WQ0000195_ARO_File_1986_1988

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State of North Carolina V�
Department of Natural Resources and Community Ie�yQp
Division of Environmental Management s i src .,1,J
512 North Salisbury:Street • Raleigh, North r rolina 27611NC
James G. Martin, Governor
S. Thomas Rhodes, Secretary
Mr. Matt Matteson
Town of Waynesville
106 South Main St.
Waynesville, NC 28786
Dear Mr. Matteson:
November 30, 1988
SUBJECT: Permit No. WQ0000195
Town of Waynesville
Sludge Disposal Landfill
Haywood County
R. Paul Wilms
Director
In accordance with your application received August 23, 1988, we are
forwarding herewith. Permit No. WQ0000195, dated November 30, 1988, to the Town of
Waynesville for the continued operation of the subject sludge disposal landfill.
This permit shall be effective from the date of issuance until October 31,
1993, and shall. be subject to the conditions and limitations as specified therein.
This permit is a renewal of the existing permit (#7972R) and does not include
your request for an alternate means of sludge disposal.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request an adjudicatory hearing upon
written .request within 30 days following receipt of this permit. This request must
be in the.for_m of a written petition, conforming .to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, Post Office
Drawer 11666, Raleigh, North Carolina 27604. Unless su�-h demands are made this
permit shall be final and binding.
One (1) set of approved plans and specificatiQns is being forwarded to you. If
you need additional information concerning this matter, please contact Mr. Jack
Floyd, telephone No. 919/733-5083, 'ext. 547.
Sincerely,
"55 i`
Paul Wilms C /
cc: Haywood County Health Department
Asheville Regional Supervisor
McGill Associates
Groundwater
Polhetion Prevention Pays
P.O. Box 27687. Raleigh, North caroiina 27611-7687 Telephone [phone]!5
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
The Town of Waynesville
Haywood County
FOR THE
continued operation of sludge disposal facilities consisting of land burial of dried
sludge from the Waynesville Wastewater Treatment Plant and the Waynesville Water
Treatment Plant to 12.15 acres with no discharge of sludge or wastewater to the
surface waters, pursuant to the application received August 23, 1988, and in
conformity with the project plan, specifications, and other supporting data. -
subsequently filed and approved by the Department of Natural Resources and Community
Development and considered a part of this permit.
This permit shall be effective from the date of issuance until October 31, 1993,
and shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities have been constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. This permit shall become voidable in the event of the failure of the site to
adequately accept the wastes, and may be rescinded unless the facilities are
maintained and operated in a manner which will protect the assigned water quality
standards of the surface waters or groundwaters.
5. In the event that the facilities fail. to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take such immediate
corrective action as may be required by this Division, including the construction
of additional or replacement wastewater treatment or disposal facilities.

6.= Adequate provisions shall be taken to prevent wind erosion and surface runoff
from conveying pollutants from the sludge application area onto the arjacent
property or into the surface waters.
7. The issuance of this permit shall not relieve the Permittee of the respons_bility
for damages to surface or groundwaters resulting from the operation of this
facility.
8. The facilities shall be effectively maintained and operated as a non -discharge
system to prevent the discharge of any wastewater resulting .from the opera ion of
this facility.
9. No type of sludge other_ than that from the Waynesville Wastewater and
Waynesville Water Treatment Plants shall be placed on the land appl_cation
disposal site.
10. No traffic or equipment shall be allowed on the disposal area except while
installation occurs or while normal maintenance is being performed.
11. A minimum 25 foot buffer shall be maintained between the sludge disposal area and
all property lines.
12. A suitable year round vegetative -cover shall be maintained.
1.3. The site shall be adequately limed to a soil pH of 6.5 prior to sludge
application.
14. The application rates shall not exceed 46,600 cubic feet/year of dried sludge.
15. Adequate records shall. be maintained by the permittee concerning sludge d-isposal
activities. These records must include, but are not necessarily limited to the
following:
a.. Date of sludge disposed
b. Volume of sludge disposed
c. Facility from which the sludge originated.
These records shall be maintained on a monthly basis and submitted to the Water
Quality Supervisor of the Asheville Regional Office annually on or before
January 15 of the following year.
16. Within 90 days°of permit issuance, one (1) downgradient monitor well shall be
installed to monitor groundwater quality. The location and construction retails
for this well shall be by approval of the Asheville Regional Office, from which a
well construction permit must be obtained.

17. The new monitor well and the three (3) existing monitor wells (total: 4 wells)
shall. be sampled every March, July and November for the following parameters:
NO33 pH
Total Ammonia TOC
TDS Chloride
Water Levels Total Coliforms
Aluminum Cadmium
Potassium Zinc
Sodium TOX (in Nov. only)
SO4 Copper
The measurement of water level must be made prior to sampling.
The new monitor well must be sampled (initially) immediately following
construction for the parameters specified above.
The analytical methods used for TOX must be capable of detecting the total of
all halogenated organic compounds present at a concentration of 5.0 parts per
billion (ppb) or greater. In the event that a TOX concentration of 5.0 ppb or
greater is detected, any individual halogenated organic compound(s) present at a
concentration at or above the method detection limit (MDL) must be identified and
quantified utilizing EPA methods 601, 602, 604 and 611.
The results of the sampling and analysis shall be sent to the N.C. Division of
Environmental. Management on Form GW -59 (Compliance Monitoring Report Form) every
April, August and December.
18. Any additional groundwater quality monitoring as deemed necessary by the
Department, shall be provided.
Permit issued this the 30th day of November, 1988.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R. Paul`Wilms, Director
/Z Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. WQ0000195

s
Engineer's Certification
I, , as a duly registered Professional
Engineer in the State of North Carolina, having been authorized to observe
(periodically/weekly/full time) the construction of the project,
for the
(Project) (Name or Location)
hereby state that, to the best of my
(Project Owner)
abilities, due care and diligence was used in. the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature Registration No.
Date
Permit No. WQ0000195

STAY�
AUa
pon w1i Q 11 7701-0
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27611
James C,. Martin, Governor March 14, 1986 R. Nul Wilms
S. Thomas Rhodes, Secretary Director
Mr. William M. Sutton, Town Manager
Town of Waynesville
106 South Main Street
Waynesville, N.C. 28786
SUBiECT: Amendment to Permit No. 7972k
Town of Waynesville
Wastewater Treatment Plant
Sludge Landfill
Haywood County
Dear Mr. Sutton:
In accordance with application received February 4, 1986, we are
amending Permit No. 79728, dated March 14, 1986, to the Town of Waynesville
for the construction and operation of the subject wastewater collection system
extensions.
This permit shall be effective from the date of issuance until September 1,
1988, and shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be con-
tended. Unless such demand is made, this permit shall be final and binding.
If you have any questions or need additional information concerning this
matter, please contact Ms. Cyretha Irving, telephone No. 919/733-5083, ext. 119.
Sincerely yours,
R. Paul Wilms
cc: Haywood County Health Department
McGill Associates, P.A.
Asheville Regional Supervisor
Mr. Dennis R. Ramsey
Mr. Len Bramble
Cl/ad P,)Jji<rion Pr(wnlion Pix;
PO fix 27687, kaleigh, North Carolina _'.�) 7617 919-7 5-7015

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
RALEIGH
P E R M I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Rules and Regulations
PERvaISSION IS Hh-RITMY GRAT-ql = TO
Town of Waynesville
Haywood County
FOR THE
operation of land application facilities to dispose of dried sludge from the
City of Waynesville's Wastewater Treatment Plant by land burial to 12.15 acres
of effective application area and no discharge to the surface waters of the State,
pursuant to the amendment request received February 4, 1986, and in conformity
with the project plan, specifications, and other supporting data, subsequently
filed and approved by the Department of Natural Resources and Community Development
and considered a part"of this permit.
This Permit shall be effective from the date of issuance until September 1,
1988, and shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of
wastes described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. This permit shall become voidable in the event of the failure of the site
to adequately accept the wastes, and may be rescinded unless the facilities
are installed, maintained and operated in a manner which will protect the
assigned water quality standards of the surface waters, and prevent any
contamination of the ground waters which will render them unsatisfactory
for normal use.
5. In event the facilities fail to perform satisfactorily including the creation
of nuisance conditions, the Permittee shall take such immediate corrective
action as may be required by this Department.
6. Division of bypassing of the sludge from the disposal facilities is prohibited.
.L

972R
7. Any monitoring deemed necessary by the Division of Environmental Management
to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
8. Adequate facilities shall be provided to prevent surface runoff from carrying
any disposed or stored material into the receiving stream.
The issuance of this permit shall not relieve City of Waynesville of the
responsibility for damages to surface or ground waters resulting from the
operation of this facility.
10. The facilities shall be effectively maintained and operated as a non -discharge
system to prevent the discharge of any wastewater into the.surface waters
of the State.
11. No type of sludge other than that from the City of Waynesville's Wastewater
Treatment Plant shall be placed in the landfill disposal site.
12. No traffic or equipment shall be allowed on the disposal area except while
installation occurs or while normal maintenance is being performed.
13. A minimum 25 -ft. buffer shall be maintained between the sludge disposal area
and all property lines.
14. The application rate shall not exceed 46,600 cubic feet/year of dry sludge.,
15. A suitable year round vegetative cover shall be maintained.
16. The site shall be adequately limed to a soil pH of 6.5 prior to sludge
application.
17. Report on the operations of the facilities shall be submitted to the Asheville
Regional Office at regular intervals such form and detail as may be required
by this Department.
18. The Permittee, at 'Least six (6) months prior to the expiration of the
Permit shall request its extension. Upon receipt of the request, the Com-
mission will review the adequacy of the facilities described there -in, and
if indicated, will extend the Permit for such period of time and under such
period of time and under such conditions and limitations as it may deem appropriate.
19,
Monitoring wells shall be constructed in accordance- with 15 NCAC 2C .0100
and sampled during the months of March, July and November for the following
parameters: cadmium, calcium, copper, iron, lead, magnesium, sodium, zinc,
pH, chlorides, sulfate, nitrate, total ammonia (TA), total dissolved solids
(TDS), total organic carbon (TOC) and total coliform.
20. Within 90 days of permit issuance, one downgradient monitor well should be
installed to monitor groundwater quality. The location and construction details
for these wells should be by approval of the Asheville Regional Office, from
which a well construction permit must be obtained.

