, Groundwater Section
Raleigh Central Office
FROM: Ann Rumbough
Asheville Regional Office`
SUBJECT: Additions to the Compliance Monitoring Network
In addition to the six existing monitor wells, two new compliance monitor
wells have been constructed at Kenmure Properties, Inc. and should be added to
the compliance monitoring network. Well numbers Q85v6 and Q85w4 were
constructed to comply with NPDES Permit No. NC0069949.
Data on the new wells and a revised site location map is attached.
ACR/gc
Attachments

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44 MILS 0150, CONTOUR INTERVAL 20 FEET
15 MILS
NATIONAL GEODETIC VERTICAL DATUM OF 1929
UTM GRID AND 1978 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
THIS MAI' COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS
shown in purple and woodland coil,) INd by FOR SALE BY 'J.S. GEG1-0,31(-AL- .SURVEY. aFi0Tn^1 morim,.

f
DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
March 14, 1988
MEMORANDUM
TO: Bob Cheek, Permits and Compliance Unit Supervisor
Groundwater Section
THROUGH: Don Link, Hydrogeological Regional Supervisor
Groundwater Section
FROM: Kay Dechant, Hydrogeologist�
Groundwater Section
SUBJECT: Additions to the Compliance Monitoring Network
Four new compliance monitoring wells (well numbers Q85w3, Q85v3,
Q85v4, and Q85v5) constructed under Permit Numbers 44-0210-WM-0034 and
44-0210-WM-0036, located at Kenmure Properties, Henderson County, should be
added to the water quality monitoring network. These wells were
constructed to comply with NPDES Permit No. NCO056928. Data on the new
monitor wells is enclosed.
KD:ar
Enclosure

ww
State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor Ann B. Orr
William W. Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT Regional Manager
GROUNDWATER SECTION
October 9, 1990
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. William Robbinson, President
Kenmure Properties, Ltd.
Post Office Box 537
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Notice of Violation
Kenmure Properties, Ltd,
NPDES Permit No. NCO069949
Henderson County, North Carolina
NPDES Permit No. NCO069949 requires Kenmure Properties, Ltd. to take
samples of groundwater, analyze those samples and report the results of
analyses to the Division of Environmental Management.
In reviewing the compliance monitoring data for the groundwater monitor
wells submitted for the month of July, 1990, we find that violations of NPDES
Permit No. NCO069949 exist as follows:
North Carolina Groundwater Standards were exceeded for:
1. Fecal coliform reported for monitor wells Q85v2,
Q85v5, Q85w2, and Q85w3;
2. Total coliform reported for monitor wells Q85v3,
Q85v5, and Q85w2; and
3. Dissolved solids for monitor well Q85w2. (In a
telephone conversation with Bob Barr of Hydrologic,
Inc., it was noted that there was a recording error for
this parameter and a corrected copy of the monitoring
report form will be forwarded to this office.)
Interchange Building, 59 WoodHn Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. William Robbinson
October 9, 1990
Page 2
Please be aware that violations of conditions of a NPDES Permit subjects
the violator to enforcement action, including but not limited to assessment of
civil penalties, in accordance with the provisions of North Carolina General
Statute 143-215.6.
This office is requesting that the compliance monitoring wells in
violation of the North Carolina Groundwater Standards be resampled for fecal
and total coliform by October 22, 1990, with the results being submitted to
this office no later than October 31, 1990. Please contact this office two
days prior to sampling so that we may arrange to sample with you.
Also, it was noted that the concentrations of fecal coliform were higher
than the reported concentrations of total coliform in well numbers Q85v2,
Q85v5, Q85w2 and Q85w3. Since the number of fecal coliform should be included
in the total coliform count, there is an obvious discrepancy in the reporting
of this data.
Should it be helpful to you to discuss this matter further, I encourage
you to call Kay Dechant at 704-251-6208.
Sincerely,
Roy M. avis
Regional Supervisor
RMD/ACR/gc
cc: John H. Laughter
Hydrologic, Inc.
Ted Bush
Don Link
Gary Tweed
Gary Francies

v „a STATE
State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor
S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
March 14, 1988
Mr. Jon H. Laughter
Laughter, Austen and Associates, P.A.
131 Fourth Avenue East
Hendersonville, North Carolina 28739
Subject: Compliance Monitoring Reporting
Permit No. NCO056928
Kenmure Properties, Inc.
Henderson County, North Carolina
Dear Mr. Laughter:
David R. Spain
Regional Manager
Well identification numbers have been assigned to the four monitor
wells constructed for well construction permit numbers 44-0210-WM-0034 and
44-0210-WM-0036. The following information shall be included in the
appropriate space on Compliance Monitoring Report Forms submitted in the
future:
Well
Well
Screened
Well
Former Well #
Identification #
Depth
Interval
Construction #
Monitor
Well 03
Q85w3
57,
42' - 57'
44-0210-WM-0034
Monitor
Well #4
Q850
43'
28' - 43'
44-0210-WM-0036
Monitor
Well 05
Q85v4
29'
19' - 29'
44-0210-WM-0036
Monitor
Well #6
Q85v5
27'
17' - 27'
44-0210-WM-0034
Continue to submit the Compliance Monitoring Report Forms to the
Groundwater Section in Raleigh.
Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

.,on H. Laughter
cage 2
March 14, 1988
If you have any questions, do not hesitate to call me at 704-251-6208.
Sincerely,
xr� r
Kay Dechant
Hydrogeologist
KD:ar
cc: Bob Cheek
Wastewater Services, Inc.

DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
September 30, 1987
VTI- A -nl
TO: Bob Cheek, Permits and Compliance Unit Supervisor
Groundwater Section
THROUGH: Don Link, Hydrogeological Regional Supervisor
Groundwater Section
FROM: Kay Dechant, Hydrogeological Technician 71v�
Groundwater Section
SUBJECT: Additions To The Water Quality Monitoring Network
Two new pollution monitor wells (well numbers Q85v2 and Q85w2)
constructed under Permit No. 44-0210-WM-0032, located at Kenmure Properties,
Henderson County, should be added to the water quality monitoring network.
These wells were constructed to comply with NPDES Permit No. NC0056928. Data
on the new monitor wells is enclosed.
KD:ar
Enclosure

.(OF NATURAL ACES AND COMMUNITY DEVELOPMENT ` FOR OFFICE USE ONLY
..VIRONMENTAL MANAGEMi SIT - GROUNDWATER SECTION
BOX 27687 - RALEIGH,N.C. 27611. PHONE [phone] Ouad. No. Serial No.
Lat. J'5 f Long. 11;A9 PC ;
WELL CONSTRUCTION RECORD Minor BasinBasin Code
1 Header Ent. GW-1 Ent.
DRILLING CONTRACTOR., r o e h l i a g and Robert _ o n. Inc .
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER 421 PERMIT NUMBER: 4 4 - J 21 J -,,J M- J J 3 2
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Rock County aeadersoa
(Road, Community, or Subdivision and Lot No.)
2. OWNER i�enmure Properties, Inc
ADDRESS Post Office Box _537
Street or Route No.
Flat hock VC 26731
City or Town State Zip Code
3. DATE DRILLED 3-23-87 USE OF WELL. Moaitor
4. TOTAL DEPTH 18, CUTTINGS COLLECTED ❑ Yes U No
5. DOES WELL REPLACE EXISTING WELL? )M Yes ❑ No
6. STATIC WATER LEVEL: 13 FT. ❑ above TOP OF CASING,
below GrQQ ndd Level
TOP OF CASING IS 21 FT. A VE LAND ?A U.
7. YIELD (gpm): I V A METHOD OF TEST i3/ A
8. WATER ZONES (depth): 1 3' to 1 8'
9. CHLORINATION: Type d % A Amount 1 / A
10. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From +2 To-13'Ft. 2" Sch 4J PVC
From To Ft.
From To Ft.
Depth DRILLING LOG
From To Formation Description
J 3 daddisa-Drown and dar;c
grey t a -d fine SAJ t y
some silt, trace of fine
mica
1H 'brown STLT_ some fine to
Ilium micas Trace of
fine sand
R
7
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) j
n� I
11. GROUT:
Depth
Material
Method
p
From 3
To -12
Ft.
Cement
��
From
To
Ft.
tJirj� Ue
12. SCREEN:
Depth
Diameter Slot Size Material
W0
From - 1 3'
To - 18
Ft.
2 in.. J 1 J
in. 2 V C-
❑��
From
To
Ft.
in.
in.
vl,1)6Z2-
V,J`
From
To
Ft,
in.
in.
13. GRAVEL PACK:
Depth
Size
Material
From
_To-18'
Ft.
2S
Sarid
From
To
Ft.
,
14. REMARKS: 12"
bent_onite
seal above
pr el pack
I DO HEREBY CERTIFY THAT THIS WELL
STANDARDS, AND THAT A COPY OF THIS
15 NCAC 2C, WELL CONSTRUCTION
2G f%ac 8i
SIGNATURE Or CONTRACTOR OHionmental
DATE
GW-1 Revised 11/84 Submit original to Division of n Management and copy to well owner.

North Carolina
DePartme.-ft of Environment, Health, & Natural Resources
Division of Environmental Management
Groundwater Section
P.O. Box 29&3c*- D-# # t-
C-8 ar
UM..
VRO Av": at
$8k;tch of the location on back of form
Nearest Town: oc
KenMUrp Pro na"+;.. 11td. County -huncombe
(Mad. Community. Subdivision. Lot No.)
a 5V2
ur 9 nkm Kenm"ra D"VF1 aarangleNo.
—�
Properties, Ltd.
- -------------
3.ADDRESS: -100 Kenmire Dr.. Flat 0,,L.
4* TOPOGRApHy: draw. slope. hilltop. valley. ftt
S. USE OF WELL: Monitor DATE: A/ �895
6. TOTAL DEPTH: -J-aL— DIAMETER li—�
7. CASING REMOVED:
8- SEALING MATERIAL: ------------
Neat cement SandXaML
bags of Cement bags of cement__
gals. of water
Yds. of sand
gals. of water 0
Dlbz:
Type material Saccrete sand mix
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
de
pths and types of fln materials used,
C eA 4A1
Amount- I baq (80 lhz )
9- EXPLAIN METHOD EMPLACEMENT OF MATERIAL. a
into well casfnn
-------------------
I do hereby certify that this well abandonment record is true and exact
5<4 140 Pre -
D141
PA.
Signature of Contractor ottAgent Date
— 4 on e reverse Of Oils sheet, showing the diree-
IQ
WELL LOCATION: Draw a location. sketch thL (-4cir, `at - / —
tf on and distance of the well to at least two (2) nearby rererence points
such as roads. Intersections and streams. Identify roads
way read Identfflcatlon numbers. with State High
Submit original to the Division of Environmental Manageme.
and one copy to the owner. ntone copy to the Driller,
APR 2 51995
GW-30 Revised 3/8/90 II t ',;Et:]
kWfV111E REGIONAL 0

