5802_ROSCANS_1994

NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of SoLid waste Narug®ant
Solid waste Section
SOLID WASTE MANAGEMENT FACILITY EVALUATION REPORT
Type of Facility 5AnA�b`) Permit f ii County Iyl/?d1j") 11 II
Name of Foci Lityt Y)AkA ph Lf, 114 (��i/ Location
Date of Last Evaluation - e _ � :�
1. Permit Conditions Followed Yes No N/A
A. Specific Condition(s)
11. OperationnaL Requirements Followed Yes No
15A N.C. Admin. Code 13B Section �>
A. Specific Violation(s) by amber and letter.
111. Other Violation of RuLe or Law
IV. Evaluator-s Comments
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V. Continuation Page Required? _Yes _-' No Receiving Signature
Evaluation Date I') 7 f/Solid waste Sectivn�'
DEHNR 3793 (Part I White: Facility Part 11 Canary: Central Office Part III Pink: Regi onnaL Office)
Solid waste Section (Review 7/94)

NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Solid Waste Management
Solid Haste Section
SOLID WASTE MANAGEPENT FACILITY EVALUATION REPORT
Type of Facility mill hlyT Zli-,}i/i/J// Peneit lCounty 4/7150h/
Name of Faci Lity ,ZVA"1151M)
Date of Last Evaluation 9,
Permit Conditions Followed —4Yes No N/A
A. Specific Condition(s)
II. OperationaL Requirements Followed Yes No
15A N.C. Ad•in. Code 138 Section
A. Specific VioLation(s) by number and Letter.
III. Other Violations of RuLe or Law
IV. Evatuator-s Cm.ents h�'d/' N1, dl) 5/-10 7)11 �bd h/ s/h/C.12d ! /"1) y .
1�{'X P(l///�� //7/7 %rlJ✓ IrJ VY15S °�C-rlhn its jz� 1�0 P„1e
V. Continuation Page Required! Yes __LNo Receiving Sigatu6
i
Evaluation Date (! " I I Solid Haste Section
DEHNR 3793 (Part I White: Facility Part II Canary: central office Part III Pint: Regional Office)
Solid Haste Section (Review 7/94)

NC DEPARTMENT OF E_ , IRONMENT, HEALTH AND NATU. L RESOURCES
Division of Solid haste Management
Solid Waste Section
SOLID WASTE NmNAGEENT FACILITY EVALWATION REPORT
Type of Facility.aAf1ndbrif �-7'{J Penn/County.I/ -:County.�)15pr t
Nave of Facility f�/ ` /i QA 6nlfA�i;i/l./lf�
,.: t
Date of Last Evaluation /'+ / {
I_ Penmiit Conditions Followed Yes _Z__No N/A
A. specific Conditions) Violated
IT. Operational Requi rents Followed Yes _ L No
15A N.C. Adr.in. Code 13D Section I v.SC> 5
A. Specific VioLations) by number and Letter.
III. Other Violations of Rule or Law
IV. Evaluator's
V. Continuation Page Requir
ed? Yes _�LNo Receiving Signature
Evaluation Date (� �f. (.% - �� Solid Waste Section
DEHNR 3793 (Part 1 White: Facility Part 11 Canary: Central Office Part III Pink: Regional Office)
Solid Waste Section (Review 7/94) -
y'L

LANDFILL CLOSURE
MADISON COUNTY LANDFILL
LANDFILL NO. 58-02
LONG BRANCH ROAD
MADISON COUNTY
NORTH CAROLINA
JENSEN ENGINEERING
54 1/2 Broadway, Suite 200
Asheville, N.C. 28801
PROJECT NO. 93131

I. INTRODUCTION
To pursue the permanent closure of the current Category 1 and 2 Municipal
Solid Waste Landfills (MSWLF) under the current closure regulations by the
State of North Carolina Department of Environment, Health and Natural
Resources, Division of Solid Waste Management Rules 15A NCAC 13B as
amended through January 4, 1994, and the federal criteria as published in
part 40 CFR Part 258 and revisions to 40 CFR 257 under authority of
Subtitle D of the Resource Conservation and Recovery Act, the following
information is provided for approval.
Madison County operated a MSWLF on a 33.1 acre tract of land located
on Long Branch Road (see location map).
The current landfill consists of one Category 1 & two Category 2 (the
landfilling of
municipal solid waste ceased prior to October 9, 1993), discrete landfill
areas as delineated on the attached plans.
II. LANDFILL CLOSURE
A. CATEGORY I MSWLF
The Category I MSWLF landfill stopped accepting waste prior
to 1989.
1. Final contours are in conformance to those presented in the
original landfill plan.
2. Final cover is complete at this time.
3. Permanent erosion control measures have been implemented as
shown on the attached plan which includes existing ditches
and silt basins.
4. Drainage Control will be accomplished with the use of diversion
berms and controlled cross slope of the landfill surface.
5. Vegetative cover was provided upon completion of all cover.
operations. The seeding, fertilizing and mulching was in
accordance with the vegetative cover specifications on the
plans which included native grasses as included in the original
operational plan.