No. 7972R
21, The additional downgradient monitor well and the two existing monitor wells
(one upgradient, one downgradient) should be sampled every March, July and
November for the following parameters:
NO l 'Total Ammonia Copper-' Iron--'
TD�- Total Coliforms— Cadmiumv Magnesium
TOG _� Water Level Zinc - Sodium
pH- Chloride-_ Calcium-. Sulfate -
22. Any addition quality monitoring, as deemed necessary by the Department,
shall be provided.
Permit issued this the 14th day of March, 1-986.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. 179728

GROUNDWATER SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
DEPARTMENT OF NATURAL RESOURCES AND COMI-IUNITY DEVELOPMENT
POTENTIAL GROUNDWATER POLLUTION SOURCE SITE DESCRIPTION
REVIEW BY: I/Ate /,�/�At�� DATE: W.D. PERMIT NO.
TOWN: M t/rcte- COUNTY: �RJell
NAME OF FACILITY OR INSTALLATION: wAl or 144 YA(E75;v1,4
ADDRESS: WAVE FS -0 aC C— TELEPHONE:--
OPERATOR
ELEPHONE:`OPERATOR, OR CONTACT PERSON: tGc
ADDRESS:
LOCATION (SKETCH ON BACK) : ^ft s4 /z06
QUAD. NO.
LAT. 39'.30 3.3
TYPE SOURCE (LANDFILL, LAGOON, ETC.):
W" .,
G 057 Z -?6
LONG. 8zS46Z-
TELEPHONE :
ELEV . 2,740
TYPE AND
QUANTITY OF POLLUTANTS: n s , t
'Z EWA(' 6-
DESCRIPTION
OF FACILITY OR SITE (SKETCH ON BACK) :
I -z
o ego' a 6
f �
/ ®8n1 X 1.6-,.b x /00,/-
R yrr^ G
J _ c ub c,6 t1 �
% PLS ®/
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CA/P� I �°t /i1 % ��'� ` AIC.., Z p Alslerg VA: ®n d
HYDROGEOLOGIC COiIDITIONS AT SITE: 04r16,X-F"Ag7t6 AUtAEAt C'Q�t//��'%�� T® f �Si�y
AQ)iei-e.Tt AC �(Sqm;o i Al 15-t-2)96cr ,
DESCRIPTION OF UNCONSOLIDATED MATERIALS: 6-1y- e

2
THICKNESS OF UNCONSOLIDATED MATERIALS (FEET):
TYPE OF ;BEDROCK (FRACTURED GRANITE GNEISS, ETC.) : i; AlI77'C rs'S
DEPTH TO BEDROCK (FEET): S-®'
HYDROGEOLOGIC UNIT: Vc- AC A( A-4
DEPTH TO WATER TABLE (FEET): 411 --
TOPOGRAPHY (PERCENT SLOPE, COPY OF TOPO., ETC.): /0 - /5-710
NEAREST STREAM: 0_,cwtw,,15 c,�� fi:�_ DISTANCE (FEET):
NEAREST WATER -SUPPLY WELL: If q1 ` DISTANCE (FEET):
SUB -BASINS n4- D 3-®S 4rxoNcw
POLLUTION CONFIRMED BY ANALYSIS: DATE:
EXPLAIN:
MONITORING FACILITIES INSTALLED: NO. OF WELLS:
MONITORING WELL QUADRANGLE NO.:
SAMPLING SCHEDULE:
SAMPLED BY:
PARAMETERS:
ANALYSES AND OTHER DATA AVAILABLE:
J
ANALYST:

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DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. William M. Sutton, Town Manager
Town of Waynesville
106 S. Main Street
Waynesville, NC 28786
Dear Mr. Sutton:
MPIR 15 Larch. 8, 1983
Refional Offir—e
Ash.evilk Nhaxr% carcKm
SUBJECT: Permit No. 7972
Town of Waynesville
Wastewater Treatment Plant
Sludge Landfill
Ha«good County
In accordance with your application received November 16, 1982, we are
forwarding herewith Permit No. 7972, dated March 8, 1983, to the City of
Waynesville for the operation of the subject sludge landfill.
This permit shall be effective from the date of issuance until April 1, 1985,
and shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are -
unacceptable to you, you have the right to an adjudicatory hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be
contended. Unless such demand is made, this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarden to 70u.
If you have any questions or need additional information concerning this uan:er.
please contact Richard R. Rohrbaugh, telephone No. 919/733-5083 Ext. 103.
cc: Haywood County Health Department
Butler/McGill Associates
Mr. Forrest R. Westall
Asheville Regional Supervisor
Asheville Regional Manager
Sincerely yours,
Original Signed By
FORREST R. WESTALL
FOR
Robert F. Helms
Director
1 1 En' 7,90 ploor %, C NOME-,'

PERMISSION IS HEREBY GRANTED TO
Town of Waynesville
Haywood County
FOR THE
operation of land application facilites to dispose of dried sludge from the
City of Waynesville's Wastewater Treatment Plant by land burial to a 17.+
acre site with approximately 4.5 acres of effective application area and no
discharge to the surface waters of the State,
pursuant to the application received November 16, 1982, and in conformity with
the project plans, specifications, and other supporting data, subsequent.l
filed and approved by the Department of Natural Resources and Community
Development and considered a part of this Permit.
This Permit shall be effective from the date of issuance. until Aril<1; 11985
and shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting
data.
- 2. This permit is effective only with respect to the nature and volume of
wastes described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. This permit shall become voidable in the event of failure of the site to
adequately accept the wastes, and may be rescinded unless the facilities
are installed, maintained and operated in a manner which will protect
the assigned water quality standards of the surface waters, and prevent
any contamination of the ground waters which will render them unsatisfactory
for normal use.

MOW,,
Permit No. 7972
March 8, 1983
5. In event the facilities fail to perform satisfactorily including the
creation of nuisance conditions, the Permittee shall take such immediate
corrective action as may be required by this Department.
6. Diversion or bypassing of the sludge from the disposal facilities is
prohibited.
7. Any monitoring deemed necessary by the Division of Environmental Managerx,-rit
to insure surface and ground water protection will be established and an
acceptable sampling reporting schedule shall be followed.
8. Adequate facilities shall be provided to prevent, surface runoff from
carrying any disposed or stored material into the receiving stream.
9. The issuance of this permit shall not relieve City of Waynesville of e
responsibility for damages to surface or ground waters a the
operation of this facility. resulting from the
10. The facilities shall be effectively maintained and operated as a non -
discharge system to prevent the discharge Of any wastewater into the
surface waters of the State.
11. No tYP4,,,Of sludge other than that from the City of Waynesville's Wastewater
Treatment Plant shall be placed in the landfill. disposal site.
12. No traffic or equipment shall be allowed on the disposal area except while
installation occurs or while normal maintenance is being performed.
1.3. A minimum 25 -ft buffer shall be maintained between the sludge disposal. area
and all property lines.
14. The application rate�.shall,not exceed 462�6,00,,,cubic, feetlyearoral -ry,,sltidge.
15. A suitable year round vegetative,cover shall be maintained.
16. The site shall be adequately limed to a soil.pH of 6.5 prior tosludge
application.
17. Monitoring wells and a groundwater monitoring program -may be required of
the Town of Waynesville -at this 1andf ill as ..deemed approprlate.,'by --this
Division.
18. Reports on the operations ofthe facilities shall be -submitted to the
Asheville Regional office zt"-,-regular intervals and in such form and
detail as may be required bythisDepartment.
19. The Permittee, at least six (6) months prior,to the expiration of this
Permit, shall request its extension. Upon receipt of <the request, the
Commission will review theadequa.cy of the facilities described therein,
and if indicated, will extend the Permit,'for such period of time and
under such conditions and limitations as it may deem appropriate.

Permit issued this the 8th day of March, 1983.
NORTH CAROLINA ENVIRONMENTAL, MANAGEMENT C010aSSION
0 6gina6 Signed BY
FORREST R. W STALL
FOR
Robert F. Helms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. 7972

North Cardina Department of Natural
A
Resou rces&Community Development
Q
James B. Hunt, Jr., Governor James A. Summers, Secretary
"
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
October 4, 1984
Mr. William M. Sutton
Town Manager
Town of Waynesville
106 S. Main Street
Waynesville, North Carolina 28786
Subject: Permit No. 7972
Town of Waynesville
Wastewater Treatment Plant
Sludge Landfill
Groundwater Monitoring
Haywood County, North Carolina
Dear Mr. Sutton:
In accordance with the Town of Waynesville's sludge disposal landfill
Permit No. 7972, it is being required that Condition 17 of the Permit be
enacted. Condition 17 states that monitoring wells and a groundwater
monitoring program may be required of the Town of Waynesville at the
landfill as deemed appropriate by this Division.
On December 31, 1983, the Classifications and Standards Applicable
to the Underground Waters of the State of North Carolina were enacted with
the last revision becoming effective on September 1, 1984. In accordance
with these groundwater classifications, all facilities that may have an
impact on the groundwaters of the State are being required to have ground-
water monitor wells and must sample these wells at periodic intervals
deemed necessary by the Division of Environmental Management. These
monitor wells shall be installed by December 10, 1984.
The groundwater monitoring will consist initially of one well down -
gradient and one well upgradient of the landfill and shall be sampled
quarterly for the first year and semi-annually thereafter for the following
parameters*
Asheville Regional Office Interchange Building, 59Woodfin Place, R O. Box 370, Asheville, N.C. 28802-03-, 70 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr.fiilliam M. Sutton
Page 2
October 4, 1984
vpH
--D ssolved Solids, Total
Specific Conductance
1 Chloride
Sulfate
Sulfide
Ali trate
``iii tri to
Phosphorus, Total
Calcium
Magnesium
Sodium
Potassium
Zinc
LJ'ron
-Manganese
:-'Cadmium
,,-Chromium, Total
vCead
-Mercu ry
�Asen*
vPhenols
!,5i 1 ver
The parameters analyzed for may change as conditions warrant.
The monitor wells shall be constructed to a depth of ten feet into the
water -table. If bedrock is encountered during drilling or a water -table is
not present in the overburden, drilling should be stopped. If this occurs,
our office should be contacted so that arrangements for possible alternative
sites can be made. The monitor wells shall be constructed to the following
specifications:
A. The well should be constructed with thermoplastic water
well casing that:
1. shall be new;
2. the casing and joints shall meet or exceed all the
specifications of ASTM F-480-81, except that the
outside diameter will not be restricted to those
listed in F-480;
3. the maximum depth of installation for a given SBR
or Schedule number shall not exceed that listed
in Table 2 which is attached (suggest 2 -inch I.D.
Schedule 40); and
4. the top of the casing shall be terminated by the
drilling contractor at least twelve inches above
land surface.
B. The bottom of each well should be equipped with a ten -foot
section of well screen that:
1. is installed at a depth at which the bottom of the
well screen is ten feet below the top of the water -
table;
2. is constructed of thermoplastic pipe that conforms
to the specifications of the well casing used
(suggest 2 -inch I.D. Schedule 40 well screen or
slotted pipe);