E CONStRUCTION RECORD
�- V v
L t.
Long.
Minor Basin
Basin Code
Header Ent
GW-1 Ent.
DRILLING CONTRACTOR. �'' ^"ti i i n and Ro B e r t a on . I u c. STATE WELL CONSTRUCTION
421 PERMIT NUMBER. 4 4- J 21 J- t l- J J 32
DRILLER REGISTRATION NUMBER
1. WELL LOCATION: (Show sketch of the location below) rla a d e r s o tt —
Flat hock County.
IJns.ect Tewn: BILLING LOG
(Road, Community, or Subdivision and Lot No.)
2. OWNER nenmure 1'ro erties Inc
ADDRESS Post Office Box 537
treat or outs o.
tta Rnrk y� 2K731
City or Town State Zip Code
3. DATE DRILLED 3— 2 3— $ 7 USE OF WELL DJ2J t Lr
4. TOTAL DEPTH 18 CUTTINGS COLLECTED ❑ Yes B No
S. DOES WELL REPLACE EXISTING WELL? Yes ❑ No
6. STATIC WATER LEVEL: 13 FT. O above lowGTzOPP�OFFdCASING.
TOP OF CASING IS — FT. �vE LAtdD SURFACE.eve1
7. YIELD (gPm):
I V A METHOD OF TEST i�/ A
8. WATER ZONES (depth): 13' to 1 8'
9. CHLORINATION: Type /
. _ A Amount A/A
10. CASING: Wail Thickness
Depth Diameter or Weight/Ft. Material
+2 _13'Ft 2" Sch 40 PVC
From To
From To Ft. —
From To Ft. —
11. GROUT: Depth Material Method
From J To -1L Ft. Cement
From To Ft.
12. SCREEN:
Depth Diameter Slot Size Material
From - 13' To - 18 Ft. lit in. • J 1 J in. h_
Fram To_Ft. hin. —
From
To FL In. IM —
13. GRAVEL PACK:
Depth Size
From -I;l! To- l d Ft. 2_y__--
From________—To Ft.
14. REMARKS: 12" bentonite seal hbovi
I DO HEREBY CERTIFY THAT THIS WELL
STANDARDS, AND THAT A COPY OF THIS f
material
Depth D
From To Formation Description
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LOCATION SKETCH
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DATE
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R1 L 0 G
iu r e Aonitorip.,r�7 Wells
76-0--.5714TITIM M-01-Tow
HYDROLOGIC PROJECT NUEER:
HYDROLOGIC SAMPLE NUMBER:
SAMPLE IDE11=ICATION:
DATE SAMPLED:
DATE EXTRACTED:
DATE/TIME ANALYZED:
ANALYSIS
Benzene
Branobenzene
Branachloranethane
Bramodichlorcuothane
Bramofonn
Bramcmethane
n-Butylbenzene
sec-Butylbenzene
tert-Butylbenzene
Carbon tetrachloride
Chlorcbenzene
Chloroediane
Chlorofonn
Chlorcrmthane
2--CMorotoluene
4-Chlorotoluene
Dibranochl-oranethane
1, 2-Dibrcux>-3-ch1orcprcpane
1, 2-Dibrcurmthane (EDB)
Dibrcmcmethane
1,2-Dichlorobenzene
1,3-Dichlorobenzene
1,4-Dichlorobenzene
Dichl-orodifluorcwthane
1,1-Dichloroethane
Hydrologic -Asheville, Inc
DA
b
F1932818
TL
FEB 10
1994
23405
11/9/93
N/A
11/15/93
METHOD EPA 502.2
CAS NO.
SDL
RESULT
ug/1)
u9/1)
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

CCHPANY NAME:
HYDROIIDGIC PROJEOr 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-retrachloroethane
1,1,2,2-Tetrachloroethane
Tetrachloroethene
Toluene
1,2,3-Trichlorobenzene
1,2,4-Ttichlor6benzene
Hydrologic -Asheville, Inc
FL932818
23405
mW-1
11/9/93
,,rWr: Ce:0 �-
CAS NO.
SDL
i 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
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

'p
%Page 3 continued
COMPANY NAME:
Hydrologic -Asheville, Inc
HYDROLOGIC PROJECT NUMBER:
FL932818
HYDROLOGIC SAMPLE NUMBER:
23405
SAMPLE IDENTIFICATION:
NW-1
DATE SAMPLED:
11/9/93
NETHoD EPA 502.2
ANALYSIS
CAS NO.
RESULT1)
(SDL ug/l)
(
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
Trichlorofluorcmethane
75-69-4
1.0
BDL
1,2,3-JPrichloropropane
96-18-4
1.0
BDL
1,214-Trimethy]benzene
95-63-6
1.0
BDL
1,3,5--Trimethylbenzene
108-67-8
1.0
BDL
Vinyl Chloride
75-01-4
1.0
BDL
Xylenes (total)
1330-20-7
1.0
BDL
Dichlorcanethane
75-09-2
1.0
BDL
BDL = Below Sample Detection Limit
SDL = Sample Detection Limit
C15 •
1491 Twilight Trail 0 Frankfort, KY 40601 0 502/223-0251 0 FAX [phone] Toll Free 1-800/728-2251

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u R
a"
December 30, 1992
Division of Environmental Management
Groundwater Section
P.O. Box 29535
Raleigh, N.C. 27626-0535
Enclosed are the Ground water Monitoring reports for Kenmure Properties sampled November
24 and 27, 1992. Due to a scheduling
error the chloride analysis was not performed. We have
corrected our records and the chloride
will be performed as required during the next sampling
event in November 1993.
If you should have any questions or if
additional sampling is required please contact me at (704)
254-5169.
Dinah H. Trammel
Manager of Corporate Services
cc: Fred Bivens
Kay Dechant
M'
G
P.O. BOX i 8029 / ASHEVILLE, NC 28814 / 122 LYMAN STREET j ASNEVILLE, NC 28801 / t741 254 5159 i FAX: (704) 252 g%1 i f TOLL i=REE: l 800 2?1 8S5r
s

REPORT OF ANALYSES
KENHURE
PROJECT MAKE: KENMURE M-WELLS
FULL CARE-HLI
DATE: 12/21/92
ASHEVILLE
Attn: DEBBIE MCCARSON
SAMPLE.NUMBER- 13725
SAMPLE ID-
WELL #1 A85V2
DATE SAMPLED- 11/24/92
TIME SAMPLED- 1630 SAMPLER -
DATE RECEIVED- 11/24/92
TIME RECEIVED- 1830
DELIVERED BY- Mark
RECEIVED BY- MLS
Page 1 of 1
ANALYSIS
ANALYSIS
METHOD
DATE TIME BY RESULT
UNITS
AMMONIA NITROGEN
EPA 350.3
12/01/92 ` MGM
0.1
mg/l
TOTAL DISSOLVED SOLIDS
EPA160.1
12/01/92'1300 MPE
135.0
mg/1
TEMPERATURE
FIELD
11/24/92 MT
50
C
PH FIELD TEST
11/25/92 MT
5.1
UNITS
NITRATE
EPA 352.1
- 11/25/92 1800 APT
9.70
mg/l
TOTAL ORGANIC CARBON
12/18/92 CEH
2.8
mg/l
LABORATORY
DIRECTOR
to
Q �
P.O. BOX 18029 / ASHEVILLE, NC 28814 / 122 LYMAN STREET / ASHEVILEE, NC 2880r / [phone] / FAX: [phone] / TOLL FREE:1.800-231.8889

0 R 0
L 0 G;
( C
N C
COMPANY NAME:
Hydrologic -Asheville,
Inc
COMPANY PROJECT:
Kenmore
HYDROLOGIC PROTECT NUMBER:
FL920191
HYDROLOGIC SAMPLE NUMBER:
10674
SAMPLE IDENTIFICATION:
#1-Q85V2
DATE SAMPLED:
11/24/92
DATE EXTRACTED:
'N/A
DATE/TIME ANALYZED:
12/07/92
METHOD EPA 502.2
ANALYSIS
CAS NO.
SDL
RESULT
( u9/1)
( u9/1)
Benzene
71-43-2
0.5
BDL
Brcanobenzene
108-86-1
0.5
BDL
Branochlorariethane
74-97-5
0.5
BDL
Bramodichlorarrethane
75-27-4
0.5"
BDL
Bromoform
75-25-2
0.5
BDL
Brcanciriethane`
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
Chlorobenzene
108-90-7
0.5
BDL
Chloroethane
75-00-3
0.5
BDL
Chloroform
67-66-3
0.5
BDL
Chlorarrethane
74-87-3
0.5;
BDL
2-Chlorotoluene
95-45-8
0.5
BDL
4-Chlorotoluene
106-43-4
0.5
BDL
Dibramochlorapethane
124-48-1
0.5.
BDL
1,2-Dibrcam-3-chloropropane
96-12-8
0.5
BDL
1,2-Dibranomethane`(EDB)
106-93-4
0.5
BDL
Dibranomethane
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
Dichlorodifluorariethane
75-71-8
0.5
BDL
1,1-Dichloroethane
75-34-3
0.51-
BDL
1003 Twilight Trail • Frankfort, Ky. 40601 •` [phone] FAX: [phone] Toll Free`. 1-800-728-2251

(W�
0 G
Page 2 continued
COMPANY NAME:
Hydrologic -Asheville, Inc
COMPANY PROJECT:
Remure'
HYDROLOGIC PROJECT NUMBER:
FL920191
HYDROLOGIC SAMPIE NUMBER:
10674
SAMPLE IDENTIFICATION:
#1-Q85V2
DATE SAMPLED:
11/24/92
METHOD 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-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
Isoprcpylbenzene
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-Prcpylbenzene
103-65-1
0.5.
BDL
Styrene
100-42-5
0.5
BDL
1,1,1,2-Tetrachloroethane
630-20-6
0.5
BDL
1,12,2-Tetrachloroethane
79-34-5
0.5
BDL
Tetrachloroethene
127-18-4
0.5
BDL
Toluene
108-88-3
0.5`
BDL
1,2,3-Trichlor6benzene
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 Freer 1-800-728-2251

R 0.
L 0 G
I' C
I N C
Page 3 continued
COMPANY NAME:
Hydrologic -Asheville,
Inc
COMPANY PROJECT:
Kerm re
HYDROLOGIC PROJECT NUMBER:
FL920191
HYDROLOGIC SAMPLE NUMBER:
10674
SAMPLE IDENTIFICATION:
#1-Q85V2
DATE SAMPLED:
11/24/92
NETHM 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
79-0.1-6
0.5
BDL
Trichlorofluoranethane
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] • Tall Free: 1-800-728-2251