Page 2
II. A. cont'd
6. Leachate control will be provided if conditions warrant for
containment on site and properly disposed of, but at present
there is no evidence that there is a leachate problem.
7. Written notification and certification of the facility
compliance with the closure conditions will be provided by
the owner/operator and his N.C. Registered Professional
Engineer.
8. An inspection by the NCDEHNR Division Representative
concerning compliance with the closure conditions will be
requested as soon as practicable.
B. CATEGORY II MSWLF
1. Final contours for this portion of the. landfill have
essentially reached the proposed final contours of the
original plan.
2. Final cover and cap system have been provided to have an
18 inch low -permeability layer of soil with a permeability
of no greater than 1 x 10 - 5 which was available near the
site in quantities sufficient to cover both category II
MSWLF. A minimum of (6) six inches of soil was placed
above the low permeability cap system to encourage growth of
native planting and provide for erosion protection and to
protect root penetration into the cap system.
3. Permanent erosion control measures have been implemented
as shown on the attached plan which includes riprap ditch
lines and drainage directed to the existing silt basins.
4. Drainage Control is being accomplished with the use of
diversion berms and controlled cross slope of the landfill
surface.
5. Vegetative cover was provided upon completion of all cover
operations. The seeding, fertilizing and mulching was in
accordance with the vegetative cover specifications on the
plans which included native grasses as included in the
original operational plan.

Page 3
II. B cont'd
6. Leachate control will be provided if conditions warrant for
containment on site and properly disposed of, but at present
there is no evidence that there is a leachate problem.
7. Written notification and certification of the facility
compliance with the closure conditions will be provided by
the owner/operator and his N.C. Registered Professional
Engineer.
8. An inspection by the NCDEHNR Division Representative
concerning compliance with the closure conditions will be
reguested as soon as practicable.
III. POST -CLOSURE CONDITIONS
Post closure care will consist of maintaining all erosion control/
storm drainage measures and vegetative cover in compliance with the
closure conditions as approved. A comprehensive water quality
monitoring program will be continued during the post closure time
period as required by the Division in accordance with the:N.C. Water
Quality Monitoring Guidance Document for Solid Waste Facilities.
During the period of post -closure care attention will be given to
the potential for concentrations of explosive gases and if
conditions warrant measures will be designed to mitigate any
adverse effects. Access to the closed MSWLF is controlled
by the gate structure at the access road preventing unauthorized
access by the public. The final grading of the site is designed
to prevent ponding and any excessive settlement which appears to
provide a potential ponding situation will be dealt with as part of
the post closure care of the MSWLF. During Post -closure care the
Owner/operator will comply fully with current ground water
standards.

Page 4
IV. POST -CLOSURE OPERATIONS
No post -closure operations are planned for this site.
V. ADDIT_IONAL._INFORMATION
A. Soils reports from LAW ENGINEERING TESTING COMPANY
concerning the density and permeability of the available
soils that were used for final cover. The soil testing shows
a permeability of 4.0 x 10 - 7.
B. Bid Specifications for hauling and placement of clayey soil
for final cover.
C. Location map.

Al SUMMARY OF LABORATORY TESTING
Madison County Landfill
LAW Job No. 243-04683-02
CONSTANT HEAD PERMEABILITY TEST
ASTM D 5084
1. Date of Test: August 30-September 4, 1993
II. Test Locations: Boring No. 1
III. Material Description:
IV. Material Condition: Bulk Sample - Remolded
V. Proctor Data:
Maximum Dry Density (pcf): 80.0
Optimum Moisture Content (%): 38.0
VI. Test Data:
Dry Density (pcf):
76.0
Initial Moisture Content (%):
38.9
Final Moisture Content (%):
45.8
Sample Length (cm):
5.11
Sample Area (cmZ):
42.08
Head (cm):
140.68
Quantity of Water Passing Through Sample (cm'):
128.9
Elapsed Time (sec):
261,540
Temperature ('F):
73
Viscosity Correction Factor:
0.931
Coefficient of Permeability -k (cm/sec):
4.0 x 10'
VII. Comments: Consolidated and tested at 2 psi head difference.