Mr. William M. Sutton
Page 3
October 4, 1934
3. shall be equipped with a screen that will adequately
prevent the entrance of formation material into the
well after the well has been developed and completed,
4. the openings shall be designed to prevent clogging and
shall be free of rough edges, irregularities or other
defects that may accelerate clogging;
5. has such fittings as are necessary to seal the top of
the well screen to the casing and to close the bottom
end; and
6. is packed with sand or gravel of size dependent on the
nature of the formation materials
The well should have installed around the well casing, at the top of
the well screen and sand or gravel pack, a two -foot section or plug of
bentonite clay. ,above the bentonite clay, the well should be grouted
with neat cement or sand cement to the land surface. The entrance to the
well shall then be secured with a lock and be permanently labeled with a
warning that it is for monitoring only and not to be used for water supply
purposes. Protective devices shall also be placed around the well to
prevent damages to it by operations around the landfill.
I will contact you in the near future to discuss the location of the
monitor wells and the applications for permits to construct them.
Sincerely,
C�j Q,
Donald R. Link
Regional Hydrologist
DRL/ar
cc: Perry Nelson
Max Haner

REPORT OF TELEPHONE CONVERSATION
DATE: PROJECT: g
TIME: COUNTY -INCIDENT NO _ Z'
NAME/COMPANY:
//r" - e'rout

y,
4 IL- e- /I/va
0
WffMIESVIILE
OFFICE OF DIRECTOR OF
PUBLIC WORKS/UTILITIES
Town of WaynesvMe
July 24, 1992
ftU1%A!1qUnQW uQuyup -
®-;-A AM -
J. Russell Ashburn, III, P.E.
S & ME
44 Buck Shoals Rd., Unit G9
Arden, NC 28704
Re: Waynesville Sludge Disposal Landfill
'Notice to Proceed
Dear Mr. Ashburn:
Thank you for your interest and proposal on the referenced
site assessment project. You are authorized to proceed on
a unit rate basis using the proposed 1992 fee schedule. In
response to the state's review comments on the proposed scope
of work, please schedule a project planning meeting with DEM
Groundwater, S & ME and me in Asheville. It appears that we
may be skipping Tasks A, B & C and going directly to D. Also,
since our notification of exceedance, the State's Groundwater
Standards have undergone some revisions.
Enclosed for your files are the laboratory results from the
WWTP sludge samples.
Please call with the meeting schedule. I look forward to
working with S & ME.
Sincerel- -7
rederick L. aker, P.E.
Director of Public Works/Utilities
FLB:pm
cc:ohn Siler, Town Manager
,/Kay DeChant, DEHNR, DEM Groundwater*Section
POB 0-100, 106 SOUTH MAIN ST., WAYNESVILLE, NC 28786-0100 - PHONE [phone]

N l7 D H P 0 H A T f o REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
June 15, 1992
Mr. David Smith
Waynesville (Town of)
300 Walnut Trail
Waynesville, NC 28786
RE: PACE Project No. A20512.500
Client Reference: Sludge Analysis
Dear Mr. Smith:
Enclosed is the report of laboratory analyses for samples received
May 12, 1992.
If you have any questions concerning this report, please feel free
to contact us.
Sincerely,
Kay H. Parris
Project Manager
Enclosures
54 8avenscroft Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, California

pacoto
C 0 fl P O fl A T E D
REPORT OF LABORATORY ANALYSIS
TUE ASSURANCE Of OUALITY
Waynesville (Town of) June 15, 1992
300 Walnut Trail PACE Project Number
Waynesville, NC 28786
Attn: Mr. David Smith
Client Reference: Sludge Analysis
PACE Sample Number:
93 0031820
Date Collected:
05/12/92
Date Received:
05/12/92
Client Sample ID:
Digested
Parameter
Units
MDL
Sludge
SUBCONTRACT ANALYSIS
GCMS FOR VOLATILE ORGANICS -8240
Chloromethane
ug/kg
55
ND
Bromomethane
ug/kg
55
290
Vinyl chloride
ug/kg
55
NO
Chloroethane
ug/kg
55
ND
Methylene chloride
ug/kg
27
53
Acetone
ug/kg
55
7900
Carbon Disulfide
ug/kg
27
82
1,1-Dichloroethylene
ug/kg
27
ND
1,1-Dichloroethane
ug/kg
27
NO
Trans-1,2-dichloroethylene
ug/kg
27
NO
Chloroform
ug/kg
27
NO
1,2-Dichloroethane
ug/kg
27
NO
2-Butanone (MEK)
ug/kg
55
290
1,1,1 -Trichloroethane
ug/kg
27
ND
Carbon tetrachloride
ug/kg
27
ND
Vinyl acetate
ug/kg
55
ND
Bromodichloromethane
ug/kg
27
ND
1,1,2,2 -Tetrachloroethane
ug/kg
27
ND
1,2-Dichloropropane
ug/kg
27
ND
Trans-1,3-dichloropropene
ug/kg
27
ND
Dibromochloromethane
ug/kg
27
ND
1,1,2 -Trichloroethane
ug/kg
27
NO
Benzene
ug/kg
27
NO
Cis-1,3-Dichloropropene
ug/kg
27
NO
Bromoform
ug/kg
27
ND
MDL Method Detection Limit
NO Not detected at or above the
MDL.
54 Ravenscroft Drive Offices Serving: Minneapolis, Minnesota Charlotte, North Carolina
An Equal Opportunity Employer
Asheville, NC 28801 Tampa, Florida
TEL: [phone] Iowa City, Iowa
Asheville, North Carolina
New York, New York
FAX: [phone] San Francisco, California Pittsburgh, Pennsylvania
Kansas City, Missouri Denver, Colorado
Los Angeles, California

0 fi tj o R A T E opacl-44,REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. David Smith
Page 2
Client Reference: Sludge Analysis
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Parameter
SUBCONTRACT ANALYSIS
GCMS FOR VOLATILE ORGANICS -8240
2-Hexanone
4-Methyl-2-pentanone (MIBK)
Tetrachloroethylene
Toluene
Chlorobenzene
Ethyl benzene
Styrene
Xylenes, (total)
1,2 -Dichlorobenzene
1,3 -Dichlorobenzene
1,4 -Dichlorobenzene
INORGANIC ANALYSIS
INDIVIDUAL PARAMETERS
Cadmium
Chromium
Copper
Cyanide, Total
Lead
Nickel
Units MDL
ug/kg
55
ug/kg
55
ug/kg
27
ug/kg
27
u9/kg
27
ug/kg
27
ug/kg
27
u9/k9
27
ug/kg
18000
ug/kg
18000
ug/kg
18000
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
mg/kg
Nitrogen, Ammonia mg/kg
Nitrogen, Kjeldahl mg/kg
Nitrogen, Nitrate in Wastewater mg/kg
Nitrogen, Nitrite in Wastewater mg/kg
Nitrogen, Plant Available mg/kg
Zinc mg/k9
MDL Method Detection Limit
NO Not detected at or above the MDL.
UG = M07- PER 0futop/ 12J, b 68PA3 PER POutV I
June 15, 1992
PACE Project Numbe'
93 0031820
05/12/92
05/12/92
Digested
Sludge
NO
NO
NO
1100
NO
35
NO
410
NO
ND
NO
2.6
4.7
5.3
82
2.6
220
0.21
NO
26
50
13
65
2.6
7000
52.6
32000
5.3
38
1.1
1.6
53
10000
2.6
1900
54 Havenscroft Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, California
An Equal Opportunity Employer

pactoREPORT OF LABORATORY ANALYSIS
TRE ASSURANCE Of QUALITY
Mr. David Smith`.
Page 3
Client Reference: Sludge Analysis
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Parameter
ORGANIC ANALYSIS
GCMS FOR VOLATILE ORGANICS -8240
Date Analyzed
Trichloroethylene
GCMS FOR SEMIVOLATILE ORGANICS -8270
Date Analyzed
Phenol
bis(2-chloroethyl)ether
2 -Chlorophenol
1,3 -Dichlorobenzene
1,4 -Dichlorobenzene
Units
ug/kg
June 15, 1992
PACE Project NumbE
93 0031820
05/12/92
05/12/92
Digested
MDL Sludge
051992
27 NO
ug/kg
18000
ug/kg '
18000
ug/kg
18000
ug/kg
18000
ug/kg
18000
052892
ND
ND
ND
NO
ND
Benzyl alcohol
ug/kg
18000
ND
1,2 -Dichlorobenzene
ug/kg
18000
ND
2-Methylphenol
ug/kg
18000
ND
bis(2-Chloroisopropyl)ether
ug/kg
18000
NO
4-Methylphenol
ug/kg
18000
ND
n-Nitrosodi-n-propylamine
ug/kg
18000
ND
Hexachloroethane
ug/kg
18000
ND
Nitrobenzene
ug/kg
18000
ND
Isophorone
ug/kg
18000
ND
2-Nitrophenol
ug/kg
18000
NO
2,4 -Dimethylphenol
ug/kg
18000
ND
Benzoic acid
ug/kg
88000
ND
bis(2-chloroethoxy)Methane
ug/kg
18000
ND
2,4-Dichlorophenol
ug/kg
88000
ND
1,2,3-Trichlorobenzene
ug/kg
18000
NO
Naphthalene
ug/kg
18000
NO
4-Chloroaniline
ug/kg
18000
ND
Hexachlorobutadiene
ug/kg
18000
ND
4-chloro-3-methylphenol
ug/kg
18000
ND
MDL Method Detection Limit
ND Not detected at or above
the MDL.
54 Ravenscrolt Drive
Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville, North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California
Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, California

