4501_ROSCANS_1994

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a

State of North Car na
Department of Environment,
Health and Natural Resources
Division of Solid Waste Management
James B, Hunt, Jr., Governor C H
Jonathan B. Howes, Secretary C
William L. Meyer, Director
June 3, 1994
Mr. W. Wayne Cooper
City of Hendersonville
145 Fifth Avenue East
Hendersonville, NC 28792
Subject: One Time Disposal of. Approximately 3,000 Yd3 Stockpiled
Municipal POTW Wastewater Treatment Sludge at the
Henderson County Sanitary Landfill, (Permit ##45-01).
Dear Mr. Cooper:
The Solid Waste Management Division has received a request for
characterization of the subject waste. Based upon the submitted
information, the waste is non -hazardous. The Solid Waste
Management Division has no objection to the sanitary landfill
disposal of the waste if in accordance with the conditions listed
below:
1. The owner/operator of the landfill approves the disposal.
2. The waste contains no -free liquids.
3. The sludge is to be incorporated into the top six inches
(maximum) of the landfill side slope and or dike soil
surfaces at agrinomic (7-9 tons/acre) rates.
4. In no case is this sludge to be incorporated into soil
which has already been stabilized with plant growth or on
areas above disposed wastes which will receive capping at
a future time.
S. Approval for sanitary landfill disposal is explicitly
limited to a "one-time" basis. Further approval by this
office will require submittal of a new Waste
Determination form, and (if applicable), new analytical
data.
Please note that this approval will provide only a temporary
solution to the disposal of this POTW sludge. A permanent solution
would be to restart a land application program not utilizing the
landfill.
The landfill may place limits on the amount of sludge received
based upon available capacity and weather conditions.
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Mr. W. Wayne Cooper
June 3, 1993
Page 2
Failure to meet these conditions may result in revocation of
this approval and subsequently, an administrative penalty. If you
have further questions concerning this matter, please contact this
office at [phone].
Sincerely,
William R. Hocutt
Waste Determination Coordinator
Solid Waste Section
WRH:blr
CC: James Patterson

vvr • > v. u. �• -. � r.
car• • *�� i� � ■-s: r i� 'tom• r
• u r• i• *�s..s r-.may.
Admin.•o
'i4•+ic ma will be used by the Solid Waste Management Division to def-endi, -
whether a waste is (1) hazardous as defined by 3-5A NMC 13A, and (2) suitable for
disposal at a solid waste management facility. 7he types of wastes that will be
evaluated Y by this Pose are primarily, but not exclusively, ;*�,��t,-;ai and
wastes and sludges, and publicly Owned Treatment Works Sludges.
The Solid Waste Management Division reserves the riot to request additional
information or waive some of the reqi r emmts based on the type of waste if it deems
M)e Division may also require see wastes to be treated or altered to render
the vastes� disposed at sanitary landfills immobile prior to dL-, osal at a sanitary landfill. Wastes
fills mist be non -liquid which can be
accordance with the "Solid Waste Management peso • Poly in
APPROVAL, TO DISPCSE OF UM WsM
SIMT L ALSO SE OBE FROM M ONM CR OPERUM OF r= LANDFIIL PRIM TO DI3P(.LSAL.
Ile following information is required for an evaluation LTxQVlete waste
detarmin;t; forte w-, to r-,=ied to the generator 1;1t2x review. An asterisk(*)
denotes information required for Publicly Owned Treatment Works.
A 2AL INFURMA=CK
1. Name, TEIEP UNE NUMB and mailing i ng of facility or parlson genera
tinq CITY OF HENDERSONVILLE WATER a SEWER DEPT./WWTP waste
P.O. BOX 1760, HENDERSONVILLE, N.C. 28793
704 697-3077
2. Specific location of waste (i.e. SR. #, cou tyl Cityr etrC... ) CITY O F H E N D E R S O N V I LL i
WWTP, BALFOUR RD., HENDERSON COUNTY
3- '0�t 1s the waste? DFWATFRED MUNICIPAL WASTE SLUDGE
4. Wmt volume of di.sposal. will tllpm be? A P P R 0 X. 3000 cu. yds.
5• W'iat frequent' of disposal will there be?DAILY, MONDAY-FRIDAY
6- Explain either the manufacturing
P�'-�S or how the waste was generated..
_GENERATED BY MUNICIPAL WWTP
B INFoj;NMCN FtOR HAZARDOUS (RCRA1 L&I HINATTCN (15A N.C. Admin. Code 13A .0006)
1• Is the waste listed under .0006(d) (i.e., 40 CFR 261.30 - 261.33)? If yes, list
number". NO
*2. Does the waste exhibit arty of the four d'aracteristics as defined
Admin. Code 13A . 0006 c by 15A N.C.
for n. Code 1 () (i.e., 40 CFR 261.20-261.24)? (Attach laboratory results
ty, Rea--t-'V tY, 19nitZbil1tV C=OS2*.vity.) NO
C s'P3r" LCdv FM IANDFZLLIIJG =CN
I. Does the waste contain any hazatdts waste constituents listed in 15A N.C. Admin.
Code 13A .0006(e), Appendix V•u (i.e., 40 CFR 261, Appendix vIII)? If yes, what
constituents and wbat ocroentration? (Attach laboratory results) NO
2 - Riat other constituents are present and in what �tratian?
(Attar$ laboratory results) SEE ATTACHED LABORATORY RESULTS
3. Will the handling and di__g3osal of this waste create dust emissions which may
cause a health hazard or radsance to landfill pess=nel. No
*4. Does tine waste Pass t "paint filter" test for free liquids (Method 9095 in
S.W. 846)? (Attach laboratory results) (RESULTS ATTACHED)
- 5. Miich solid waste mana�„P„t facility is the rest for (name of landfill
ar�i per:m"t number, ircinerator, etc---)? HENDERSON COUNTY LANDFILL
PERMIT # 45-01
SPeciiy hCU the waste will be in bulk or containers (i.e.
b-'rre"S► bagSi eto.) BULK, jaUCK

Fc)
11 are the maxi a leachable =P) cm minati,/ levels and pH for ,-
alid
waste disposal in N.C. Landfills. prim-ny N.C. chinking water and Federal hazy
rdous
I imits are illclxled for mWari cry, Chgnical analysis is regiixed at detectim limits
pemittin3 assesmmt at Or below the mi-dmtmt landfill levels. Individual pH values
must be >2m0 and <12.5; average values accepted axe normally 4.0 - 10.0
'he tat is bible to determi m if their waste meets N.C. landfill
acoeptable levels. Analysis for herbicides, pesticides and organics PAST
OFF �IEIl2 PitFSII3G'� A PLS.SIBTrT*ry. Leaciable
mJ.st always be determined. If azy questions exist on i * te- retaticn.
NC DRINKING
KC Landfill
EPA HAZARDOUS
WATER MCL
MAXImm
ARSENIC
BARIUM
LEVEL (ma/Ll
5.0
__ (myl
0.05
_(ma/L•L_
0.50
CADMIUM
100.0
1.00
10.00
CHROMIUM
1.0
0.01
0.10
LEAD
5.0
0.05
0.50
MERCURY
5.0
0.05
0.50
SELENIUM
0.2
0.002
0.02
SILVER
gam®
0.01
0.10
0.05
0.50
ffERBICTDES �, p cmrrrn
CHLORDAMS
0.03
ENDRIN
SEPTACHIAR
0•02
0.0002
0.003
0.002
LINDANE
0.008
08
METHOXYCHLOR
0.40
10.00
0.004
0.04
TOXAPHENE
0.5
0.10
1.00
2,4-D
10.0
00
0.005
0.05
2,4 5-TP SILVER
1.00
0.10
1.00
0.01
0.10
ORGANICS
BENZENE
CARBON TETRACHLORIDE
0.5
0.005
0.05
CHLOROBENZENE
0.5
100.a
0.005
0.05
CHLOROFORM
6.0
10
O-CRESOL
200.0
0.60
M-CRESOL
200.0
20
P-CRESOL
200.0
20
1,4 DICHLOROBENZENE
7.5
20
1,2 DICHLOROETSANE
0.5
0.075
0.75
1,1 DICHLOROETHYLENE
D'7
0.005
0.05
2,4 DINITROTOLUENE
0.13
0.007
0.07
NEXACHIAROBENZEHE
0.0130.13
NEXACHLORO-I,3-BUTADIENE
0.5
-
0.013
HEXACHIAROETHANE
0.05
METHYL ETHYL KETONE
.0
a00.0
0.05
30
NITROBENZENE
20
PENTACHLOROPBENOL
102.0
0.20
PYRIDINE
.0
5
-
10
TETRACHLOROETHYLENE
.0
.7
0.50
TRICHLOROETHYLENE
0.5
0.50
2,4,5-TRICHLOROPHENOL
400.0
0.005
0.05
2,4,6-TRICHLOROPHONOL
2.0
420
VINYL CHLORIDE
0.2
0. 20
0.002
0.02
"I hereby certify that the infomatiai tted -1-n rOgard t0 HEPvDERSONv ILLS WWTF
(dame Of waste) IS tr ue and correct to the best of my Julowledge and belief . BA
(Print Tie) W. WAYNE COOP RC
(Signature)
(title) PLANT UPERINT NDENT
(date) MAY 25, 1994
All Q xa'ss °� this °t fd shxxld be directed to the Solid wa
E cn.,�a-0
t (919) 733692. Armor specific glskicns in space provided. Attach
add iti�y� sheets if
Clete all information, sign, and Silbmlt to:
Solid waste Managmmt Division; Solid Waste Section
P.O. Box 27687; Raleigh, NC 27631
DERRR Attn: Det-Prmi *ati,.�i
Fo$m 3153 S%S Rom. 2/15/92

State of North Cal, ina
Department of Environment,
Health and Natural Resources
Division of Solid Waste Management
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary
William L. Meyer, Director
Mr. teary Corn July 26, 1994
802 Stony Mountain Road
Hendersonville, N.C. 28739
ML
R
RE: Interim Review of Water Quality Monitoring Transition Plan
Henderson County Landfill, Permit # 45-01
Dear Mr. Corn,
There is limited time available for the Solid Waste Section to
review and evaluate the Water Quality Monitoring Plan submitted as
part of the Transition Plan. It is not possible to do a full
technical review of this plan in time to allow for the upgrading of
the monitoring system and the initial sampling episode of the
baseline sampling event.
Therefore the Solid Waste Section is giving interim authorization
for Henderson County to proceed with the upgrade of the ground-
water monitoring system at the Henderson County MSWLF facility in
general accordance with the proposal submitted in the monitoring
plan included as part of the Transition Plan. However, the
monitoring system upgrade must meet the following conditions:
In addition to the three new monitoring wells proposed,
several additional wells are needed to effectively monitor the
site. A new background monitoring well needs to be installed
that is upgradient of the MSWLF unit. A possible location
would be the head of the drainage feature on the north
property line above the tub grinder operation. An additional
well is needed along the west property boundary just north of
the sediment pond. An additional well is needed east of the
MSWLF unit, between the MSWLF unit and the drainage feature
separating this unit from the old TVA disposal area.
An additional well is also needed to monitor the TVA disposal
area. This well should be located south of the TVA disposal
area, between the disposal area and the drainage feature, in
the area between the 2230 and 2240 topographic elevation
contours.
None of the existing monitoring wells are to be abandoned.
However the existing monitoring wells are no longer required
to be monitored as part of the detection monitoring system.
T'he middle well proposed in the Transition Plan should be
moved to a location about 100 feet southeast of the proposed
location.
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Page 2
The new monitoring wells should generally be installed about
100 feet from the waste boundary, but within the facility
boundary.
The monitoring wells are to be constructed according to the
specifications in the North Carolina Well Construction
Standards (15A NCAC 2C .0108).
The monitoring wells are to be constructed according to the
specifications in the "North Carolina Water Quality Monitoring
Guidance Document For Solid Waste Facilities" as illustrated
by the Typical Monitoring Well Schematic" diagram enclosed.
The monitoring wells are to be placed in the approved
locations in areas free of garbage, refuse, or debris, and in
areas not subject to flooding.
The monitoring wells are to be drilled to a depth, and the
screens placed at vertical locations, that will ensure that
future drought conditions, which may lower the water table,
will not render the monitoring system ineffective.
Generally shallow monitoring wells shall be installed with a
15 foot screen, with the top of the screen set just above the
seasonal high water table, unless hydrogeologic conditions
justify changes in this design.
The sand pack should extend no more than 2 feet above the
screen and no more than 1 foot below the screen. A bentonite
seal of at least 1.0 foot should be installed above the
screened interval. The bentonite shall be allowed adequate
time to hydrate prior to grouting up the annular space of the
well above the bentonite seal.
Monitoring wells shall be thoroughly developed after
construction in order to reduce suspended solids, flush out
the well, and re-establish equilibrium with the aquifer.
In addition to the water quality analytical data, the initial
baseline sampling report must include for each monitoring well the
following information: a Well Completion Record, Well Schematic
Diagram, boring log, hydraulic conductivity value, porosity value,
effective porosity value, and the direction and rate of ground-
water flow. This initial baseline sampling report must be received
in the Solid Waste Section office on or before October 9, 1994.
The technical review and determination of adequacy of the
Transition Plan Water Quality Monitoring Plan will not be completed
until after the initial baseline sampling document has been
received and reviewed by the Solid Waste Section.

Page 3
The water quality sampling and analysis for the baseline sampling
must be done according to the directives in the June 24, 1994,
memorandum from the Solid Waste Section to MSWLF owners and
operators.
If you have any questions or comments regarding this conditional
interim authorization to install monitoring wells as necessary to
upgrade the monitoring system at the Henderson County Landfill,
please contact the Solid Waste Section at [phone].
Sincerely,
Bobby Lutfy
Hydrogeologist
Solid Waste Section
CC: Sherri Hoyt
Jim Patterson
Gary Tweed
Attachment

TYPICAL MONITORING WELL SCHEMATIC
OUTER CASING WITH CAP & LOCK
(Height Above Ground < 2.5 it.)
VENT HOLES
VENTED CAP
(TefIon, Stainless Steel, or PVC)
1-1 /4" x 1 1 /4" x 2" ANGLE
MINIMUM 2—INCH (I.D.)
(Teflon, Stainless Steel,
or Schedule 40 PVC)
Threaded Coupling Must Be Used
(Avoid Use of Solvents)
FILTER PACK SHOULD EXTEND
NO MORE THAN 2 FEET
ABOVE THE SCREEN
SAND BACKFILL (NC #2 S)
WELL SCREEN:
(Slotted Teflon, Stainless Steel,
or Schedule 40 PVC)
END CAP
(Teflon., Stainless Steel, PVC)
SOLID WASTE SE .TION
SOLID WASTE MANAGEMENT DIVISION
COPY OF WELL, COMPLETION REPORTS (DHS 3342)
SUBMITTED TO THE SOLID WASTE SECTION
UPON CONPLHTION OF MONITORING WUL
CONCRETE COLLAR EXTENDING
AT LEAST 3.0 FEET BELOW
GROUND SURFACE
GROUT BACKFILL
1.0 FOOT SEAL OF
�— BENTONITE PELLETS
(The Bentonite Pellets Should Be
Allowed To Hydrate Prior To
Placing Grout In The Annular Space)
® E.STtMATEP Sf-ASoNAL-
W16,M ` AITE/L \4/ilfi
SCREEN INTERVAL
(Not To Exceed 15 Ft.)

William G. Lapsley & Associates, P.A.
Engineering, Surveying and Land Planning
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
704-697-7334 . FAX [phone]
July 21, 1994 William G. Lapsley, P.F.
Gary Tweed, P.F.
Stacy K. Rhodes, R.L.S.
Mr. David Thompson, Manager Steven L. Waggoner, R.L.S.
Henderson County
100 North King Street
Hendersonville, N.C. 28739
Ref: Erosion Control Improvements
Henderson County Stoney Mountain Road Landfill
Henderson County, N.C.
Dear Mr. Thompson:
At the request of Mr. Eldon Owen, Solid Waste Director, an
evaluation of erosion control was made July 20, 1994 at the
Henderson County Stoney Mountain Road Landfill. In addition an
evaluation was conducted of the Levi property. The following
observations were made:
Levi Property
The existing stream that leaves the landfill property which
enters the Levi• property crosses under two driveways through
drainage culverts on the Levi property. In our opinion both
culverts are undersized for the existing stream. The culverts are
also partially blocked. The driveway culverts are in the order of
30" to 36". The culvert under Stoney Mountain Road which is
upstream is elliptical in shape approximately 48" by 60". Since
the culverts are small and blocked they are not carrying the stream
flow causing the stream to jump its channel during heavy rains.
With the stream carrying sediment from the landfill, sediment has
been deposited on the Levi property.
It is recommended that 48" culverts at minimum 4% slopes be
placed adjacent to the existing driveway culverts on the Levi
property. The existing culverts and the stream channel should be
cleaned. All vegetation which is blocking the stream channel
should be removed. The sediment which has deposited on the Levi
property should be covered with suitable soil and reseeded.
Sediment along the stream banks should be pulled back where
practical. In order for the culverts and stream channel to carry
the water flow it will be necessary for the Levi's to maintain the
channel and culverts to prevent blockage. Enclosed is a map
showing the location of the proposed culverts.
Iy
�® a• Printed on Recycled Paper

Mr. David Thompson
July 20, 1994
Page Two
Landfill Property
The existing sediment basin which was recently repaired
appears to be. functioning properly. Even with the recent heavy
rains the. basin was, able to handle the storm water flow and is
trapping significant sediment. The sediment that has made its way
to the Levi property appears to be coming from the Southeast side
of the site. The erosion control in this area is minimal and
improvements are needed.
Enclosed is a site drawing on which additional erosion control
measures are proposed. It is recommended that three sediment traps
be constructed at the base of the borrow area to aid trapping
sediment and improve efficient of larger sediment basins down
slope. The flat area at the base of the borrow slope is an ideal
area for two sediment traps. Currently drainage from the borrow
area is in two directions at each end of the flat area. Sediment
traps labeled No. 1 and 2 will provide erosion control from this
area. In addition a long wide trench could be extended between the
two traps to provide'extensive sediment storage. A third sediment
trap is needed to the south of the site to control drainage from
the upper reach of.the borrow area which drains in this direction.
Below proposed traps 2 and 3 it is recommended that a sediment.
basin be installed similar to the existing basin just to the North.
The two sediment basins will serve as the primary control for the
borrow area.. The proposed new sediment basin has been sized as
large as possible for the area not exceeding a dam height of 15
feet. The installation of the smaller sediment traps will aid the
operation of the sediment basins. All disturbed areas not under
active construction should be seeded.
It is recommended that the County immediately install the
sediment traps 1, 2, and 3. In addition the work could proceed on
the Levi property. The construction of the larger sediment basin
should not proceed until State approval has been obtained. I have
discussed this plan with the Mr. William C. Beck with the N.C.
Division of Earth Resources. We are preparing the necessary
designs for the sediment basin for the submittal to the State.
Should there be'a*ny. questions, do not hesitate to contact our
office at 704-697-7.334`.
cc Mr. Eldon Owen
Mr.. Richard Phillips
Mr. James Patterson
Mr. Jack Levi
Sincer ly yours;
Gary T: Tweed, P.E.