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HydroLogic, Inc.
122 Lyman Street
Asheville, NC 28801
CONTROL #: 6341
RECEIVED : 12/04/91
ANALYZED : 12/05/91
SAMPLED : 11/26/91
METHOD 502.2
i
December 17, 1991
LABORATORY RESULTS
SAMPLE ID: KENMORE #1
MATRIX : WATER
METHOD : 502.2
FEB - 61992
PARAMETER
AMOUNT
UNITS
BENZENE
8.11 1
ug/L
BROMOBENZENE
ND<0.006
of
BROMODICHLOROMETHANE
ND<0.01
"
BROMODICHLOROMETHANE
ND<0.02
If
BROMOFORM
ND< 1.6
if
BROMOMETHANE
ND< 1.1
if
n-BUTYLBENZENE
ND<0.02
it
sec-BUTYLBENZENE
ND<0.02
tert-BUTYLBENZENE
ND<0.06
C-"
CARBON TETRACHLORIDE
ND<0.01
CD
CHLOROBENZENE
ND<0 .003'"�
CHLOROETHANE
ND<0.1
CHLOROFORM
ND<0.02
CHLOROMETHANE
ND<.03
"
P.O. Box 4204 • 1003 Twilight Trail • Frankfort, Ky 40604 0 [phone] Work 9 [phone] Mobile

#6341
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<0.03
ND< 3.0
ND<0.8
ND< 2.2
ND<0.02
ND<0.02
ND<0.007
ND<.05
ND<0.07
ND<0.03
ND<0.07
ND<0.02
ND<0.05
ND<0.006
ND<0.03
ND<0.05
ND<0.02
ND<0.005
ND<0.02
ND<0.05
ND<0.01
ND<0.02
ND<0.06

PARAMETER
AMOUNT
UNITS
n-PROPYLBENZENE
ND<0.004
ug/L
STYRENE
ND<0.01
it
1,1,1,2-TETRACHLOROETHANE
ND<0.005
if
1,1,2,2-TETRACHLOROETHANE
ND<0.01
if
TETRACHLOROETHENE
ND<0.04
if
TOLUENE
ND<0.01
it
1,2,3-TRICHLOROBENZENE
ND<0.03
it
1,2,4-TRICHLOROBENZENE
ND<0.03
it
1,1,1-TRICHLOROETHANE
ND<0.03
if
1,1,2-TRICHLOROETHANE
ND<0.03
of
TRICHLOROETHENE
ND<0.01
it
TRICHLOROFLUOROMETHANE
ND<0.03
11
1,2,3-TRICHLOROPROPANE
ND<0.4
if
1,2,4-TRIMETHYLBENZENE
ND<0.05
01
1,3,5-TRIMETHYLBENZENE
ND<0.004
it
VINYL CHLORIDE
ND<.02
o-XYLENE
ND<0.02
"
m-XYLENE
ND<0.01
"
p-XYLENE
ND<0.01
"
f
REVIEWED BY

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JPCCR
CS
INC.Environmental
Analytical Laboratory�JJ
'A
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 #: 4952
SAMPLE
ID: #1
.RECEIVED: 3/11/91
MATRIX:
WATER
ANALYZED: 3/13/91
METHOD:
8240
PARAMETER
AMOUNT
UNITS
ACETONE
ND<100*
Ug/L
ACROLEIN
ND<50
of
ACRYLONITRILE
of
of
BENZENE
ND< 5
if
BROMODICHLOROMETHANE
ND< 5
"
BROMOFORM
of
if
BROMOMETHANE
ND<10
of
2—BUTANONE
,�*t
ND<10
if
CARBON DISULFIDE
ND< 5
"
CARBON TETRACHLORIDE
ND< 5
�
CHLOROBENZENE
crd
�
CHLOROETHANE
ND<10
it
2—CHLORO ETHYL VINYL
ETHER
"
CHLOROFORM
ND< 5
"
1

PARAMETER
AMOUNT
UNITS
CHLOROMETHANE
ND<10
ug/L
DIBROMOCHLOROMETHANE
ND< 5
"
DIBROMOMETHANE
11if
1,4-DICHLORO-2-BUTANE
ND< 5
"
DICHLORODIFLUOROMETHANE
ND<10
1,2-DICHLOROBENZENE
ND< 5
1,3-DICHLOROBENZENE
I.
1,4-DICHLOROBENZENE
ND< 5
"
1,1-DICHLOROETHANE
91"
1,2-DICHLOROETHANE
of"
1,1-DICHLOROETHENE
if"
trans-1,2-DICHLOROETHENE
if"
1,2-DICHLOROPROPANE
of"
cis-1,3-DICHLOROPROPENE
99"
trans-1,3-DICHLOROPROPENE
IV"
ETHANOL
ND<100
ETHYLBENZENE
ND< 5
"
ETHYL METHACRYLATE
ND<10
"
2-HEXANONE
ND<50
"
IODOMETHANE
ND<10
IV
METHYLENE CHLORIDE
ND< 5
if
4-METHYL-2-PENTANONE
ND<50
it
STYRENE
ND<10
it
1,1,2,2-TETRACHLOROETHANE
if
of
TETRACHLOROETHYLENE
99"
TOLUENE
ND< 5
"
m

PARAMETER
AMOUNT UNITS
1,1,1-TRICHLOROETHANE
ND< 5 ug/L
1,1,2-TRICHLOROETHANE
of "
TRICHLOROETHYLENE
if"
TRICHLOROFLUOROMETHANE
" "
VINYL CHLORIDE
ND<10 "
XYLENE (TOTAL)
ND< 5 "
SURROGATE RECOVERIES
1,2-DICHLOROETHANE-D4
86$
TOLUENE-D8
106%
BROMOFLUOROBENZENE
86%
ANALYSIS
BY J
REVIEWED
BY
*SW 846 METHOD 8240 PRACTICAL
QUANTITATION LIMITS

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Laughter, Austin and Associates, P. A.
Engineering - Planning - Land Surveying
131 FOU
RTH AVENUE EAST
JON H. LAUGHTER HENDERSONVILLE, NORTH CAROLINA 28739 [phone]
DONALD J. AUSTIN
EDWARD P. GIBBONS [phone]
January 14,
Environmental Management Division
Groundwater Section
P.O. Box 27687
Raleigh, North Carolina 27611
1988
,
"r �a e.
I
Re: Compliance Monitoring Report Forms
for Kenmure Properties, Ltd.
Flat Rock, North Carolina
Dear Sir:
Enclosed are the compliance monitoring report forms for wells
one through six (1-6) at Kenmure in Flat Rock, North
Carolina.
If you have any questions, please contact me at this office.
Sincerely,
LAUGHTER, AUSTIN AND ASSOCIATES, P.A.
kln�tH. Laughter
JH L/sh
Enclosures

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O

FROEHLiNG & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERS & CHEMISTS
"OVER ONE HUNDRED YEARS OF SERVICE"
. 1881
Post Office Box 2058.
Asheville, N.C. 28802
[phone]
January 9, 1987
Kenmure Properties Incorporated
Post Office Box 537
Flat Rock, North Carolina 28731
Attention: Mr: William H. Robbinson
Re: Well Construction Permit
No. 44-0210-WM-0032
Kenmure Properties, Inc. ,
Flat Rock, North Carolina
F&R File No. 87-70-013
L
Report No. 1
Gentlemen:
Froehling and Robertson, Inc. has installed the monitor wells
and ,obtained the 'subsurface information requested by the Depart-
ment of Natural Resources and Community Development in their
letter of November 21, 1986 and we are submitting our -findings
herein.
Two monitor wells were installed. One well, a reference well,
was installed next to the 16th fairway of the golf course. This
well , .ice :.54 ;�f:eet :.dee_p When measured .on..� De,cember 22, • 1.9B6 . the
water level stood at a depth of 42 feet below the top of ' the
casing.' The second well was installed between Villa 23 and the
loth fairway on the golf course and is 15 feet deep. When
measured on'December '22, 1986 the water in the second well stood
at `a depth of 14 feet below the top of the casing.- In both
monitor well the top of the casing is approximately 2 feet
above the ground surface. Protective locking steel covers will
be installed on both wells the week of January 12, 1987.
i The results of field observations and laboratory tests, performed
on both :disturbed and undisturbed soil samples recovered in the
'T as
HEADQUARTERS' 3015 DUMBARTON ROAD BOX 27524 RICHMOND, VA.23261 •
TELEPHONE AREA CODE [phone] Y�
BRANCHES: ASHEVILLE, NC • BALTIMORE, MD • CHARLOTTE, NC • CROZET, VA •
GREENVILLE, SC • NORFOLK. VA`• RALEIGH, NC • ROANOKE. VA *STERLING. VA. M
L nj CHARTER MEMBER CHARTER MEMBER MEMBER SINCE 19D4

SINCE
@8
1881
F&R File No. 87-70-013
Report No. 1
Page 2
drilling operations for the installation of the monitor wells are
presented in the tables in the Appendix.
Froehling and Robertson, Inc. appreciates the opportunity to work
with you on this project. If there are any questions regarding
the information presented in this report, please do not hesitate
to contact us
Respectfully submitted,
FRO ING & ROBERTSON, INC.
in , r , p
NIM
e eehncal Engin e
7S"Qfr
Appendix
WWI
640
t
I
t

DESCRIPTION ELEV PENETRATION -BLOWS PER FT.
0 10 20 40 8n 80 100
-jj ht bxQwn ULT trace of f �ne*
Very stiff greyish -tan SILT,
some fine mica, trace of fine
sand
•
Stiff to very stiff greyish-
brown SILT, a little fine .sand,
trace of fine mica
Rock seam 20.01 to 22.5'
Rock seam-30.0' to 30.5'
* mica FROEHLING & ROBERTSON, INC.
BORING AND SAMPLING MEETS ASTM D-1586 Page 1 of 2 pages
CORE DRILLING MEETS ASTM D-2113 TEST BORING RECORD
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT. BORING NO. B-1
...
UNDISTURBED SAMPLE — WATER TABLE. 24 HR. DATE DRILLED 12 -19 - 86
WATER TABLE, 1 HR. LAB NO.
1 50 ( % ROCK CORE RECOVERY JOB NO. 8 7 - 7 0 - 013
l y LOSS OF DRILLING WATER

DESCRIPTION ELEV PENETRATION -BLOWS PER FT.
0 10 20 40 6o $0 Inc
Stiff to very stiff grey,*;ham
brown snT., a 1ittie fine sand,
trace of fine mica
Auger Refusal at 54.0'
Apparent rock at 54.0'
Water level stood at 46' below
existing ground surface.at time
of completion.
Installed reference monitor well
top of screen 44.01 below
existing ground surface,
FROEHLING & ROBERTSON, INC.
BORING AND SAMPLING MEETS ASTM D-1586
Page 2 of 2 pages
CORE DRILLING MEETS ASTM 0-2113 TEST BORING RECORD
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT. B-1
BORING NO.
UNDISTURBED SAMPLE WATER TABLE, 24 HR.DAAB NDDRILLED 12 -19 - 86
WATER TABLE, 1 HR. 8 7- 7 0 013
1 501 % ROCK CORE RECOVERY JOB NO.
l � LOSS OF DRILLING WATER