pac,le(. REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. David Smith
Page 4
Client Reference: Sludge Analysis
PACE Sample Number:
Date Collected:
Date Received:
Client Sample ID:
Parameter
ORGANIC ANALYSIS
GCMS FOR SEMIVOLATILE ORGANICS -8270
2 -Methylnaphthalene
Hexachlorocyclopentadiene
2,4,1 -Trichlorophenol
2,4,5 -Trichlorophenol
2-Chloronaphthalene
2-Nitroaniline
Units MDL
June 15, 1992
PACE Project Numbe
93 0031820
05/12/92
05/12/92
Digested
Sludge
ug/kg 18000 NO
ug/kg
18000
ND
ug/kg
18000
ND
ug/kg
88000
ND
ug/kg
18000
NO
ug/kg
88000
NO
Dimethyl phthalate
ug/kg
18000
NO
Acenaphthylene
ug/kg
18000
NO
3-Nitroaniline ,
ug/kg
88000
NO
Acenaphthene
ug/kg
18000
ND
2,4-Dinitrophenol
ug/kg
88000
NO
Dibenzofuran
ug/kg
18000
NO
2,4-Dinitrotoluene
ug/kg
18000
ND
2,6-Dinitrotoluene
ug/kg
18000
ND
Diethyl phthalate
ug/kg
18000
NO
4-Chlorophenyl phenyl ether
ug/kg
18000
ND
Fluorene
ug/kg
18000
ND
4-Nitroaniline
ug/kg
88000
NO
2-Methyl-4,6-dinitrophenol
ug/kg
88000
NO
N-nitrosodiphenylamine
ug/kg
18000
NO
Hexachlorobenzene
ug/kg
18000
NO
Pentachlorophenol
ug/kg
88000
NO
Phenanthrene
ug/kg
18000
NO
Anthracene
ug/kg
18000
ND
Di -n -butyl phthalate
ug/kg
18000
NO
Fluoranthene
ug/kg
18000
NO
Pyrene
ug/kg
18000
NO
3,3-Dichlorobenzidine
ug/kg
36000
NO
MDL Method Detection Limit
NO Not detected at or
above the MDL.
54 Ravenscroft Drive Offices Serving: Minneapolis, Minnesota
Charlotte, North Carolina
An Equal Opportunity Employer
Asheville, NC 28801
Tampa, Florida
Asheville,
North Carolina
TEL: [phone]
Iowa City, Iowa
New York, New York
FAX: [phone]
San Francisco, California Pittsburgh, Pennsylvania
Kansas City, Missouri
Denver, Colorado
Los Angeles, California

pacto REPORT OF LABORATORY ANALYSIS
THE ASSURANCE OF QUALITY
Mr. David Smith June 15, 1992
Page 5 PACE Project Number: A2051251
Client Reference: Sludge Analysis
PACE Sample Number: 93 0031820
Date Collected: 05/12/92
Date Received: 05/12/92
Client Sample ID: Digested
Parameter Units MDL Sludge
ORGANIC ANALYSIS
GCMS FOR SEMIVOLATILE ORGANICS-8270
Benzo(a)anthracene ug./kg 18000 ND
Bis(2-ehtylhexyl)phthlate ug/kg 18000 35000*
Chrysene ug/kg 18000 ND
Di-n-octylphthalate ug/kg 18000 ND
Benzo(b)fluoranthene ug/kg 18000 ND
Benzo(k)fluoranthene ug/kg 18000 ND
Benzo(a)pyrene ug/kg 18000 ND
Indeno(1,2,3,-cd)pyrene ug/kg 18000 NO
Dibenzo(a,h)anthracene ug/kg 18000 ND
Benzo(g,h,i)perylene ug/kg 18000 ND
* Possible Laboratory Contaminant
MDL Method Detection Limit
ND Not detected at or above the MDL.
These data have been reviewed and are approved for release
Barbara M. Miller
Supervisor, Inorganic Chemistry
'
Wfn&
Walter L. Miller
Regional Director
54 flavenscrolt Drive Offices Serving: Minneapolis, Minnesota Charlotte, North Carolina An Equal Opportunity Employer
Asheville, NC 28801 Tampa, Florida Asheville, North Carolina
TEL: [phone] Iowa City, Iowa Now York, New York
FAX: [phone] San Francisco, California Pittsburgh, Pennsylvania
Kansas City, Missouri Denver, Colorado
Los Angeles, California

From:
STATE o-
i North Carolina Department of Environment
Health, and Natural Resources gq '
Qu" Printed on Recycled Paper

State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor Ann B. Orr
William W. Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT Regional Manager
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
May 5, 1992
Mr. Frederick L. Baker
Town of Waynesville
Post Office Box C-100
Waynesville, North Carolina 28786
Dear Mr. Baker:
Subject: Sludge Disposal Landfill
Town of Waynesville
Permit No. WQ0000195
Haywood County, North Carolina
Thank you for meeting with me on April 28, 1992 at the
subject site. Following is a summary of our discussion on
that date and comments:
1. The entire extent (areal and vertical) of
groundwater contamination shall be delineated. Per
your request, I have enclosed a list of consultants
for reference.
2. A sample of the sludge shall be collected and
analyzed to the lowest method detection limit
according to EPA Methods 8240 and 8270. The purpose
of this requirement is to help determine if the
groundwater contamination is the result of the
sludge landfill, or from the former refuse landfill
at that same location.
3. A sample shall be collected from the water supply
J 1,.. -7well located on the adjacent property immediately
PJ downgradient of the landfill. The sample shall be
analyzed to the lowest method detection limit
lit
according to EPA Methods 601, 602, and 625.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Frederick L. Baker
May 5, 1992
Page 2
4. A survey shall be conducted to identify any
groundwater users within 1,500 feet of the landfill.
5. I find it reasonable that a proposal for the
contamination assessment, and a monitor well permit
application be due in this office by May 18, 1992.�,�%'=
This shall include a schedule of the proposed r
activities.
If you have any comments or questions, please contact me
at [phone]. Thank you for your cooperation.
Sincerely,
Laura Kay Dechant
Hydrogeologist
LKD/gc
Enclosures
cc: Jim Patterson
Max Haner
Burrie Boshoff

� s to SrniF o
State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor Ann B. Orr
William W. Cobey, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
March 25, 1992
Mr. Fred Baker
Town of Waynesville
Post Office Box C-100
Waynesville, North Carolina 28786
Dear Mr. Baker:
Subject: Compliance Monitoring Data Review
Town of Waynesville
Permit No. WQ0000195
Sludge Disposal Landfill
Haywood County, North Carolina
I have reviewed the analytical data (enclosed) from
groundwater samples collected on January 13, 1992 at the
subject site. It is noted that there are exceedances of the
State's Groundwater Standards (NCAC Title 15 Subchapter 2L) as
follows:
MONITOR WELL N 91y 2
1 , 1 -Dichloroethane
70�� Acis -1 , 2-Dichloroethene
1,2-Dichloroethane
/.
:;v "'l
, 4 -Dichlorobenzene
Benzene
MONITOR WELL N 91y 4
t 1,1-Dichloroethane
,),„cis-1,2-Dichloroethene
aTetrachloroethene
1,3 -Dichlorobenzene
:,`.`11,4 -Dichlorobenzene
0�1,2-Dichlorobenzene
11 ug/L
6.6 ug/L
0.40 ug/L
0.54 ug/L
3 ug/L
0.62 ug/L
1.1 ug/L
0.87 ug/L
Detected below quantitation
limit
0.62 ug/L
0.32 ug/L
Interchange Building;, 59 Woodfin Place, Asheville, N.C. 28801 • Telephone [phone]
An Equal Opportuniry Affirmative Action Employer

i
Mr. Fred Baker
March 25, 1992
Page 2
For facilities permitted prior to December 30, 1983, the
Compliance Boundary is established at a distance of 500 feet
from the waste boundary, or the property boundary, whichever
is less. The Compliance Boundary is specified by regulations
in 15 NCAC 2L Classifications and Water Quality Standards
Applicable to the Groundwaters of North Carolina (enclosed).
When the concentration of any substance equals or exceeds
the maximum allowable concentration of that substance at or
beyond the Compliance Boundary, the permittee shall assess the
cause, significance and extent of the violation of groundwater
standards.
In order to comply with NCAC Title 15 Subchapter 2L, you
are required to construct two additional monitor wells for the
purpose of defining the extent of groundwater contamination.
Please contact me at [phone] for approval of
location and construction details of the proposed monitor
wells.
Thank you for your cooperation.
Sincerely,
Laura Kay Dechant
Hydrogeologist
L,KD/gc
CC: Bob Cheek

A
,l«
EC K, %
tpater ;
A
4NM
FE'S = I ," i 1 .
State of North Carolinaslt"=11=
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27626-0535
James G. Martin, Governor
William W. Cobey, Jr., Secretary
Mr. William Sutton
Town of Waynesville
Post Office Box C - 100
Waynesville, N. C. 28786
Dear Mr. Sutton:
George T. Everett, Ph.D.
Director
February 10, 1992
Subject: Minor Modification -Permit No. WQ0000195
Town of Waynesville
Sludge Disposal Landfill
Haywood County
On May 26, 1989, the Division of Environmental Management issued the subject permit to
the Town of Waynesville. Upon review of this permit, the Division has determined that a minor
modification should be made to condition 26 of Permit No. WQ0000195, which was issued on
May 26, 1989; therefore, please note that the requirement for submitting records to the Asheville
Regional Office in condition 26 is hereby deleted. This condition is now modified to require that
an annual summary report (three copies) of the records required in condition 26 be submitted on or
before March 1 of the following year, by the Town of Waynesville, to the following address:
NC Division of Environmental Management
Water Quality Section
Facility Assessment Unit
PO Box 29535
Raleigh, NC 27626-0535
All other conditions and limitations expressed in Permit No. WQ0000195, which was issued on
May 26, 1989, remain unchanged.
If this modification is unacceptable to you, you have the right to request an adjudicatory
hearing upon written request within thirty days following receipt of this permit modification. This
request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P. O. Drawer
27447, Raleigh, N. C. 27611-7447. Unless such demands are made, this permit modification
shall be final and binding.
Pollution Prevention Pays
P.O. Boz 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

If you have any questions regarding this matter, please contact Mr. Randy Jones at
919/733-5083.
Si&V:l
&—
Get
cc: Haywood County Health Dept.
Asheville Regional Office, Water Quality
Asheville Regional Office, Groundwater
Groundwater Section (Jack Floyd)
Facilities Assessment Unit

ST
41
State of North Carolina
Department of Natural Resources and Community Development
Division of )environmental Management
512 North Salisbtiry Street 0 Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul V1'i1rn
S. Thomas Rhodes, Secretary Director
GROUNDWATER SECTION
January 6, 1989
Town of Waynesville
106 South Main St.
Waynesville, NC 28786
Attn: Mr. Matt Matteson
SUBJECT,: Non -Discharge Permit No. W00000195
Town of Waynesville
Sludge Disposal Landfill
Haywood County
Dear Mr. Matteson:
In accordance with the policy of the Division of
Environmental Management to ensure the good quality of North
Carolina's groundwater, the referenced Permit requires
several activities related to groundwater monitoring. The
following guidelines are presented to assist you in
complying with those requirements.
1. Condition No. 16: The North Carolina Well Construction
Standards 15 NCAC .0107(b) requires that a permit be issued.
prior to construction of any monitor well, and thus permit
application forms are attached for your convenience. To
facilitate the permitting process and discuss the location
and construction requirements relevant to your specific
facility, you should contact:
Asheville Regional Office
159 Woodfin Street
Asheville, NC 28801
[phone]
Hyd. Reg. Supervisor: Don Link.
Pollution Prevention Palls
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] t,.pila�j$ip C ewimal Offi p -
An Equal Opportunity Affirmative Action Employer x

