5603_ROSCANS_1980

MAR 2 7 1990
March 24, 1980
Mr. Bill Anderson
Dept. of Natural Resources &
Community Development
P. 0. Box 320
159 Woodfin Street
Asheville, North Carolina 28802
Dear Mr. Anderson:
Subje . ct: . Carpet Waste Disposal old Fort
The purpose of this letter is to confirm my commitment to
take the following action with regard to the disposal of
carpet waste from Collins & Aikman's old Fort plant. The
action will be completed on or about the following dates
given:
1.
Pro.vided I can obtain the necessary regulatory approvals,
1 plan to move one or two mobile homes on the landfill
site to be occupied by families who will call the'sheriff's
office and report unauthorized persons on the site and
to report fires if necessary. This should be complete
by April 1-B, 1980.
2.
1 will prepare an operational plan which I will follow
in the operation of the landfill site. The plan will
be designed to include the special conditions which are
specific to my operation. The plan should be submitted
on or about April 11, 1980.
3.
in addition to the mobile home unit, an outside light
will be installed to help prevent trespassing. The light
should also be installed by April 18, 1980. An evaluation
of the cost and fea sibility of Providing a firedetection
device will be made.
While operating between now and the completion of the
.4.
above actions, I will make an effort to cover the bails
daily, but if weatheror other factors prevent covering
them, I will have someone check the site about every
four hours during the night.

Mr. Bill Anderson
-2-
March 24, 1980
Since this waste material will not burn without the aid
of a starter such as gasoline, my problem is to prevent
trespassing by people who have started or intend to start
fires. I believe the action outlined above and the use of
a sound operating plan will minimize the chance of someone
setting a fire and provide a good plan of action should a
fire occur.
I understand that all.pending enforcement action will be
held and not pursued provided I follow the program outlined
above.
Sincerely,
Mr. 6Ar*v�'in M"c"fintire
owner & operator
MGM/j s
cc:. Mr. J. Cooper
Mr. E. F. Godshall
Mr. James W. Moore, Jr.
Mr. H. Plyler
Mr. Richard Tennant

'F
I V i S I r, 11� I C � S
_j (I � OF C a rvi n _ M c En t y re P r o Ee T t_y ( C . & A.
P0 F 0 Y I _'�S I I GI A-1 I ON' OR FN C F_ , C i Landfill)
Carvin McEntyre Property (C&A Landfill) April 28 1980
Place N
--_Old -Fort --------------
BV ",I. 01-n _j ' W_. -Moore-, Jr ------------- -
- - ---- -------------------- --------------- ------- ---- --
To collect water samples below Landfill ----------------------------------
son for N�'it --------------- -------
� L' Ele 0 R T.
Julian Fescue, S&HWaste 'Management Branch, Raleigh, N.C.
On April 28, 1980, Mr. Richard Tennant, R.S,, with the
McDowell County Health Department and I collected three (3) water
samples below the carpet landfill used by Collins and Aikman
on the Garvin MrEntyre Property. The locations of the sampling
points are shown on the sketch on the back of this report.
UXS form 14�9 AC- 11-74
5-11-13 LoOr"'I

m

DEP4RII-IFNF OF HU!-AN RESOLKE1
DIVISION OF HEALTH SERVICES
SMTARY ENGINEERING SECTION
REPORT OF INVESTIGATJON OR 1-IN'SPECTION -- 6�.O--4-4�
Place v;-ited
Address �Pent
Time,
ByN�110 . M y ------------------------ ------------------------------------
Pcr�ons cc-itacte-d -------------------------------------------------------------------------------------
(Owner, agent, tp�t, manager, otJier)
Ile
-7' -----------
Reason for ��sit - --- /6-0
Copies to:
t)
RFPORT:
S-o
ll'e� 1A 4el— Y--- "r
N
0 Xe—'-10
iz
IKI�
el'-O�-
f-r�—
DHS Form 1459 Bev� 11-74