DESCRIPTION ELEV PENETRATION -BLOWS PER FT.
0 10 20 40 on so 10o
very stiff reddish -brown and
dark grey streaked fine SAND,
some silt, trace of fine mica
•
Very hard brown SILT, some fine
to medium mica, trace of fine
sand
Auger refusal at 15.01
Apparent rock at 15.0'
Boring dry at time of completion
Installed monitor well; top of
screen 101 below existing ground
surface,
FROEHLING & ROBERTSON, INC.
j
BORING AND SAMPLING MEETS ASTM D-1586
CORE DRILLING MEETS ASTM D-2113 TEST BORING RECORD
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT. BORING NO. B_ 2
.UNDISTURBED SAMPLE = WATER .TABLE, 24 HR.
DATE DRILLED 12-19 86
WATER TABLE, 1 HR. LAB NO.
50 % ROCK CORE RECOVERY JOB NO. 8 7 - 7 0 - 013
Goa. LOSS OF DRILLING WATER -

BINCE
R
Iasi
F&R File No. 87-70-013
Report No. 1
TABLE I
SOIL EVALUATION
B-1 B-2
Reference Well Discharge Well
1. Morphology See Boring Record See Boring Record
2. Percolation
r Rate 1.0 in/min 0.625 in/min
3. Total Thickness
A Horizon 12 inches 2 inches
i B Horizon 54 inches 34 inches
C Horizon 48.5 feet 12 feet
4. Restrictive
Horizons 6 inches of rock None
at a depth of 22
feet
6 Jnc.he�s ., f Hoick
at a depth of 30
feet
LAO

i1NCE.
R
F&R File No. 87-70-013
Report No. 1
TABLE Ii
HYDROGEOLOGIC PROFILE
B-1 B-2
Reference Well Discharge Well
1. Major Types of
Lithologic
Strata See Boring Record See Boring Record
2. Estimated
Vertical Hydraulic
Conductivity Not Determined 3.25 x 10-4 cm/sec
or 6.4 x 10-4 ft/min
3. Depth of Mean
Seasonal High
Water Table Estimated to be Estimated to be
approximately 40 approximately 10
feet feet

•INCE
R
Iasi
741
} F&R File No. 87-70-013
Report No. 1
r
TABLE III
SODIUM ADSORPTION RATIO
Sodium
Boring Sample Calcium Sodium Potassium Adsorption
No No PPm PPm PPm Ratio
f
B-2 S-2 61.8 94.6 4930 34.04
B-2 S-3 46.3 84.6 3495 22.61
i
,I

SINCE
R
1881Lj
Lgi KEY TO SOIL CLASSIFICATIONS AND UNDERSTANDING BORING LOGS
DESCRIPTIVE ADJECTIVES
Lw
TRACE 0 10%
LITTLE 11 20%
SOME 21 - 35%
AND > 50$
1141
Predominant soil type CAPITALIZED on boring logs.
r
COMPACTNESS - Coarse -grained
soils and non -plastic fines
Descriptive Std. Pene.
Terms blows/ft.
Very loose < 4
Loose 4 - 10
Medium dense 11 - 30
Dense 31 - 50
Very dense > 50
Should use chart to adjust for overburden.
CONSISTENCY Fine-grained soils
r� with some plasticity
L,b,I Std. Pene .
Descriptive
Terms blows/ft
Very soft < 2
Soft 2 - 4
Firm 5 8
LAW Stiff 9 - 16
Very stiff 17 30
Hard 31 - 50
Very hard > 50

14 SOIL TEST BORINGS
FM Soil samples were obtained using the procedures described in ASTM
Specification D 1586-74. The borings were advanced by mechanic
ally rotating continuous flight, hollow -stem augers into the
ground. At regular intervals, soil samples were obtained with a
standard 1.4 inch ID, 2 inch OD split tube sampler through the
Lwo hollow stem of the augers. The sampler was first seated 6 inches
and then driven an additional 12 inches with blows of a 140 pound
+ hammer falling 30 inches. The number of blows required to drive
the sampler the final 12 inches is designated the "standard
penetration resistance" and provides an indication of the soil
consistency and strength.
The soil samples thus obtained were enclosed in glass jars and
transported to the laboratory where they were 'examined and
classified by a Geotechnical Engineer. Soil classifications and
penetration resistances are shown on the attached Test Boring
Records.
I
i
i

FROEHLING & ROBERTSON, INC.
FULL SERVICE LABORATORIES • ENGINEERS & CHEMISTS
"OVER ONE HUNDRED YEARS OF SERVICE"
1881
Post Office Box 2058
Asheville, N.C. 28802
[phone]
January 9, 1987
Kenmure Properties Incorporated
Post Office Box 537
Flat Rock, North Carolina 28731
Attention: Mr. William H. Robbinson
Re: Well Construction Permit
No. 44-0210-WM-0032
Kenmure Properties, Inc.
Flat Rock, North Carolina
F&R File No. 87-70-013
Report No. 1
Gentlemen:
Froehling and Robertson, Inc. has installed the monitor wells
and obtained the subsurface information requested by the Depart-
ty Development in their
ment ofNatural f Novembere21,urces and 1986 and wemarel
letter o submitting our findings
herein.
Two monitor wells were installed. One well, a reference well,
was installed next to the 16th fairway of the golf course. This
well is 54 feet deep. When measured on December 22, 1986 the
water level stood at "a depth of 42 feet below the top of the
casing. The second well wasinstalled
and betweenis feet •
Villa deep.
dWthe
loth fairway on the golf course
hen
measured on December 22, 1986 the water in the second well stood
at a depth of 14 feet below the top of the casing. In both
monitor wells, the top of the casing is approximately 2 feet
above the ground surface. Protective locking steel covers will
be installed on both wells the week of January 12, 1987.
The results of field observations and laboratory tests performed
on both disturbed and undisturbed soil samples recovered in the
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 • RICHMOND, VA.23261 •
TELEPHONE AREA CODE [phone]
BRANCHES: ASHEVILLE, NC • BALTIMORE, MD • CHARLOTTE, NC • CROZET, VA •
GREENVILLE, SC • NORFOLK, VA • RALEIGH, NC • ROANOKE, VA •STERLING, VA.
e,�}�eF FN�F�Ffj FNDFOFN
J WpC L
CHARTERMEMBER CHARTERMEMBER MEMBERSINCE1904

SINCE
R
1881
F&R File No. 87-70-013
Report No. 1
Page 2
drilling operations for the installation of the monitor wells are
presented in the tables in the Appendix.
Froehling and Robertson, Inc. appreciates the opportunity to work
with you on this project. If there are any questions regarding
the information presented in this report, please do not hesitate
to contact us.
II
Respe tfully submitted,
F LING & ROBE T N, INC.
uhlin Jr.
G46t"dchnjcal Engi;elf�- '
<g
Appendix �' r..........=e,�
� r
ft'Sd 6Sl tl¢4v®i9C
i
It
V

A P P E N D I X
Test Boring Records
Table I
Table II
Table III
Descriptive Terms
Procedures
I

DESCRIPTION
ELEV PENETRATION -BLOWS PER FT.
0 10 20 40 6n so 1no
Lj ht bTQwn $ILT trace C?f fine,*
Very stiff greyish -tan -`SILT, some fine mica, trace of fine
sand
Stiff to very stiff greyish -
brown SILT, a little fine sand,
trace of fine mica
Rock seam 20.0' to 22.5'
Rock seam 30.0' to 30.5'
* mica FROEHLING & ROBERTSON, INC.
BORING AND SAMPLING MEETS ASTM M1586 Page 1 of 2 pages
CORE DRILLING' MEETS ASTM D-2113 TEST BORING RECORD
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT. B -1
� BORING NO.
UNDISTURBED SAMPLE WATER TABLE, 24 HR. DATE DRILLED 12 -19 - H 6
e - WATER TABLE, 1 HR. LAB NO.
50 % ROCK CORE RECOVERY LOSS OF DRILLING WATER JOB NO' 8 7 - 7 0 - 013

DESCRIPTION
ELEV
0
PENETRATION -BLOWS PER FT.
10 20 40 8n 60 100
Stiff to very stiff greyi ah.,,
brown SILT, a little fine sand,
trace of fine mica
Auger Refusal at 54.01
Apparent rock at 54,0'
Water level stood at 461 below
existing ground surface at time
of completion.
Installed reference monitor well
tap of screen 44.01 below
existing ground surface,
kid
FROEHLING & ROBERTSON, INC.
BORING AND SAMPLING MEETS ASTM D-1588 Page 2 of 2 pages
CORE DRILLING MEETS ASTM D-2113 TEST BORING RECORD
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4IN. I.D. SAMPLER 1 FT. B-1
l BORING NO.
UNDISTURBED SAMPLE — WATER TABLE. 24 HR.
DATE DRILLED 12-19-86
WATER TABLE, 1 HR. LAB NO.
8 % - % 0 - 013
50 % ROCK CORE RECOVERY JOB NO.
j � LOSS OF DRILLING. WATER

DESCRIPTION ELEV PENETRATION -BLOWS PER FT.
0 10 20 40 on 80 100
-Very stiff reddish -brown and
dark grey streaked fine SAND,
some silt, trace of fine mica
Very hard brown SILT, some fine
to medium mica, trace of fine
sand
Auger refusal at 15.01
Apparent rock at 15.01
Boring dry at time of completion
Installed monitor well, top of
screen 101 below existing ground
surface,
LA
FROEHLING & ROBERTSON, INC.
BORING AND SAMPLING MEETS ASTM D-1586
CORE DRILLING MEETS ASTM D-2113 TEST BORING "RECORD
M1 PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REOUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT. B- 2
� BORING NO.
UNDISTURBED SAMPLE = 'WATER TABLE, 24 HR. DATE DRILLED 1 2 -19 - H 6
1 = WATER TABLE, 1 HR. LAB NO. H % - % 0 - 013
60 % ROCK CORE RECOVERY JOB NO.
� LOSS OF DRILLING WATER

F&R
File No. 87-70-013
Report No. 1
TABLE I
SOIL EVALUATION
L,
B-1
B-2
Reference Well
Discharge Well
1.
Morphology
See Boring Record
See Boring Record
2.
Percolation
Rate
1.0 in/min
0.625 in/min
3.
Total Thickness
A Horizon
12 inches
2 inches
B Horizon
54 inches
34 inches
C Horizon
48.5 feet
12 feet
4.
Restrictive
Horizons
6 inches of rock
None
at a depth of 22
feet
6 inches of rock
at a depth of 30
feet

SINCE
R
0
1881
F&R File No. 87-70-013
Report No. 1
I
TABLE- II
HYDROGEOLOGIC PROFILE
! B-1
B-2
Reference Well Discharge Well
1. Major Types of
Lithologic
Strata See Boring Record See Boring Record
2. Estimated
Vertical Hydraulic
Conductivity Not Determined 3.25 x 10-4 cm/sec
or 6.4 x 10-4 ft/min
3. Depth of Mean
Seasonal High
Water Table Estimated to be Estimated to be
j approximately 40 approximately 10
feet feet

F&R File
No. 87-70-013
Report No. 1
TABLE III
SODIUM
ADSORPTION RATIO
Sodium
Potassium
Sodium
Adsorption
Boring
Sample
Calcium
No
No
PPm
ppm
PPm
Ratio
B-2
S-2
61.8
94.6
4930
34.04
°i
B-2
S-3
46.3
84.6
3495
22.61
L,_