Condition No. 17: Sampling of the above referenced
wells on the schedule and for the constituents listed
below:
SCHEDULE: The monitor wells must be sampled
initially after construction and
thereafter every March, July and November.
CONSTITUENTS:
NO3
Total Ammonia
TDA
Total Coliform
PH
TOC
TOX
Cadmium
Chloride
Aluminum
Potassium
Na
Copper
5044
Zinc
WaLr Level
The measurement of water levels must be made prior to
sampling for the remaining parameters.
In the event that a TOX concentration of 5.0 ppb or
greater is detected, any individual halogenatedorganic
compound(s) present at or above the method detection
limit (MDL) must be identified and quantified utilizing
EPA Method 601, 602, 604 and 611.
A supply of forms (GW -59) on which the analytical
results must be reported are attached. Instructions are
provided on the reverse of the white copy of each 3 -part
form. The analytical results should be sent to the address
shown at the top of the form and are due in our office no
later than the last working day of the month following
sample collection.
Additional forms will be provided upon receipt of the
attached form GW -59 R0.
If you have any questions, please do not hesitate to
contact me at [phone].
Sincerely,
/clt y f C/veli-'rt
Robert B. Cheek
Supervisor
Permits and Compliance
Groundwater Section
Attachments
cc: Nargis Toma

TOWN of WA NEsuiRE
OFFICE OF DIRECTOR OF
r.a►,r PUBLIC WORKS/UTILITIES
December 27, 1988
L
cm s x, t -.
r
Mr. Arthur Mouberry
NC DNRGD, Division of Environmental =`-
Management
P. 0. Box' 27687
Raleigh, NC 27.611-7687
Re: Permit No. WQ0000195
Town of Waynesville, Sludge
Disposal Landfill
Dear Mr. Mouberry:
Receipt of the referenced permit is acknowledged as of
December 9, 1988. Unfortunately, one set of approved plans';
and specifications has not been received.
With respect to item 16 of the permit conditions and
limitations which requires installation of one downgradient
monitor well within 90 days, we reserve the right to request
an adjudicatory hearing. Per our telephone conversation
today, I am attempting to contact Don Link with the Ground-
water Section to investigate the location and rationale for
this well. We believe that the Town has already complied
,with the necessary downgradient monitoring well needs with
the installation in June 1988 of a second downgradient well.
After clarification of this permit requirement by Mr. Link,
or recipt of approved plans showing the proposed monitoring
location a determination will be made regarding a demand
for a hearing.
Sincerely, ---�
-_/Frederick; Baker, P.E.
Director of Public Works/Utilities
FLB/pm
cc : V Max Haner
Bill Sutton
MUNICIPAL- BU-ILDING •- WAYNESVILLE,-NORTH CAROLINA 28786 + [phone]

TOWN OF WAYNESORE
<,., OFFICE OF DIRECTOR OF
a"td`'► PUBLIC WORKS/UTILITIES
December 27, 1988
Ef JE 0
#ert.f�r -, 1., i:j e..i10
Mr. Arthur Mouberry
NC DNRCD, Division of Environmental
Management
P. 0. Box' 27.687,
Raleigh, NC 27611-7687 ,4
Re: Permit No. WQ0000195
Town of Waynesville, Sludge
Disposal Landfill
Dear Mr. Mouberry
;Receipt of the referenced.permit is acknowledged as of
December 9, 1988. Unfortunately, one set of approved plans
and specifications has not been received.
With respect to item 16 of the permit conditions and
limitations which requires installation of one downgradient
monitor well within 90 days, we reserve the right to request
an adjudicatory hearing. Per our telephone conversation
today,, I am attempting to contact Don Link with the Ground-
water Section to investigate the location and rationale for
this ''well. We believe that the Town has already complied
with 'the necessary downgradient-monitoring well needs with
the installation in June 1988 of a second downgradient well.
After clarification of this permit requirement by Mr. Link,
or recipt of approved plans showing the proposed monitoring
location a determination will be made regarding a demand
for a hearing.
Sincerely,r7
Frederick Baker, P.E.
Director of Public Works/Utilities
FLB/pm
cc : V Max Haner
Bill Sutton
MUNICIPAL BUILDING • WAYNESVILLE, NORTH CAROLINA 28786 • [phone]

DIVISION OF ENVIR(
GROUNDWArl
October
M E M O R A N D U M
TO: Don Link `
g
FROM: Mike Cleary Ni c
SUBJECT: Town of Waynesville
Proposed Monitor Well Location
GW 88220
Enclosed please find a copy of a map which indicates
our recommendation for the location of a new monitor well.
Once the well has been installed, please forward to us a map
showing the final location of the well..
cc: Permit Issuance Files
Central Files
tej
V
P000fia! Of We
�, fi

DIVISION OF ENVIRONMENTAL MANAGEMENT
V
GROUNDWATER SECTION
October 7, 1988
MEMORANDUM
TO: Arthur Mouberry
THROUGH: Bob Cheek
FROM: Bill Rei4
SUBJECT: Town of Waynesville
Renewal and Amendment of Permit No. 7972R
Disposal of Alum Sludge
Haywood County
WQ0000195/GW88220
(Jack Floyd: DEM SERG Review Engineer)
The Groundwater Section has reviewed the subject permit
application and recommends issuance of the permit with the
following comments and recommendations:
1. Condition No. 19 of the current permit should be
deleted as it is unnecessarily redundant with a
later condition. �X)o.2►)
2. Condition No. 20 of the current permit should be
changed to read as follows:
Within 90 days of permit issuance, one (1)
downgradient monitor well shall be installed to
monitor groundwater quality. The location and
construction details for this well shall be by
approval of the Asheville Regional Office, from
which a well construction permit must be obtained.
3. Condition No. 21 of the current permit should be
changed to read as follows:
The new monitor well and the three (3) existing
monitor wells (total: 4 wells) shall be sampled
every March, July and November for the following

parameters:
NO pH
Toial Ammonia TOC
TDS Chloride
Water Levels Total Coliforms
Aluminum Cadmium
Potassium Zinc
Sodium TOX (in Nov. only)
so Copper
The measurement of water level must be made prior
to sampling.
The new monitor well must be sampled (initially)
immediately following construction for the
parameters specified above.
The analytical methods used for TOX must be
capable of detecting the total of all halogenated
organic compounds present at a concentration of
5.O parts per billion (ppb) or greater. In the
event that a TOX concentration of 5.0 ppb or
greater is detected, any individual halogenated
organic compound(s) present at a concentration at
or above the method detection limit (MDL) must be
identified and quantified utilizing EPA methods
601, 602, 604 and 611.
The results of the sampling and analysis shall be
sent to the N.C. Division of Environmental
Management on Form GW -59 [Compliance Monitoring
Report Form] every April, August and December.
JWR/MC/tej
cc: Roy Davis/Don Link
Central Files
Permit Issuance Files

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
October 7, 1988
MEMORANDUM
TO: Arthur Mouberry
THROUGH: Bob Cheek t46( -
FROM: Bill Reid#
SUBJECT: Town of Waynesville
Renewal and Amendment of Permit No. 7972R
Disposal of Alum Sludge
Haywood County
WQ0000195/GW88220
(Jack Floyd: DEM SERG Review Engineer)
The Groundwater Section has reviewed the subject permit
application and recommends issuance of the permit with the
following comments and recommendations:
1. Condition No. 19 of the current permit should be
deleted as it is unnecessarily redundant with a
later condition. 4/06.21)
2. Condition No. 20 of the current permit should be
changed to read as follows:
Within 90 days of permit issuance, one (1)
downgradient monitor well shall be installed to
monitor groundwater quality. The location and
construction details for this well shall be by
approval of the Asheville Regional Office, from
which a well construction permit must be obtained.
3. Condition No. 21 of the current permit should be
changed to read as follows:
The new monitor well and the three (3) existing
monitor wells (total: 4 wells) shall be sampled
every March, July and November for the following

parameters:
NO
Toial Ammonia
TDS
Water Levels
A lumi num
Potassium
Sodium
SO4
pH
TOC
Chloride
Total Coliforms
Cadmium
Zinc
TOX ( in Nov. only)
Copper
The measurement of water level must be made prior
to sampling.
The new monitor well must be sampled (initially)
immediately following construction for the
parameters specified above.
The analytical methods used for TOX must be
capable of detecting the total of all halogenated
organic compounds present at a concentration of
5.0 parts per billion (ppb) or greater. In the
event that a TOX concentration of 5.0 ppb or
greater is detected, any individual halogenated
organic compound(s) present at a concentration at
or above the method detection limit (MDL) must be
identified and quantified utilizing EPA methods
601, 602, 604 and 611.
The results of the sampling and analysis shall be
sent to the N.C. Division of Environmental
Management on Form GW -59 [Compliance Monitoring
Report Form] every April, August and December.
JWR/MC/tej
cc: Roy Davis/Don Link
Central Files
Permit Issuance Files

September 21, 1988
NPDES STAFF REPORT AND RECOMMENDATIONS
Haywood County, North Carolina
Permit No. WQ 195 (79728 reissue)
PART I - GENERAL INFORMATION
1. Facility and Address: Waynesville Sludge Disposal System
Town of Waynesville
106 South Main Street
Waynesville, North Carolina 28786
2. Date of Investigation: September 13, 1988
3. Report Prepared By: Max L. Haner / ARO
4. Persons Contacted and Telephone Number: Frederick L. Baker
Director Public Utilities
Bill Grasty, WWTP Supt
S. Directions to Site: Existing landfill is located in tract of
land adjacent to ( NE Quad) the intersection of US HWY 276 and
US19/23 Bypass. The existing site is further bounded by the
Hillcrest Memorial.Gardens Cemetery to the Southeast. Access from
NCSR 1200. Land application.pite #1 is located adjacent to access
road to Waynesville WWTP, approximately 0.7 mile east of NC HWY
209 near I-40. Land application site #2 is located on same
property as existing wwtp, approx 0.8 mile east of NC HWY 209.
6. Discharge Point - Latitude: N/A
Longitude: N/A
Attached a USGS Map Extract and indicate treatment plant site and
discharge point on map. SITE LOCATION MAP ATTACHED
USGS Quad No. or USGS Quad Name_Clyde, NC
7. Size (land available for expansion and upgrading): Existing
landfill site.has approximately 6 1/2 acres remaining. Land
application sites #1 & #2 have 10 acres & 6 acres, respectively.
8. Topography (relationship to flood plain included): Existing
landfill is on slightly mountainous terrain. Sites #1 & #2 are
in the flood plain.
9. Location of nearest dwelling: Existing landfill - approx 500 ft
Site #1 - one home approx 200 ft west, one additional home owned
by applicant (town), Site #2 - approximately 500 ft.
10. Receiving stream or affected surface waters: N/A