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05/04/94 12: 09 LAPSLEY Y ASSLii.. NEY NO. 637 1?01
Wi11i x X . �Sz A X'
x ads S, . 0-M %-,
Engineering, Si�r.veyin'p arid. Land Planning
! 1635) Ashcvillc I-liglimly
Post Qlficc Box 540
I•lendmonvillc,!North Caz`olin<f lf,icl3
104-067.7:334 ' rAX '70,1:.6 ?7.7333
wnr,rrrr a, f.:�slry, h,I:,
r;:,n- Tweed, P.G,
FAX MEMORANDUM StaeyK.I?Lrxec'H.I..S.
����++++ ti�P��rn L, 1Ynkk�,ticr, ii.L,S, .
........... ..
FROM, _- —
REMARKS:
. G
,
Number of par3es including this pacie
NOTELull gages are G not received oi' j,;l; any .o� (.' l:his transmis�3 iokl
is illegible, please cal]_ .704.-.697-•7334, YAX 7011-697-7333..
I'riiucc! un liecyrlr-d 1', pr�r � '

05/04/94 1 2: 10 LHPSLEY & ASSOC. NEY NO. E.5 7 P02
William G. I.Apsley & Associates, P.A.
Engineering, Surveying and Land Planning.
1635 A8hoville Highway
Post Office Box 546 '
1-tender tonviIle, North Carolina.28793
704.697.7334 ' . FAX [phone]
March 28, 1994
Gary Tweed, P:F,
Stacy K. RlitdeR. Rl S.
Mr. .7i.m. Coffey, P.E.
Steven I.. Wapi"Oner. kl,S,
Solid Waste Section
P,O. Box 27687
Raleigh, N.C: 27611-7687
Ref: Henderson County Stoney Mountain Road Landfill
Transition Plan and Financial.Assurance Plan
Dear Mr. Coffey:
In acQordance with Title 15 NCAC 13B .1600 please find
enclosed five copies of the "Transition Plan prepared -for the
Henderson County Stoney Mountain Road Landfill. In addition the
Financial Assurance Plan for the closure and,post closure care of
the landfill has been prepared. Henderson County will be providing
the financial assurance by the Financial, Test as outlined in
paragraph .1628(F) of the rules. A copy of the financial test
letter is enclosed.
It is planned, to continue the operation of this landfill until,
January 1, 1998. The County is in the process of modifying its
water quality monitoring program in. accordance with the new rules,
In.addition it is currently monitoring landfill gas and.will soon
be constructing a landfill gas col.lection'and flaring system.
It is requested that the Transition Plan be considered
Henderson Country's application for renewal of its operating permit
No. 45-01. This renewal should cover the operation of the
Henderson County Stoney,Mountain Road Landfill until.its... closure.
Should there be any questions or assistance needed, do not
hesitate to contact our office at 704-697-7334,
S�ncer ly�you ,
G&ry Twaed, P.F.
cc. David Thompson.
Eldon Owen
A. Printcd'on Recycled Paper.

A5.04f94 12: 10 LAPSLEY & RSSOC. NEY NO.63'r P03
V
HENDERSON COUNTY
FINANCE DEPARTMENT
100 NORTH KING ST,
HENDERSONVIi LE, N,C, 29792.5097
J. Carey McLeliand Phone: [phone] Dena S. Garey
Finance Director Far: [phone] Assistant Finance Director
Department of Environment, Health, and Natural Reeources
Solid Waste Section
Post Office Box 27687
Raleigh, NC 27611-7687
To Whom It May Concern:
I am the chief financial officer of Henderson. County, 100 North
King Street, Hendersonville, 28792. This letter is in support of
this unit of local government's use of the financial test to
demonstrate financial assurance, as specified in 15A NCAC 1.3D .1628
(e) (1) (F) .
Henderson County's solid wasto facility► permit no. 45-01, is
located at $02 Stoney Mountain Road, Hendersonville, NC 28739. The
total closure and post -closure cost estimates for this facility are
$2,957,928,
This unit of local government is the owner or operator of the
following :facility for which financial assurance for closure, post -
closure, or corrective action is demonstrated through the financial
test specified in 15A NCAC 13B .1628 (e)(1)(F). The current
closure, post -closure, or corrective action cost estimates covered
by the test are shown for each facility.
The fiscal year of this unit of local government ends on June 30,
1994. The figures for the following items marked with an asterisk
are derived from this unit of local government's Annual Financial
Information Report (AFIR) for the latest completed fiscal year,
ended June 30, 1993.
RATIO INDICATORS OF FINANCIAL STRENGTH
I. Sum of current closure, post -closure, and
corrective action cost estimates $ 2,957,928
*2, Sum of cash and investments (AFIR Part 7) $ 11,443,335
*3. Total expenditures (AFIR Part 4 Columns a $ 25,985,527
& b and Part 5 for municipalities or Part
5 excluding educational capital outlays
for counties)
*4. Annual debt service (AVIR Part 4 Section 1) $ 4,169,586

05/04/94 12: 11 LAFSLEY & ASSOC. NEY
HENDERSON COUNTY �
FINANCE DEPARTMENT
100 NORTH KING ST,
HENDERMNVILLE, N.C. 28792-5097
1. Carey McLellawl
Fltiance Director
Page Two
Phone, [phone]
Fax: [phone]
5. Assured environmental costs to demonstrate
financial responsibility in the following
amounts under Division rules:
MSWLF under 15A NCAC 13a..1600
Hazardous waste treatment, storage and
disposal facilities under 15A NCAC 1.3A
.0009 and .0010
NO.637 PO4
Detia S. Garey
Assistant Finance. Dircetor
$ 2,957,928
�a
Petroleum underground storage tanks under
15A NCAC 2N .0100 - .0800 $
Underground Injection Control System
facilities under 15A NCAC 2D .0400 and
15A NCAC 2C .0200 $
PCD commercial storage facilities under
El
E
15A NCAC 20 .0100 and 15A NCAC 2N .0100
$
0
Total assured environmental costs
$
2,957,926
*6.
Total Annual. Revenue (AFIR Part 2)
$
40,810,752
7.
Is line 5 divided by line 6 less than or
equal to 0,43?
yes
8.
Is line 2 divided by line 3 greater than
or
equal. to 0.05?
yes
9.
Is line 4 divided by line 3 less than or
equal to 0.20?
yes
RDND RATING INDICATOR OF FINANCIAL, STRENGTH
1.
Sum of current closure, post -closure and
corrective action cost estimates
$
21957,928
2.
Current bond rating of most recent issuance
and name of rating service
i
S&P! A+
3.
Tate of issuance of bond
February 1, 1992
4.
Date of maturity of band
March 1, 2000

05 04/94 12: 11 LAPSLE`( & ASSOC. NEY NO. 6.37 ❑06
William G Y.aily & Assocyai es, P.A.
Engineer.ing,'Surveying and Land Planning
. .1635 Asheville Bighway
Post' Office Box 546
Hendersorrville, North,Car•olina 28793
�---'" 704.697.7334 .. FAX [phone],,333

DAVID F. THOMPSON
HENDERSON COUNTY MANAGER
`ADM 100 NORTH KING STREET
HENDERSONVILLE, NORTH CAROLINA 28792-5097
October 31, 1994
PHONE: [phone]
FAX: [phone]
Mr. James E. Patterson, Waste Management Specialist
N. C. Department of Environment, Health and Natural Resources
59 Woodfin Place
Asheville, NC 28801
Dear Mr. Patterson:
I would like to bring you up to date on the Henderson County landfill gas
remediation project and inform you why this project has been delayed. Our last
correspondence to you by Mr. Samual Logan of Cargan Resources, Inc. dated June 14
was requesting a certification from you that no permit was required for landfill gas wells.
At that time we were planning to begin construction of wells in July. This schedule was
contingent upon Cargan Resources obtaining financing. After construction of the
preliminary wells on site, Cargan lost a business partner and design engineer causing his
company to become financially insecure and finances were not obtained. Mr. Logan
sought alternate financing and was denied for several reasons: his company is located
in South Carolina; banks would not finance a project located in North Carolina; and the
bank wanted Mr. Logan to tie up all his assets in other projects which he could not do.
Mr. Logan continued to negotiate with lending institutes unsuccessfully. The County
notified him in November that we had to consider his contract with the County null and
void and had to consider alternative methods. William G. Lapsley & Associates was hired
to oversee the project and our Board approved and set aside $259,000 to finance the
perimeter wells, animal shelter and Trace property on a weekly basis and operate the flare
station.
Subject to the receipt of the appropriate North Carolina permits and weather
related site conditions, the schedule should proceed as follows:
1. November 1994 - Schranze & Associates to finalize design,
produce plan and specifications, submit permits
for approval.
2. December 1994 - Award bid and install gas wells.
3. February 1995 - Complete foundation for flare station
4. March 1995 - Flare station completed.

James E. Patterson
October 31, 1994
Page 2
5. April 1995 - Start up operation, train landfill staff.
6. May 1995 - Commence operation
Should you have any questions or comments, please contact me.
Sincerely,
David F. Thompson
County Manager
DFT/abm
enclosures: Preliminary Design
Letters to Cargan & Associates
cc: Board of Commissioners
Gary Tweed
Don Elkins
Eldon Owen
Nippy Page
Angela Skerrett

ELDON OWEN
SOLID WASTE DIRECTOR
697--I' 16
Sept. 19, 1994
Mr. Samuel Logan,
Cargan Resources
PO Box 1078
Camden, SC,, 29020
Dear Skip,
HENDERSON COUNTY
SOLID WASTE MANAGEMENT
802 StoneyMountain Road
Hendersonville, NC 28739
Jr., President
Inc.
NIPPY PAGE
INTEGRATED
SOLID WASTE PLANNER
697-4877
As you are aware, Henderson County has been operating the
Stoney Mountain Road Landfill under a notice of violation from the
North Carolina Department of Health, Environment and Natural
Resources (NCDEHNR) for methane gas migration. It was for this
reason, that Henderson County proposed to enter into a contract for
methane gas remediation with Cargan Energy Associates, a Georgia
Partnership. A schedule for the remediation project was submitted
by you for this project. The remediation project is grossly behind
schedule. Site construction was to begin in April with start-up of
operations in September. The County has been placed in a situation
because of delays in the start-up of the project which could result
in further notices of violation from NCDEHNR.
It is my understanding from my conversations with you that the
reason for the delays has been your inability to obtain financing
for the remediation project. As it is now September, 1994, the
contracts were sent to you for execution on February 4, 1994, the
contracts have never been executed by Cargan Energy Associates, and
as of today's date you have still not secured financing for the
project, Henderson County can draw only one conclusion: that
Cargan Energy Associates is unable to perform the terms of the
contract.
Henderson County must proceed with this project immediately.
We can sustain no further delays. Therefore, please consider this
letter your notice that we consider our contracts with you to be
null and void. Henderson County must proceed with the project
through alternative methods.
We appreciate your efforts on our behalf, but we must move
ahead. Thank you for working with the County.
Sincerer
Nippy Page
Solid Waste Planner
CC: David Thompson, County Manager

SCHRANZE & ASSOCIATES
A Professional Company
9 September 1994
WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
P.O. Box 546
Hendersonville, NC 28793..
Attention: Mr. Gary T. Tweed, P.E.
PROPOSAL: Engineering Services for the Design And Implementation of
A Landfill. Gas Remediation System
For the Stoney Mountain Landfill, Henderson County, NC;
Proposal No. P9422
Dear Mr. Tweed:
Chemical Engineering
Environmental Consulting
SCHRANZE & ASSOCIATES is pleased to submit this proposal to provide
engineering services for the implementation of a gas extraction and control
system for HENDERSON COUNTY's Stoney Mountain Landfill.
At your
request,
this proposal includes
the requisite engineering work
which will be
required
to implement the gas
remediation system in as
efficient and
economic
manner as possible.
Such services will include:
1) Engineering and design of the system, resulting in detail drawings
and construction specifications;
2) Filing for the required state permits;
3) Assistance to WILLIAM G. LAPSLEY & ASSOCIATES (LAPSLEY) in preparing
construction bid specifications and in helping to evaluate and qualify
bid responses;
4) Providing construction management support to LAPSLEY by performing
work inspection and start-up services; and
5) Providing operations and maintenance training.
This proposal is valid for a period of up to thirty-five (35) days from
this date.
We thank you for your consideration of this proposed work and we look
forward to initiating this program and completing it as soon as possible.
Sincerely yours,
SCHRANZE & ASSOCIATES
enj ^amin Schranze�/�P�E.
Encl. P 422-d1
P.O. BOX 445, WYNNEWOOD, PENNSYLVANIA 19096 [phone]

SCHRANZE & ASSOCIATES
A Professional Company
Chemical Engineering
Environmental Consulting
PROPOSAL NO. P9422
f ENGINEERING SERVICES
FOR THE DESIGN AND IMPLEMENTATION
OF A LANDFILL GAS CONTROL SYSTEM
FOR THE STONEY MOUNTAIN LANDFILL,
HENDERSON COUNTY, NORTH CAROLINA
SUBMITTED TO:
WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
P.O. Box 546
Hendersonville, NC 28793
Attention: Mr. Gary T. Tweed, P.E.
9 September 1994
SUBMITTED BY:
SCHRANZE & ASSOCIATES
P.O. Box 445
Wynnewood, Pa 19096-0445
Telephone: [phone]
P.O. BOX 445, WYNNEWOOD, PENNSYLVANIA 19096 [phone]

PROPOSAL P9422
ENGINEERING SERVICES
FOR THE DESIGN AND IMPLEMENTATION OF A LANDFILL GAS CONTROL SYSTEM
FOR THE STONEY MOUNTAIN LANDFILL, HENDERSON COUNTY, NORTH CAROLINA
1.0 REQUIREMENTS
1.1 Objectives
The primary objective of this landfill gas extraction system design is
to prevent landfill gas- from migrating to areas which have exhibited
evidence of underground gas movement o&—site. The recovered gas will be
consumed in an air—inspirated flare as a control method. This flare shall
not present an undue nuisance to residents located near the landfill site.
A secondary objective of this design is to provide for the on —site
disposal of gas condensate which may collect within the headers and
manifolding of the gas collection lines, in an environmentally —acceptable
manner.
Another objective is to provide sufficient flexibility in the system to
eventually accommodate Closure requirements once the landfill ceases
operations, as well as to prepare the system for beneficial use of the gas
when the need arises and when appropriate agreements have been made.
1.2 Methodology
The system will be designed in general agreement with federal
requirements described in 40 CFR Part 60, Subpart WWW, concerning active
landfill gas extraction facilities (expected to be promulgated by the state
for conformance in North Carolina). This design will also satisfy
operational requirements concerning gas migration control at municipal solid
waste landfills, as defined by North Carolina's Department of Environment,
Health, and Natural Resources (DEHNR) under its Subtitle D regulations.
Proposal to Design a Landfill Gas Remediation System at Henderson. NC
9 September 1994
SCHRANZE & ASSOICATES Proposal P9422 Page 1

Specific characteristics of the impoundment and cover, as revealed in
the test program conducted in the summer of 1993,
will be accommodated in
the design in order to enhance the capture and control of the generated
gas. In particular, the well head and casing will be designed so as to
minimize air intrustion in the immediate vicinity of each well. However, if
high vacuum levels are needed to ensure effective gas migration control,
resulting in the intrusion of some air into the gas stream, nevertheless,
the flare will maintain stable combustion as a control method,
1.3 References
(1) Memorandum, dated 17 July 1993, SCHRANZE to CARGAN RESOURCES, INC.,
in which the requirements for the gas remediation program were defined
(Report J9325-01);,
topographic
drawings, provided by LAPSELEY AND ASSOCIATES,
(2)
to
Closure
be used
as the basic
plot plan.
2.0 SCOPE OF ACTIVITIES
TASK 1 — ENGINEERING AND DESIGN
Gas well and Gas Line Location: The parameters used in
to design
the
wellfield will be: well depth, well casing perforation length,
to be introduced at the wellhead, and well —to —well displacement distances.
The wellfield will be configured so as to reduce air intrusion potential
through the landfill cover, particularly since final cover has not been
constructed on —site. When final cover is subsequently
tly installed,
nstauum le conditions in
wellfield may then be operated ato�lgears g ne=aped at that time. In
keeping with the actual quantity cause overlap of the zones of
addition, specified well —to —well spacing may
influence of the wells. This will tend to minimize underground passage of
gas through the well "barrier".
Gas header line and collection manifold "run" designs will be
constrained by the need to minimize "water —lock" potential of gas
passageways. The topographic (elevation) information rovilidedlocatthe
LAPSELEY drawings will be used to assist in defining g
Proposal to Design a Landfill Gas Remediation System at Henderson, NC
9 September 1994 Page 2
SCIRANZE & ASSOICATES Proposal P9422

Well Design: A design for the proposed new wells will be
developed. The configuration and materials selected for these wells will be
in accord with the requirements defined in 40 CFR Part 60, Subpart WWW.
Since subsequent drilling operations may reveal unexpected "refusal"
conditions, tolerances in well location, well depths, and lengths of
perforated well casing, will be defined. It is intended to provide well
drilling contingency information, in advance, in order to facilitate the
implementation of the wellfield.
Each well will be provided with a wellhead fixture containing sampling
and monitoring ports to permit the ready measurement of methane, oxygen,
carbon dioxide, and flow rate, as well as to permit the installation and use
of a flow balancing valve. A design will be provided which will minimize
the gas flow disturbances which may occur in the vicinity of the monitoring
ports and which will. permit accurate sampling conditions, in order to
produce valid measurement results during operation.
Blower Facility:_ The extracton blower will accommodate a flow rate
range of .Prom three hundred thousand standard cubic feet per day (300,000
sefd) to more than one million sefd. A positive —displacement type blower
will be used which will apply vacuum to the wellfield, acting through the
gas manifolding and header lines. The pressure of the discharged gas will
be sufficiently greater than the ambient level so as to allow unhindered
transport of the gas to the flare, as well as to support stable burning of
the gas within the flare under all operating conditions.
Appropriate manual adjustment of induced vacuum, actual gas flow rate,
and discharge pressure, will be provided in the design. A constant speed
blower motor will be used, but provision to adjust rotational speed of the
blower will be provided by the use of changes in blower and motor sheaves,
and driving fan belts during the operations and maintenance phase of the
program. This feature minimizes the cost of the blower assembly. The same
blower will be capable of providing discharge pressures up to 10 psi (gage)
at flow rates exceeding 400 scfm, for subsequent beneficial use of the gas
off —site, when needed.
The blower will be silenced using a discharge silencer, and will also
be protected from operating at undue low flow conditions by the use of an
adjustable, spring —loaded recirculation gas line, coupled to a high vacuum
cutoff switch.
Proposal to Design a Landfill Gas Remediation System at Henderson, NC
9 September 1994
SCHRANZE & ASSOICATES Proposal P9422 Page 3

Flare Facility: An air-inspirated flare will be used to provide
stable burning of the landfill gas under a wide range of gas flow and
methane content conditions. In addition, the flare will provide stable and
safe operation for air intrusion levels up to 25%, by volume, and for a
corresponding reduction in methane content from 55% to less than 40%, by
volume. For this purpose, a continuous pilot flame facility will be
incorporated into the flare and will use propane fuel on start-up, but will
switch -over to landfill gas during steady-state conditions in order to allow
economic operation.
The flare will- not contain any moveable air control shutters, thus
simplifying operation. It will include a high -voltage ignition unit to
allow ready start-up.
Gas Condensate Management: It is planned to capture any gas
condensate which may develop in the gas header and manifold lines in order
to minimize the potential for water lock in the lines, as well as to protect
the blower and flare equipment. This condensate will then be disposed of by
introducing it into the flare flame, using an appropriately designed water
injection unit.. It is to be noted that federal and state regulations do not
permit the reinjection of such condensate back into an unlined landfill,
such as is the case for Stoney Mountain.
A single condensate trap is planned which will allow gas condensate to
drain by gravity from the gas manifolding and header lines, assisted by the
applied vacuum induced by blower operation. The trapped water will then be
transported by pump action into the flare for thermal disposal.
Control System: The design will allow for both on -site and remote
startup via telephone control, and will contain sufficient sensors and
controls so as to assure safe and environmentally -acceptable operation.
Included in the sensing and control functions will be:
Vacuum sensing and high vacuum cutoff,
Flare pilot ignition and pilot flame sensing,
Startup timer control in order to limit the startup sequencing to
an acceptably small time increment, _
Automatic startup delay timing control in order to assure a sufficient
line purging interval, in case of intermittent electrical power
failures,
Proposal to Design a Landfill Gas Remediation System at Henderson, NC
9 September 1994
SCHRANZE & ASSOICATES Proposal P9422 Page 4