SINCE
R
0
1881
I
KEY TO SOIL CLASSIFICATIONS AND UNDERSTANDING -BORING -LOGS
DESCRIPTIVE ADJECTIVES
TRACE 0 - 100
LITTLE 11 - 200
SOME 21 - 35%
AND > 50%
Predominant soil type CAPITALIZED on boring logs.
COMPACTNESS - Coarse -grained
soils and non -plastic -fines
Descriptive Std. Pene.
Terms blows/ft.
Very loose < 4
Loose 4 - 10
Medium dense 11 - 30
Dense 31 - 50
Very dense > 50
Should use chart to adjust for overburden.
CONSISTENCY - Fine-grained soils
with someplasticity_
Descriptive
Std. Pene.
Terms blows/ft
Very soft 2 < 4
Soft
Firm 5 _ g
Stiff 9 - 16
Very stiff 17 - 30
Hard 31 - 50
Very hard > 50

SOIL TEST BORINGS
Soil samples were obtained using the procedures described in ASTM
Specification D 1586-74. The borings were advanced by mechanic-
ally rotating continuous flight, hollow -stem augers into the
ground. At regular intervals, soil samples were obtained with a
standard 1.4 inch ID, 2 inch OD split tube sampler through the
hollow stem of the augers. The sampler was first seated 6 inches
and then driven an additional 12 inches with blows of a 140 pound
hammer falling 30 inches. The number of blows required to drive
the sampler the final 12 inches is designated the "standard
penetration resistance" and provides an indication of the soil
consistency and strength.
The soil samples thus obtained were enclosed in glass jars and
transported to the laboratory where they were examined and
classified by a Geotechnical Engineer. Soil classifications and
penetration resistances are shown on the attached Test Boring
Records.

Laughter, Austin and Associates, P. A.
Engineering - Planning - Land Surveying
131 FOURTH AVENUE EAST
JON H. LAUGHTER HENDERSONVILLE, NORTH CAROLINA 28739 [phone]
DONALD J. AUSTIN [phone]
EDWARD P. GIBBONS
March 1. , 1987
Ms. Laura Kay Dec.hant
Land Quality Section
NRCD
P.O. Box 370
Ashevl.11e, North Carolina :28802---0:370
Dear Kay,
The attached Forms and Reports On test wells 1 and 2 are for-
warded for review and approval. As discussed with you on
March 12, 1987, Wastewater Services will be required to per-
form additional.. tests this. month„ However, it is agreed that
any 'testing should be withheld until Froeling and Robertson
complete drilling and placing grout. The well 'test data mint
be shown on Form OW--59h In order that future tests are com-
pleted timely and satisfactorily, please provide Wastewater
Services with a copy of written instructions for performing
these testsw
If you need additional. information concerning the Kenmure
Project, please phone me.
`eery truly yours,
LAUGHTER, AUSTIN AND ASSOCIATES, P.A,
Jon H. Laughter
Enclosures
Oi
C�
JHL'sst7
i

1
Industrial &
Environmental Analysts,
lnfi.
- P.O. 4ox 12846 • Research Triangle Pork, NC 27709
• 919-467-9919
February 10, 1987
Mr. Thomas Barr
Waste Water Services
122 Stewart Street
Asheville, NC 28806
Reference: IEA Report No. 344-32
Dear Mr. Barr:
Transmitted herewith are the results of analyses on two
samples submitted
to our laboratory on February 3, 1987.
Renmure
Kenmure
#1
#2
Total Organic 2..5
3.6
Carbon
Very truly yours,
INDUSTRIAL & ENVIRONMENTAL ANALYSTS, INC.
C %
Joseph B. Adamovic
Senior Chemist
B a J A t c
1--0ices and laboratories located in: Essex Junction, Vermont
nReseorch Triangle Park, North C rolia

,...c... yr n rrmr�.,__.�wunKa wnV {VM1YM'fll� {7EYO.QPN@IT. _..
9MVIROlMENTAL MANAGEMENT - GROUNDWATER SECTION
. #14. BOX 27667 - RALEIGH,N.C. 27611. PHONE [phone]
WELL CONSTRUCTION RECORD
FOR OFFICE USE G,
Quad. No. Serial No.,_
Lat. s, X Long. Z P�,
Minor Basin
Basin Code
Header Ent. OW-1 Ent.
DRILLING CONTRACTOR Froehling and Robertson, Inc.
DRILLER REGISTRATION NUMBER 421
STATE WELL CONSTRUCTION
PERMIT NUMBER: _44-0210-WM-0032
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Rock
County: Henderson
KemmnrP !-yi l l a 29
(Road, Community, or Subdivision and Lot No.)
Depth DRILLING LOG
2. OWNER Kenmure Partnership
From To Formation Descrip tion
0.0 3.0 Reddish -brown and dark grey
ADDRESS Post Office Box 537
streaked fine SAND, some silt,
Street or Route No.
Flat Rock N.C. 28731
trace of fine mica
City or Town State Zip Code
3.0 15.0 Brown SILT, some fine to mediu
3. DATE DRILLED 12-19-86 USE OF WELL. Monitor
mica, trace of fine sand
4. TOTAL DEPTH 7 5 0, CUTTINGS COLLECTED ® Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes R1 No
6. STATIC WATER LEVEL: 13 , n FT. O above TOP OF CASING,
����'460�
M below
TOP OF CASING IS 2.0 FT. ABOVE LAND SURFACE.
7. YIELD (gpm): INA METHOD OF TEST N fA
8. WATER ZONES (depth): 13 1 -15'
9. CHLORINATION: Type N/A Amount N/A
10. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From +2 To -•10 Ft. 2" Sch 40 PVC
From - -To-Ft.-
From To Ft.
11. GROUT:
Depth Material Method
From To Ft.
From To Ft.
12. SCREEN:
Depth Diameter Slot Size Material
From -10 To- Z15 Ft. 2:` in. .010 in. PVC
From To Ft. in. in.
From To Ft. in, in.
13. GRAVEL PACK:
Depth Size Material
From -R To_-15 Ft. 2 SAND
From To Ft. ,
14. REMARKS: 1211' ht-nEnn+tp ePal nh m t ra-rcl tnar i-
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)
D Ver-look U� e -
� Well
15 Tee -
rod
I DO HEREBY CERTIFY THAT THIS WELLS CONSTRUCTE. IM ACCORDANCE WIT
STANDARDS, AND THAT A COPY OF THIS O15 C 2C, WELL CONSTRUCTION
ORDE .BE MID7 �WEG 27
SIGNAT RE OF CONTRACT R OR DATE
GW-1 Revised 11/84 Submit original to Division of Environmental Management and copy to well owner.

VItONMENTAL MANAGEMENT - GROU DWATER BECTION
.i. BOX 27687 - RALFKiKKC. 27611. PHONE [phone]
WELL CONSTRUCTION RECORD
DRILLING CONTRACTOR Froehling & Robertson, Inc
FOR OFFICE USE O,
Quad. No. Serial No.*-.,
Lat. 36 3 b Long. $*2 a l Pa.
Minor Basin
Basin Code
Header Ent. QW-1 Ent.
STATE WELL CONSTRUCTION
DRILLER REGISTRATION NUMBER 421 PERMIT NUMBER; 44-0210-WM-0032
1. WELL LOCATION: (Show sketch of the location below)
Nearest Town: Flat Rock County: Henderson
(Road, Community, or Subdivision and Lot No.)
2. OWNER Kenmure Partnership
ADDRESS post Office Box 537
(Street or Route No.
Flat Rock NC 28731
City or Town State Zip Code
3. DATE DRILLED 1 2-1 9-86 USE OF WELL Moni for
4. TOTAL DEPTH Sd n fi- CUTTINGS COLLECTED ® Yes ❑ No
5. DOES WELL REPLACE EXISTING WELL? ❑ Yes ® No
6. STATIC WATER LEVEL: 44 - 0 FT. ❑ above TOP OF CASING,
ER below
TOP OF CASING IS_2.0 FT. ABOVE LAND SURFACE.
7. YIELD (gpm): INA METHOD OF TEST N/A
8. WATER ZONES (depth): 44.01 to 54.01
9. CHLORINATION: Type N/A Amount NI
10. CASING:
Wall Thickness
Depth Diameter or Weight/Ft. Material
From +2 To -44 Ft. 2" Sch 40 PVC
From -To-Ft.-
From To Ft.
11. GROUT:
Depth Material
From To Ft:
From To Ft.
12. SCREEN:
Method
Depth Diameter Slot Size Material
From -44.0. To nS4. 0 Ft. 2" in. , 010 in. PVC
From To Ft. in. in.
From To Ft in. in.
13. GRAVEL PACK:
Depth Size Material
Depth DRILLING LOG
From To Formation Description
n (1 ] ,n T,t_brown STT.T, trace of fine
mica
1.0 5.0 greyish tan SILT, some fine
mica, trace of fine sand
5.5 54.0 Greyish --brown SILT, a little
fine sand, trace of fine mica.
Six inch thick rock seams
at 22.0' and 30.0'
�b/R`iilrl/1FrO
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)
From -42.0 To -54.0 Ft. 2, i SAND pV�
From To Ft. ,
14.REMARKS: 12° hentonite seal above gravel pack
well
,0
�v
ti I
I
duplex 0/6
Fs�rwa�
I
I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE W TH 1 NCAC 2C, WELL CONSTRUCTION
STANDARDS, AND THAT A COPY OF THIS�iECORqHAS2BE
joOVI ED TO THE E
SIGNATURE OF CONTRACTOR 09 AGENT 61 DATE /
GW-1 Revised 11/84 Submit original to Division of Environmental Management and copy to well owner.

W@jj-t@awju@ err f�rrviiccf Ilnc®
9
P.O. Box 18029 • Asheville, North Carolina 28814-0029 • 704/254-5169
March 10, 1987
Kenmure Properties
re: Well #1
Dear Sir:
Please find the results of analysis of your water listed below.
Parameter
Units
•MCL
"Results
Parameter
Units
*MCL
Results
Comments
Aluminum
m / I
Nitrate
m / 1
10.0
0.83Date
Samples
Cglle,Gted
Date Received:
3-4-87
Arsenic
mg/ 1
0.05
Nitrate -Nitrite
mg/ I
Barium
m / 1
1.0
Phenol
u / I
Cadmium
mg/ 1
0.010
Phos ate
m /1
Calcium
mg/ I
Phosphorus
mg/ I
Date Sample
Analyzed
3-4,7-87
Chromium
m / 1
0.05
Selenium
m / 1
0.01
Color
Silver
mg/ 1
0.05
Copper
m / I
Sodium
m / I
Date Reported
3-8-87
Cyanide
mg/ I
Turbidity
NTU
Flouride
mg/ I
Zinc
mg/ I
Iron
mg/ 1
0.3
Corrosivity
Analyst
s
Lead
m /I
0.05
Hardness
Manganese
mg11
0.05
Total Colifnrm
o
L 100m1/
Magnesium
mg/ I
H
1 5.9
Certified -by:
Dr. Fred Holtkamp
Mercury
mg/ 1
0.002
Langlier
Saturation Index
Molybdenum
mg/ I
Alkalinity
mg/ I
M.B.A.S. (Detergents)
m / I
I Ortho Phosphate
m / I
Nickel
mg/ I
Chloride
mg/l
8.0
Beryllium
-mg/1
Dissolved solids
/1
102.
Thalium
m /l
T. Ammonia
m /1
r 0.1
depth to water level 131211 Fecal Coliform 0
It is a pleasure serving you. If you have any questions, or if we can be of further service,
please let us know.
Yours truly,
Wastewater Service, Inc.
Complete Wastewater Treatment Services •Consulting • Start-ups • Operation • Maintenance • Monitoring 9 Reporting
State Certified Laboratory • Charter Member Commercial Laboratories Association of N.C.