PART II DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: o Domestic
Industrial
a Volume of Wastewater: MGD
b. Types and quantities of industrial wastewater:
c.- Prevalent toxic constituents in wastewater:
d. Pretreatment Program (POTWs only)
in development approved
should be required not needed
2. Production rates (industrial discharges only) in pounds
a. highest month in the last 12 months
b. highest year in last 5 years
3. Description of industrial process (for industries only) and
applicable CFR Part a`nd Subpart:
4. Type of treatment(specifywhether proposed or existing):
5. Sludge handling and disposal scheme: Existing landfill to
continue to receive dewatered sludge at approx 24% solids.
Proposed use of sites #1 & #2 will accept liquid sludge from
digester mixed with alum sludge from potable water treatment
plant at mixture of approx 33% (alum).
6. Treatment plant classification:
7. SIC Code(s)
Wastewater Code(s)

PART III - OTHER PERTINENT INFORMATION
1. Is-this"facility being constructed with Construction Grants Funds
(municipals only)?
2. Special monitoring requests:
3. Additional effluent limits requests:
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS: The existing
sludge landfill was expanded August 7,1985 by State Permit No
79728 providing for disposal of dried sludge by burial in,
trenches One trench had been constructed in the expanded area
and was partially filled. Monitoring wells had been constructed
required by the permit (Condition 17). Essentially 4 to 4.5 acres
of effective application area still remain. It is recommended
that the existing landfill permit be reissued as requested. As
the Town has indicated a willingness to accept waste sludge in
this site from a sister town (Clyde, NC); see attached
letter, it is recommended that condition No 11 be reworded to
allow dewatered'sludge from other domestic type wastewater
treatment facilities presuming the Town in question supply
Waynesville with satisfactory results from an EP Toxicity Test
certified as noxi -toxic by the NC Dept of Human Resources.
Dewatered alum sludge from the Town's water treatment plant may
be added to the landfill as necessary and under guidance
conditions from this Division's Ground Water Section.
Sites 1&2: Applications incomplete. Due to sites being in flood
plain, a berm separating these sites from flood waters i.c
required. Buffering restrictions to off property dwellings
(400 ft) existing stream known as Jones Branch (100 ft),
property lines (100 ft), and public right of way,if appl.-.cable
(50 ft),severely limit applicability of site #1 unless
formal easements can be executed from off -property concerns.
Application should also include formal agreement by landowner
of site; #1 to accept sludge on site. Additional information
required to complete application isas follows:
1. Soil test report detailing evaluation of lawn, fescue,
and silage as cover crops.
2. Calculations showing,application of sludge at
non -agronomic rates as support for Site Assimilative
Capacity paragraph submitted b applicant; F. Baker,PE
j
S
V- v Vv
of Report Preparer
r!rgt�6 R fi
Water Quality Regional Supervisor

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DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
MEMORANDUM
To: Don k1 nK
DATE q%/ y1S-S�
FROM: Bill Reid
I V
As %iijje Regional Office
SUBJECT: Application forRenewa /Amendment of Permit No. 717), R
New ermit
Facility Name TOVA &7'0 W v% nesyille
County
Type of Project 1�{un:ci�a�-S��a�o,endll
Applicable Permit Numbers : &WQ 0060195" GWF- r ;L.16
We have received a copy of the above referenced application,
which was sent to your regional office for comment on or about
1988.
You should review the application package for completeness and
adequacy of relevant information and submit your request for
additional information to me (via telephone or memo) by
Seo -4m, e,- , 1988 so that all required information can be
requested from the applicant at one time. A copy of our formal
request to the applicant for additional information will be
provided to you.
If you do not require additional information from the
applicant to complete your evaluation of the project, you should
review the application package and submit your comments to me by
O r.--oLer .5- , 1988.
If a copy of the application package has not been made
available to your office, PLEASE LET ME KNOW IMMEDIATELY so
copy can be forwarded to you as soon as possible.
MDC/APPMEMO

GROUNDWATER SECTION GW # �g
DIVISION OF ENVIRONMENTAL MANAGEMENT
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
REVIEW BY M ILTDA) Ut 94 DATE FIELD INVESTIGATION? (Y/N) _
FACILITY NAME U6&41k54kua jM ju24p*z_ LAiuDaucoUNTY
LOCATION
TYPE OF DISPOSAL SYSTEM ( LAGOON, ETC.) m-R_4wQ_-A DESIGN CAP. ( GPD )
DESCRIPTION OF FACILITY SsQ &S ci• AVftox►w1hT1Z" 1461 bEa.� AND
_Lo ( 4 )i b9_ Tv T59: Fr"iu.6� GOn-* 'GL4A M' c
SIZE OF IMPOUNDMENT (FT. SQ) & / OR SIZE OF APPLICATION AREA
WASTE SOURCE: aMUN. SLUDGE MUN. W. WATER: r_� PRIMARY SECONDARY F-1 TERTIARY
[]IND. SLUDGE IND. W. WATER OTHERS
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM =16 FT., WELL FT.
FOR WELL: TYPE OF USE
, DEPTH , PUMP RATE ( EST. )
WHAT DESIGN CONDITIONS WILL REDUCE/ INCREASE RCHANCE
OF GW CONTAMINATION:
cl I
WHAT NATURAL SITE CONDITIONS WILL REDUCE / INCREASE CHANCE OF GW CONTAMINATION:
DEPTH TO: BEDROCK FT. , SEASONAL HIGH W. T. _
SURFICIAL AQUIFERI
GEN. LITHOLOGY
HYD. COND. lAk) FT./DAY FIMEASURED
11 ESTIMATED
+THICKNESS LlA) QpyW FT.
FT. , ANNUAL W. T. FLUX: FT.
BEDROCK / ARTESIAN AQUIFER
t,(A1kA)y%QA FT./DAY MEASURED
ESTIMATED
NO. OF MONITOR WELLS: PROPOSED: UP DOWN ; EXISTING : UP DOWN _A
FROM WORKSHEET: SITE NUMERICAL DESCRIPTION =4 .& -2- J -L__ 1---- 5 F t—
T 1 2 3 4 5 6 6A 6B
SITE GRADE (HYDROGEOL.) = D SITUATION GRADE =
PROPOSED SAMPLING SCHEDULE & PARAMETER(S) : &LA:A� aiRj. 62ADwkaM 6A%'awA n
REMARKS/RECOMMENDATIONS =�4 llst-_ eA)Xji?fir 40_TA)nA , lk"AL-L. !Lm r4
,W-48 Revised 8/87
I'll77
SUPERVISOR

WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET
rcidlity :
OA
2A
4A
6A
County:
8A
9A
More than 95
1
GW#:
I'
II
1 11
1
II
1
Reviewer :
1
11
25-29
OB
1C
ID
Date :
3E 4G
5F
6E
7F
BE
9G
2221
75-94
20-24
OC
2C
IE
3D
4D SE
Determine the distance
Point value
0 1 2
3 4
5 6 7
8 9
9N
60-74
on ground between con-
OD
38
IF
4C
4E 6C
5H
7D
taminotkxn source and
Distance h
2000 + 75-149
300X150
1000
35-49
10-19
Distance
Pt. Value
water supply (well or
meters
- 20
-299
- 74 20-34
0-9
(Step 1)
dream).
Distance In
0200+ 1001-3100
251-500
101-160
31-60
1B
6B
2E
feet
3100-6200 501-1000 161- 250 • 61-100
0-30
81)
7.1
NQUL If water table In permeable bedrock pt. value -6; In poorly permeable bedrock
9K
9Q
10-27
Less than 3
1B
813
pt. value - 4
8C I
5D 9B
5K
Step 2
Point value
0 1 2
3 4
5 6 7
8 9
6
Z_
Estimate the depth
to the water table
Meters
60+ 30.60 20.29
12-29 8.11
5-7 3-4 1&25
b-1 0
Depth
Pt. Value
below base of con-
Feet
200+ 91-200 61-90
3660 26.35
16-25 9-15 3 8
0 2 0
W.T.
(Step 2)
tamination source
more than 5 % of
the year.
Stab 3
Pcktyak e
0 ,2
a 4
5
>
5
Estimate water
Water table
Gradient Gradient
Gradlent
Gradient Gradient
Gradient
Gradient
Pf. Value
table gradient
gradient and
away from almost
less than
less than greater
greater
(Step 3)
from contomin-
flew diectio n
all water flat
2 percent
2 percent than 2
than 2
ation site
supplies that
toward
towaed percent
percent
are closer
water
water toward
toward
than 1000
supply but
supply water
water
meters
not the
and Is the supply
supply
anticipated
anticipated but not
and Is the
direction of
direction of the ontF
anticipated
flow
flow cipated
direction
direction
of flow
Of flow
Stag 4
Estimate of
permeability -
sorption for the
waste disposal site.
(2) A Row - Rock > 100
feet below H
land J �
(3)l column - bedrock 3
ypoorly w
LL 0
O�
(4) II column -bedrock- � U
rekztor ry ey F ? C
permeable
Cloy with Clean
no more Sand with Sand with gravel or
than 50 %. 15-30% less than Clean fine coarse
Clav en 4 _k., is a _
More than 30
OA
2A
4A
6A
8A
9A
More than 95
1
I
I'
II
1 11
1
II
1
11
1
11
25-29
OB
1C
ID
2F
3E 4G
5F
6E
7F
BE
9G
9M
75-94
20-24
OC
2C
IE
3D
4D SE
5G
6F
7G
8F
9H
9N
60-74
15-19
OD
38
IF
4C
4E 6C
5H
7D
7H
BG
91
90
46-59
10-14
OE
4B
2D
58
4F 6D
51
7E
71
9D
9J
9P
28-45
3-9
1B
6B
2E
7B
5C�C
; Si
81)
7.1
9E
9K
9Q
10-27
Less than 3
1B
813
3C
8C I
5D 9B
5K
9C
7K
9F I
9L
9R
Len than i
Bedrock at kind surface; l - 5Z, I I = 9Z
Sfax 5
Degree of confidence In accuracy of values
Step 6A
Point of concern with regard to contangnant source Is
Note : If Bedrock at land surface, lose 10 (pin appropriate letter)
A = very confident
B = fairy confident
C -with low confidence
W - near by well
S - spring / dream
B = perimeter of compliance
3120 61 AddlHo nal Qualifier (arcle Orgy One)
D = Cone of depression of nearby pumping well has,
or will Only, influence contcn*xx t flow
E = Distance In Step 1 based on separation from
contaminant plume rather than point source
F - Waste source In groundwater discharge area,
thus minimal groundwater contcmiwitio n at depth / didamce
K = Area underlain by caverous limestone
M - Firid mounding under site highly likely
P - Site has poor percolation potential (value at 3 or loss in Step 4 )
Q = Wade source In groundwater recharge area
T - Water table In very highly fractured or caverous rock
Y = Site underlain by 1 or more artesian aquifers
-L
Category
(Step 4)
Confidence
(Step 5)
Point of Concern
(Step 6A)
L
Qualifier
(Step 68)