PROCTOR TEST REPORT
95
90
85
u
0
T
N
V)
80
N
a
T
L
ZAV for
75
Sp.G.=
2.90
70
32.5 35 37.5 40 42.5 45 47.5
Water content, %
"Standard" Proctor, ASTM O 698. Method A
Elev/
Depth
Classification
Net.
Moist,
Sp.G.
LL
PI
% >
NO. 4
% <
No. 200
USCS
AASHTO
TEST RESULTS
MATERIAL DESCRIPTION
Optimum moisture = 38.0 %
Maximum dry density = 60.0 pcf
RED BROWN FINE TO MEDIUM
SANDY CLAYEY SILT
Project No.: 226-09998-01-LAW/ASHEVILLE #243-04683-02
Project: MADISON COUNTY LANDFILL
Location:
Date: 8-27-i993
Client:
Proposed Use:
Remarks:
Curve No. i
PROCTOR TEST REPOnT
LAW ENGINEERING, INC.

MADISON COUNTY
Bid Specifications
Hauling and Placement of Clayey Soil
Madison County will be accepting sealed bids for the hauling and the placement of
sufficient clay soil for a two foot, compacted, cover required for the closure of
the existing Madison County landfill located on Long Branch Road.
Sealed bids must arrive at the Madison County.'Finance Office, Box 579, Marshall,
North Carolina 28753, by 12:00 Noon , September 13, 1993. Bids will be opened at
the Board of Commissioners meeting on Monday, September 13, at (1) one P.M.
The County of Madison reserves the right to reject any and all bids.
A visit to the landfill site by all bidders will be necessary.
For more information please contact Jim Brown, Director. of the Madison County
Solid Waste Dept. [phone]
The work includes the clearing of the trees, stumps and debris from the borrow
area approximately one and one half miles away. The cleared debris is to be
windrowed around the parameters of the borrow site for erosion control measures.
The clayey soil shall be loaded and trucked to the existing landfill and dumped
in a manner that it can be spread and compacted in three eight inch lifts by the
Solid Waste Department personnel.
The clayey soil is to meet certain permeable standards regulated by the N.C.
Solid Waste Division. Madison County will provide an on site inspector to
monitor the soil at the borrow area and the soil placement at the landfill.
Madison County will have the sedimentation control plan approved, and will assist
in .its installation. The contractor shall provide the maintenance to the
sedimentation control measures during the work project. Madison County persnnnel
will. grade and re -seed the borrow area after completion of the project.
The bidder or contractor shall abide by all local and 'state laws, ie insurance,
liconses, etc.
The project is to be completed within fifty calendar days from the day Madison
County notifies the successful bidder to commence. Rain days will be documented
and used if ncedpd.
Nnrac of Company
Crnl.nct Person
Address
Tni,•tl I.Ilinp Sulu 13id
Madison County assumes no liability resulting from any damages caused by
contractors negligence.

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f� PREPARED BY THE \
�•�, J NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
U N DIVISION OF HIGHWAYS —PLANNING AND RESEARCH BRANCH
R C E IN COOPERATION WITH THE E:
T. O M g U.S. DEPARTMENT OF TRANSPORTATION
FEDERAL HIGHWAY ADMINISTRATION '
SCALE
1 I 1
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NC DEPARTMENT OF E. .IRONMENT, HEALTH AND NATU2. . RESOURCES
Division of Solid Haste Nmtgarent
Solid Haste Section
SOLID WASTE MANAGEMENT FACILITY EVALUATION REPORT
Type of Facility Sign IhitN I -Z nd FW Permit r - 021 colnty. AAnflis,-w
Nam of Facitity. M h (D`b old wl.�]. N L?l3r)I'LL(. Location _21%L� Rdj Lljh- )1)?jI
Date of Last Evaluation % Igo IS q,
I. Permit Conditions Followed : / No N/A
A. Specific Cordition(s)
II. Operational Requirements Followed Yes No
15A N.C. Admin. code 13B Section = 0.505 L01 1FAAF10A 0i-7 , 05J01(46suR ,) , /12 M)C l) 00050310
A. Specific Violation(s) by nLmber and Letter.
CLAY Gap ftQ el?solvN % -ce�14zti Sevcrz� hlobl �+5�
Pq
III. Other Violations of Rule or
IV. Evaluator's
V. Continuation Page Required? _yes /j No Receiving Signature
Evaluation Date /b ^/,Z^ / 7 `� Solid Waste ion�/. (,�?Zlf/�'`ylyj��)(,/
DEHNR 3793 (Part I White: Facility Part II Canary: Cenfiral Office Part III Pink: Regional Office)
Solid Haste Section (Review 7/%) G