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WWLtcw0r f�rrviiccj Ilnc®
9
P.O. Box 18029 . Asheville, North Carolina 28814-0029 • 704/254-5169
March 10, 1987
Kenmure Properties
re: Well #2
Dear Sir:
Please find the results of analysis of your water listed below.
Parameter
Units
*MCL
*Results
Parameter
Units
I *MCL
Results
Comments
Aluminum
mg/ I
Nitrate
mg/ 1
10.0
0.43
Date Samples
3CII Aed:
Date Received:
3-4-87
Arsenic
mg/ 1
0.05
Nitrate -Nitrite
mg/ I
Barium
mg/ 1
1.0
Phenol
u /I
Cadmium
mg/ 1
0.010
Phos ate
m /1
Calcium
mg/ I
Phosphorus
mg/ I
Date Sample
Analyzed
3-4 , 7-87
Chromium
mg/ 1
0.05
Selenium
mg/ 1
0.01
Color
Silver
m / 1
0.05
Copper
m / I
Sodium
m / I
Date Reported
3-8-87
Cyanide
mg/ I
Turbidity
NTU
Flouride
mg/ I
Zinc
mg/ I
Iron
mg/ 1
0.3
Corrosivity
Analyst
_r
Lead
m / 1
0.05
Hardness
Manganese
mg/1
0.05
Total Colifnrm
c
0
100m1'.
Magnesium
mg/ I
H
6.0
Certified by:
Dr. Fred Holtkamp
Mercurymg/
1
0.002
Langlier
Saturation Index
Molybdenum
mg/ I
Alkalinity
mg/ I
M.B.A.S. (Detergents)
m / I
Ortho Phosphate
m / I
Nickel
mg/ I
Chloride
mg/l
6.5
Beryllium
mg/ I
Dissolved solids
g/1
76.
Thalium
m /I
T. Ammonia I
mg/1
40.1
depth to water level 42110" Fecal Coliform 0
It is a pleasure serving you. If you have any questions, or if we can be of further service,
please let us know.
Yours truly,
Wastewater Service, Inc.
Complete Wastewater Treatment Services • Consulting • Start-ups • Operation • Maintenance • Monitoring • Reporting
State Certified Laboratory • Charter Member Commercial Laboratories Association of N.C.
__

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SAMPLES
NAME OF FACILITY: Kenmure Properties, Ltd.
COUNTY: Henderson
RALEIGH
Parameters Bottles
TOC Disposable (Unfiltered) add preservative
H3PO4 to pH < 2 ICE
----------------------
Ammonia Nitrogen Disposable (Unfiltered) - P & N
NO, add preservative 25 o H2SO, to pH < 2 ICE
Total Phosphorus (not on permit but sample anyway)
----------------------
Chloride Disposable (Unfiltered) no preservative
----------------------
Total Dissolved Solids Disposable (Unfiltered) preservative ICE
----------------------
ASHEVILLE
Parameters Bottles
Total Coliform 250 ml wide -mouth sterile plastic bottle
Fecal Coliform (preservative added by lab)
TOTAL NO. OF WELLS: 8
TOTAL NO. OF BOTTLES: 32 Disposables
8 Coliform
ADDITIONAL SAMPLING REQUESTED (other than Permit requirements):

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
Asheville Regional Office
GROUNDWATER SECTION
December 21, 2001
Mr. William G. Robbinson, Owner
Kenmure Properties, Ltd.
100 Kenmure Drive
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Groundwater Monitor Well Analytical Results
Kenmure Properties, Ltd.
Wastewater Treatment Facility
Permit No. NCO069949
June 23, 1989 Authorization to Construct
Henderson County, North Carolina
Enclosed for your information are copies of the analytical results for samples collected by this
office from the groundwater monitor wells on November 13, 2001. Also enclosed is a copy of the NC
DENR/DWQ Chemistry Laboratory Data Qualifier Codes sheet for future reference.
If you have any questions, please contact me at [phone].
Sincerely, i
C, .vl`^G U
i
Ann C. Rumbough
Environmental Technician
/acr
Enclosures
An
Groundwater Section, 59 Woodfin Place Asheville, NC 28801-2414 Telephone: [phone] Customer Service
Fax: [phone] 623-7748

„GROUNDWATER SECTION Page of
AIAIN OF CUSTODY (COC) RECORD `
rVQ LABORATORY (check one): [CENTRAL [ ] ARO [ ] WaRO
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Field storage conditions and location (when applicable):
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DATE
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Date
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iA\Forms\Sample Receiving\COC form GW 4/10/01dbs

MONITOR WELL SAMPLING FIELD LOG
Date: November 13, 2001
Facility: Kenmure Properties
County: Henderson
Contact: Juanita James - James & James
Split samples with Pace, Inc - Mark Swann
Well #
Depth
SWL (ft)
Amt.
Time
Remark
(ft)
Bailed/Pumped
Q85v5
27.0
24.1
ARO bailed 1
1130
Water slightly muddy.
gal.
SLOPE BEHIND VANTAGE
(Pace bailer)
POINT CONDOS
TEMP: 15.00 C
pH: 5.41
Spec. Cond.: 78.8
RECHARGES SLOWLY
Q85v6
15.0
1025
Well dry.,
NEAR GOLFSIDE
CONDOS II
(121-133 OVERLOOK DR)
Q85v7
15.0
6.9
ARO bailed dry
1215
Water very muddy.
at 2 gal. Let
BEHIND MAINT.
recharge.
BUILDING
(Pace bailer)
TEMP: 14.70 C
pH: 5.63
Spec. Cond.: 239
Q85v8
15.0
5.95
ARO bailed
1205
Water very muddy.
4-1/2 gal.
NO. 1 FAIRWAY NEAR
(Pace bailer)
POND
TEMP: 16 .1 ° C
pH: 5.25
Spec. Cond.: 123

Q85w2
55.0
50.10
Not purged.
1040
Water muddy.
TREE LINE SOUTH OF
16TH GREEN
TEMP: 13.V C
pH: 6.18
Spec. Cond.: 174
Q85w4
26.7
1015
Well dry.
OFF FOREST VIEW DRIVE
Q85w5
15.0
8.1
Pace bailed
1140
Water muddy.
3-1/2 gal.
CREEK JUNCTION BELOW
(Pace bailer)
TENNIS COURTS
TEMP: 16.7 ° C
pH: 5.55
Spec. Cond.: 138
Q85w6
35.0
1030
Well dry.
NEAR 16TH FAIRWAY OFF
OVERLOOK DRIVE

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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURctt
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
December 6, 2000

Samples collected and GW-54 forms completed by:r° f
Lab Only
Lab No.
Quad
Na.
Location
"{
Date
Time
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MONITOR WELL SAMPLING FIELD LOG
Date: November 15, 2000
Facility: Kenmure Properties
County: Henderson
Contact: Juanita James - James & James
Split samples with Pace, Inc - Mark Swann
Well #
Depth
SWL (ft)
Amt.
Time
Remark
(ft)
Bailed/Pumped
Q85v5
27.0
24.0
ARO bailed
11:55 AM
Water slightly muddy.
1/2 gal.
SLOPE BEHIND VANTAGE
(Pace bailer)
POINT CONDOS
TEMP: 13 . 9° C
pH: 5.46
Spec. Cond.: 70.0
RECHARGES SLOWLY
Q85v6
15.0
10:50 AM
Well dry.
NEAR GOLFSIDE
CONDOS II
(121-133 OVERLOOK DR)
Q85v7
15.0
6.5
ARO bailed
10:25 AM
Water very muddy.
1-1/2 gal.
BEHIND MAINT.
(Pace bailer)
BUILDING
TEMP: 14.4° C
pH: 5.44
Spec. Cond.: 92.0
Q85v8
15.0
5.45
ARO bailed
12:25 PM
Water very muddy.
1-1/2 gal.
NO. 1 FAIRWAY NEAR
(Pace bailer)
POND
TEMP: 16.7 ° C
pH: 5.36
Spec. Cond.: 93.3

Q85w2
55.0
50.18
Not purged.
11:20 AM
Water very muddy.
TREE LINE SOUTH OF
16TH GREEN
TEMP: 12.3° C
pH: 6.14
Spec. Cond.: 60.0
Q85w4
26.7
11:00 AM
Well dry.
OFF FOREST VIEW DRIVE
Q85w5
15.0
8.05
Pace bailed
12:20 PM
Water muddy.
1-1/2 gal.
CREEK JUNCTION BELOW
(Pace bailer)
TENNIS COURTS
TEMP: 16.4' C
pH: 5.62
Spec. Cond.: 92.0
Q85w6
35.0
11:05 AM
Well dry.
NEAR 16TH FAIRWAY OFF
OVERLOOK DRIVE

E �j N-R
:`..
�4 .1AMES B. HUNT JR. - �
GOVERNOR
�t1
NORI,,-'' CAROLINA DEPARTMENT G.
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
January 10, 2000
Mr. William G. Robbinson, Owner
Kenmure Properties, Ltd.
100 Kenmure Drive
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Groundwater Monitor Well Analytical Results
Kenmure Properties, Ltd.
Wastewater Treatment Facility
Permit No. NCO069949
June 23, 1989 Authorization to Construct
Henderson County, North Carolina
Attached for your information are copies of the analytical
results for samples collected by this office from the groundwater
monitor wells on November 29, 1999.
If you have any questions, please contact me at
[phone].
Sincerely,
C C .
Ann C. Rumbough
Environmental Technician
Attachments
INTERCHANGE BUILDING, 59 WOODFIN PLACE, ASHEVILLE. NC 28801-2414
PHONE [phone] FAX.[phone]
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