WASTE DISPOSAL PERMIT APPLICATION REVIEW WORKSHEET (CONT.)
202
Site Nume�rr deacrlptlon _
Told Step 1 Slop 2 Slep 3 Step 4 Step 5 Step 6A Step 68
( Add Steps 1 - 4 (Omit letters) )
Site Grade Based on Hydrogeologlo Parameters
fib"
Hazard Potential Matrix Identlllm ( HPM )
( Choose One) D G I
B C H + _..
A C F
HPMI
awl
SITUATION RATING TABLE
To be used for Step 9 ( Natural) and Step 10 ( Modified) (Step 10)
SITUATION RATING PROBABILITY OF SITUATION
( Combined Value) CONTAMNATION DEGREE OF ACCEPTABILITY GRADE
8 or less improbable Probably 000eptable A
-7 Ila -4 ? Probably acceptable or B
rnarghaly unoouepiable ti
-3to+3 ? Acoeptinceuncerlah r C A
+4 to +7 Probably Probably uiaoospluble D
or marghay acceptable
+8 or more Very Probable Almost certain to be F
unacceptable
The probabiltyof contomaminatlon from situations having values between t 7 and - 7 Is difficult to categortze
satisfactorily. Therefore, this range of values represented by grades B and C. Is designed only by a question mark.
Acceptance or rejection of as aIle for the intended purpose Is a responsbillly of the particular regulatory agency
and may depend on special requirements of the agency or on feasibMty and execution of approved
engineering of a site ( Stage 4 ).
Told
Perm/Sorg.
HM
(1) Numerical Site Description ( from Step 7)
7
+ 2 G
(2) PAR VALUE (Stage 3)
S
SITUATION RATING: (1) - (2)
Q
z --
(table below)
SITUATION GRADE
Q
no site m na
(see table below)
Step SITUATION GRADE
site modIRMUT
(see table below)
SITUATION RATING TABLE
To be used for Step 9 ( Natural) and Step 10 ( Modified) (Step 10)
SITUATION RATING PROBABILITY OF SITUATION
( Combined Value) CONTAMNATION DEGREE OF ACCEPTABILITY GRADE
8 or less improbable Probably 000eptable A
-7 Ila -4 ? Probably acceptable or B
rnarghaly unoouepiable ti
-3to+3 ? Acoeptinceuncerlah r C A
+4 to +7 Probably Probably uiaoospluble D
or marghay acceptable
+8 or more Very Probable Almost certain to be F
unacceptable
The probabiltyof contomaminatlon from situations having values between t 7 and - 7 Is difficult to categortze
satisfactorily. Therefore, this range of values represented by grades B and C. Is designed only by a question mark.
Acceptance or rejection of as aIle for the intended purpose Is a responsbillly of the particular regulatory agency
and may depend on special requirements of the agency or on feasibMty and execution of approved
engineering of a site ( Stage 4 ).

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GROUNDWATER SECTION
u1VISION OF ENVIRONMENTAL MANAGE;-,i\IT
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
POTENTIAL GROUNDWATER POLLUTION SOURCE SITE DESCRIPTION
REVIEW BY: 9 r nt g i C. r �- t Al lG DATE: -
TOWN: AJANESt/t(ce- COUNTY:��
NAME OF FACILITY OR INSTALLATION:�dt-S�V1a6-
ADDRESS: JA4 Ydest/t((6- ^f C-- TELEPHONE:
OPERATOR OR CONTACT PERSON
ADDRESS:�iu
TELEPHONE:
LOCATION (SKETCH ON BACK) : ^fC S-�e do( -F CJS Z76
1 x1 1
TYPE SOURCE
QI LAT. 1 30 33
(LANDFILL, LAGOON, ETC.): _
LONG. gZ S -91L ELEV . Z 740
TYPE AND QUANTITY OF POLLUTANTS: C'AA.Cl� t C -Tje+E
DESCRIPTION OF FACILITY OR SITE (SKETCH ON BACK)
m
a
HYDROGEOLOGIC CONDITIONS AT SITE: W im- -1*15 ('65 70 r
DESCRIPTION OF UNCONSOLIDATED MA.TERIA.LS: -:S7r LTY-- CC4

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TYPE OF BEDROCK ( FRACTURED GRANITE GNEISS, ETC.): C��A 176- C.A(-1 5S
DEPTH TO BEDROCK (FEET):
HYDROGEOLOGIC UNIT: 15W6- �f � �� /IcUlA i 11(AQ46-,p Cor IC �i
DEPTH TO WATER TABLE (FEET):
TOPOGRAPHY (PERCENT SLOPE, COPY OF TOPO., ETC.): ,/��--,��'o �Lye��'E- 0(J i
NEAREST STREAM: tj DISTANCE (FEET) : S`fO iCi
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EXPLAIN: ------
MONITORING FACILITIES INSTALLED: NO. OF WELLS:
MONITORING WELL QUADRANGLE NO.:
SAMPLING SCHEDULE: �-
SAMPLED BY:
PARAMETERS:
ANALYSES AND OTHER DATA AVAILABLE:
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State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor
S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
April 26, 1988
Mr. Frederick L. Baker, P. E.
Director of Public Works
Town of Waynesville
Municipal Building
Waynesville, North Carolina 28786
Subject: Return of Permit Processing Fee
Well Construction Permit
Town of Waynesville
Sludge Landfill No. 7972R
Haywood County, North Carolina
Dear Mr. Baker:
David R. Spain
Regional Manager
Enclosed is. the check in the amount of $100.00 that you submitted as a
permit processing fee for a well construction permit for the subject site.
This -check is being returned because the Department of Natural Resources
and Community Development does not presently require a processing fee for
well construction permits.
Your application is being processed, and your well construction permit
is forthcoming.
Sincerely,
Kay Dechant
Hydrogeologist
KD:ar
Enclosure
cc: Bob Cheek
Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 • Telephone i, 704-251-6208
An Equal Opportunity Affirmative Action Employer

J
ti
State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
October 16, 1987
Mr. Bill Grasty
Waynesville Wastewater Treatment Plant
P. 0. Box 162
Lake Junaluska, North Carolina 28745
Dear Mr. Grasty:
S. Thomas Rhodes, Secretary
Subject: Compliance Monitoring Reports
Waynesville Wastewater Treatment
Plant, Sludge Landfill
Permit No. 7972R
Haywood County, North Carolina
The Groundwater Section has assigned well identification numbers to the
two monitor wells constructed under Well Construction Permit No. 43-0069-WM-
0014 at the subject site. Please refer to these numbers, as they relate to
our data entry records, on the Compliance Monitoring Report Forms submitted in
the future. The well identification numbers are as follows:
N91y1
Well
til
Depth
40'
Screened
30'
- 40'
N91y2
Well
#2
Depth
35'
Screened
25'
- 35'
Review of compliance monitoring data previously submitted, indicates
violations of water quality standards for total coliform. In the future,
attention should be given to proper sampling procedures to prevent
contamination. It is advisable to collect the coliform sample first, to
reduce the potential for contamination by the groundwater repeatedly being in
contact with the sampling equipment.
Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Bill Grasty
Page 2
October 16, 1987
If you have any questions or comments regarding compliance monitoring,
please contact me at [phone].
Sincerely,
�� 0"'OC/-
Kay Dechant
Hydrogeological Technician
KD:ar
cc: Nargis Toma
Wastewater Services, Inc.

S,C. STAT 4ck
State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
August 12, 1987
Mr. Bill Grasty
Waynesville Wastewater Treatment Plant
P. 0. Box 162
Lake Junaluska, North Carolina 28745
Subject: Compliance Monitoring Reports
Waynesville Wastewater Treatment Plant
Permit No. 7972R
Haywood County, North Carolina
Dear Mr. Grasty:
In order for the Groundwater Section to review and process compliance
monitoring reports in a consistent manner, please send the report forms
directly to the Groundwater Section in Raleigh at the address at the top
of the form. Submit the blue and green copies to Raleigh and keep the
white copy for your files. If an agent is authorized to submit the forms
in your behalf, notify them of this procedure.
If you have any questions or comments regarding compliance monitoring,
please contact me or Don Link at [phone].
KD:ar
cc: Nargis Toma
Sincerely,
/A�rr VA441kv—
Kay Dechant
Hydrogeological Technician
•
Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

O|V|8|ON OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
March 17, 1988
TO: Arthur Mnuberry
THROUGH: Bob�h��� 6!
- '-!ac-~ -
FROM: Lan Bramble A�_
RE: Amendment to Recommended Permit Conditions
Town of VVwynemvi||a
Haywood County
—� T-tlmn to Existing Sludge Landfill
A9NO07084/GVV8632
(Cyretha Irving: DEM QEAQ Review Engineer)
P|amom amend item #2 of our original recommended condi-
tions for this permit application (copy attached) to include
the fo||mvvin8 parameters (in addition to those net forth in the
attachment):
��
�Hmgnomium,�-=—
um|c/unn Sodium
Iron Sulfate
If you have any questions p|emoa don't hesitate to contact
nnw'
LB/|m
Attachment
cc: Roy Davis/Don Link
Central Files
Permit ISSUaDCe Files