April 30, 1980
Mr. Julian Foscue
Sanitary Engineering Section
N. C. Dept of Human Resources
Division of Health Services
P. 0. Box 2091
Raleigh, North Carolina 27602
Dear Mr. Foscue:
Please find enclosed a copy of my proposed Operational Plan.
The plan outlines the procedures I plan to follow while using
my landfill to dispose of carpet trim scrap_from Collins &
Aikman's Old Fort Plant.
I plan to continue the improvements at the landfill and to
organize the site for the future operation as described in
the enclosed plan in accordance with the following schedule:
I. Using existing and new bales, build and cover an
erosion control dam at lower end of site by
April 30, 1980.
II. Relocate and cover all existing whole bales, scattered
and in piles, by May 15, 1980.
III. The initial bad weather pit will be prepared by June
30, 1980. Work will continue in this area until adequate
storage is provided for next winter.
IV. All scattered piles of carpet trim scrap will be covered
by June 30, 1980.
If you have any questions do not hesitate to contact me at (.704)
668-4241, Route #2, Bat Cave Road, Old Fort, N. C. 28762 or Mr.
John C. Murdock, III at Collins & Aikman, who assisted me in the
preparation of this plan.
Sincerely,
A/ I
' 2d
iarvi�n cEntire
Owner & Operator
GM/nbt
cc: Mr. B. Anderson - MSC
Mr.. E. Godshall - MSC
10. J. Moore - FMVL
Mr. J. Murdock MSC
Mr. H. Plyler OF
Mr. R. Tennant

OPERATION PLAN
GARVIN MCENTIRE LANDFILL
PURPOSE
To maximize the use of the facility in the most economical manner
and to comply with all environmental laws and regulations.
MATERIAL
The solid waste to be disposed of in this landfill consist entirely
of carpet trim scrap from C & A, Old Fort Plant. For ease of handling,
the scraps are baled atC &A plant and hauled to the site by truck.
Waste is a non-polluting non-biodegradeable material which will only
burn after another more flammable material has been applied and
ignited.
OPERATIONS
A. General Operating Conditions:
The general approach to the operation of the landfill
will be to fill the ravine from the bottom to the top
covering the scrap daily. In addition, areas will be
established for dry weather and foul weather disposition.
B. Operational Specifics:
1. Cover each and every bale deposited in the landfill
daily providing weather conditions permit.
2. Move existing exposed bales in the landfill to the
lower end of the area presently being used and build
an erosion control dam wide enough to support a road.
The dam will provide erosion control since it is to
be maintained higher than the bottom of the landfill.
As the erosion dam is being maintained, new bales
deposited and covered, a road which will eventually
encircle the landfill, will be under construction.
Once the road has been established around the landfill
the bales can be dumped in or close to the area of
final disposal and covering. This will minimize the
equipment hours required to cover the bales daily.
3. After the first step which is to -use the existing un-'
covered bales to start construction of the erosion
control dam, the second step will be to cover all ex-
posed bales and piles of scrap. New waste bales brought
to the site will be placed in a location that will con-
struct a second dam at the upper end of the ravine
creating a bad weather pit. The construction of the
second dam or bad weather pit, will take priority during
future weeks until the dam is brought to an elevation

- 2 -
that will easily accomodate all waste bales generated
during a prolonged bad weather period. The procedure
followed during the construction of each dam will be
to place the bales in the appropriate locations and
cover them daily.
The C & A Plant Manager and staff will cooperate with
Mr. McIntyre to hold as many bales at the plant during
foul weather as possible to minimize the material left
exposed during the periods of foul weather. As soon
as the weather has cleared and the site has dried
sufficiently for equipment to resume work, priority will
be given to cover any and all exposed waste carpet bales.
5. The bad weather pit will only be used during bad weather
which should maximize the time this area will be useable.
An all weather access will be provided to the pit from
the existing gate.
6. C & A staff from the Old Fort will maintain an overview
of the operations of the landfill.
7. Attached are two drawings of the area showing the property
on which the landfill is located and the approximate
locations at the erosion control dam and the bad weather
pit.
8. Surface water will be diverted away from the area in
use and any slopes not exposed to the operation will
be seeded.