Samples collected' and GW-54 forms completed by: I�CoV'`.�9O � C
_ j
l� a�lotip�`30a H
Lab Only
Lab No.
Quad
No.
Location
bate
Time
No. of
Containers
Ze—g9
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;
Date/Time
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Method of Shipment: / C-
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Seal by:
Security Type and Condition: Lock by:
Broken'rby - �"
Open by: r .'"``/
GW-63 Revised 9/87
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MONITOR WELL SAMPLING FIELD LOG
Date: November 29, 1999
Facility: Kenmure Properties
County: Henderson
Contact: Juanita James - James & James
Split samples with Pace, Inc - Mark Swann
Well #
Depth
SWL (ft)
Amt.
Time
Remark
(ft)
Bailed/Pumped
Q85v5
27.0
22.55
Pace bailed
12:15 PM
Water slightly muddy.
1/2 gal.
SLOPE BEHIND VANTAGE
(Pace bailer)
POINT CONDOS
TEMP: 14' C
RECHARGES SLOWLY
Q85v6
15.0
14.85
11:30 AM
Well dry.
NEAR GOLFSIDE
CONDOS II
(121-133 OVERLOOK DR)
Q85v7
15.0
5.80
ARO bailed
10:40 AM
Water very muddy.
1-1/2 gal.
Stagnant water
(ARO bailer)
standing in casing.
Grass roots in well.
BEHIND MAINT.
BUILDING
TEMP: 150 C
Q85v8
15.0
5.60
ARO bailed
12:45 PM
Water very muddy.
1-1/2 gal.
NO. 1 FAIRWAY NEAR
(Pace bailer)
POND
TEMP: 16 ° C
Q85w2
55.0
49.97
Pace bailed
11:40 AM
Water very muddy.
3/4 gala
TREE LINE SOUTH OF
(Pace bailer)
16TH GREEN
TEMP: 130 C

Q85w4
26.7
24.5
11:20 AM
Well dry.
OFF FOREST VIEW DRIVE
Q85w5
15.0
7.75
Pace bailed
1-1/2 gal.
(Pace bailer)
12:35 PM
Water muddy.
CREEK JUNCTION BELOW
TENNIS COURTS
TEMP: 160 C
Q85w6
35.0
35.5
11:35 AM
Well dry.
NEAR 16TH FAIRWAY

- MONITOR WELL SAMPLING FIELD LOG
Date: November 3, 1998
Facility: Kenmure Properties
County: Henderson
Contact: Juanita James - James & James
Split samples with Pace, Inc - Mark Swann
Well #
Depth
SWL (ft)
Amt.
Time
Remark
(ft)
Bailed/Pumped
Q85v5
27.0
23.1
Pace bailed 1
11:30 AM
Water slightly muddy.
gal. (Partial
SLOPE BEHIND VANTAGE
sample -Fecal
POINT CONDOS
Colif, Total
TEMP: 15' C
Colif, TOC,
P & N)
RECHARGES SLOWLY
Q85v6
15.0
15.80
10:45 AM
Well dry.
NEAR GOLFSIDE
CONDOS II
(121-133 OVERLOOK DR)
Q85v7
15.0
5.95
ARO bailed
12:15 PM
Water very muddy.
1-1/2 gal.
Stagnant water
(Used Pace
standing in casing.
bailer)
Grass roots in well.
BEHIND MAINT.
BUILDING
TEMP: 170 C
Q85v8
15.0
5.95
ARO bailed 2
12:30 PM
Water very muddy but
gal. (Used Pace
cleared up.
bailer)
NO. 1 FAIRWAY NEAR
POND
TEMP: 18' C
Q85w2
55.0
49.2
Pace bailed 1
11:05 AM
Water very muddy.
gal.
TREE LINE SOUTH OF
16TH GREEN
TEMP: 14' C

Q85w4
26.7
10:35 AM
Well dry.
OFF FOREST VIEW DRIVE
Q85w5
15.0
8.16
Pace bailed
1-1/2 gal.
12:50 PM
Water muddy.
CREEK JUNCTION BELOW
TENNIS COURTS
TEMP: 180 C
Q85w6
35.0
10:55 AM
Well dry.
NEAR 16TH FAIRWAY

CDENR
� NORTH ,,,a�ROLINA DEPARTMENT OF`.
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
December 28, 1998
SECRETARY Mr. William G. Robbinson, Owner.
~Kenmure Properties, Ltd.
100 Kenmure Drive
Flat Rock, North Carolina 28731
A PRESTMHOWARD,JR., Dear Mr. Robbinson:
P.E., DIRECTOR -„
Subject: Groundwater Monitor Well Analytical Results
Kenmure Properties, Ltd.
Wastewater Treatment Facility
Permit No. N00069949
June 23, 1989 Authorization to Construct
Henderson County, North Carolina
Attached for your information are copies of the analytical
results for samples collected by this office from the groundwater
monitor wells on November 3, 1998.
If you have any questions, please contact me at (828) 251-
6208.
Sincerely,
Ann C. Rumbough
Environmental Technician

Samples collected and GW-54 forms completed by:
-
Lab Only
Lab No.
Quad
No.
Location
Date
Time
No. of
Containers`
a
KN M ",ezg P
54 0 P-0 66 Hi IV17 V4° Vr464 RPi VT ow00
/1.y.3 9 n'
It a 0'4
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to/Time'
Rel.
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/
Rel.
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/
Rel.
Rec. by
/'
Method of Shipment: £.
Security
y
Seal by: Broken by
Type and Condition: Lock by; Open by:�-
LAB USE ONLY
Lab No.
From Through
o'
Containers
Analysis
Y
Relinquished b y
Received by
Date /Time
a>
,`tMdiiµ/c
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f fo,6 E
/
,1 ter
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/
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White copy - GW HeadquartersCanary copy -,Lab , Pink copy - Region
GW-63 Revised 9/87

MONITOR WELL SAMPLING FIELD LOG
Date: November 3, 1998
Facility: Kenmure Properties
County: Henderson
Contact: Juanita James - James & James
Split samples with Pace, Inc - Mark Swann
Well #
Depth
SWL (ft)
Amt.
Time
Remark
(ft)
Bailed/Pumped
Q85v5
27.0
23.1
Pace bailed 1
11:30 PM
Water slightly muddy.
gal. (Partial
SLOPE BEHIND VANTAGE
sample -Fecal
POINT CONDOS
Colif, Total
TEMP: 15' C
Colif, TOC,
P & N)
RECHARGES SLOWLY
Q85v6
15.0
15.80
10:45 AM
Well dry.
NEAR GOLFSIDE
CONDOS II
(121-133 OVERLOOK DR)
Q85v7
15.0
5.95
ARO bailed
12:15 AM
Water very muddy.
1-1/2 gal.
Stagnant water
(Used Pace
standing in casing.
bailer)
Grass roots in well.
BEHIND MAINT.
BUILDING
TEMP: 170 C
Q85v8
15.0
5.95
ARO bailed 2
12:30 PM
Water very muddy but
gal. (Used Pace
cleared up.
bailer)
NO. 1 FAIRWAY NEAR
POND
TEMP: 180 C
Q85w2
55.0
49.2
Pace bailed 1
11:05 AM
Water very muddy.
gal.
TREE LINE SOUTH OF
16TH GREEN
TEMP: 14' C

Q85w4
26.7
10:35 AM
Well dry.
OFF FOREST VIEW DRIVE
Q85w5
15.0
8.16
Pace bailed
1-1/2 gal.
12:50 PM
Water muddy.
CREEK JUNCTION BELOW
TENNIS COURTS
TEMP: 18' C
Q85w6
35.0
10:55 AM
Well dry.
NEAR 16TH FAIRWAY

NORTH CAROLINA DEPARTMENT OF
IENVIRONMENT AND NATURAL RE30URCEs
DIVI§ION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
� GROUNDWATER SECTION
October 15, 1998
cs Mr. William G. Robbinson, Owner
�3
kKenmure Properties, Ltd.
J%�MEs B. HUNT JR.`A�
GOVERNOR�� ,ai
100 Kenmure Drive
r..,' Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
x KI°Ev1rr subject: Compliance Monitoring Reports
r rmi Kenmure Properties, Ltd.
Wastewater Treatment Facility
E Permit No. NCO069949
June 23, 1989 Authorization to Construct
ti„
Henderson County, North Carolina
- Px ; Permit No. NCO069949 Authorization to Construct issued on
June 23, 1989, requires Kenmure Properties, Ltd. to sample
16
s�h� groundwater monitor wells Q85v5, Q85v6, Q85v7, Q85v8, Q85w2,
y Q85w4, Q85w5, and Q85w6 in November of each year. This letter is
reminder that effective October 1 1998 a new format for the
"Groundwater Quality Monitoring: Compliance Report Form" (GW-59)
t,
has been developed. The data for all analyses required by the
subject permit must be submitted on this form with copies of all
t F organic analysis laboratory reports attached. One completed and
signed form for each well must be submitted on yellow paper to
the address printed on the form prior to the end of the month
following the designated sample collection month.'
ti F
Attached for your information is the July, 1998, memorandum
with attachments outlining the new policy on submission of
Groundwater Compliance Monitoring Data. Also attached are copies
a of the yellow OW-59 report forms. Please note that after
October 1, 1998, incomplete or incorrect forms will not be
accepted and will be returned.
'r If you have any questions, please contact Betty Wilcox at
Ms
yx„ IN "fmt
^_ [phone] or Bob Cheek at [phone] in the Raleigh
s office.
`, , ^ Sincerely,
..
::�� Ann C . Rumbough
Environmental Technician
/acr
Attachments
" cc: Betty Wilcox
James & James Environmental Management
INTERCHANGE BUILDING, 59 WOODFIN PLACE, ASHEVILLE, NC 28801 -2414
�a e PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50%,RECYCLED/10% POST -CONSUMER PAPER

� of North Carolina
Department of Environment,
Health and Natural Resources 4 •
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary FE
A. Preston Howard, Jr., P.E., Director
GROUNDWATER SECTION
Derember 19, 1997
Mr. William G. Robbinson, Owner
Kenmure Properties, Ltd.
100 Kenmure Drive
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Groundwater Monitor Well Analytical Results
Kenmure Properties, Ltd.
Wastewater Treatment Facility
Permit No. NCO069949
June 23, 1989 Authorization to Construct
Henderson County, North Carolina
Attached for your information are copies of the analytical results for
samples collected by this office from the groundwater monitor wells on
November 17, 1997.
If you have any questions, please contact me at [phone].
Sincerely,
J
Ann C. Rumbough
Environmental Technician
/acr
Attachments
Interchange Building, 59 woodfin Place yowl FAX [phone]
Asheville, North Carolina 28801 �� An Equal Opportunity/Affirmative Action Employer
NVoice 704-251-6208 500% recycles/100% post -consumer paper