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
March 12, 1986
MEMORANDUM
TO: Arthur Mouberry
THROUGH: Bob Cheek PC -
FROM: Len Bramble��
SUBJECT: Non -Discharge Permit Application Review
Town of Waynesville
Haywood County
Addition to Existing Sludge Landfill
APN007084/GW8632
(Cyretha Irving: DEM SERG Review Engineer)
The Groundwater Section has reviewed the subject permit
application and have no objections to the proposed project giv-
en the following recommended conditions:
(1) Within 90 d4ys of permit issuance,one downgradient
monitor well should be installed to monitor groundwa-
ter quality., The location and construction details for
these wells should be by approval of the Asheville
Regional Office, from which a well construction permit
must be obtained.
(2) The additional downgradient monitor well and the two
existing monitor wells (one upgradient, one
downgradient) should be sampled every March, July and
November for the following parameters:
NO 33
Total Ammonia Copper
TDS
Total Coliforms CadmiLun
TOC
Water Level Zinc
pH
Chloride
(3) Any addition quality monitoring, as deemed necessary
by the Department, shall be provided.
LB/ls/306B.
cc: Roy Davis/Don Link
Central Files
Permit Issuance Files

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
March 12, 1986
MEMORANDUM
TO: Arthur Mouberry
THROUGH: Bob Cheek P C_
FROM: Len Bramble"74—
SUBJECT: Non -Discharge Permit Application Review
Town of Waynesville
Haywood County
Addition to Existing Sludge Landfill
APN007084/GW8632
(Cyretha Irving: DEM SERG Review Engineer)
The Groundwater Section has reviewed the subject permit
application and have no objections to the proposed project giv-
en the following recommended conditions:
(1) Within 90 days of permit issuance,one downgradient
monitor well should be installed to monitor groundwa-
ter quality.- The location and construction details for
these wells should be by approval of the Asheville
Regional Office, from which a well construction permit
must be obtained.
(2) The additional downgradient monitor well and the two
existing monitor wells (one upgradient, one
downgradient) should be sampled every March, July and
November for the following parameters:
"NO
Total Ammonia • Copper
•TD9
Total Coliforms • Cadmium
r TOC
Water Level . Zinc
•pH
. Chloride
(3) Any addition quality monitoring, as deemed necessary
by the Department, shall be provided.
LB/ls/306B.
cc: Roy Davis/Don Link
Central Files
Permit Issuance Files
RECEIVE
Water Qun)' t DMston
Western kegionai GAftce
As�heville, North Carolina

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
February 26, 1986
MEMORANDUM
TO: Don Link
FROM: Len Bramble
SUBJECT: Application for X Renewal/Amendment of Existing Permit
New Permit
Facility Name : Town of Waynesville
County : Haywood
Type of Project : Addition to Existing Sludge Landfill
Applicable Permit Numbers : APN 007084
GW 8632
We have received a copy of the above referenced application,
which was sent to your regional office for comment on or about
February 14, 1986.
You should review the application package for completeness
and adequacy of relevant information and submit your request for
additional information to me (via telephone or memo) by March 6,
1986 so that all required information can be requested from the
applicant at one time. A copy of our formal request to the
applicant for additional information will be provided to you.
If you do not require additional information from the appli-
cant to complete your evaluation of the project, you should re-
view the application package and submit your comments to me by
March 20, 1986.
If a copy of the application package has not been made
available to your office, PLEASE LET ME KNOW.
cc: Permit Issuance Files
LB/ls/RONOTIF
t
Oeviilie;_ Fw gioml Cfffice

State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
DR7ISION OF ENVIR01,P,=AL VPNAGE2V2NT
WATER QUALITY SECTION
February 13, 1986
fMalt rAT?VATj
Via 1uM
TO: Cyretha Irving
State Permits Review Group
THROUGH: Forrest R. Westall
a
Water Quality Region A icor
FROM: Max L. Haner, Environmental Chemist -741 14vAwt-
Water Quality Section
SUBJECT: Recommendations - APNO07084
Amendment to State Permit Number 7972
Waynesville Municipal Sludge Landfill
Haywood County, North Carolina
On Wednesday, Febraury 5, 1986, the writer, accompanied by Don Link of this
Division's Groundwater Section, inspected the site proposed by the Town of
Waynesville to be used as expansion to the existing municipal sludge landfill
(Permit Number 79721.
The expansion site is free of natural or spring feed surface water. It is
sufficiently secluded and fenced from public access and off -property residental
usage and it is bounded by U.S. Highway 19/23, the existing sludge landfill,
and fenced pasture land. Use of this property will be consistent with existing
procedures followed by the Town in that the area will be trenched, filled and
covered. The slope of the property supports the proposed usage.
It is recommended that the Permit be amended as requested following receipt
of Comments and Recommendations of the Groundwater Section.
ME,H: ls
xc: Don Link V-11�
lnterchangc Building. 59 Woodlin Place, P.O. Box 370, Asheville, N.C. 28802-0370 0 -Telephone [phone]
F� I i 1 1 ir-T 'T -.M AftiT-11-1-1i�ll I AC -1, 1, I'l,

DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
February 17, 1986
TO: Bob Cheek, Supervisor
Permits Review
THROUGH: Roy Davis, Regional Supervisor
Division of Environmental Management
FROM: Don Link, Hydrogeological Regional Supervisor
Groundwater Section
SUBJECT: Recommendations - APNO07084
Amendment to State Permit No. 7972
Waynesville Municipal Sludge Landfill
Haywood County, North Carolina
On Wednesday, February 5, 1986, Max Haner of this Division's Water
Quality Section, and I, made a site inspection of an area to be used as
an expansion to the existing municipal sludge landfill (Permit No. 7972).
The site is adjacent to an existing permitted landfill that currently
has two monitoring wells. However, this area drains to a different"erect
so an additional monitor well is recommended at the lower end of the
drainage area. It is recommended that it be sampled for the same parameters
as the existing wells at the same time intervals.
DL/ar
cc: Max Haner

i n .-
I
I �r
gx
f
Yfi��`
s
f
71
,j
'' i

DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
May 29, 1985
1XV'%A 70 AUT\TrU
TO: Bob Cheek
FROM: Don Linke
SUBJECT: Groundwater Monitoring Requirements
Permit. No. 7972
Town of Waynesville
Wastewater Treatment Plant Sludge Landfill
Haywood County, North Carolina
The following stipulations on groundwater monitoring should be included
in the permit:
a. Any monitoring deemed necessary by the Division of
Environmental Management to insure surface and ground-
water protection will be established and an acceptable
sampling reporting schedule shall be followed.
b. Monitor wells shall be constructed in accordance with
15 NCAC 2C .0100 and sampled during the months of
March, July, and November for the following parameters:
cadmium, calcium, copper, iron, lead, magnesium, sodium,
zinc, pH, chlorides, sulfate, nitrate, total ammonia
(TA), total dissolved solids (TDS), total organic
carbon (TOC) and total coliform.
DL/ar
cc: Max Haner

SrAT o ,
�V, W Nvn
�P r
•�Mx it rry
Ou.vw 1NA`PY��• .
�cretvaaxi*�'
State of North Carolina
Department of Natural Resources and Community Development
Asheville Regional Office
James G. Martin, Governor S. Thomas Rhodes, Secretary
Mr. William M. Sutton
Town Manager
Town of Waynesville
106 South Main Street
Waynesville, North Carolina 28786
Subject:
Dear Mr. Sutton:
DIVISION OF ENVIRONMENTAL MANAGEMENT
ASHEVILLE REGIONAL OFFICE
GROUNDWATER SECTION
April 18, 1985
Groundwater Monitoring Requirements
Permit No. 7972
Town of Waynesville - Land Application
Haywood County, North Carolina
The Division of Environmental Management, in order to standardize the re-
porting of groundwater analyses data from monitor wells at sites where waste
is being disposed of in such a manner that groundwaters may be impacted, is re-
quiring the data be submitted on the enclosed forms. You will note most of the
parameters analyzed are reported in milligrams per liter (mg/1), or micrograms
per liter (ug/1). As a result, care should be taken in transferring data from
the laboratory analyses to the Compliance Monitoring Report Form, making con-
versions where necessary.
The wells should be sampled during the months of March, July, and Novem-
ber, which reflect the average high, median, and low water -table periods with
the static water levels being measured and recorded prior to sampling. The
monitor wells should be sampled for the following parameters: cadmium, calcium,
copper, iron, lead, magnesium, sodium, zinc, pH, chlorides, sulfate, nitrate,
total ammonia (TA), total dissolved solids (TDS), total organic carbon (TOC),
and total coliform.
If you have any questions regarding this matter, please contact me at (704)
253-3341.
Sincerely,
DL/pf Don Link,
Enclosures Regional Hydrologist
cc: Lee Laymon
Forrest R. Westall
Interchange Building, 59 Woodfin Place, P.O. Box 370, Asheville, N.C. 28802-0370 • Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Nn®TH CAROLINA DEPARTMENT OF WATER RESOUPPFS
WELL RECORD DIVISION OF GROUND WATER
BOX 9392 - RALEIGH, N. C.
.;ene Bros.Well Drilling Co.
DRILLER: REG. NO. 39 LIC. N0.22
I. LOCATION: TOWNRa> r-nesxi I I . ; COUNTY
Ood'
QUADRANGLE
N
NO.
MAP: Ta=ood
2. OWNER: WAltar TTnterwAncl
ADDRESS: 3 Ai, E. Of WaynesYille, N.C. Rat;eliff Caye
3. TOPOGRAPHY: draw, slope, hill, valley, flat, ridge
4. RIG TYPE OR METHOD: +-
.�^
C-
5. TOTAL DEPTH: _1_60 ft. Date Rept 1 1 «F5
6. CASING: Depth 103 ft.; D i am. t _ i n. ; Type Steel
Grout: Depth Method
7. SCREEN: from (ft.) to (ft.) slot size type W
E
8. WATER ZONES (depth):
9. QUALITY: TEMP:
10. STATIC WATER LEVEL: 60 ft. below top of casing which is
So ft. (above, below) land surface. Date Se ft.1,1265
11. YIELD: (gpm) 2 Flow, Pump, Bail, Est.
12. PUMPING WATER LEVEL: ft. after hrs. pumping at
13. PUMP: type , Intake depth , Cap.
14. REMARKS:
15. DRILL LOG:
Qnil and Rnrk Fnrma#inn
Depth
F rom To
S
(place this sheet over correct square
on map,match corners and circle a
dot at well location.)
gpm. Spec. cap,
gpm, Hp.
gpm/ ft. of dd.
Depth
Soil and Rock Formation From To
White copy - Department of Water Resources; Blue - Driller's copy; Green - Owner's copy. Fr