Flare flame sensing using a combination of pilot flame and main flame
sensing as feedback control elements, to perform: pilot gas
switchover (propane to landfill gas), high temperature cutoff,
and flame quench control (coupled with condensate injection
control), .
Blower safety provisions via: motor controller electrical current
cutoff control, motor bearing thermal cutoff control, and high
blower gas discharge temperature cutoff,
Condensate sump level control (to activate/deactivate the water sump
pump).
A telephone Gallup unit will be specified which will allow for remote
diagnostic readout; remote reset/restart, and telephone annunciator Gallup
capability.
The control logic and controllers will be mounted in suitable NEMA 4
control cabinets which will allow for all—weather operation outdoors.
Design Submission: Draft construction specifications and drawings
will be prepared and submitted to LAPSLEY for review and comment. This
information will include:
(1) Wellfield design, presented on a topographical plan view of the
landfill, which will include well and gas line locations and sizing,
blower and flare station location;
(2) Gas well construction details, including bore —hole sizing, gas
sealing design, and well —head fixture design;
(3) Details of the gas condensate capture system, control, and pumping
elements, plus the integration of the water injection facility into the
flare;
(4) Electric line diagram, including service entrance, all related
operating controls, ignition system, measurement devices and related
control relays, recording and communication facilities, flare safety
controls, and pilot gas mixing controls;
(5) Flare details, including materials of construction, gas and pilot
discharge nozzle configurations, flash supressors, igmition
transformers and igniters, pilot gas mixer and pilot gas handover
controls; and
Proposal to Design a Landfill Gas Remediation System at Henderson, NC
9 September 1994
SCHRANZE & ASSOICATES Proposal P9422 Page 5

(6) Blower and flare pad configuration, including site preparation
details, control cabinet locations, startup propane storage and site
fencing and security requirements.
All drawings will be digitized and configured in the Auto/Cad, or
equivalent drawing system. The LAPSELEY topographic drawings will also be
digitied via scanning and. used as reference for the wellfield and gas
collection line configuration.
Once approval is made, the drawings will be finalized and sealed for
construction, archiving, and permit submission purposes.
TASK 2 — PERMIT SUBMISSIONS
Permit requirements will be reviewed with LAPSLEY and HENDERSON COUNTY
(COUNTY) to determine the type of permit submissions required for the
construction (and subsequent operation) of the gas remediation system.
Required "modules" or forms will be executed by SCHRANZE and will be
accompanied by technical descriptive information in order to facilitate
permit reviews by the regulatory organizations involved. It is planned to
extract such information from the design drawings and specifications
prepared in Task 1 of this program. However, flare emissions estimates will
also be prepared, based on operation and testing information derived from
other, similar programs which have been implemented by SCHRANZE.
It is anticipated that a state air permit submission and well —drilling
permits will be required as a minimum. It is also expected that a
submission may be required to be made to the solid waste division of the
state regulatory group in order to satisfy the landfill closure
requirements, under the existing landfill permit. Since gas condensate
disposal is to be made using the flare, information regarding the condensate
management design scheme will be executed along with the other information
developed for the air permit submission.
It is possible that the state may require public notification (or
possibly one or more hearings). SCHRANZE will be prepared to participate
and serve as the COUNTY's technical advisor, when required.
Proposal to Design a Landfill Gas
9 September 1994
SCHRANZE & ASSOICATES Proposal
Remediation System at Henderson, NC
P9422
Page 6

Bid Evaluation: SCHRANZE will provide support in reviewing each bid
package, comparing costs with estimated values, and in screening and
assessing the technical capability of candidate contractors. If the bidders
offer alternatives to any design feature, SCHRANZE will also provide
necessary technical reviews and advise LARSLEY if such alternatives are
acceptable.
Since LAPSLEY has indicated that specific parcels of woric may be
awarded outside the bid process (such as for electrical wiring and service
entrance work), SCHRANZE will be prepared, if necessary, to examine sample
facilities which have been fabricated by the candidate contractor for other
installations in order to evaluate his quality of work. This will also be
the suggested procedure for chosing contractors available to perform
specialized work elements, such as gas well drilling and casing
installation, outside the bid process.
TASK 4 — CONSTRUCTION MANAGEMENT SUPPORT
Contractor Meetings: SCHRANZE will assist LAPSLEY in conducting job
conferences with selected contractors in order to define the final work
plan, schedule, field acceptance criteria, and cost reimbursement and
related cost control procedures. Information from these meeting will be
documented by SCHRANZE for incporporation into a construction and quality
assurance acceptance report.
Work Inspection Support: SCHRANZE will prepare a quality assurance
(QA) report which will contain field acceptance specifications for each of
the elements of the gas extraction and control facility. This information
will be used by LAPSLEY in performing requisite checking of the various
elements of the system during construction. .
SCHRANZE plans to be provide on —site inspection support:
At the completion of well drilling and casing installation of all
gas wells,
When the gas gathering lines have been installed,
When the blower, flare, and control cabinet have been installed, and
At the completion of the construction of the entire system.
Proposal to Design a Landfill Gas
9 September 1994
SCHRANZE & ASSOICATES Proposal
Remediation System at Henderson, NC
P9422
Page 8

In the QA report, procedures for inspection of equipment and
subassemblies will be used during unloading. Any damage will be documented
and a decision as to the disposition of the affected equipment will be made
on —site. Well drilling and gas line installation activities and findings
will be recorded by the constractors, using formats acceptable to LAPSLEY
and SCHRANZE.
Also in the QA report, SCHRANZE will provide documentation relative to
safety standards, protection requirements, and remedial action which may be
required because of undue exposure to landfill gas.
Field Acceptance Testing: Gas flow and quality testing will be
performed by SCHRANZE at each wellhead assembly, at selected points in the
gas transmission lines, and fore and aft of the blower. The operation of
the system will be verified under a variety of flow conditions, using the
manual throttling valve which will be incorporated into the design and
implemented in the construction of the system.
Upset or abnormal conditions will be simulated in order to verify the
action of key shut—off equipment This will include:
Electrical power interruption,
High vacumm condition upstream of the blower,
High temperature cutoff conditions, and
Startup timer cutoff.
SCHRANZE also plans to be present during inspection by state regulatory
personnel. The system will be energized in the presence of state personnel
and copies of the QA report and construction logs will be made available, as
required.
Proposal to Design a Landfill Gas Remediation System at Henderson, NC
9 September 1994
SCHRANZE & ASSOICATES Proposal P9422 Page 9

TASIC 5 — OPERATIONS AND MAINTENANCE TRAINING
O&M (Operations and Maintenance) Manual:_ SCHRANZE will provide an
0&M manual which will contain:
"As built" drawings,
Design specification of the system,
Equipment description, nameplate and manufacturer information, and
required maintenance procedures,
Operating procedures, and
Consumable listings and waste (e.g., used oil) disposal requirements.
In addition ,SCHRANZE will provide a list of operating equipment
required by on —site personnel in their operating checks of the system. Such
equipment will include:,
Methane meter,
Oxygen meter,
Boost sampling compressor (for use in sampling
under vacuum conditions),
Manual flow measuring devices (for individual
a pitot/magnehelic gage assembly,
Vacuum gages, and
Multimeter.
gas wells and gas lines
well testing), such as
Training: SCHRANZE will tutor COUNTY personnel in the operation and
maintenance of the system. Part of the O&M procedure will be to execute
visitation logs so that operating personnel may have a structured method to
use in the program. It is suggested that visitation logs and monthly
progress reporting be instituted as a method of maintaining a historical
record of operations, encountered problems, and remedial work experienced
with the gas extraction system. Such progress reporting is a structured way
of proving conformance of the operation of the system to regulatory
guidelines and permit requirements.
Proposal to Design a Landfill Gas Remediation System at Henderson, NC
9 September 1994
SCHRANZE & ASSOICATES Proposal P9422 Page 10

i
0.0 COST
_SCHRANZE & ASSOCIATES proposes to perform Tasks 1 and 2 (Engineering
and Design, and Permit Submissions) for a Lump Sum of:
TWENTY TWO TIOUSAND DOLLARS ($22,000.00).
This includes an allowance for two (2) trips by B.A. Schranze and one
(1) trip by Edward Altman, our Design Associate, to Hendersonville, for
a total period of up to six days.
It is proposed that work in Tasks 0, 4, and 5 (Costruction Bid
Preparation and Evaluation, Construction Management Support, and Operations
and Maintenance Training) be compensated on a Time -and -Material basis, under
a Not -to -Exceed Cost 'Limit of an additional:
TWENTY THOUSAND DOLLARS ($20,000.00).
SCHRANZE & ASSOCIATES rates for Tasks 3, 4, and 5 include:.
B.A. Schranze Labor: $60.00 per hour
Edward Altman Labor: $40.00 per hour
Expenses:
Travel and Living billed at actual cost plus 10% for
administrative costs -
Out -of -Pocket Expenses also billed at actual cost plus
10% for administrative costs.
Additional Auto -Cad costs (via our subcontractor) billed
at actual cost plus 15% for management review and
administrative costs.
The program may be initiated by a down payment of:
FIVE THOUSAND DOLLARS ($5,000.00),
which will be credited against the Task 1 and Task 2 Lump Sum cost of
twenty-two thousand dollars.
Invoicing for progress payments in accordance with work accomplished
to -date, will be paid within fifteen (15) days after the receipt of invoice.
Proposal to Design a Landfill Gas Remediation System at Henderson, NC
9 September 1994
SCHRANZE & ASSOICATES Proposal P9422 Page II

State of North Carolina
Department of Environment,
Health and Natural Resources
Asheville Regional Office
James B, Hunt, Jr., Governor
Jonathan B, Howes, Secretary
Nann B. Guthrie, Regional Manager
DIVISION OF SOLID WASTE MANAGEMENT
SOLID WASTE SECTION
December 6, 1994
Mr. David Thompson
Henderson County Manager
100 North King Street
Hendersonville, NC 28739
Dear Mr. Thompson:
In response to.your October 31, 1994, letter outlining a schedule for implementing a methane gas
migration control system at the Henderson County Landfill (Permit No. 45-01), I have discussed this
schedule with Phil Prete, Solid Waste Section Field Operations Head. Based on circumstances
outlined in your correspondence, the dates specified are agreed to.
Please keep in mind that directives outlined in 15A North Carolina Administrative Code 13B
.1626(c)(i) concerning taking all steps necessary to ensure protection of public health and the
environment are always applicable,
Also, Henderson County will be required to continue monitoring and record keeping for methane
gas levels on the Trace property and inside the Trace residence.
Since the methane gas migration has been an ongoing problem for over two years, the ,Solid
Waste Section is accepting the schedule submitted as a "firm schedule" and no further extensions will
be granted. A new compliance date of May 1, 1995 is therefore established for installation and
operation of the methane gas migration control system..
Please let me know if you have questions.
,mcerely,
James F. Patterson
JFP: sb Waste Management Specialist
cc: Julian Foscue
Phil Prete - Henderson County: Facility
Interchange Building, 59 Woodfln Place, Asheville, N.C. 28801
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

Cam' '�11
—=�= �ItFSOUHQJ
--- = Nc
Yv UR NATURAL PARTNER
June 1, 1994
Mr. James E. Patterson
Waste Management Specialist
Solid Waste Section
59 Woodfin Place
Asheville, NC 28801
Re: Nippy Page, Henderson County Solid Waste Planner,
Memorandum, May 6, 1994 (enclosed)
Landfill Gas Monitoring, Trace Residence/Property,
Plans and Specifications,
Dear Mr. Patterson,
After receiving the captioned Memorandum, and after visiting
the Trace property with Ms. Page on May 25, 1994, we have
developed the following plans to accomplish the captioned
task .
I. Install 6 Landfill Gas (LFG) monitoring wells at
discrete locations, on the Trace property, to measure the
magnitude and possible hazards of gas migration from Stony
Mountain Road Landfill.
2. Wells will be drilled to a depth of 10 feet using a 4
inch hand auger tool. Wells will be cased with 1 and 1/2
_inch perforated PVC pipe to within four feet of the surface.
The perforated section will be backfilled with 1/2 inch
.-rushed stone. The upper section will be filled with well
i;,aterial with the final two feet sealed with bentonite clay.
The well head will be fitted with an 18 inch riser section
of 1 and 1/2 inch PVC and fitted with a removeable PVC cap.
Following a 24 hour period of normal aspiration the
wells will be sampled using a Landtech Gem 500 portable
Landfill Gas field testing unit. The unit will be
calibrated with a gas standard consisting of 48% Methane,
48% Carbon Dioxide, and 2% Oxygen prior to testing. Each
well will receive a discrete "ID" with its information
:stored in the Gem 500 unit. Following the test procedure
he wells will be capped until the next test. The wells
;sill be tested once each week thereafter in the routine test
:;ycle of the Landfill Gas Monitoring wells at Stoney
':t,untain Road Landfill.
4. In addition to the six wells, the Trace residence will
be tested for the presence of Landfill Gas, using the Gem
`00 unit. Depending upon the results of all the test data)
a recommendation will be made as to the necessity of
continuing to monitor the Trace residence.
POST OFFICE BOX 1078 CAMDEN, SOUTH CAROLINA 29020 PHONE/FAX: [phone]

5. Following completion of all fii!.l.d tasting, a rcp,?rt will
be drafted summarizing the field work, the data collected,
and the implications of the information, together with
certain conclusions and recommendations for additional
action, if required.
Mr. Patterson, by the time you receive this letter we should
have completed the field work and will be in the process of
compiling data and finalizing our report. Our report should
be completed by June 10, 1994.
Should you have any questions or comments, please contact
our office.
Very tru1 ,ours,
� r
Samuel Log n, Jr.
cc: Nippy Page, Henderson County
enclosures:

MEMORANDUM
TO: Skip Logan, President
Cargan Resources, Inc.
FROM: Nippy Page, Integrated Solid waste Planner f\P
rUBJECT: Trace property testing
DATE: May 6, 1994
+ W +
As part ofan inspection at the Landfill. an May S, Jim
Patterson, solid waste Specialist, has requested Dr. Trace's
property be tested for methane before June 4. This testing should
i::clude all buildings on his property and the property line
a� oining the landfill. Please let me know when you can do this so
I may obtain permission from the Traces to come on their property.
Thank youi

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cargan
INC
YOUINATUR. PAR TTNU
June 1, 1994
Mr. James E. Patterson
Waste Management Specialist
Solid Waste Section
59 Woodfin Place
Asheville, NC 28801
Re: Nippy Page, Henderson County Solid Waste Planner,
Memorandum, May 6, 1994 (enclosed)
Landfill Cat Monitoring, Trace Residence/Property,
Plans and Specifications,
Dear Mr. Patterson,
After receiving the captioned Memorandum, and after visiting
the Trace property with Ms. Page on May 25, 1994, we have
developed the following plans to accomplish the captioned
1.. Install 6 Landfill Gas (LFG) monitoring wells at
discrete locations, on the Trace property, to measure the
magnitude and possible ha2ards of gas migration from Stony
Mountain Road Landfill.
2. Wells Will be drilled to a depth of 10 feet using a 4
inch hand auger tool. Wells will be cased with 1 and 1/2
anch perforated PVC pipe to within four feet of the surface_
The perforated section will be backfilled with 1/2 inch
:rushed stone_ The upper section will be filled with well
%iaterial with the final two feet sealed with bentonite clay.
The well head will be f;ltted with an L8 inch riser section
Of 1 and 1/2 inch PVC and fitted with a removeable PVC cap,
3. Following a 24 hour period of normal aspiration the
Wells will be Sampled using a LaDdtech Gem 500 portable
L.•andfill Gas field testing unit. The unit will be
calibrated with a gas standard
consisting of 48%48% Carbon Dioxide, and 26 Oxen sti Methane,
well will receive a discrete yiD prior
ithits informationach
-tored in the Gem 500 unit. Following the test procedure
the wells will be capped until the next test. The wells
ill be tested once each week thereafter in the routine test
cycle of the Landfill Gas Monitoring wells at Stone
:.:untain Road Landfill.. y
4. In addition to the six wells, the Trace residence will
Lz tested for the presence of Landfill Gas, using the Gem
00 unit. Depending upon the results of all the test data,
a recommendation will be made as to the necessity of
continuing to monitor the Trace residence.
POST OFFICE BOX 1079 CAMDEN, SOUTH CAROUN^ 29020 PHONFJFAX; [phone]

DG-33-•1334 04:04P'l IRON TO 1734oDT575DD
5. following completion of all field testing, a TPyort will
be drafted aurt;narizing the field work, the data collected,
and the implications of the information, together with
certain c.onclu.ioAs and recommendations for additional
action, if required.
6. Estimated costs for the project will be:
{a) Install and comblete 6 Landfill Gas Monitor wells, in
accordance with paragraph 2 above, including
installation and materials, at $195.00 per well,
(b) Initial sampling and testing of wells at $15.00 per
test times 12 tests.
(c) Test Trace residence for evidence of Landfill Gas,
at $80.00 dollars,
(d) Project Report, estimated at $400.00 dollars, and
(e) Incorporating Trace wells in future weekly test cycle,
add $360.00 per month to normal invoice.
Total estimated project cost, $1850.00
An invoice will be included with the normal billing cycle
for each of the following:
(a) Following completion of the well installation,
two week observation period, and testing Trace
residence, and
(b) Following subDission of the protect report.
Paragraphs 1 through 5 have been incorporated into a letter
t0 J i Tn q..iocta9 , —;a th oop2- c,. I r ., I . i r J vU
In a v c a n y 7 .. • a t i :� r. c: , •- v u� 11, e n 6 e: a V Ta o Q Y r I u : l V n J t q t h 1 6 p 1 d 17 ,
please advise.
Very tru? yours,
r-

6-03-19 4 ._t l: J � _I,,i
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TOTAL P.07

{
TO; Skip Logan, President
Cargan Resources, Tnc.
FF,ox: Ni PageIntegrated Solid Waste Planner
PPY , ++++
J— M CT: Trace property testing
DATE: MAY Of 1994
v_ As part of^�an inspection ^at the ~Landfill on may a, �31m
Patterson, solid Waste Specialist, has requested Dr.
mract's
;.>roperty be tested for methare before June #. This testing should
i:ciude all buildings on his property and the property line
,joining the landfill- Please let me know wben you cat do this eo
may obtain perraissicn tram the Traces to come on their propert�r.
Thank you=

Cal '
- -� LAG H}SUl:liINC
_ -
YOUR NAIL Putt
July 7, 1994
Mr. Jim Patterson
DEHNR Waste Specialist
59 Woodf in Place
Asheville, NC 28801
Re: June 14, 1994, Cargan Resources, Samuel Logan, Jr.
Dear Mr. Patterson,
This is to keep you advised that the Trace property
inspections, captioned above, have continued on a weekly
basis. We have not observed any methane intrusion into
buildings or enclosed spaces on the property, though methane
continues to register above LEL in the monitor wells in open
areas.
We have commenced Landfill Gas project mobilization at
Stoney Mountain Road Landfill, and we again request
clarification on DEHNR regulations concerning the
installation of Landfill Gas wells. Prior to the
installation of test wells in May of 1993, we were informed
by your office that the State did not require a permit for
such well installation. Please reconfirm, or provide
guidance if there are new LFG well permit requirements with
the State of North Carolina.
Many thanks, and
Very truly ours,
Samuel Logan, r I
cc: Ms. Nippy Page, Henderson County V
POST OFFICE BOX 1078 CAMDEN, SOUTH CAROLINA 29020 PHONE/FAX: [phone]