AMR HEMMO
Civil Engineering • Site Development
541h Broadway, Suite 200
Asheville, NC 28801 CcOctober 20, 1994Ms. Jan McHargue North Carolina Department of Environment, Health and Natural Resources8025 North Point Boulevard, Suite 100
Winston-Salem, N.C. 27106-3203
RE: Madison County Landfill
Project Number: 93131
Dear Jan
i
This is our official certification that the cap system for Madison County
Landfill No. 58-02 for both the Category 1 and 2 MSWLF has been completed
in accordance with the Solid Waste Permit, the conditions of Permit and
Rule .0510 for the Category 1 and 2 MSWLF's and additional Rule .1627 for
the Category 2 MSWLF. This final cap system was in place with the
additional six inch earth cover for plant growth on the Category 2 MSWLF
all erosion control measures and primary seeding prior to October 9, 1994.
Enclosed are the certified soils reports concerning the low permeability
18 inch cap system showing a permeability of less than 1 x 10 - 5 CM/SEC
as required. Please note that on tests 1 and 2 the testing was performed
near the ground surface but was retested in tests 1A and 2A at a depth of
6 inches below the surface.
Please note our change of address:
Phone:
Fax:
Sincerely,
°,annee,rrbge
Jensen Engin ering,v`�°pFt�H.......
I it
6"0 W. ens n
F
ENCL. W.
,nrnun.
XC: Jim Brown W/Encl.
Jim Patterson W/Encl.
JENSEN ENGINEERING
54 1/2 Broadway, Suite 200
Asheville, N.C. 28801
(704) - 252 - 0537
(704) - 252 - 4428
Registered P.E. In: Alabama, Florida, Georgia, North Carolina, South Carolina & Tennessee
Phone [phone] FAX [phone]

LAW ENGINEERING, INC.
1308-C PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28806
[phone]
TO: Madison County Solid Waste Department
23 Long Branch Road
Marshall, North Carolina 28753
ATTN: Mr. Jim Brown
DATE: October 18, 1994
JOB NUMBER: 2430468302
JOB NAME: MADISON "]OUNTY
LANDFILL CLOSURE
---------------------------
ATTACHED IS THE FOLLOWING:
NO. OF CORRESPONDENCE, DRAWING
COPIES OR ITEM
-------------------------------------------------------------
1 Summary of Laboratory Testing - Samples 1, 2 and
1 Summary of Laboratory Testing - Samples lA and 2A
1 Drawing entitled Landfill Closure Plan
------------------------------------------------------------
CC: Madison County Solid Waste Department/Mr. Jim Brown
Jensen Engineering/Mr. George Jensen
----------------
----------------
DESCRIPTION
----------------
MICHAE Z. SA6EDY

SUMMARY OF LABORATORY TESTING
Madison County Landfill Closure
Law Engineering Asheville Project 243-04638-02
Law Engineering Project 226-09998-07
CONSTANT HEAD PERMEABILITY TEST
Sample
Moisture
Dry Density
Coefficient of
Head
ID
Content (%)
(pcf)
Permeability
(cm)
(cm/sec)
1
31.1
72.5
3.5 x 10'S
140.68
2
28.8
85.4
4.2 x 10'6
140.68
3
29.7
81.7
2.1 x 10.6
140.68
All samples tested at 2 psi head difference

SUMMARY OF LABORATORY TESTING
Madison County Landfill Closure
Law Engineering Asheville Project 243-04638-02
Law Engineering Project 226-09998-07
CONSTANT HEAD PERMEABILITY TEST
Sample
Dry Density
Moisture
Coefficient of
Head
H)
(pcf)
Content (%)
Permeability
(cm)
(cm/sec)
lA
87.0
29.7
4.2 x 108
140.68
F2A
77.7
29.7
9.4 x 10'6
140.68
All samples tested at 2 psi head difference and at 6 psi confining pressure.
zk--r 6024eeG -r P6;?0l if

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