*CLp Eo-Ez FLT. CALCULAIIHS AND DESIGN DATA.
SUBJECT DATE
'HEET OF

CALCULAHUM-S AND UISIGN-DAIA
D P-Y
WE",�TIVEz
u

May 6, 1980
Mr. William L. Meyer
Environmental Engineer
Solid Waste and Vector Control Branch
Sanitary Engineering Section
P.O. B= 2091
Raleigh, NC 27602
,a: McEntire Landfill -McDowell County
Dear 11r. Mayer:
I have had no written reply to my, letter addressed to you dated April 24,
1980. In considering your reply, I would like to invite your attention to the
following matters. I enclose a letter from Mr. McEntire to Bill Anderson of
N.R.C.D. dated March 24, 1980. To this date, Mr. McEntire has not accomplished
any of the actions premised therein. Meanwhile, large quantities of carpet waste
continue to be left exposed at this landfill site. There is a continuing danger
that fire will occur which could result in a repeat of the last incident which
smoldered for several weeks.
I would also like to invite your attention to the design drawing dated
January 8, 1979 which was submitted to you by Mr. Ernest Godshall of Collins
and Aikman Corporation as a description of the landfill operation in their
request for approval dated January 10, 1979. 1 request that you compare the
operation depicted in that diagram with the three photographs of the actual site
which I have enclosed. It should be obvious that the approved plan has not been
followed. Carpet has not been placed in cells as depicted on the drawing and,
C-Srpat haa been randomly deposited outside the area designated as lnrdftll�
an all-weather spring continues to be seriously polluted by
the carpet scraps haphazardly dumped at the site. The carpet is imparting a.
distinct dolor to the water and a very strong chemical odor. Many persons down-"
stream draw their drinking water from wells which may1have been seriously con-
taminated by this waste. Also, it is apparent to anyone viewing the site that
there has been a disturbance of several acres without appropriate measures to.
comply with North Carolina's Sedimentation P61lution dontrol Statutes and Regula-
tions. I request that you advise the appropriate agency to initiate necessary
corrective action. The deposit of large amounts of sediment downstream can
readily be observed by walking the stream bank.
We reiterate our request that pursuant to Rule 110 of the'Solid Waste
Management Rules the.Department of Human Resources cancel its approval of

DEPARTMENT OF HUMAN RESOURCES
DIVISION OF HEALTH SERVICES
RALEIGH
May 26, 1931
Pankow Engineering Company
1278 Hendersonville Road
Asheville, MC 28803
Dear Mr. Paylkow:
Enclosed for your consideration in design of the Collins-
Aikman landfill is a design from the "Guide for Sediment
Control on Construction Sites" (SCS).
If you have any questions, please advise.
Respectfully,
J. Gordon Layton, Environmental Engineer
Solid & Hazardous Waste Management Branch
Environmental Health Section
JGL:ns
Enclosure
CC: �* J. W. Moore, Jr.

Surveys and Investigations - The cuts and fills should be based on adequate
survey8 and surface and subsurface investigations.
Construction schedule - A construction schedule should be an integral
part of -the plan. It should establish a sequence of construction operations
that will facilitate the control of erosion. Among the factors to be con-
sidered are: (1) limiting initiation of work to minimum area necessary to
prosecute work, leaving soil cover on other areas undisturbed; (2) completing
work on individual areas as quickly as possible to permit installation of
planned temporary and permanent erosion control measures.
Finish Slopes - Cut and fill slopes that are to 'be stabilized with permanent
grass and legumes and maintained by vehicular equipment should not be steeper
than 3 horizontal to I vertical. On steeper slopes, consideration should
be given to the—u—se—o-T —ground cover plants, vines, shrubs and trees or
stabilized with mechan:i_qaJMgA=es such as riprap or retaining walls. Cut
and but less than forty feet (40')
in vertical hei h
* Cut and
fill slopes with a vertical height greater than forty feet (40') should be
terraced at approximately equal vertical intervals not more than twenty feet
(20') apart. Unusual soil stability conditions may require closer terrace
intervals to assure vegetative establishment and maintenance. Terraces
should be not less than five feet (5') wide with wider widths used where
needed for equipment travelways for vegetative establishment and maintenance.
Such terraces should have a minimum invert gradient of one percent (1%) if
vegetated, -or one-half percent (YU if paved, and a ten to one (10:1) lateral
slope towards the toe of the upper bank and should convey water to an
acceptable outlet.
Cut or fill slope
5'
Vertical
height
Benc terrace
Cuts should not be made so close to property lines as to subject adjoining
property to dangers from erosion, sliding, settling or cracking. Fills
should not be placed where there is danger from sliding or washing upon an
adjoining property, or so placed adjacent to the bank of a channel as to
create bank failure or reduce the natural capacity of the stream.
73