INC
YouR NATuRAL PARTNER
June 10, 1994
Ms. Nippy Page
Henderson County
Solid Waste Planner
802 Stoney Mountain Rd.
Hendersonville, NC 28739
RE: Report on Task Assignment to inspect Trace Property,
North boundary adjacent to Stoney Mountain Rd.
Landfill, for evidence of Methane accumulation in
buildings and grounds.
Dear Ms. Page:
The captioned Report is submitted together -with field
testing data. Please advise upon receipt and review.
Very truly ours,
Samuel Log n, r.
President
enclosure: Subject Report
POST OFFICE BOX 1078 CAMDEN, SOUTH CAROLINA 29020 PHONEIFAX: [phone]

June 10, 1994
CARGAN RESOURCES, INC.
REPORT ON:
Landfill Gas Migration and Its Impact on Trace Property at
Northern Boundary of Stony Mountain Road Landfill.
<< ABSTRACT >>
Landfill Gas, which constituents are primarily Methane
(generally 56% by volume) and Carbon Dioxide (generally 45%
by volume), is known to migrate from its point of specific
formation within a Landfill impoundment. Subsurface
movement is opportunistic, taking place down a concentration
gradient and down a pressure gradient. Current North
Carolina Solid Waste Regulations prohibit such uncontrolled
gas movement beyond Landfill property boundaries in
concentrations greater than 5% Methane, characterized as
100% Lower Explosive Limit. Physical evidence indicates
that migration events are ongoing at Stoney Mountain Road
Landfill, Henderson County, NC, along the northern Landfill
boundary, effecting adjacent property owned by the Trace
family. A study was conducted to determine the extent and
impact of this migration on Trace buildings and grounds.
1

1. Installation of Landfill Gas Monitor Wells.
On May 27, 1994, the day following a site visit with Ms.
Nippy Page, Henderson County Solid Waste Planner, Cargan
personnel installed 6 Landfill Gas monitor wells on Trace
property as indicated on the enclosed diagram. Well.
identification and data are as follows:
(a) DOCT 001. 4 inch well bore, 10 feet deep.
First 6 inches of top soil, followed by 4 feet of
dark grey clay, then 5.5 feet of loosely
consolidated sandy material. Well completed with
1 and 1/2 inch perforated PVC casing in bottom six
feet, with top four feet of solid wall 1 and 1/2
inch PVC casing. The well head was completed with
an 18 inch by 1 and 1/2 inch PVC riser and cap.
Cavity around casing was filled with 1/2 inch
crush stone surrounding the perforated section,
then backfilled with well material to within 1
foot of surface then sealed with a 1 foot
bentonite plug.
(b) DOCT 002. 4 inch well bore, 10 feet deep.
First 6 inches of top soil, followed by 4 feet of
dark grey clay, then 5.5 feet of loosely
consolidated sandy material. Well completed with
1 and 1/2 inch perforated PVC casing in bottom six
feet, with top four feet of solid wall 1 and 1/2
inch PVC casing. The well head was completed with
an 18 inch by 1 and 1/2 inch PVC riser and cap.
Cavity around casing was filled with 1/2 inch
crush stone surrounding the perforated section,
then backfilled with well material to within 1
foot of surface, then sealed with a 1 foot
bentonite plug.
(c) DOCT 003. 4 inch well bore, 10 feet deep.
First 4 inches of top soil, followed by 3 feet of
lighter grey clay, then 6.6 feet of loosely
consolidated sandy material. Well completed with
1 and 1/2 inch perforated PVC casing in bottom six
feet, with top four feet of solid wall 1 and 1/2
inch PVC casing. The well. head was completed with
an 18 inch by 1 and 1/2 inch PVC riser and cap.
Cavity around casing was filled with 1/2 inch
crush stone surrounding the perforated section,
then backfilled with well material to within 1
foot of surface, then sealed with a 1. foot
bentonite plug.

(d) DOCT 004. 4 inch well bore, 10 feet deep.
First 10 inches of top soil, followed by 9.2 feet
of loosely consolidated sandy material. Well
completed with ]_ and 1/2 inch perforated PVC
casing in bottom six feet, with top four feet of
solid wall 1 and 1/2 inch PVC casing. The well
head was completed with an 18 inch by 1 and 1/2
inch PVC riser and cap. Cavity around casing was
filled with 1/2 inch crush stone surrounding the
perforated section, then backfilled with well
material to within 1 foot of surface, then sealed
with a 1 foot bentonite plug.
(e) DOCT 005. 4 inch well bore, 10 feet deep.
First 10 inches of top soil, followed by 9.2 feet
of loosely consolidated sandy material. Well
completed with 1 and 1/2 inch perforated PVC
casing in bottom six feet, with top four feet of
solid wall 1 and 1/2 inch PVC casing. The well
head was completed with an 18 inch by 1 and 1/2
inch PVC riser and cap. Cavity around casing was
filled with 1/2 inch crush stone surrounding the
perforated section, then backfilled with well
material to within 1 foot of surface, then sealed
with a 1 foot bentonite plug.
(f) DOCT 006. 4 inch well bore, 10 feet deep.
First 5 inches of top soil, followed by 9.4 feet
of loosely consolidated sandy material. Well
completed with 1 and 1/2 inch perforated PVC
casing in bottom six feet, with top four feet of
solid wall 1 and 1/2 inch PVC casing. The well
head was completed with an 18 inch by 1 and 1/2
inch PVC riser and cap. Cavity around casing was
filled with 1/2 inch crush stone surrounding the
perforated section, then backfilled with well
material to within 1 foot of surface, then sealed
with a 1 foot bentonite plug.

2. Testing and Analysis.
After allowing the test wells to aspirate for 24 hours, the
wells were sampled at 1700 hours on May 27, 1994 with the
Landtech Gem 500 Landfill Gas Test Unit. The test unit was
calibrated with a gas standard of 48% methane, 48% carbon
dioxide, and 2% oxygen. The unit was allowed to draw gals
from a point 24 inches below the well head with the
following results for each well:
5/27/94
METHANE
CARBON DIOXIDE
OXYGEN
DOCT0001:
4.9%
4.1%
17.0%
DOCT0002:
3.4%
3.1%
17.3%
DOCT0003:
12.9%
11.80
14.2%
DCOT0004:
22.194
24.7%
8.8%
DOCT0005:
0.9%
2.3%
17.3%
DOCT0006:
0.0%
0.5%
1.8.8%
Please refer to the enclosed well site diagram for well ID
locations.
Analysis of the data indicates that on May 27, 1994 DOCT0003
and DOCT0004 tested significantly above 100% LEL, 5%
methane. DOCT0003 tested 258% LEL, and DOCT0004 tested 442%
LEL. The data also confirms that a significant Landfill Gas
subsurface pressure gradient has extended some 100 feet into
the Trace property from the northern landfill perimeter.
The loss of border, trees and deep rooted foliage opposite
DOCT0001-0004 would indicate an effective gradient width of
some 400 feet at this location. (See diagram)
4

At the conclusion of the May 27, 1994 test, all wells were
capped in preparation for the next phase of testing which
took place on June 3, 1994 and. again on June 9, 1994.
Prior to sample testing, the Gem 500 Landfill Gas Unit was
calibrated as discussed above.
Test result from those two dates are as follows:
METHANE
CARBON DIOXIDE
OXYGEN
DOCT0001:
6/3/94
35.7%
43.2%
5.8%
6/9/94
23.5%
31.8%
10.1%
DOCT0002:
6/3/94
44.8%
54.6%
0.6%
6/9/94
48.6%
49.1%
0.0%
DOCT0003:
6/3/94
45.8%
51.9%
2.3%
6/9/94
45.6%
44.3%
3.0%
DOCT0004:
6/3/94
33.6%
44.1%
5.2%
6/9/94
37.1%
41.5%
3.9%
DOCT0005:
6/3/94
10.5%
23.7%
5.0%
6/9/94
12.1%
28.3%
1.9%
DOCT0006:
6/3/94
0.00%
2.2%
17.0%
6/9/94
0.00%
0.0%
19.3%
The conditions of these tests differed from the May 27, 1994
testing because the wells remained capped during the one
week intervals between each testing event. This was done to
allow methane to accumulate Within the well chamber. At the
time of testing, the cap of each well was removed and the
test sample was withdrawn from a point 24 inches below the
well head. In all wells except DOCT006, the tests revealed
that the intensity of the LFG pressure gradient is
sufficient to support high methane concentrations, in
confined spaces, at distances of up to 100 feet from the
landfill boundary, within the observed gradient. (see
diagram). Note that the western most boundary of the
gradient extends north from the site of Landfill Monitor
Well MP5. This well has been under observation since July
of 1993, with methane concentrations continually in excess
of 55%. The eastern most boundary of the gradient runs
north from the landfill perimeter passing just to the left
of DOCT0005 , and running midway between the round paddock
and the barn. With only one exception, methane

concentrations within the gradient have tested at 33% or
greater, with the highest reaching 48.6%. Methane
concentrations appearing in DOCT0005 are significantly lower
than gradient well concentrations and at DOCT0006 there is
no evidence of methane at all.
On June 9, 1994 the buildings and other improvements on the
Trace property were also tested for evidence of methane
accumulation. Again the Gem 500 Landfill Gas test unit was
employed for there tests. Every building and enclosed
structure, including the Trace residence, pool area, gazebo,
drainage culverts, small barn, large barn, small cottage
adjacent to large barn, and small. equipment shed next to
round paddock were closely tested for evidence of methane.
The sampling was performed in all enclosed or confined
spaces within these structures, either in direct contact
with the ground or in contact through floor drains, duct
work or other likely channels. No methane was discovered
at any of the sample points.

3. Conclusions and Recommendations.
(1) The loss of border trees and deep rooted foliage along
a section of Trace property at the northern boundary of
Stoney Mountain Road Landfill is visual evidence of offsite
Landfill Gas migration into that property.
(2) Data from this test has determined the existence of an
intrusive Landfill gas pressure/concentration gradient,
which has been measured at a distance of 100 feet from the
landfill boundary. The northerly gradient movement is
underlying property dedicated to grazing pastures and horse
paddocks.
(3) Methane concentrations as high as 48.60 or 972% Lower
Explosive Limit have been encountered during testing within
the gradient.
(4) All buildings and improvements on the Trace property
have been tested and are free and clear of methane
intrusion.
(5) Wells on the Trace property should be included in the
weekly monitor program at Stony Mountain Road Landfill to
track the movement of the gradient. The buildings and
improvements on the Trace property should be checked
quarterly unless there is a significant change in the
gradient.
(6) The data gathered from this project will be used in
planning the final design of the Landfill Gas Remediation
System to eliminate methane intrusion into the Trace
property. Once a vacuum barrier has eliminated gas
migration into the Trace property, its monitor wells may be
removed.
(7) County should clear the deadfall at the northern
boundary from the property fence and repair that section of
the fence. New border trees should be planted by County to
restore Trace privacy once active migration control is in
place.
7

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00-14-1994 02:01PM FROM
TO 17046975599 P-01
YOUR NATURAL PARINI±R
4 , 1.994
,im ?after. Jon
D HKR Este SpLcidlist
59 Wonvd.in place
Asheville- I . ter -"g°Oi
Y Y * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
P A ir R A U x M 1 T T A L M a M O
TO: �"- t".1 � �C NO. OF
DEPI: FAX N: _ a %99 PAGES
FROM ^,_ PHONE:
C0: FAX #:
Post -it "brand fax uansmdtai memo 7671
RE: Tra.c;e prupk—rty Inve.s*,'Lg.z;"on. � St.oney Mount.a:4rl goad
Tandfi.11 v3S eY+�QidtiO`i Pro7e:ct., 4cr:dersonvil2e, iiv
Pear Yr. . Patterson,
We hav= conc—Iiided cur ..repo„-t. or the. pro.7er.,t to evaluate t'h,:
txteni- of Landfill Gas migration onto tree :race pro-perty, at
tl e ^9: ther.^. �10"tin6ary o: toi:ey 14ouj,. .airi Road 1 andf_11,
F'el;dF�rzon ^aunty, NC I d 1_.1e r.c adv,.e yotl teat, we
f t)ur:d no ev ; dP,ryce of -me t barlr' llitrusie.l ] r:?.p tilt 71"rc:t(_e
residence Or buildings or ot I he.r irnp:-ovFmer.ts on tiie
px,ope,:ty. Ms. gage :'te's... recoJived ..f,e report Lind i expect
She wi11 pz`av;de year of'_`'_ce wi,ttl_ a ropy,
iti rCSpe_`_ t0 he 16�g thF �r.' ve
Landfill Cas nemedi.a=�oniHanagrrr?r .. Sy::tem az Sto:iey
fou. Tail, we expec.i: t0 hren,l; plo:1r_d Ory oLabout .,111iy i,
199 4. We have nearly finaliztd coinstructiOT, plarlS ari0.
s ec.iFic.atio, a and ore get.tirg oonst:rucc.i.or. Didn a a d f-inA
pricey at this t-inr�:. As. 1 mentioned before weexper..t `e be
o-oerat.iona ':al Se-pt.elltber C7- tli is yt;..Ir.
As We need to provide our dril lY:g with e.v:�dpnze
of tiL'i1i'F! j permit.t, `or gas Wells, WOU16 YUL; Pleace
certify, as You ta:_Q =01- �r1t' illifl'ai Les` we:lI ;A.nslallatlon:,
i8: a cZE I70 Yer�!i �:� ' C' i i re!l `ar dry il_:?� _ualt)
KEl! S _:n No4 w, Carli i—, -ss µ0WCVE'r, _f ^F reel. let or: le3s
CIiF!t7G'Ca, p .P.^ f, f (.raard a _.apy Ji t he per ni L ap.0..
r..hJs, offiG� t.o t�:'�Cdite L^t prosesel;.
Very i7ru 'y yours,
to
Sanuel Lo a -rx.
?ics ;id lit
�i.ppy Paga, ;;e d 'rso:t %ott:ttY
POST OFFICE SOX I= • CAMDEN, SOUGH CAROLINA 29020 • PNONEJFAX: [phone]
TOTAL P.01

. J
carg
,g
YouR NAB. PARTNER
May 27, 1994
Ms. Nippy Page
Henderson County
Solid Waste Planning
Facsimile Transmission
Re: Nippy Page, Memorandum, May 6, 1994
Landfill Gas Monitoring, Trace Property,
Plans and Specifications, Cost Estimate
Dear Nippy,
After discussing your memorandum with Jim Patterson, and
after visiting the Trace property with you on May 25, 1994,
I have developed the following plans to accomplish the
captioned tasks:
1. Install 6 Landfill Gas (LFG) monitoring wells at
discrete locations, on the Trace property, to measure the
magnitude and possible hazards of gas migration from Stony
Mountain Road Landfill.
2. Wells will be drilled to a depth of 10 feet using a 4
inch hand auger tool. Wells will be cased with 1 and 1/2
inch perforated PVC pipe to within four feet of the surface.
The perforated section will be backfilled with 1/2 inch
crushed stone. The upper section will be filled with well
material with the final two feet sealed with bentonite clay.
The well head will be fitted with an 18 inch riser section
of 1 and 1/2 inch PVC and fitted with a removeable PVC cap.
3. Following a 24 hour period of normal aspiration the
wells will be sampled using a Landtech Gem 500 portable
Landfill Gas field testing unit. The unit will be
calibrated with a gas standard consisting of 48% Methane,
48% Carbon Dioxide, and 2% Oxygen prior to testing. Each
well will receive a discrete "ID" with its information
stored in the Gem 500 unit. Following the test procedure
the wells will be capped until the next test. The wells
will be tested once each week thereafter in the routine test
cycle of the Landfill Gas Monitoring wells at Stoney
Mountain Road Landfill.
4. In addition to the six wells, the Trace residence will
be tested for the presence of Landfill Gas, using the Gem
500 unit. Depending upon the results of all the test data,
a recommendation will be made as to the necessity of
continuing to monitor the Trace residence.
POST OFFICE BOX 1078 • CAMDEN, SOUTH CAROLINA 29020 PHONE/FAX: [phone]

5. Following completion of all field testing, a report will
be drafted summarizing the field work, the data collected,
and the implications of the information, together with
certain conclusions and recommendations for additional
action, if required.
6. Estimated costs for the project will be:
(a) Install and complete 6 Landfill Gas Monitor wells, in
accordance with paragraph 2 above, including
installation and materials, at $195.00 per well,
(b) Initial sampling and testing of wells at $15.00 per
test times 12 tests.
(c) Test Trace residence for evidence of Landfill Gas,
at $80.00 dollars,
(d) Project Report, estimated at $400.00 dollars, and
(e) Incorporating Trace wells in future weekly test cycle,
add $360.00 per month to normal invoice.
Total estimated project cost, $1850.00
An invoice will be included with the normal billing cycle
for each of the following:
(a) Following completion of the well installation,
two week observation period, and testing Trace
residence, and
(b) Following submission of the project report.
Paragraphs 1 through 5 have been incorporated into a letter
to Jim Patterson, as requested, with copy enclosed. If you
have any questions, comments or modifications to this plan,
please advise.
Very trul yours,

c a an
YOUR NUUML PARTNIA
February 16, 1994
Mr. Julian Foscue
State of North Carolina
Department of Environment, Health, and Natural Resources
8025 North Point Blvd., Suite 100
Winston Salem, NC 27106
RE: Stoney Mountain Road Landfill, Henderson County, NC
Landfill Gas Project
Dear Mr. Foscue:
On behalf of Henderson County I would like to set forth our
development plans for the captioned project. Subject to the
availability of a suitable drilling rig, the receipt of the
appropriate State of North Carolina permits, and the weather
related site conditions, our development schedule should
proceed as follows:
1. March 1994.... Produce plans and specifications for
project, submit permits for project approval, and initiate
field work including locating and staking well sites and
manifold routing.
2. April 1994.... Begin site construction, including plant
site work, installation of landfill gas wells gathering
lines and manifolds.
3. May through August 1994.... Complete project construction
and installation of landfill gas production equipment.
4. September 1994.... Plant start-up, systems testing and
evaluation, safety inspection, commence operations.
Should you have and questions or comments we will be pleased
to cooperate.
Very truly yours,
I
Samuel LogazJz�
SL/ldl
cc: Jim Carr, Cargan
Ben Schranze, Cargan
Angela Skerrett, Henderson County
Gary Tweed, Lapsley and Associates
James Patterson, NC DEHNR
rOS r of rtcr: BOX 1078 CAKIULN, SOUI'I1 CAROLINA 29020 . PIIONPFAX: [phone]

State of North Carol' -)a
Department of Env,. ,-)ment,
Health and Natural Resources 4• •
Winston-Salem Regional Office Ai&
James B. Hunt, Jr., Governor
Jonathan B, Howes, Secretary �---� P.A F1
Leesha Fuller, Regional Manager
February 28, 1994
Mr. David Thompson
Henderson County Manager
100 N. King Street
Hendersonville, N.C. 28739
Dear Mr. Thompson:
The schedule submitted by Cargan Resources, Inc. on behalf of
Henderson County is acceptable with the provision that measures be
taken to monitor methane migration at the northern boundary of the
landfill adjacent to property owned by Dr. Trace, and at all
landfill facility structures. Should monitoring results indicate
landfill gas migration exceeding standards in close proximity to
structures on the Trace property, or in landfill structures, the
county must:
1. Immediately take all steps to ensure protection of human
health, notify the Division and affected property
owner(s).
2. Within seven days of detection, place in the operating
record the methane gas levels detected and a description
of steps taken to protect human health.
Should you have questions or desire additional information, please
do not hesitate to call.
Sincebely,
� 1
t
1
�uzlan M. Foscue, III
Western Area Su�grvisor
Solid Waste Section
cc: Samuel Logan, Jr.
/James
Cargan Resources, Inc.
E. Patterson
Central Files
8025 North Point Boulevard, Suite 100, Winston-Salem, North Carolina 27106-3203
Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/ 10% post -consumer paper