Date: November 17, 1997
Facility: Kenmure Properties
County: Henderson
Contact: Juanita James - James & James
Split samples with Pace, Inc - Mark Swann
Well #
Depth
SWL (ft)
Amt.
Time
Remark
(ft)
Bailed/Pumped
Q85v5
27.0
22.9
Pace bailed 1
12:40 PM
Water slightly muddy.
gal.
SLOPE BEHIND VANTAGE
POINT CONDOS
Q85v6
15.0
15.80
Pace bailed 1
10:50 AM
Water muddy.
liter. (Partial
NEAR GOLFSIDE
sample)
CONDOS II
(121-133 OVERLOOK DR)
Q85v7
15.0
5.58
ARO bailed
11:40 AM
Water very muddy but
1-1/2 gal.
cleared up somewhat.
Partially frozen
water standing in
casing..
BEHIND MAINT.
BUILDING
Q85v8
15.0
5.90
ARO bailed 2
12:05 PM
Water very muddy but
gal.
cleared up.
NO. 1 FAIRWAY NEAR
POND
Q85w2
55.0
49.0
ARO bailed 1
11:20 AM
Water very muddy and
gal.
contained roots.
TREE LINE SOUTH OF
16TH GREEN
Q85w4
26.7
10:35 AM
Well dry.
OFF FOREST VIEW DRIVE
Q85w5
15.0
8.12
Pace bailed
12:25 PM
Water very muddy.
1-1/2 gal.
CREEK JUNCTION BELOW
TENNIS COURTS
Q85v6
35.0
11:05 AM
Well dry.
NEAR 16TH FAIRWAY

Samples collected and GW-54 forms completed by: MINi RIWM A 0 4w
Lab Only
Lab No.
Quad
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Location
Date
Time
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jrth Carolig
.� finent of`Envir(4,,,,ment,
with and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
A. Preston Howard, Jr., P.E., Director
Asheville Regional Office
GROUNDWATER SECTION
October 20, 1997
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. NCO069949
June 23, 1989 Authorization to Construct
Henderson County, North Carolina
Permit No. N"C0069949 Authorization to Construct issued on June 23, 1989,
requires Kenmure Properties, Ltd. to sample groundwater monitor wells Q85v5,
Q85v6, Q85v7, Q85v8, Q85w2, Q85w4, Q85w5, and Q85w6 in November of each year.
This letter is a reminder that the report of laboratory analyses for sampling
of Volatile Organic Compounds should be attached to each Groundwater
Compliance Report Form (GW-59) when it is submitted to the Raleigh office.
Attached for your information is a copy of the new policy on approved
laboratory analyses for determination of VOC's in groundwater.
If you have any questions, please contact me at [phone].
Sincerely,
C C_' ,
Ann C. Rumbough
Environmental Technician
/acr
Attachment
CC: Betty Wilcox
James & James_ Environmental Management
Interchange Building, 59 Woodfin Place ���® FAX [phone]
Asheville, North Carolina 28801 Ni1fCAn Equal Opportunity/Affirmative Action Employer
Voice 704-251-6208-r*•�-t!rr� 50% recycles/10% post -consumer paper

{
zitate of North Caroling
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary IDF—=HNF:RA. Preston Howard, �1r.., P.E., Director
Asheville Regional Office
GROUNDWATER SECTION
October 21, 1996
Mr. William G. R.obbinson, 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. NCO069949
June 23, 1989 Authorization to Construct
Henderson County, North Carolina
Permit No. NCO069949 Authorization to Construct issued on June 23, 1989,
requires Kenmure Properties, Ltd. to sample groundwater monitor wells Q85v5,
Q85v6, Q85v7, Q85v8, Q85w2, Q85w4, Q85w5, and Q85w6 in November of each year.
This letter is a reminder that the report of laboratory analyses for sampling
of Volatile Organic Compounds 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,
3
Ann C. Rumbough
Environmental Technician
/acr
CC: Betty Wilcox
Interchange Building, 59 Woodfin Place
Asheville, North Carolina 28801
7nn_I)r% 1-A')OR
FAX [phone]
An Equal Opportunity/Affirmative Action Employer

1v6rth Caroll" "
,moo tment of Environment,
health and Natural Resources ` •
Division of Water Quality
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director N R
Asheville Regional Office
Kenmure Properties, Ltd.
100 Kenmure Drive
Flat Rock, North Carolina 28731
Dear -Mr. Robbinson:
Subject: Groundwater Monitor Well Analytical Results
Kenmure Properties, Ltd.
Wastewater Treatment Facility
Permit No. NCO069949
June 23, 1989 Authorization to Construct
Henderson County, North Carolina
Attached for your information are copies of the analytical results for
samples collected by this office from the groundwater monitor wells on
November 20, 1996.
If you have any questions, please contact me at [phone].
Sincerely,
Ann C. Rumbough
Environmental Technician
/acr
Attachments
Interchange Building, 59 Woodfin Place 7W FAX [phone]
Asheville, North Carolina 28801 vfC An Equal Opportunity/Affirmative Action Employer
Voice 704-251 6208 50% recycles/10% post -consumer paper

Division of Environmental Management
GROUNDWATER SECTION C NOV 2d 1996`�"
; u e�vdi E Fa SECT,ION
CHAIN OF CUSTODY RECORD ASHF „��E REGIONAL OFFICE_.
For Investigation of Incident No.
nM P L i A NC tlN/ Tot /N e.
Samples collected and GW-54 forms completed by: M/ Nn/I G I< Z /C UM/30K G/f
Lab Only
Lab No.
Quad
No.
Location
Date
Time
No. of
Containers
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white copy - caw meaaquarters , uanary copy - LaD , rinK copy - Hegion
GW-63 Revised 9/87

MONITOR WELL SAMPLING FIELD LOG
Date: November 20, 1996
Facility: Kenmure Properties
County:
Contact:
Henderson
Juanita James - James & James
Split samples with Pace, Inc. -Mark Swann
Well #
Depth
SWL (ft)
Amt.
Time
Remark
(ft)
Bailed/Pumped
Q85v5
27.0
22.4
Bailed 1 gal.
1:00 PM
Water slightly dingy.
MP=
SLOPE BEHIND VANTAGE
28.0
POINT CONDOS
Q85v6
15.0
15.8
Bailed 1 liter.
12:40 PM
Water clear.
MP=
(Partial
NEAR GOLFSIDE
17.3
sample)
CONDOS II
(121-133 OVERLOOK DR)
Q85v7
15.0
5.64
Bailed 1 1/2
10:50 AM
Water very muddy but
gal.
cleared up. Water
standing in casing -
asked J. James to
drain this out.
BEHIND MAINT.
BUILDING
Q85v8
15.0
5.85
Bailed 2 gal.
1:40 PM
Water very muddy.
MP=
NO. 1 FAIRWAY NEAR
16.6
POND
Q85w2
55
49.3
Bailed 1-1/2
12:10 PM
Water very muddy.
MP=
gal.
TREE LINE SOUTH OF
57.0
16TH GREEN
Q85w4
26.7
27.1
Bailed 1 liter.
12:45 PM
Water very muddy.
MP=
(Partial
OFF FOREST VIEW DRIVE
28.9
sample)
Q85w5
15.0
8.05
Bailed 1-1/2
1:20 PM
Water very muddy.
MP=
gal.
CREEK JUNCTION BELOW
17.0
TENNIS COURTS
Q85w6
35.0
34.65
12:25 PM
Well was dry.
MP=
NEAR 16TH FAIRWAY
36.0
T-1-
I

,.,ate of North Carwifna
Department of Environment,
Health and Natural Resources •
Asheville Regional Office 4rn�
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary 1D1="NFZ
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
March 5, 1996
Mr. William G. Robbinson
Kenmure Properties, Ltd.
100 Kenmure Drive
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Groundwater Monitor Well Analytical Results
Kenmure Properties, Ltd.
Wastewater Treatment Facility
Permit No. NC0069949
June 23, 1989 Authorization to Construct
Henderson County, North Carolina
Attached for your information are copies of the analytical results for
samples collected by this office from the groundwater monitor wells on
January 22, 1996.
If you have any questions, please contact me at [phone].
Sincerely,
Ann C. Rumbough
Environmental Technician
/acr
Attachments
In#erchan a Building, o�
ge 9- '� Voice 704-251-6208 FAX [phone]
59 Woodfin Place, � An Equal Opportunity Affirmative Action Employer
Asheville, North Carolina 28801 jll I 500/o recycled/ 100% post -consumer paper

MONITOR WELL SAMPLING FIELD LOG
Date: January 22, 1996
Facility: Kenmure Properties, Inc.
County: Henderson
Contact: Harry James - James & James
Split samples with Pace, Inc. - Mark Swann
Well #
Depth
SWL (ft)
Amt.
Time
Remarks
(ft)
Bailed/Pumped
Q85v5
27
20.5
Bailed 1 gal.
12:25 PM
Water clear.
SLOPE BEHIND VANTAGE
POINT CONDOS
Q85v6
15
13.15
Bailed 1 liter.
11:45 AM
Water clear.
NEAR GOLFSIDE
CONDOS 11
IQ85v7
15.0
4.85
Bailed 2 gal.
10:30 AM
Water very muddy but
cleared up.
BEHIND MAINT.
BUILDING
Q85v8
15.0
5.5
Bailed 1-1/2
12:55 PM
Water very muddy.
gal.
NO. I FAIRWAY NEAR
POND
085w2
55
46.1
Bailed 1-1/2
11:10 AM
Water very muddy.
gal.
TREE LINE SOUTH OF
16TH GREEN
Q85w4
26.7
21.6
Bailed 2
12:00 PM
Water very muddy.
liters.
OFF FOREST VIEW DRIVE
Q85w5
15.0
7.4
Bailed 2 gal.
12:40 PM
Water very muddy.
CREEK JUNCION BELOW
TENNIS COURTS
Q85w6
35
11:20 AM
Well was dry.
NEAR 16TH FAIRWAY

Division,-f Environmental Managemet
GRiAUNDWATER SECTION',
CHAIN OF CUSTODY RECORD
1 For Investigation of 1,('E7AjMu2E 104CPE,C'77i4F5
^19M L r w/C F MnAZt ?e tNP.
Samples collected and GW-54 forms completed by: /'y/'V^II U11V7'90a6/-{
Lab Only
Lab No.
Quad
No.
Location
Date
Time
No. of
Containers
_
8 9 V S
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White copy - GW Headquarters , Canary copy - Lab , Pink copy- Region
GW-63 Revised 9/87

., dte of North C6,,.Aina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor � c
Jonathan B. Howes, Secretary C
Nann B. Guthrie, Regional Manager
Asheville Regional Office
GROUNDWATER SECTION
October 30, 1995
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. N00069949
June 23, 1989 Authorization to Construct
Henderson County, North Carolina
Permit No. N00069949 Authorization to Construct issued on June 23, 1989,
requires Kenmure Properties, Ltd. to sample 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,
C_ ,
Ann C. Rumbough
Environmental Technician
/acr
cc: 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

Mate of North Carolina
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
January 30, 1995
Mr. William G. Robbinson
Kenmure Properties, Ltd.
100 Kenmure Drive
Flat Rock, North Carolina 28731
Dear Mr. Robbinson:
Subject: Groundwater Monitor Well Analytical Results
Kenmure Properties, Ltd.
Permit No. NC0056928
Henderson County, North Carolina
Attached for your information are copies of the analytical results for
samples collected by this office from the groundwater monitor wells on
November 15, 1994, and November 29, 1994.
If you have any questions, please contact me at [phone].
Sincerely,
Ann C. Rumbough
Environmental Technician
/acr
Attachments
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer RM recycled/ 10% post -consumer paper