V
W
r,
N.C. DEPARTMENT OF HUMAN RESOURCES Permit NumbeT
DIVISION OF HEALTH SERVICES
Inspection Form for Sanitary Landfills
Name of Site
County
Location Signature of Person(s) Receiving Report
SIR: An inspection of your land disposal
site has been made this date and you are
notified of the violations, if any,
marked below with a cross (X).
I.,
PLAN REQUIREMENTS
6. ACCESS
Site Plan Approved
Attendant on Duty
Operational Plans Approved
Access Controls (Gate, Chains)
Plans Being Followed
All Weather Road
2.
SPREADING & COMPACTING
Dust Controlled
Waste Re.stricted to the
7. BURNING
Smallest Area Practicable
Evidence of Burning
Waste Properly Compacted
Fire Control Equipment Available
Proper Slope on Working Face
8. SPECIAL WASTES
3.
COVER REQUIREMENTS
Spoiled Food Properly Handled
Six Inches Daily Cover
Animal Carcasses, Abattoir Waste,
Two Foot Final Cover
Hatchery Waste, Etc., Properly
One Foot Intermediate Cover
Handled
4.
DRAINAGE CONTROLLED
9. HAZARDOUS WASTES ACCEPTED WITHOUT
Y On -Site Erosion
WRITTEN PERMISSION
Type
Off -Site Siltation
—
10. VECTOR CONTROL
Erosion Control Devices
Effective Rat Control
Seeding of Completed Areas
Effective Fly Control
Temporary Seeding
Other Vector(s) Controlled
5.
WATER PROTECTION
11. MISCELLANEOUS
Evidence of Leaching
Blowing Material Controlled
Waste Placed in Water
Directional Signs
:Surface Water Impounded
Operational Signs (Procedures,
Monitoring Wells Installed
Hours, Etc.)
REMARKS:
DATE
NAME
Solid & Hazardous -Waste Management Branch
DHS FORM 1709 (11/79) D vision of Heaith Services
Solid & Hazardous Waste Management Branch

eacollins &
Aikman
September 12, 1980
Collins & Aikman Corporation
Manufacturing Service Center
5736 N. Tryon Street
P.O. Box 32665
Charlotte, NC 28232
[phone]
Mr. 0. W. Strickland
Head of Solid and.Hazardous Waste
Management Branch
N.C. Department of Human Resources
P.O. Box 2091
Raleigh, North Carolina 27602
Dear Mr. Strickland:
Subject: McEntire Landfill
Old Fort, North Carolina
On June 23, 1980, 1 received a letter dated June 16, 1980 from Mr. Gordon
Layton of your office. Mr. Layton's letter specified three measures necessary
to continue operating the site.
Daily cover of the waste began on or about April 30, 1980. A concerted
effort on the part of Mr. Garvin McEntire and Collins and Aikman has been
made to comply with this requirement. Any failure to strictly comply has
to be a result of a lack of adequate understanding clouded by the awareness
that conditions are 300% improved over those in March of 1980.
In addition to stabilization of the lower dike by July 15, 1980, and siltation
control, all exposed carpet was covered except for the steep front slope. A
more complete job was performed than was required by the June letter.
A revised operational plan was submitted by letter dated April 30, 1980 to
Mr. Julian Foscue. The plan specified daily coverage except during bad
weather, showed access road, how some of the surface water would be directed,
and the location of an erosion control dam. The plan also provided a description
of how the site was to be operated. The revised plan did not address the
final grades and surface water handling. These items are dependent upon
how much longer the site is going to be in operation. We have been and
are continuing to look for other alternatives to handle our waste.