02-16-1 P94 03 : 02PM FROM
TO 17042516452 H-01
qWcargo
L NG
YOUR NAnTAL PARTNU
February 16, 1994
P A X T R A N S M
I T T A M
to M a
DEPT.
FAX #: I 25( t 2-
NO. 4F
PAGES
FROM:
�.n
PHONE:C0:
fi2�
FAX N:
Post•It •brand fax transmittal memi, 7671
Mr. Julian Poscue
State of North Carolina
Department of Environment, Health, and Natural Resources
8025 North Point Blvd., Suite 100
Winston Salem, NC 27106
RE: Stoney Mountain Road Landfill, Henderson County, NC
Landfill Gas Project
Dear Mr. Foscue:
On behalf of Henderson County X would like to set forth our
development plans for the captioned project. Subject to the
availability of a suitable drilling rig, the receipt of the
appropriate State of North Carolina permits, and the weather
related site conditions, our development schedule should
proceed as follows:
I. March 1994.... Produce plans and specifications for
project, submit permits for project approval, and initiate
field work including locating and staking well sites and
manifold routing.
2. April 1994.... Begin site construction, including plant
site work, installation of landfill gas wells gathering
lines and manifolds.
3. Hay through August 1994....Complete project construction
and installation of landfill gas production equipment.
4. September 1994.... Plant start-up, systems testing and
evaluation, safety inspection, commence operations.
Should you have and questions or comments we will be pleased
to cooperate.
Very truly yours,
Samuel Lo'a J
SL/lcil
co: Jim Carr, Cargan
Ben Schranze, Cargan
Angela Skerrett, Henderson County
Gary Tweed, Lapsley and Associates
Junes Patterson, NC DEHNR
POST OFFICE BOX 1078 CAMDEN, SOLrI'F1 CAFRQL[NA 20020 1 PHONEIFAX: (803) 432•7501

05-14-1994 02:01PM PPOM
TO 17046375539 P,01
man
� wc
YOUR INATUM P M ER
n P.. i 4, 1. 994
F A �� \ T A A U•_ �tM I T T A L M E M O
TO. �J 1''t�`. f � 'c NO. OF
DEPT. FAX # �i e 9 � PACES
FROM' PHONE:
CO: FAX
Post -it "brand iax ;cansmdt3l memo 7671
.'tr- j i m : a tz!r HOC:
DEHINIR Waste Spei-ialist
59 10;0ndfin plaU,^
- 1
hZ: rac,e rropk—rty Tnve_:t'iF.a won.. SToney tou`n'�?l'n Road
Land"
a nd"i. ll �,-as Rf 1M di a'_ hon r'rn io ct Hen d erSonvi 11e, NC
Pear r{; . 'a.ters or,
We, havee canc.1iSCFd tour .repo-' or ;hr7 p Yo je,t`. o, e v a Iua t tt
.-}{r.eni -, of Landoll Gas -migration Onto 'E CIE Y.7 �.P property, 1t
CS:e n r r t h e r b o u n 6 a r y o F Stoi try 14oui, .a 1n LTIo_.d nd.-_11,
�en d e'x z Ori u ll t y, N C T wv1;_,4 1 _1, er adV'..,e yo;1 C.^..at we
Fours Tto ev; den< oc -m-:? f n'ne.. in. ruz Lt„ i5:':'.o tI.,e Tr6: ;e
residence or buildings or of%e.r irprovir,,ments on -iie
SAS . g .1(a.s .r(nr''e i veil the report L-nd 1 exp ec+
she N_11 p:'nvJ_de yaur' Off Ct W41't^... R c.np7
Wiii; rr:'apr:- _ t0 .^r.: 1•S._'};' _ p,.'O_.:c 1 _,.s. 11_ .s Thr ac!:Ave
Landfill C.a'z 3,L-Tne+ a4--ion/!"tuT.S.Y.-,ten at stoley.
j•i ou:1 _a ln., iie. ex -oecT: yV 'h r41 pi-C,.znd 0r, oL a b 0 u .. u1y
1994 We have near•1y _ -isIi z t.d Co ns_t•_ic"i On p1•,,nc ar. C.
sPec. Fi'c.at onz. sand are ge`.tirg r•on-,,Lruction bid.n, Etna] f-ina.1
prices at phis 1fxt:_. As 1 n'1<-rt.•_oned before we expert tose
omermtiona .r. Se-,,tember o til`w yc;J..r.
As we need to provJdr. our .r_11 i �.g .:o:_zr•c'_ _ wi'ch ev-�d,ert .e.
0L ayri 11J.in6 pe r'7i tti ioi 1. g-..C1: i11 geas Liens, woul(i you
certiz)y, as you C,:_d =4I' titr? in ti-a1 :e5=. w?;I insta'J.,.atic)n,
i.L:at_ t`_ere are r.c Yerrlit: rC �i;, r?(1 'Or cr=?x'1_IS�, _i;;LC=.'___ '" s
Ke1Is _n 9:f1r'a, lh aro11A.-�. :OF7�'V�'_, _F _.-F rr?gl.l_,ai.�con i7e7S
rigea 1',:.e? C: Ifor'wara a _.;spy O-?ie perms -L sp-p 1 &..Cion to
r"t;i.3 1) pC'diit�
Very `TU jY V4olJ'rs,
Santa 1 Lo a`.
Nippy ?jga,, rendersort County
"T OFFICE SOX 1079 CAMDEN, SOUTH CAROLENA 29020 PHONLIFAX: [phone]
TOTAL P.01

a5 14-1994 12:54PM PROM
1
TO 1704697-7533 P. 3-2
c `
; rgRE mt2
YOUR NATUR41 PARTNER
June 10, -1994
Ms. Nippy Page
Henderson County
Solid Waste Planner
802 Stoney Mountain Rd.
Hendersonville, NC 28739
RE Report on --Task Assignlnent to inspect Trace Property,
North boundary adjacent to Stoney ::can a.4 Rd.
Landfill., for evidence of Methane accumulation in
buildings and grounds.
Dear Ms. page:
The captioned Report is submitted together with field
testing data. Please advise upon receipt and review.
Very truly ours,
Samuel Log n, r.
President
enclosure: Sub;ect Report
POST OFFICE BOX 107E CAMDEN, SOUTH CAROLL14A 29020 • PHONE/FAX: [phone]

05-14-1994 12:5.5PM FROM TO 17045975539 P.03
June 10, 19$4
CARGAN RESOURCES, INC•
REPORT ON:
Landfill. Gas Migration and Tis Impact. on Trace Property at
Northern Boundary of Stony Mountain Road Landfill.
<< ABSTRACT >>
Landfill Cas, whIc7h con at tuents are r)rimarily Methane
(generally 56% by voluYrie) �!�nd C—azbon 1i.;(; llde. (generally 45%
by volume) , i.7 kn;-)wn to migrate from i is point of specific
formation within a Landfill impounclme•nt. Subsurface.
movement io opportun_stic:, taking place down+ a concentration
azadient aric' ('nwn a pressure (gradient. Current North
^arolina Solid Waite Regulations pzn,>hibit such uncontrolled
gas movement beyond Landfill property boundaries in
concentrations greater than 5% Methane, Characterized as
100% Lower Explosivc Limit. Physir.a] evidence indicates
J-hat migr.aticon events are ongoing at Stoney Mol) nta`.rl Road
Landfill., Henderson County, NC, along the northern Landfill
boundary, effecting ad--Jacent- r)xopeYi.y owned by the Trace
family. is study was conducted to determine the exter)t. Ar)(I
impact of Trace bu:ldirrgs and grounds.

06 14-1994 12:56PM PRO"I
TO 1'7346975593 p. 04
I. Installation of Landfill Gas Monitor Wells.
on May 2 i, 111994, Lhe Cl,�,y foli1t wiC^ Mr.
Nippy ?are, Henderson �-7;.mty ;olLd s�_ste Pianncr, ..i3'CJdri
Verso?nn3l installed 6 Lmndfi1_ Gcs 7lonitoi we11S on ` roc"
utoperry as indicated on the `rncloSed diagram. V7eI;.
1.denti-Eication and data are as follows:
(a) DOCT 001. y inch well bore, 10 fect.. accp.
U� ?: (: i7 `,,oj j , `�'{ llowe_ :� 4 feev. of
�ar:I cYey .^=aye ttFn 5. feet O_- _oosely
u :z :- �.,. U u l'i. ( y I1 a :' E.` Y i �� i W C i _ o. v i"? LJ 1 C. , lq i t h
1 and 1/2 i no•n fit. YroYatE?' ?VC Casing in bottom 3i:C
reet, wi l) fouz re e t ^% s, i1 id w�,.11 l an 1/c
:nCh iV1 tj,j_i?Head vi s comoleted with
1S i n :il by _ arc 7 _ . ^ i nc•^V._ _ i x.N sir.A
Cavity around .^_'A-FIng wa's f1.1:.N(. With 1/2 ).'.7ch
:Yli;_(e �t.tiinC nl.C! :he
t;n-1 1 bac1Sf_.1:,d w h wc1_ mat,=ia1 %o W_Lilii 1
foci t o1 seal e0 With; -i i .C.C%r1t
ben onite p1t!g
(b) DOCT 002. 4 i�nc'� well. ��a E?, 0 :eEat GePP-
First J ln-c1?ps GL;-or, ol� , U1.to'v,cd by ` Fast c
dark grey clay, i-hen feet o:- loosely
`.
c.a-i�tD1_Catet� san:.',y t��:atr�_';.z'„ Wc:l., r,oaap'.et.cd Wi is
3i.C7 1/2 �;;., L)ti`t'�:i:r�( PVC. C%:si.7q 1n %ottom s,.x
wilt.. t'_r^ :FOv.'_" f�tat CJC :.i11C1 4Jn.�. b ,�7 0 i./!
ncC•c n%IC ca i'i(? The well. i7�?ra(; W,�,t. not ,-lt'7l,_ :E'(_' wi c''h
an 1. 6 i ncC: by I •3_nd / 2 1:"tch 7b`C r _ sev and ca.c ..
CC v it,,,- aro Ll nd, _. s i , tc,, wa3 s f... 11 ed! with 112 inCj1.
": .i ld •'. •'.'i .3 Loi:�. s ( tfzi i�t�Y. !'�;v .. s. �s `t_. Imo:. Q.P
thin back -,`:lied wild`! well 7-nat'3Yial to wit-h-ln 1.
frnz: of su.rf nce, t_;en with a 1. foa
(c) DOCT 003. 4Inc- well bore, .i, .f.Ne� C_-e,;.
FI-.:t d .i?i°..hle5 of .op so-;!., followed by 3 r:eet of
ii.yh`er grey ciao', then K.S feet cf loosely
1:C}i.•soltldatted aAne.y :!liil_f'�.,8.. Well- cJr ple-.+F''i wi t'ri
and ll2 _nr_,t E)erfo.xatarl PVC casing 1Y: `)ctftom. ,six
cF.?e,t, vJitfi op tour. iC.cL o[ sCt'_ d W a 1 1. anf 1/2
.ncIn !':'C C:iiiSe WC_._ I-, adl W:iti=oI^p1a i_Pd w1.th
_ c Inch by 7 and . / .>_ Inch PVC riser and C'Ap .
CaV;. E.y a r o u n d cas I fly Wa,-: f i i I--_6: wi th 1 /2 J Y1C::i
i::ru5ii stone .sUrroi:I;1,:jIng I:ho pe.t4-oratp—:r. $kc',,_U_'',
i•_h ha(.7Kilil�st With We.1 rvEi t:_!Z: =1. `'v w .._:V. f! 1
rrc:;C't: o r s utr =_a,:. e, t,hen GcaIed w o
bentonite pl,uc

05-14-1994 12.57PM FRO;I TO 1774SD755'S9 a.05
(d) DOCT 004. 4 1 o u:'; ?vc1=. more, 10 `ett dP—.ep.
r ? rsr' 10 ,+rtr.,.e; c,z ,:u�-) z�c _' , followed by 9. _. , e e t
c.>f 1.0o ely c-:u I"t5 otc:d ? :dy r.),ate~1aI We.1
i::CJnipIi t c d With i. <anc J(>zr.')r"..i Y)Vc
ca
a_1'?<� in )ottom Ix F(�et, with top four xeet of
1d c-r;;);' 1 and 1/2 _nch PVC t_as ng The we;-1
h tC< Wc! C:ctn}p 1 t_ tt;2ci w 1. a, i. F> 1 nC:t't by i a n (71 1/2
I. nCIn. PVC riser and carp. Cavity around ca. ,s i S1cy was
' : led with % 2 inc', C.'rUSi! 51:)."1F' :;:tY't Clt .Cit lno the
plcrEorate(I 3uc:tcc)`? t-jiien :')t1ckEi led with wpl
mRterial to withi..n 1 foot cf zi,lrface, then seaIed
4J1tI1 i foo-- ben'L.oni1e i.'•AI(-.
(e) DOCT 005. 4 inch well froze, 10 feet deep.
:'.'Lz:st: ' 0 in;.lt of top so_l, ::c)l lawed b 9.2 feet
�:# oosely consolidated .;Lindy mat�riai. We_1
c..-o:-upieterl wi kl.h 1 and i/2 iric;h perforated PV(;
Casirig _n bottom. si eet, vT..':_ ti;p r-r.;Vr ft!c•t Or
:ioi.:d wall ._ and %1 ,..](.:el PG)C CdS:_?1:j The WE? i1
?-read w?:; c:orr,�.il eted with an 18 inc?'_ by I. a.,;ci 1/2
inch C JC riser RTiCi :a: % "Ji.'::� 'ir0l.-md C%ts ng wau
ed-wi Ch 7/2 inch crush sisont'. i.hc'
porforate'�F?f`.'C:`t;tt;, �,t. tle�.�':1.`i.'_ �.,0 Sv1 t h wei1
to wi ti1.... .i_ 1:c t .7.`.
with a 1 -nod.. h! , ;:t)r;, tc pl.uc,
( f ) DOCT 006. _i w,-_i )Duro, .I... fePt deep.
F:._5t: S ]l n c " I t� -s i)2 !'.c)1) z,cuil, followed by 9.4 feet
of lowicly ccln3olidRted sandy mateziai. We11
CJil a e4— 2d with and• T 2 i.T:C'.� %��t(':-'LC1"•�tC'd 'L 7VC
casing 1n boLt:UCC1 :i_X rcct, w.it', vp ::QUA 1. e. e+t o-f
::-.+')I_ci wail .1 and 1./2 irir;, ;=PVC c'o.a 3 7- e well
head d W.:a :i completed with an 1-8 inch b11 11. and 1/2
.L ,i-- i PVC, rise'. alit; cap. Cavity a-ro rd casing wa.5
ille_2 With 1/2 inch cru-Sh stJn E. si,ti�roui2dinc� the
y>:.`rror•3iadl SE''.C{'tori, t:f1E'i', 73C.Kfi _.._ ;=, w-..h well
1`;ta%e-i' l to :wltitin I rout
with a I -Foot bt+.iii-onl i--c

06-14-1994 12:59PM FROM
TO 17746375533 P.06
2. Testing and Analysis
Ater a!low inq the te;,i: k4c.1. _,_ F o .!A si)1 prat£ for 24 no:.1Y. s, , the.
n n r - -a '�' (' +-
'rJc�J• r8 S3:TtL�.�t G't c3 1.7ti Q }10!:Y3 G(? h'!di ;[.��, a3,j�i W�. 411 t.rl<r'
,clii(:1l,eC:1'1 :"•ieit 500 i,a:ICiii11 Gas TE'`_�C Unit. The tC.:it it1"ti+., Wcl::a
cal. i'r_+rated zi. ga. :�ta:idard of 4S <, methane, 483 ., Ca-r-bon
dioxido, n('_ 2% ea unit Was a1'7Wt(.1 tf) draw
fYC)?'it Z ).,C1: 24 i7'l:'':'7 '_-elc 1nle Well Head with the
1lowl ng results for each we"!
5/7.7/54 :",FT11ANHE CA:RSON DIOUDE PXY Eti
-)OCT0001 : 4 . 9% 4 . 1 % 7 , 01*
JO:".^0002. G J 7. 33�
DCQT0004: 22.1% 24.7%
DOCT0005: 0.?", 2. ado 17.
`)C'CTO006 : 0 . a% () , 5 , 7.8 . P,
P I e a s e :LeZ'e,-c ;ci the, !`.rC'd 'w 11 s L L e ?ia;rarf1 rUr WPIJ. TD
1 ncai I (-n,S .
naIysis of the ejata inc'L.:c.iiIt- f'.:, :sat (.;,n v,xiy 2/, 1394 _'-)0CT0003
end D0CT0004 tc-51kc(f. si'1nifiCant=y above .100 Is L FLE , 5%
tJ UJ .±,tom d.?td. .a. 1,. o, CJrill i­i?;3 i_''i a { c 1<j tt:I ll; t"i `.. Udndf il.l :�a
`.t1J iI2lti�(�i? _)rt'8-: u; r gnY Wiei:T, he,.,.i ext-ene'e-6 Some 1:10 feet Lnto
the Tr_._c property front t'tiort:lern _andf-.1.1 pe. ini( t er.
The loss of bbor der trees and (E'ep ro<Jd cnzi ol1 zge op posill e
DO, T`00 3.-VC^4 W():.iid indic e ,an e"f,�Ctive gra('ient: w,'dth o
�t?tr:r 400 ¢^et tit th s 1.ocat J
4