- 2 -
I would like to summarize the activities of Collins & Aikman concerning
alternative methods for handling the carpet scrap. This should explain
why we failed to submit on August 15, 1980 the final details of our revised
operational plan which was submitted in April of 1980.
Shortly after receiving Mr. Layton's letter dated June 16, 1980, 1 visited
a sand and gravel site about 3-1, miles from our Old Fort plant to investigate
the possibility of using it as a disposal site. It was a very attractive
idea because we could use our scrap to help reclaim the mined area and restore
it to beneficial use. I made several inquiries of the company's representative
concerning frequency of flooding and the magnitude and impact that the flooding
may have on the site. The company representative responded to my inquiries
in such a way as to lead me to conclude that the site would be accepted and
usable for our intended purpose., Later we discovered that we would have to
obtain access from another property owner and that the flooding impact on the
gravel site is much more significant than we were lead to believe. All of
this occurred between June 3, 1980 and August 1, 1980.
During the evaluation of the sand and gravel site, I maintained frequent verbal
communication with Mr. Layton and Mr. Moore to keep them inlormed of our
progress. During these contacts it became evident that the additional details
showing the final grades of the site would be dependent upon the volume of
material placed into the McEntire site or, in other words, the projected
closing date.
Believing that the sand and gravel site was a very viable alternative which
could be opened and in operation around August 15, 1980, 1 allowed myself
to fall into a false sense of security. Since the information requested by
the June letter was based upon 100% utilization of the site, I should have
requested a time extension prior to August 15. As agreed in our meeting on
September 5, 1980, we will cease using the McEntire site on or before
August 31, 1981. We will prepare a closure profile showing the final
grades and the controls for surface run off and submit plans to you on or
before October 15, 1980. In addition to submitting the close out plans,
Collins and Aikman will assume the responsibility.for operating the McEntire
landfill as a disposal site for carpet scrap only. We will complete our
arrangements with Mr. McEntire to take over operation of the site on or before
October 15, 1980. The site will be operated.in accordance with applicable
regulations.
I hope I have addressed all facts in adequate detail; however, if additional
information is needed, please do not hesitate to contact me.
Sincerely,
COLLINS & AIKMAN CORPORATION
�� L4
John C. Murdock, III
Corporate Engineering
cc: Messrs. Roy Davis, Jim Moore, Richard Tennant
JCM/ad

JAMES B. HUNT. JR,
GOVER�Oa
SARAH T. MORROW. M.D..
SECRETARY
0
STATE OF NORTH CAROLINA
DEPARTMENT OF HUMAN RESOURCES
Division of Health Services
P. 0. Box 2091 Raleigh 27602
September 19, 1980
Mr. John C. Murdock, III
Corporate Engineering
COLLINS & AIKMAN CORPORATION
Manufacturing Service Center
5736 N. Tryon Street
P. 0. Box 32665
Charlotte, North Carolina 28232
Dear Mr. Murdock:
HUGH H. TILSON. M.D.
DIRECTOR
I have received your letter of September 12, 1980 in reference
to our agreement on the McEntire Landfill, Old Fort, North Carolina.
Now that a complete understanding of the operational authority
as well as the date of closure I trust that a final plan for the fill
elevation can be established.
I am as king Mr. Moore to continue his routine inspections and
your cooperation in operating the site in full compliance with all
agreements is expected.
Please let us know if we can be of assistance as you seek a
replacement site.
Sincerely,
e /ac/
0. k(l�t?riic Lande'c
Solid & Hazardous Waste Management Branch
Environmental Health Section
OWS:sms
cc: Mr. J. W. Moore, Jr.
Mr. Robert H. Haggard