DS-14-1994 12:53Pf9 =RO:`1 T3 1704�.9755?9 P. 07
At: tine Conclusion of t-{tc. May 27, 1594 toot, all W011.z; were
capped in prepara*...on roc t':ie next test. nq wbic:(
took place on Jurie 3, ano again :):i June
Prior to sample testing, the Cerra 09, Landfill GAS iJlni,t was
c-alibrated as discus5;etl Above.
Tpst: result from these two datez a:cn as fol lows:
METHANE
CARBON rJ.IOX T.DE
0xYGFINI
�5 . %
6/9/94
2:: - 5 b
?1 . 8 n
5/`3/94
4.4.3%
54.6%
6/9/94
48 . F%
49. i
0.0%
D MCT0003
6/3/94
45.2%
51.9%
2.3%
6/9/94
45.6%
44.3%s
3.0%
COCT0004 :
6/3/94
33.6%
44.1%
5.2%
6/5/94
37.Ig6
41.5%
3.9°s
6/-D/94
10.5%
27%b
5i.ini'c.
6 /9/9 4
12. 1%
28.:�
DOCT0006:
6/:3/94
C . 100
2 . 2%
6 /9 / 94
01 00>
0 . 0
i°3 . 3%t,
`:hP eond.itione; of these. t-e s tc clJ. 4Lert.td frorn t Y i e May 27, 1994
testing because the wells r. e:ra i ned clapped during ti.e one
week I r1::P.Yvi1.'tS i-(' WEt?tt �, C , '-ez:"iTI(3 eveni , '7-his was done to
allow methane to accumulate within tl'e well ber.. A t the
`'.me of test irig , the c ip of sac`i well was removed and t_;ie
test sample was withdrawn. frum, a point; 24 inches below the
we! ;, 1-1eaTri all we.115 exce A DOC.T 1 06, the tests .reveal mac:
that the in+teriz�;ity of the LFOY pressure gradient is
t;G support ilia% methane Concenzrations, in
czoit f rood 5pacez , at distance's o- up i.o 1001 feet from the
Iar:dfiII boundary, within the ,�radlentisei2-
dlagr.am; . Note t;!'oa !'.lie western most boundary of the
gra(l.I. -ni: exi:C',i dn' north from the site (if ,;-inCj ' i 1 .i. Monitor
Well MP5. This well has br-en ,.rode, observat.ior, since July
Of 1993, with mFtharie conCt'nt,, .bons coot :r-xR11y In
c).- 55%. ?he ftac tern rito.,t:t bo%.tndary of the grad .ezlt ruri;=
on,�rth from the larufi ill perirae,.ter pa si.nq just to the left
c>f DOCT0005 , and runniticj midway between +-Ine round paddock
and t11he barn.. With only, one except-ic.)n, ine .han.e
5
TOTRL P. ©7

aS-14-1994 71- 05Pm FPDil TO 172146D75593 P. 72
c nrtr•.enl-r.ations wit:hln the gradient have tested at 33% or
greater, with the hight;sL zeachir:c; 1.8.6a. MetIiane
c--cncentrat 1.,ons appear.1nq 1n OGCTO00i+ are sigr!iflcant_y IOWt=r
t.I1clI! YLctUlt;!iIL Wt:'_J. L:U!iC:Qt!Lia6LlUS!;_ .:�IIU cit. UUk_:UVtJh LiICLt' IL
o no ,v1c'cz�c �r,c t}aan ot. �;l..i .
On June 9, 191-":4 the. bt.I) Inings anc! otinpr improvements on the
Vrac e property were %ilso tested for evidle-zice, of mt thalle
acr.urrlulati.on. Again the Gem 500 Landfill Gas 'test unit was
vm,pl.o;yec; for th'ase tests. F'Jf•:ry huildi.ng and enclosed
structure, including tht Trace ze6id nCti:, pt o'l
dcai,tage culverts, small barn, Large barn, small cottage
adjacent to iarrje bard, and s'na11 equipment Shed noxt t0
trlund paddock were closely tested fDr evidence of mpt hIRnE'.
The sampl i ncg was ney.-ormed In all enclosed or confined
,r es W t" , i it t?]C:.CiP. 5 t`.ru —t_ ires, Ei ther in direct CQntc?Ct
with the ground or .in contact through flror d.rai.r.s, duct
wcr k az other likely channels. methane was discoverer:
at any of the 5alnpl,:

i71S-14-1334 U1 • @3PM PD`' T'.1 170463 7 559'3 P. 3
3. Conclusions and Recommendation, .
�.) -The loss o"C lb rilpr trei' s ;..ind de(' i5 rooted LO iage along
a Sect i or :)f Y r f:� %i.ot F'r 1 at t[7@ 'ii(: �;i)U. U.iii C)i
ytoricy i ounta.n RoC ,,d iilCl; i,L._ S v.-.1_ira'_ evidence O` offsite
�i:Cl: i 11 � d.� IillfyX'ri'4Sf)C i itj that property-.
t Z) Data from this test has determineC' }; t' f_f art
1 nt:ru,s_ve :1�PiQ_1_'_ as gradient,
uilnich has bQcn roQ=..:UYar_' char;­nceD or !Oo iocL rrorn -hhc,
1andf.11 3Jcun,f!ct`;y. `�ije i'v.)fr.:.._ rigradient inovement As
- ,1
llndcrlyil'?q i,zope-rty ded3c.atad to grazinj pant -ores and '(i0?';_Se
paddocl: S ,
3) Methane? t-'')?1C"FI"t i-Yai t: l t)ii:i a.; h fill 48 , 61i C; r g 2; 1,C%w^I ,
C.x(..p.5..VC' L,IMIt haV_ 'Dl- _?'I eiiC-0Uf,1-,eic.-d duri?ly iLstiinrj W1.I;i..n
t.!e grrdlerl�.
� 4) All buildings 2T1., i,i'i +:i^,f_ `j'raCE property
have bee;i t stem] and _ rc `ree and clear o t*' ;ne,lane .
;ntrl�>;it�rt. --
Jj Wt_lis oo, i.ie Tra(:.. ")rapo.2ty sizoll'_.., 'ne izn t'!i?
w�c;<._y ll'.U[,...lUt E)LUty_..•1i., � -% ::' n _'" ..,..'.? ,-..._1 ..f.
?C✓, C-i1C'. Iit)'J 21C1:t C1i is !E' "<<.i:ETY :. r�;N ..%.I1_';. l i can'
; mpro'vl?:t en' -_ or, the Tra(:E- t);'operry 5Roul, be check.:-
Cjl:l;?:CCX ther;_ i:= a s1C.n. ZicC.n+: C 11,�rifyr, .i1'I hP
ter The data (jia .herE-d Ei:o!n t-his proje,-:t W:, .f ',^.:., ut-'ed in
rt ng the fin.31 dec,icin n- he L,.; ri,lf,i1^1 Ga:5 Rencdi�`ian
ay5terp.. t:0 e11):•.inate ntet}":cirtt? �'•:t..tl:; 2ot1 into •`,he Trace
property. 0Xlt;e a v"`-UJit1 Barr r has 1`I111in t e d qaS
QT.at..l.0 11t.C, '.`'1C ~'3:a7 0[irt.i i:y, i t'i if,o: 'll r We110 flay be
removed.
'? Co-inty Should c.).ea"lY t: ic—. f;:t-a(I% 11 at te1E' n0;:ti12r1-1
boundary Trom the pYt")pe i.y fence and rE'%.:)c`air i_rlr..it; 'icctlon c
the fencp.. NIf'W bULde_ trecp5 Ohl o,, Id `",w-,rtt.y t�
r +;)Li_ "ra..1:'F_ riva(:y r)riC;e ?:ictiv= itilg atinn, 1_ i"
7
TOTAL P.0:3

06-14-1 ?94 31 : 05PM FRIDN
TO
17046375599 P. as
i
1
y
e
I
o
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IQ
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r
v
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a
s
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O6-•14-1994 01: 3SPM =?; M
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17046975599 P. J4
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Pr��4�ur xF
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4i 1NTi1
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st4
17:34 OS./27794 DOCTMe1
64.7
04.1
17.8
--ff7,.6 +7.76,
>>>
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> :
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Technal api es
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N- &sr.++p-s� OL tj i�L7
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»?-------
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17:42 65f27/ 4 DOCTOMM 22.1 24.7 W.0 44.4
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l 1C-Yc.'r�
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06-14-1994 :31::77PM FROM
.,UN-12--9( SUN 27:11
TO 1704GD75599 P.OF.
P. 03
Pr om5ur•les
O-D
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u8TFD
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13: 49 061WIV4 DUCTBB01
23.5
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44.6
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+1.96
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15:49 86r=174 DOCT002
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+>.)o),
>>>
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46.6
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--08.3
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45.8 51.4 SZ.3 W.6
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1' GlL3 06/ 9,/94 i7UCTOWn
4L5.6 44.3 W.8 417.1
--�W.6 r1.20
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D}�---.•--. - -

a
MEMO
TO: I t 1 fi �"O S C,up'
DATE: I u 12 4' I C ``
14 C Im&k",n b- V Yi 1J Yt, c.+k, , e-
SUBJECT:
10 1 ierj o—..v Co • z rci �t I 1
5+rr�u,:' 4 4e me�j,Z.Iri�c�raiic� C.on4-o1
�resznl' ,� khG y�L�t;ns U)zLL' 'mysc)�,
kCAI SKpc✓visc;-,, hi,J 6kiTj
T�t'ee - hzp5lc�-SSo�lz�e� C�R��eason Coy Cvnsr,�>
T ta: t n v y, fic- � l.'�, 3 Jn n i'n„. Ca�tt10 ino D �/�➢n 'LIIrrYf tnZ
s
C� U ��,�1 h� ir✓-cs��or�: rhi1� EnslFunr
wi0U-)G� ``� - tom C�VL.j , &
F_
�b'y! CCU �. t�. x y 4 �,-r.�• 1�;�.>J zi 3 � ='.
� 'rfict.�-��-a• �I�/� c,r:.�.•, �.vc:r't; fr'�`c� � r�i�� S� 5 �'�n lJ✓vc�%Gr �1733/� �U � :�
u 0 e. 'ice e _ ia, .1N.
CL� CL �l ° +) i �✓ (�Jir i j '9.1'iGi =(/Ir, Pfr� 2 �� �%� %��%X %.rt t
,� 1
I K it r^21, r•-.r 4 5 c. LId" Vied
,rr 6�So ` 1� -Y),� COUin � r'S � ` �lNsc�t Sf h�2J fiYG
k, e- f ecPi � � f �� / ! 1��G�m� r1n 56 `j of /5 ' 0 2h
,rzr�-t''�;.?c,� lore Pc+.ia� e�' i-►ir� •b �L>5 ��r ���1� d, 5���,^v Pi�bl'�rr• _
From: �a t�� TA ff a, v"'
North Carolina Department of Environment,
Health, and Natural Resources 1�3 Printed on Recycled Paper

ELDON OWEN -
SOLID WASTE DIRECTOR
697-4-16
Sept. 19, 1994
Mr. Samuel Logan,
Cargan Resources
PO Box 1078
Camden, SC,. 29020
Dear Skip,
HENDERSOi\' COUNTY
SOLID WASTE bIANAGEMENT
802 Stoner tiIountain Road
Heiidersonrille, NC 28739
Jr., President
Inc.
NIPPY PAGE
INTEGRATED
SOLID WASTE PLANNER
697-48 7 7
As you are aware, Henderson County has been operating the
Stoney Mountain Road Landfill under a notice of violation from the
North Carolina Department of Health, Environment and Natural
Resources (NCDEHNR) for methane gas migration. It was for this
reason, that Henderson County proposed to enter into a contract for
methane eras remediation with Cargan Energy Associates, a Georgia
Partnership. A schedule for the remediation project was submitted
by you for this project. The remediation project is grossly behind
schedule. Site construction was to begin in April with start-up of
operations in September. The County has been placed in a situation
because of delays in the start-up of the project which could result
in further notices of violation from NCDEHNR.
It is my understanding from my conversations with you that the
reason for the delays has been your inability to obtain financing
for the remediation project. As it is now September, 1994, the
contracts were sent to you for execution on February 4, 1994, the
contracts have never been executed by Cargan Energy Associates, and
as of today's date you have still not secured financing for the
project, Henderson County can draw only one conclusion: that
Cargan Energy Associates is unable to perform the terms '.of the
contract.
Henderson County must proceed with this project immediately.
We can sustain no further delays. Therefore, please consider this
letter your notice that we consider our contracts with you to be
null and void. Henderson County must proceed with the project
through alternative methods.
We appreciate your efforts on our behalf, but we must move
ahead. Thank you for working with the County.
Sincere) --
Nigov P ge o _
Solid Waste Planner
CC: David Thompson, County Manager

SCHRAINZE & ASSOCIATES
A Professional Company
9 September 1994
WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
P.O. Box 546
Hendersonville, NC 28793..
Attention: Mr. Gary T. Tweed, P.E.
PROPOSAL: Engineering Services for the Design And Implementation of
A Landfill Gas Remediation System
For the Stoney Mountain Landfill, Henderson County, NC;
Proposal. No. P9422
Dear Mr. Tweed:
Chemical Engineering
Environmental Consulting
SCHRANZE & ASSOCIATES is pleased to submit this proposal to provide
engineering services for the implementation of a gas extraction and control
system for HENDERSON COUNTY's Stoney Mountain Landfill.
At your request, this proposal includes the requisite engineering work
which will be required to implement the gas remediation system in as
efficient and economic manner as possible. Such services will include:
1) Engineering and design of the system, resulting in detail drawings
and construction specifications;
2) Filing for the required state permits;
3) Assistance to WILLIAM G. LAPSLEY & ASSOCIATES (LAPSLEY) in preparing
construction bid specifications and in helping to evaluate and qualify
bid responses;
4) Providing construction management support to LAPSLEY by performing
work inspection and start-up services; and
5) Providing operations and maintenance training.
This proposal is valid for a period of up to thirty-five (35) days from
this date.
We thank you for your consideration of this proposed work and we look
forward to initiating this program and completing it as soon as possible.
Sincerely yours,
SCHRANZE & ASSOCIATES
enjamin v . Schranze E.
Encl. P 422-01
P.O. BOX 445, WYNNEWOOD, PENNSYLVANIA 19096 [phone]

State of North Carolina
Department of Environment,
Health and Natural Resources
Asheville Regional Office
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
July i 2, 1994
Mr. Samuel Logan, Jr.
Cargan icesources, 'Inc.
P. 0. Box 107 8
C amden, K 29020
Dear Nfir. Logan:
In response to your letter dated July 7, 11994, Permitting of landfill gas extraction wells
is not necessary.
Please let isle know if you have iuither questions.
Sincerely,
;James B. Patterson
Waste Management Specialist
cc: Julian roscue
fall MCriargue
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50%recycled/ 100k post -consumer paper

Car 'an
�RESOLRCB
INC
Your NATuxAL PARTNER
July 7, 1994
Mr. Jim Patterson
DEHNR Waste Specialist
59 Woodf in Place
Asheville, NC 28801
Re: June 14, 1994, Cargan Resources, Samuel Logan, Jr.
Dear Mr. Patterson,
This is to keep you advised that the Trace property
inspections, captioned above, have continued on a weekly
basis. We have not observed any methane intrusion into
buildings or enclosed spaces on the property, though methane
continues to register above LEL in the monitor wells in open
areas.
We have commenced Landfill Gas project mobilization at
Stoney Mountain Road Landfill, and we again request
clarification on DEHNR regulations concerning the
installation of Landfill Gas wells. Prior to the
installation of test wells in May of 1993, we were informed
by your office that the State did not require a permit for
such well installation. Please reconfirm, or provide
guidance if there are new LFG well permit requirements with
the State of North Carolina.
Many thanks, and
Very truly ours,
e
Samuel Loga r
cc: Ms. Nippy Page, Henderson County
POST OFFICE BOX 1078 CAMDEN, SOUTH CAROLINA 29020 PHONE/FAX: [phone]

Cam' ��11
CYRESOURCES
Nc
YouR NATURAL PARTNER
POST OFFICE BOX 1078 CAMDEN, SOUTH CAROLINA 29020 PHONE/FAX: [phone]

October 31, 1994
DAVID F. THOMPSON
HENDERSON COUNTY MANAGER
100 NORTH KING STREET
HENDERSONVILLE, NORTH CAROLINA 28792-5097
PHONE: [phone]
FAX: [phone]
Mr. James E. Patterson, Waste Management Specialist
N. C. Department of Environment, Health and Natural Resources
59 Woodfin Place
Asheville, NC 28801
Dear Mr. Patterson:
I would like to bring you up to date on the Henderson County landfill gas
remediation project and inform you why this project has been delayed. Our last
correspondence to you by Mr. Samual Logan of Cargan Resources, Inc. dated June 14
was requesting a certification from you that no permit was required for landfill gas wells.
At that time we were planning to begin construction of wells in July. This schedule was
contingent upon Cargan Resources obtaining financing. After construction of the
preliminary wells on site, Cargan lost a business partner and design engineer causing his
company to become financially insecure and finances were not obtained. Mr. Logan
sought alternate financing and was denied for several reasons: his company is located
in South Carolina; banks would not finance a project located in North Carolina; and the
bank wanted Mr. Logan to tie up all his assets in other projects which he could not do.
Mr. Logan continued to negotiate with lending institutes unsuccessfully. The County
notified him in November that we had to consider his contract with the County null and
void and had to consider alternative methods. William G. Lapsley & Associates was hired
to oversee the project and our Board approved and set aside $259,000 to finance the
perimeter wells, animal shelter and Trace property on a weekly basis and operate the flare
station.
Subject to the receipt of the appropriate North Carolina permits and weather
related site conditions, the schedule should proceed as follows:
1. November 1994 - Schranze & Associates to finalize design,
produce plan and specifications, submit permits
for approval.
2. December 1994 - Award bid and install gas wells.
3. February 1995 - Complete foundation for flare station
4. March 1995 - Flare station completed.

James E. Patterson
October 31, 1994
Page 2
5. April 1995 - Start up operation, train landfill staff.
6. May 1995 - Commence operation
Should you have any questions or comments, please contact me.
Sincerely,
David F. Thompson
County Manager
DFT/abm
enclosures: Preliminary Design
Letters to Cargan & Associates
cc: Board of Commissioners
Gary Tweed
Don Elkins
Eldon Owen
Nippy Page
Angela Skerrett

State of North Carolina
Department of Environment,
Health and Natural Resources
Asheville Regional Office
James B, Hunt, Jr., Governor
Jonathan B, Howes, Secretary
Nann B. Guthrie, Regional Manager
�EHNF�
DIVISION OF ,SOLID WASTE MANAGEMENT
SOLID WASTE SECTION 567 8 e toy'
December 6, 1994
Mr. David Thompson
Henderson County Manager
100 North King Street
Hendersonville, NC 28739
Dear Mr. Thompson:
In response to your October 31, 1994, letter outlining a schedule for implementing a methane gas
migration control system at the Henderson County Landfill (Permit No. 45-01), I have discussed this
schedule with Phil Prete, Solid Waste Section Field Operations Head. Based on circumstances
outlined in your correspondence, the dates specified are agreed to.
Please keep in mind that directives outlined in 15A North Carolina Administrative Code 13B
.1626(c)(i) concerning taking all steps necessary to ensure protection of public health and the
environment are always applicable.
Also, Henderson County will be required to continue monitoring and record keeping for methane
gas levels on the Trace property and inside the Trace residence.
Since the methane gas migration has been an ongoing problem for over two years, the Solid
Waste Section is accepting the schedule submitted as a "firm schedule" and no further extensions will.
be granted. A new compliance date of May 1, 1995 is therefore established for installation and
operation of the methane gas migration control system.
Please let me know if you have questions.
incerely,
�w Z/,,�c%
James F. Patterson
JFP:sb Waste Management Specialist
cc: Julian Foscue
Phil Prete - Henderson County: Facility
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50%recycled/ 10% post -consumer paper

�11411"11big0 ,
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
LAND QUALITY SECTION: Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801(704) 251-6208
County ! n n Project: n Case #
Project Location fC = �� Li I _-
Person(s) Financially Responsible /4 A , �If. i. - C ✓. (; -1 t✓ ��' f c tl ' c
Address S' < Lt: 41 r.. 1 ch 11A /,'. .Y e iL 'Ll
1. Pictures: Yes ❑ No❑-- Number Prints ❑ Slides ❑ Video ❑
2. Weather & soil conditions L I j« /. 1 ti z t; n '-) t .-
3. Is site currently under Notice of Violation ? Yes ❑ No�
4. Is the site in compliance with the S.P.C.A. and Rules ? Yes[] NoQ"' If no check violations below.
5. Violations:
❑ a. No approved plan, G. S. 113A-57 (4) and 15A N.C.A.C. 413.0007(c) �. Failure to take all reasonable measures, 15A N.C.A.C.413.0005
❑ b. Failure to follow approved plan, G.S. 113A-61.1
❑ c. Failure to submit revised plan, G.S. 113A-54.1(b) and
15A N.C.A.C. 4B.0018(a)
Er'd. Failure to provide adequate groundcover, G.S. I I3A-57(3) and
�15A N.C.A.C. 4B.0007 (b) or 15A N.C.A.C. 4B.0024 (e)
42"'e. Insufficient measures to retain sediment on site, G.S. 113A-57(3)
❑ g. Inadequate buffer zone, G.S. 113A-57(1)
❑ h. Graded slopes and fills too steep, G.S. 113A-57(2) or 15A
N.C.A.C. 413.0024 (d)
Unprotected exposed slopes, G.S. 113A-57(2)
[3-0ailure to maintain erosion control measures,
15A N.C.A.C.413.0013
❑ k.Other (describe)
6. Has off -site sedimentation occurred since last inspection ? Yes ❑/ No ❑ Remarks
Degree: Slight ❑ Moderate ©-- Severe ❑ Remarks
7. Contact made with (Name) '- I /,..} 6'.—le q Title (Name)
Inspection Report given to: hr, . 0 � - _
8. Copy of inspection report to be sent to person(s) responsible:
Other (Name) 3-u 1 - Date Sent
9. Corrective actions needed: S
C
1, 4 Jr
6 Ih.. i 1✓,c ;h -le, ll J'IJ6�-.tiy�
10. Comments: Te_le
A
Report by: P c J,✓ e A a Others present
J
Date of inspection Time arriving on site Time leaving site

NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Solid waste Management
Solid waste Section
SOLID WASTE MANAGE ENT FACILITY EVALUATION REPORT
Type of Facility M5V/ ( (� Permit * 14 5 .. 01 County ! 1 `�. /� ER e�_A A /
Name of Facility. HINDERs061 COME( F-MJX:Dkl_ Location R 1758 1 P6Pje.rs0Ny1 O
Date of Last Evaluation 7 " 1 4
I. Permit Conditions Followed Yes No N/A
A. Specific Condition(s) Violated
II. Operational Requireomts Followed � Yes No
!
15A N.C. Actin. Code 13B Section o { 6 a, 4-'
�9�
A. Specific Violation(s) by nuober and letter.
Dnk ( �Md�hlrr \a'. 1 i� S�a�elwlr✓tn�"c�SSrr lhr. �" z�' ��c, b a.Iy1j
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,PLF-�1
III. Other Violation of Rule or Law
)AS in 1-c611 %-
IV. Evaluators Comments
V. Continuation Page Required? Yes No Receiving Signature
Evaluation Date Solid waste Section
DEHNR 3793 (Part I White: Facility Part II Canary: Cent.aT office Part III Pink: Regional Office)
Solid Waste S�tion (Review 7/94)

yLCILITY EVALUATIO" REPORT
LCoff INUATIO�NPAGE
1. Permit CwWition(s) Violated:
A. Specific condition(s) Vit
II. operational. Requirements Followed
A. Specific Violations) by nuTber and Letter.
4r
Permit #_
Evaluation Date
- -- ---------------------
j C_
44 -
Ov,
Ill. other Violations of Rules or
Law
IV. Evaluator's Comm
o
DENO 3793 (Part I White: Facility Part 11 Canary: Central Office Part Ill pink: Regional office)
solid Waste Section (ReviLW 7/94)

FACILITY EVALUATIOi. REPORT
CONTINUATION PAGE
Perini t #
Evaluation Date
I. Permit Condition(s) Violated:
A. Specific Condition(s)
II. Operational Requirements Followed
A. Specific Violations) by rrirber and letter.
is��
III. Other Violations of Rules or Law
IV. Evaluator's Comments
DERNR 3793 (Part I White: Facility Part II Canary: Central Office Part III Pink: Regional Office)
Solid Waste Section (Review 7/94)

NC DEPARTMENT ENVIRONMENT, HEALTH AND 14,aTURAL RESOURCES
Division of Solid Waste Management
Solid Waste Section
SOLID WASTE MANAGEMENT FACILITY EVALUATION REPORT
Type of Facility M� i,'� w ; Permi t # r`^ County. �r-Al t'20. 5 Q Al y
Name of Faci I i ty 1" � F V 17 cgs 0 ►�� Lu iJ�,j1! f '�'' � hi" ���"� l l r` � Location �`) � � 7 � I) ► e rju Ny i % 1 r ,
Date of Last Evaluation l�) / 1 J / I q
I. Permit Conditions Followed Yes No N/A
A_ Specific Condition(s) Violated
II. Operational Requirements Followed Yes --4_No
s (f
15A N.C_ Acirain_ Code 138 Section (`
� t? �� �� � "-
A_ Specific Violation(s) by number and letter.
III. other Violations of Rule or
IV_ Evaluator's Comments
V. Continuation Page Required? Yes 1� No Receiving Signature f
Evaluation Date 7 Solid Waste Section
DEHNR 3793 (Part I White: Facility Part II Canary: Central office Part III Pink: Regional office)
Solid Waste Section (Review 7/94)

NC DEPARTMENT ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Solid Waste Management
Solid Waste section
SOLID WASTE MANAGEMENT FACILITY EVALUATION REPORT
Type of Faci l ii ty� - ■ `L (' / Pemi t * J =% County.
Name of Foci Location S kC
Date of Last Evaluation'"
I. Permit Conditions Followed Yes No N/A
A. Specific Condition(s) Violated
s
II. Operational Requirements Followed i tt —Yes r _ No
15A N.C_ A3! uin. Code 13B Section , 1I7;e lP
A. Specific Violations) by rummer and letter.
III_ Other Violations of Rule or Law
IV. Evaluator's Comoents Vjf)L..,QrjQ S �7n :
1 / e
V. Continuation Page Required? Yes _ No Receiving Signature {`
Evaluation Date Solid Waste Section !'F?^ °J� �'"✓f5r;�f_!�';�F{.a
DEHNR 3793 (Part I White: Facility Part II Canary: Central Office Part III Pink: Regional Office)
Solid Waste Section (Review 7/94)

NC DEPARTMENT 01, ENVIRONMENT, HEALTH AND NA-LORAL RESOURCES
Division of Solid Waste Management
Solid Waste Section
SOLID WASTE MANAGEMENT FACILITY EVALUATION REPORT
Type of Facility Permit 'NA, County
HName of FaciLity_ Location
Date of Last Evaluation td
I. Permit Conditions Followed Yes No N/A
A. specific Condition(s) Vi
II. Operational Requirements Followed Yes No
15A N.C- Admin. Code 13B Section I i 6 e;, 6
A. specific Viotation(s) by number and Letter.
Mc- *i- tz 'e-ye L' e d e d? 4X- bu, rii '4 cs/bOnAe-s /4 Z& Re,
W,
k )LE)- cif V
III. other Violations of Rule or
A IV. Evaluator's Comments kffilffl �2 6W44'
ja,nW" lh�'e ( in dI.j1r &
c,on,ed
V. Continuation Page Required? Yes No Receiving Signature
EvaluationDate Solid Waste Section
DEHNR 3793 (Part I White: Facility Part 11 Canary: Central Office Part III Pink: Regional office)
Solid Waste Section (Review 7/94)

State 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
&4 110 76,A
DEHNR
Asheville Regional Office WATER QUALITY SECTION
March 18, 1994
Mr. David Thompson, County Manager
Henderson County
100 North King Street
Hendersonville, North Carolina 28792
Subject: NOTICE OF
Henderson
Henderson
Dear Mr. Thompson:
VIOLATION
County Landfill
County
A recent investigation into the turbid condition of upper Mill Pond
Creek led to the collection of turbidity samples on February 25, 1994, at
the east sedimentation dam and just prior to the confluence of this
stream with another stream between the landfill and Stoney Mountain Road
(SR 1383). The results indicate an increase in turbidity from 80 NTU at
the dam overflow to 450 NTU just prior to the confluence of the next
stream.
This represents a violation of the turbidity standard which states
that ". . the turbidity of the receiving water will not exceed 50
Nephelometric Turbidity Units (NTU) in streams not designated as trout
waters; . . . if turbidity exceeds these levels due to natural background
conditions, the existing turbidity level cannot be increased." This is
referenced from Administrative Code Section T15A: 02B .0211 (b)(3)(K).
This standard further states that compliance can be met when land
management activities are in full compliance with all specifications
governing the installation, operation, and maintenance of Best Management
Practices. An inspection report on March 9, 1994, by the Land Quality
Section of the NC Department of Environment Health, and Natural Resources
indicated several violations of Sedimentation Pollution Control Act
rules.
On February 23, 1994, following a period of rain, the stream near
the school bus garage, the east sedimentation basin discharge, and the
stream draining the area east of the landfill were all turbid in
appearance. Metals samples were taken at this time. The east
sedimentation basin was found to be overflowing the dam, resulting in a
washout on the back side of the dam. Mr. Eldon Owen later stated that a
stump had plugged the overflow standpipe on the sedimentation basin.
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

David Thompson
March 18, 1994
Page Two
On the 25th, the streams had cleared up with the exception of the
east sedimentation basin discharge. As the sample results indicate, the
dam overflow was 80 NTU and a short distance downstream, the turbidity
had increased to 450 NTU. This was attributed to sediment previously
deposited in the stream being re -suspended. Additional metals samples
were taken on February 28, 1994. Results of these samples will be
forwarded when available.
The Asheville Regional Office of the Division of Environmental
Management is considering a recommendation for enforcement action for
submittal to the Director of the Division of Environmental Management.
The recommendation concerns the violation of North Carolina General
Statute 143-214.1 and for violation of a water quality standard.
If you have justification that this violation was caused by events
or circumstances beyond the County's control which you wish us to
consider, you should reply in writing to the Asheville Regional office
within ten (10) days after receipt of this Notice. Your justification
will be reviewed and forwarded to the Director for his consideration.
If you have any questions concerning this matter, please contact
Mr. Paul White at 704/251-6208.
Sincerely,
I-Y\
Roy M. Dhvis, Regional Supervisor
Division of Environmental Management
xc: Compliance/Enforcement Group
Dennis Owenby
Jim Patterson
Eldon Owen

ELDON OWEN
SOLID WASTE DIRECTOR
697.4505
March 30, 1994
A
'ONNOM 153/
HENDERSON COUNTY
SOLID WASTE MANAGEMENT
802 Stoney Mountain Road
Hendersonville, NC 28739
Mr. Roy M. Davis, Regional Supervisor
N.C. Division of Environmental Management
59 Woodfin Place
Asheville, N.C. 28801
Ref: Notice of Violation
Henderson County Landfill
Dear Mr. Davis:
NIPPY PAGE
INTEGRATED
SOLID WASTE PLANNER
697-4877
Reference is made to your March 18, 1994 letter notice of
violation concerning the operation of the Henderson County Stoney
Mountain Road Landfill. This response is offered to update your
office on current activities to improve the control of sediment and
erosion from the site.
Our office has been working with the N.C. Division of Earth
Resources on improvements to our sediment and erosion control
measures at the site. In addition to repairing damage caused by
two recent major storm events we are planning to install an
additional sedimentation basin to aid in trapping sediment. Over
the past few weeks there have been major storm events resulting in
damage to the erosion control measures on the site. A summary of
these events and actions taken by our staff is as follows:
During February all slopes and sedimentation basins were in
excellent condition. A few days before the March 9th
inspection by the Division of Earth Resources, a major storm
practically destroyed many of our slopes and filled all ponds
with sediment. One sediment trap dike was washed out after
the stand pipe was clogged with a stump.
Arrangements were made to rent a track hoe on the llth of
March which was received March 18th to clean sediment basins
and assist with repairs. We repaired our slopes on the 14th
and 15th of March. On the 17th of March we sowed 150 lbs. of
Kentucky 31, 100 lbs. of Rye Grass, and 30 lbs. of weeping
love grass on the damaged slopes. This slope area encompasses
approximately 10 to 15 acres. The standpipe was unclogged and
the dike repaired that same week.. All sediment ponds were

Mr. Roy Davis
March 30, 1994
Page Two
cleaned the week of March 21-25.
Again on the weekend of March 26th and 27th another major
storm hit the area and totally destroyed all of the previous
repair work. The storm completely filled all sediment ponds
again. This week we are starting the repairs to the slopes,
cleaning of the sediment basins, and restoration of the
damaged areas. The storm event of this past weekend resulted
in significant flooding in the area. The storm event dumped
4.5 inches of rain in less that 36 hours in this area. Many
streams in the area flooded. The repairs that we had made
earlier had not established a ground cover and were not
capable of handling the recent storm. We are proceeding with
repairs this week.
We are beginning on the installation of an additional sediment
trap as requested by Mr. Owenby with the Division of Earth
Resources. We hope to have all repair work completed within the
next two weeks and have the new sediment trap constructed by the
end of May. When these projects are completed, I will contact the
various North Carolina offices dealing with these so that they can
come to inspect and advise me on any other necessary procedures.
The upper slopes above the borrow area are now being seeded and
trees planted as part of our overall site restoration. We hope
that this information is of benefit to you and your staff. Should
there be any questions, please contact our office at
704-697-4505.
Sincerely yo
Eldon T. wen, Director
Stoney M untain Landfill
Henderson County
cc David Thompson
Jim Patterson
Dennis Owenby

Jill IV V1 1 VlJ1 II I DUI VIII IlA
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 WATER
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
410 yf
IAXI��A
91k
DEHNR
QUALITY SECTION
April 8, 1994
Mr. David Thompson, County Manager
Henderson County
100 North King Street
Hendersonville, North Carolina 28792
Dear Mr. Thompson:
t4
��8trr_ar.SL'�w~
Subject: NOTICE OF VIOLATION
Henderson County Landfill
Instream metals concentrations
Henderson County
As was discussed with Paul White at the landfill on March 11, water
samples were collected recently from tributaries to Mill Pond Creek which
drain from the landfill. The results of metals analysis indicate that
the water quality standards for lead, copper, zinc, and iron were
violated. The results of turbidity samples were forwarded March 18 as a
notice of violation. The full results of the analyses are enclosed.
The lead violation occurred on February 23, 1994, below the
confluence of the tributary flowing through the east sedimentation basin
and the tributary east of this basin. The sedimentation basin was
overflowing its dam at the time due to the overflow pipe being plugged.
The water quality standards for copper, zinc, and iron were also exceeded
on this date at this location and in the tributary by the school bus shop
entrance.
A sample collected on February 28, 1994 from the east sedimentation
basin overflow indicated that only zinc and iron standards were being
exceeded at that time.
The Asheville Regional Office of the Division of Environmental
Management is considering a recommendation for enforcement action for
submittal to the Director of the Division of Environmental Management.
The recommendation concerns the violation of North Carolina General
Statute 143-214.1 and for violation of a water quality standard.
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

David Thompson
April 8, 1994
Page Two
We have received the letter from Mr. Eldon Owen outlining efforts to
improve the control of sedimentation from the site. If you have further
justification that the metals and turbidity violations were caused by
events or circumstances beyond the County's control which you wish us to
consider, please reply in writing to the Asheville Regional office within
ten (10) days after receipt of this Notice. Your justification will be
reviewed and forwarded to the Director for his consideration.
If you have any questions concerning this matter, please contact
Mr. Paul White at 704/251-6208.
Sincerely,
Roy M. Davis, Regional Supervisor
Division of Environmental Management
xc: Compliance/Enfo cement Group
Dennis Owenby V
Jim Patterson
Eldon Owen

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State of North Carolina
Department of Environment,LFMA
Health and Natural Resources 4 F
Asheville Regional Office A
James B. Hunt, Jr„ Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
July 12, 19f L+
r.rr Tr[rr' "All
TT
CERTIFIED J 1V1fA11L
ICi✓ 1 U RIN RECEIrT REQUESTED �S T i; i
lvll. Lavlu T11u111(Jsull
endjer son l.uuiity lvlanager
lt/ll 1V . Ting Street
tlenulersonvllle, 1V h,
T1T . XTII T!' T [ TT/NT A TT/\1T T!% TTT ATTT [�l XT !',/�T l� Tt7 T A ATT1 TT T /T[_.• _ 1LAC /�1 \
ICD. 1VVlll,n r V1VLti11V1V IU11E_INDERSUIV l V1J111 I 1 LAIN"r1LLlYeliiiit#4_5,-V1)
DearCdI
T_ r r Mr.
T
. 11 UliipsOli;
Pursuant to NCvS 313VA-22(a) and to 15A North Carolina Adininistrative Code 13B,
T -� T 1 1 1/[I[A 1,.1 TT_ _1 /l T .7 r:11 T_...__'i T A
1 conducted an Inspection on July 1, 17T+ of die rleilderson Coulity Landllll, Yefilht No. 4+5-
01 -1 Road
t^'!C Hendersonville,
AT_-il Carolina.
1:. Tl 1` .l
v1, located oil State Road 1 i5)8 hear Hendersonville, North Carolina. file -Inspection round
i T T _ ._ .] _ -- County
T ,.11 1 L _ 1 1' •1,. ' -]
the nendelsoii County Landfill to be in violation of certain requirements contained in the
T .,a1_ /'�_ ['�_1:, [[T_.,�_ ll_.___._._ 7 �:r:_J 1CA T_�.1_ Carolina
1Voruh Carolina Solid waste 1Vlanag'enient Rules codified at 1JA TVurul Carolina
AU'rninistrative Code 113B, specifically:
1JA 1Vuitfl l.,aro111iaAufifiliistrative lode 131s, 1626(/)(a) 1"equires that adequate
sediment Control measures (structures of devices) shall be utilized to prevent silt
froiii leaving the iviSWLr facility. The rienderson County Landfill was
operating in violation of 15A 14orth Carolina Administrative Lode
17T 11�6` \ 1 r.._.__ 1 1 .1" 1_,._ 1__
1�f3.lu�u�r}{a) in ifiat silt origiiiatiiig fluid isle laiiulill site llas uceii onto
private, dowiigradlent properties.
T-[_ � 1 r_ 1 r r TT_ hereby
� 1 1
Based upon he loregoing, the County of 1'1Cnderson is hereby ordered to take the
following actions by August 30, i 994 to correct the violation as stated in this Notice of
Violation, and otherwise be in compliance with the North Carolina Solid Waste ivianagernent
Rules codified at 15A Norm Carolina Administrative Code 13B:
Comply with I5A IVoltli Carolina Adininistrative Code i3B.1626(7/)(a) by
installing structures or devices to prevent silt froiii'leaving the MSWLr facility.
Approval froiii State reguiatoiy agencies may be necessary before constructing
additional sediment basins or modifying existing ones.
IK
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

Mr. ilavid Thompson
July i2, 1yy+
Page 2
11 the requirements above are not met on a continuing basis, enforcement action may
be taken. Remedies include assessment of administrative penalties of up to $5,000.00 (five
thousand dollars) per day per violation dating from the compliance date in this Notice of
Violation and/or injunctive relief pursuant to IVc-U31 s1130A-22(a) or Ni US §130A-180.
if you have any questions concerning matter, please contact ine at 70+/251-62vo.
Sincerely,
T_. _ E.
Patterson
James E. Patterson
`w aste iviariagement S"pecialist
cc: Julian i oscue
rhil Prete (rienderson Co. facility file)
Eldon Gwen
Dennis Owenby

State of North Carolina
Department of Environment.
Health and Natural Resources
Asheville Regional Office
James B. Hunt, Jr Governor
Jonathan B. Howes, Secretary
Nann B, Guthrie, Regional Manager
DIVISION OF SOLID WASTE MANAGEMENT
SOLID WASTE SECTION
December 6, 1994
Mr. David Thompson
Henderson County Manager
100 North King Street
Hendersonville, NC 28739
Dear Mr. Thompson:
In response to your October 31, 1994, letter outlining a schedule for implementing a methane gas
migration control system at the Henderson County Landfill (Permit No. 45-01), I have discussed. this
schedule with Phil Prete, Solid Waste Section Field Operations Head. Based on circumstances
outlined in your correspondence, the dates specified are agreed to.
Please keep in mind that directives outlined in 15A North Carolina Administrative Code 13B
.1626(c)(i) concerning taking all steps necessary to ensure protection of public health and the
environment are always applicable.
Also, Henderson County will be required to continue monitoring and record keeping for methane
gas levels on the Trace property and inside the Trace residence.
Since the methane gas migration has been an ongoing problem for over two years, the Solid
Waste Section is accepting the schedule submitted as a "firm schedule" and no further extensions will
be granted. A new compliance date of May 1, 1995 is therefore established for installation and
operation of the methane gas migration control system.
Please let me know if you have questions.
incerely(, ,,mot
James F. Patterson
JFP: sb Waste Management Specialist
cc-: Julian Foscue
Phil Prete - Henderson County: Facility
Interchange Building; 59 Woodfin Place, Asheville, N.C. 28801
An Equal opportunity Affirmative Action Employer
Telephone [phone] FA.`•; 704-251-6452
60% recycled/ 10% post -consumer paper

State of North Ca. ,Aina
Department of Environment,
Health and Natural Resources
Asheville Regional Office
James B, Hunt, Jr„ Governor
Jonathan B, Howes, Secretary
Nann B. Guthrie, Regional Manager
X VIVA
�EHNR
DIVISION OF SOLID WASTE MANAGEMENT
SOLID WASTE SECTION
September 27, 1994
Mr. Eldon T. Owen
Henderson County Solid Waste Management
802 Stoney Mountain Road
Hendersonville, NC 28739
Dear Mr. Owen:
I have received your letter dated September 14, 1994, requesting additional time in which to
install permanent structures to prevent silt from leaving the Henderson County landfill site. Since
Henderson County has made a diligent effort to clean up silt that has been deposited onto adjacent
private property and is in the process of constructing a new sedimentation basin, your request for a
new compliance date of November 15, 1994, is approved. In the meantime, pending completion of
the new sedimentation basin, use all temporary measures necessary (i.e., silt fences, rock dams) to
prevent silt from leaving the landfill site.
Sincerely,
1
James E. Patterson
Waste Management Specialist
JEP: sb
cc: Julian Foscue
Phil Prete — Henderson County: Facility File
Interchange Building, 59 Woodfin Place, Asheville, N,C, 28801
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

ELDON OWEN
SOLID WASTE DIRECTOR
697-4505
HENDERSON COUNTY
SOLID WASTE MANAGEMENT
802 Stoney Mountain Road
Hendersonville, NC 28739
MEMORANDUM
T'0* DAMES E. PATTERSON
N!'� PT'T�t, r}mTRT�TTm rl^ TrLTTsrt T1 TT TECf1TTTDl_..PnC
� Ji r cii�AilL1v 1 O LI il'iiv _� ---i
WASTE MANAGEMENT SPECIALIST
FROM: ELDON T. OWEN
HFNDERSON COUNTY
SOLID WASTE DIRECTOR
NIPPY PAGE
INTEGRATED
SOLID WASTE PLANNER
697-4877
DATE: SEPTEMBER 14, 1994
`i=JECT: REQTEST 'OR EXTENSION ON SEDIMENT AND WATER CONTROL PROJECT
T Fien_Ierson. County Sol.,d Waste Departmentrequests an extension date on
aria water control construction. DUe to much heavy rains,
conditions were notdry enough to begin construction until September 15,
1994, The pipe could not be ordered until receipt of approval which was
dated August 1.0, 1994. Due to the length of time getting pipe constructed,
rl-�e estimated time of project. completion is mid -November.
Your consideration on this request is appreciated.
Sincerely,
i
1don n' Owed
%WC

1'KUM LHNK. HKU
1,1213 i4 757, 0
DAVID P. THOMPSON 00 4'�
HENDERSON COUNTY MANAGER M �PF�®v
ti
100 NORTH KiNG STREET /�iE► ti
HENDERSONVILL.E, NORTH CAROLINA 28782-bp9 $ O wti
October 31, 1994 �4 ti
PHONE: [phone]
FAX: [phone] �6�8ZGZgZ
Mr, James E. Patterson, Waste Management Specialist
N. C. Department of Environment, Health and Natural Resources
59 Woodfln Place
Asheville, NO 28801
Dear Mr. Patterson:
I would like to bring you up to date on the Henderson County landfill gas
remediation project and inform you why this project has been delayed. Our last
correspondence to you by Mr. Samual Logan of Cargan Resources, Inc. dated June 14
was requesting a certification from you that no permit was required for landfill gas wells,
At that time we were planning to begin construction of wells In July. This schedule was
contingent upon Cargan Resources obtaining financing. After construction of the
preliminary wells on site, Cargan lost a business partner and design engineer causing his
company to become financially insecure and finances were not obtained. Mr. Logan
sought alternate financing and was denied for several reasons., his company is located
in South Carolina; banks would not finance a project located in North Carolina; and the
bank wanted Mr. Logan to tie up all his assets In other projects which he could not do.
Mr. Logan continued to negotiate with lending Institutes unsuccessfully. The County
notified him in November that we had to consider his contract with the County null and
void and had to consider alternative methods, William G, Lapsley & Associates was hired
to oversee the project and our Board approved and set aside $259,000 to finance the
Perimeter wells, animal shelter and Trace property on a weekly basis and operate the flare
station.
Subject to the receipt of the appropriate North Carolina permits and weather
related site conditions, the schedule should proceed as follows:
1. November 1994 - Sohranze & Associates to finalize design,
produce plan and specifications, submit permits
for approval.
2. December 1994 - Award bid and install gas wells.
3. February 1995 - Complete foundation for flare station
4. March 1996 - Flare station completed.

FROM EHNR. HRU
•
I
James E. Patterson
October 31, 1994
Page 2
5. April 1995 - Start up operation, train landfill staff.
S. May 1995 - Commence operation
Should you have any questions or comments, please contact me.
Sincerely,
David F. Thompson
County Manager
DFTJabm
enoiosures: Preliminary Design
Letters to Cargen & Associates
cc: Board of Commissioners
Gary Tweed
Don Okins
Eldon Owen
Nippy Page
Angela Skerrett

MEMO
DATE: 1 b 12 q' 1r1`i
WK4eucY, Cl)V)1k3 1�,c ii�zhG
TO: SUBJECT:
6 �s P- w 6rT.
� � � � Yc�
T hC� cc� M eAv b h 10 11 g I Ct if 2,+ 1 ) )Q.r,cl e csv,, Co
1 v$
fa Ai AP- " rni5rz��on �onh�) S�s�eyr,-
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r � El b1� lJe- '? l-�C>,��-►^sur. �.p' t;nj.y ��rcl�-1•I� 5u�t✓vlsc►-� 11s,c1 �►pry
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l,vc��) �'4' ynorsVk5 , U
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050 }d 41-e, couh )•-ccj ! �nq (�,eCcrS Aq /p/7'red S/hWJ ,GV,
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.ar}reyllt)c� )Dr5 Pt%cibx o� ��mU }o pt>5 4r �c«� �, ,c�jc/t. �►'�blt yy.
CC ` ► From: �lvr r�}eesvr
6,STATEa
p
North Carolina Department of Environment,
� -
Health, and Natural Resources printed on Recycled Paper

h KUM tHNK. HKU
E XON 0WI;N -
SOLID 11'ASTE DIRECTOR
61)7-g716
Sept. 19, 1994
Mr. Samuel Logan, Jr.,
Cargan Resources Inc.
PC Box 1078
Camden, SC, s 29020
Dear skip,
HENDERSON COUNTY
SOLID WASTE MANAGEMENT
8(Y' Ston" 11k0untain Road
11endcrso11Ville, NC 18;39
President
NIPPY PAGE
INTEQATED
SOLID WASTE PLANNER
697-1877
0*0
As you are aware, Henderson County has been operating the
Stoney Mountain Road Landfill under a notice of violation from the
North Carolina Department of Health, Environment and Natural
Resoutces (NCDEHNR) for methane gay Migration.
reasonhis
, that for County proposed to enter intota Was ractor tfor
methane gas remediation with con Cargan Energy Associates, a Georgia
Partnership. A schedule for the remediation project was submitted
by you for this project. The remediation project is schedu,l,e. Site construction was to begin in April withosslstart-upiof
operations in September. The County has been placed in a situation
because of delays in the in further notices of vistart-up of the project which could result
olation from NCDEHNR.
Yt is my understanding. from my conversations with you that the
reason for the delays has been your inability to obtain financing
for the remediation project. As it is now September, 1994, the
contracts were seat to you for execution on February 4, 1994, the
contracts have never been executed by Cargan Energy Associates, and
as of today's date you have Still not ,secured financing for the
Project, Henderson County can draw only one conclusion; that .
Cargan Energy AssoCitttes is unable to perform the terms .of the
contract.
Hettdersoa County must proceed with this project .immediatsly.
We can sustain ao further delays. Therefore, please Consider this
letter your notice that we consider our contracts with you to be
null and void. Henderson County must proceed 'with the project
through alternative methods.
Pie . appreciate your efforts on our behalf, but 'we must move
ahead. Thank you for working with the County.
Siacere�.
Nip y p ge""
Solid Waste planner
I
CC: David Thompson,
Counter Manager

FROM EHNR. HKU
9 September 1994
SCHRANZE sr ASSOCIATES
A Professional Company
WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
P.O. Box:346
Hendersonville, NC 28790 ..
Attention: Mr. dary T. Tweed, P.E.
PROPOSAL: Engineering Services for the Design And Implementation of
A LandfM Gas Remedlation System
For the Stoney Mountain Landfill, Henderson County, NC;
Proposal. No. P9422
Dear Mr. 11weed;
Chemical EnQlnerrieg
Enviroamental Caa:uldng
SCHW7.E & ASSOCIATES is pleased to submit this proposal to provide
engineoriztg services for the Implementation of a gas oxtraction and control
system for HENDERSON COUNTY's Stoney Mountain Landfill.
At your request, this proposal includes the requisite engineering worst
which will be required to implement the gas remediation system in as
efficient. Arid economic manner as possible. Such services will include;
1) Engineering and design of the system, resulting In detail dratvings
and !construction specifications;
2) Filing for the required state ' permits;
3) Assistamcs to WILLIAM G. LAPSLEY & ASSOCIATES (LAPSLEY) in preparing
construction bid specifications and in helping to evaluate and qualify
bid responses;
4) Providing construction management support to LAPSLEY by performing
work Inspection and start --up services; and
5) Providing operations and maintenance training.
This proposal is valid for a period of up to thirty,flvo (36) days from
this date.
We thank you for your consideration of this proposed worst and we look
forward to Wtiatirtg this program and completing it as soon as possible.
Sincerely y'oura,
SCHRA.NZE de ASSOCIATES
enjarnIn Schrazlt E.
Encl. 1? 422-Oz
P.O. BOX 445, WYNNEWOOD, PFNNSYLVA.NIA 1"S [phone]

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YOUR NATURAL NRITVER
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certify ,,; you t ..d t+sr tht:, in tiai :es`. ua"
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TOM- P. 01

FROM EHNR. RRO 11.03.1994 16:53 P. 4
ovp�
i
DAVID F. T'HOMp ON
L HENDERSON COUNTY MANAGER
100 NORTH KING STREET
October 31, 1994 HENDERSONVILLE, NORTH CAROLINA 28792-5097
PHONE: [phone]
FAX: [phone]
Mr. James E. Patterson, Waste Management Specialist
N. C. Department of Environment, Health and Natural Resources
59 Woodfin Place
Asheville, NO 28801
Dear Mr. Patterson:
1 would like to bring you up to date on the Henderson County landfill gas
remedlatlon project and Inform you why this project has been delayed. Our last
correspondence to you by Mr. Samual Logan of Cargan Resources, Inc. dated June 14
was requesting a certification from you that no permit was required for landfill gas wells,
At that time we were planning to begin construction of wells In July. This schedule was
contingent upon Cargan Resources obtaining financing. After construction of the
preliminary wells on site, Cargan lost a business partner and design engineer causing his
company to became financially insecure and finances were not obtained. Mr. Logan
sought alternate financing and was denied for several reasons: his company Is located
In South Carolina; banks would not finance a project located In North Carolina; and the
bank wanted Mr. Logan to tie up all his assets In other projects which he could not do.
Mr. Logan continued to negotiate with lending Institutes unsuccessfully. The County
notified him In November that we had to consider his contract with the County null and
voici and had to consider alternative methods. William G. Lapsley & Associates was hired
to oversee the project and our guard approved and set aside $259,000 to finance the
perimeter wells, animal shelter and Trace property on a weekly basis and operate the flare
station.
Subject to the receipt of the appropriate North Carolina permits and weather
related site conditions, the schedule should proceed as follows;
1. November 1994 - Sohranze & Associates to finalize design,
produce plan and specifications, submit permits
for approval,
2. December 1994 Award bid and Install gas wells.
3. February 1995 - Complete foundation for flare station
4. March 1996 - Flare station completed.

MEMO
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iandfJ 1 1 Dag Remo-didtj on F'ro i, Ct.) Hendersonville, NC
Decr ll-. Pa-.tersz^n7
We F.ay.- ccnclured .,Ur .rFF pc -t or t hf j proe,L te L:•: � 4 to eva? u �S.. .
'`.'Xieni, Or Landfill Gas, �?? �Yfi`=0"c onto tY1E T±'mCp property) at
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POST OFFICE BOX I" CAMDEN. SOUTH CAROLINA 29020 . PHONEIFAX! (103) 437•:501
TOTAL ?.ai

FROM EHNR. RRO 11.03.1994 1E:52 P. 2
• SCHRAN:E & ASSOCIATES
h professional Company
9 September 1994
WILLIAM (3. LAPSLEY & ASSOCIATES, P.A.
P.O. Box: S4d
Henderso�VUUO, NC 28793
Attention_ Mr. Gary T. Tweed, P.E.
PROPOSAL. Engineering Services for the DOsign And Implementation of
A Landfill. Gas Remediation System
For th4 Stoney Mountain, Landfill$ Henderson County, NC;
Proposal. No. P9422
Dear Mr. :Tweed,
Chemical Eagincerias
Environmental Consulting
SCHAANZE & ASSOCIATES is pleasod to submit this proposal to provide
engineering services for the Implementation of a gas extraction and control
system for HENDERSON COUNTY's Stoney Mountain Landfill.
At your request, this proposal includes the requisite engineering wont
which will be required to implement the gas ramedi.ation system in as
efficient. aLnd economic manner as possible. Such services will Include;
1) Enginearirlg and design of the system, resulting In detail drawings
and !construction specifications;
2) ]Filing for the required state permits;
3) Assistanct to WILLIAM G. LAPSLEY & ASSOCIATES (LAPSLZY) In preparing
construction bid specifications and in helping to evaluate and qualify
bid responses;
4) Providing construction management support to LAPSLEY by performing
work inspection and start --up services; and
5) Providing operations and Maintenance training.
This proposal is valid for a period of up to thirty—five (3S) days from
this date.
We thank you for your consideration of this proposed work and we loolc
forward to initiating this program and completing it As soon as possible.
Sincerely your',
SCHRANZE & ASSOC,IA'Y U
7x r
nje.rnin Schra,n� E.
EncI P" 422-0]
p.Q. 110X 4a5, WYNNE'i OOD, PFINNSYLVA.NIA 19096 [phone]

FROM EHNR. RRO 11.03.1994 16:52 P. 3
ELDON UWTA -
SOI.ID WAST(i Il[Rt:CTclu
Sept. 19, 1994'
Mr* $amual .Logan, +Jr.,
Ca
r9411 Re$aurces Inc.
PO Box 1078
Camden, SC,; 29020
Dear skip,
HENDERSON COUNTY
SOLID WASTE NIANACE;MENT
K()j Stone4Road
Ife"d(Irsolwillt. NC 8- 39
President
NIPPY PAGE
INTEQATED
SOLID WASTE PLANNER
497-4$ 7 i
CIO
0460
As you are aware, Henderson County has been operating the
Stoney- Mountain Road Landfill under a notice of violation from the
North Carolina Department l�esourr ces (NCDZHNR of Health, Environment and Natural
reason:, that Hendersonor Methane hane gas migrationd to. ' It was for this
methane gas remediation withCargane Energy Associateenter into a s contract Georgia
Partnership. A schedule for the remediat.on project was submitted
by you fp r this Pz'O J Gct . The remsdiation project is
schedu,l,e * Site construction was to begin P April grossly s behind
operat�.on.s In September. The Countas been placed in a situation
because of de],ays in the start-upy hof they project which could result
in further notices of violation from NCDEHNR.
Tt is my understanding. from ray conve
reason for the delays has been yorsations with you that the
ur �,nal�i].ity to obtain financing
the remed$e,tion project. As it is now September, 1s�4 the
coniraote were sent to you for execution on February 4, 1994 the
contracts have never been executed by
as of today s date yohavehae still. Cargen Energy Associates, and
Project, Raudarsoa not .secured financing for the
County can draw only one conclusion.. that ,
contract Energy Assoc3,ete's is unable to perform the terms '.of the
Reftderson County must proceed We can sustain mc� further delays. with this project immediately. Therefore, please considerthisletter your notice that we consider our contracts with you to be
null aad void. Henderson Counter must proceed 'with the ,project
through alterAative methods.
We areciate o., efforts
ahead. Thank you fo7 Working wit
h
on our behalf, but we must move
the county.
Sincerel
r
ITI y p �®
Sol d Waste PZ4nnar
cc: bavid ThcsmpsQn, County Manager

"eclan cne Ivel 1<3es •
Winston-Salem Regional Office
.lames B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ED E H
Leestia Fuller, Regional Manager
February 28, 1994
Mr. David Thompson
Henderson County Manager
100 N. King Street
Hendersonville, N.C. 28739
Dear Mr. Thompson:
The schedule submitted by Cargan Resources, Inc. on behalf of
Henderson County is acceptable with the provision that measures be
taken to monitor methane migration at the northern boundary of the
landfill adjacent to property owned by Dr. Trace, and at all
landfill facility structures. Should monitoring results indicate
landfill gas migration exceeding standards in close proximity to
structures on the Trace property, or in landfill structures, the
county must:
1. Immediately take all steps to ensure protection of human
health, notify the Division and affected property
owner(s).
2. Within seven days of detection, place in the operating
record the methane gas levels detected and a description
of steps taken to protect human health.
Should you have questions or desire additional information, please
do not hesitate to call.
Sincetelp,
1
l .
11ullan M. Foscue, III
Western Area Suogrvisor
Solid Waste Section
cc: Samuel Logan, Jr.
Cargan Resources, Inc.
James E. Patterson
Central Files
8025 North Point Boulevard, Suile 100, Vhiston-Salern. North Carolina 27106-3203
lelehhone 910-896-7007 rAx 910-896-7005
An Equal Oppodurilty Affirmollvo Aclion Employer 50%recycled/ 10%post -consurnor paper

�R1.1411 IJS
Youiz N/uUML PARTNER
February 16, 1994
Mr. Julian Foscue
State of North Carolina
Department of Environment, health, and Natural Resources
8025 North Point,Blvd., Suite 100
Winston Salem, NC 27106
RE: Stoney Mountain Road Landfill, Henderson County, NC
Landfill Gas Project
Dear Mr. Foscue:
On behalf of Henderson County I would like to -set forth our
development plans for the captioned project. Subject to the
availability of a suitable drilling rig, the receipt of the
appropriate State of North Carolina permits, and the weather
related site conditions, our development schedule should
proceed as follows:
1. March 1994.... Produce plans and specifications for
project, submit permits for project approval, and initiate
field work including locating and staking well sites and
manifold routing.
2. April 1994.... Begin site construction, including plant
site work, installation of landfill gas wells gathering
lines and manifolds.
3. May through August 1994.... Complete project construction
and installation of landfill gas production equipment.
4. September 1994.... Plant start-up, systems testing and
evaluation, safety inspection, commence operations.
Should you have and questions or comments we will be pleased
to cooperate.
Very truly yours,
I
Samuel Logarl,.,�Jt�
SL/ldl
cc: Jim Carr, Cargan
Ben Schranze, Cargan
Angela Skerrett, Henderson County
Gary Tweed,'Lapsley and Associates
James Patterson, NC DEIINR
I'OSI' OI I I('1 BOX 107R CAAI01.14, SO U 11 C'AROI.INA 2XV0 PIKINF/FAX: [phone]