Anh
Collins &
Collins & Aikman Corporation
Aikman
Manufacturing Service Center
5736 N. Tryon Street
P.O. Box 32665
Charlotte, NC 28232
[phone]
October 10, 1980
Mr. 0. W. Strickland
Head of Solid and Hazardous
Waste Management Branch
North Carolina Department of
Human Resources
P. 0. Box 2091
Raleigh, North Carolina 27602
Dear Mr. Strickland:
Subject: Takeover of McEntire Landfill
Old Fort,.N.C.
Verbal communications with the realtor� Mr. Donald Anderson,
were confirmed by letter dated September 26, 1980. The
letter authorized the negotiation of an Option for the new
site which was investigated by Mr. Jim Moore on September
12, 1980. We are having difficulty with both Mr. Anderson
and the Owner,.Mr. R. Parker.in obtaining the Option as
verbally agreed.
To assure us of a site to dispose of our scrap, we must
have the Option before approaching Mr. McEntire about the
takeover of his sit.e. He may decide, when approached,
that he wants to end any further relationship with Collins
and Aikman.
Until we can complete all arrangements, we will continue
to observe very closely all operations by Mr. McEntire.
We should be able to complete the Option and arrangements
with Mr. McEntire on or before November 15, 1980.
I will continue to keep you informed of our situation.
Sincerely,
COLLINS & AIKMAN CORPORATION
John C. Murdock, III
JCM/sm Corporate Engineering
cc: Mr. Jim Moore"�

Collins&
Aikman
Collins & Aikman Corporation
Manufacturing Service Center
5736 N. Tryon Street
P.O. Box 32665
Charlotte, NC 28232
[phone]
October 15, 1980
Mr. 0. W. Strickland
Head of Solid and Hazardous
Waste Management Branch
North Carolina Department of
Human Resources
P. 0. Box 2091
Raleigh, North Carolina 27602
Dear Mr. Strickland:
Subject: Closeout Profiles
McEntire Landfill
Old Fort - Solid Waste -
Please find enclosed two copies of the closeout profiles
discussed during our meeting of September 5, 1980. If
additional information is needed, do not hestitate to
call.
Sincerely,
COLLINS & AIKMAN CORPORATION
John C, Murdock, III
JCM/sm Environmental Engineer
Enclosure
cc: Mr. Jim Moore

O�A�I�
STATE OF NORTH CAROLINA
JAMES S. HUNT, JR. DEPARTMENT OF HUMAN RESOURCES
GOVERNOR
SARAH T. MORROW. M.D.. M.P.H. Division of Health Services
SECRETARY
P. 0. Box 2091 Raleigh 27602
October 22, 1980
HUGH H. TILSON, M.13-
DIRECTOR
Mr. John C. Murdock, III.
Environmental Engineer
Collins & Aikman Corporation
P.O. Box 32665
Charlotte, NC 28232
Dear Mr. Murdock:
The final elevations submitted to this office with your letter dated
October 15, 1980 are satisfactory.
If you have any questions, please advise.
Respectfully,
Ii 'X�'orZn lLalyton, Environmental Engineer
aSolid & Hazardous Waste Management Branch
nvironmental Health Section
JGL:nlc
cc: Mr. J. W. Moore, Jr.

Request for
SOLLD WASTE DISPOSAL
PRELIMINARY SITE APPROVAL
FOR COLLINS AND AIKMAN CORPORATION
PLANT AT OLD FORTs NORTH CAROLINA
Collins and Aikman Corporation
Manufacturing Service Center
5736 N. Tryon Street
P.O. Box 32665
Charlotte, N.C. 28232
Attn; Mr. John C. Murdockt III
Engineering Department
Phone: (M) 596-8500
Prepared by:
Kenneth 0. Pankow, P.E.
Pankow Engineering Company
1 Cedarcliff Road
Ashevillep N.C. 28803
Phone: [phone]
December 5, 1980

GENERAL
Collins and Aikman Corporation proposes to use a 70 acre
site for solid waste disposal. The site is located in
McDowell County -about 34�� miles east of Old Fortq North
Carolina. The location is shown on an attached vicinity
map.
TYPE OF WASTE
The solid waste to be disposed of is automobile carpet
scraps. Disposal of this material by proper landfill has
essentially no possibility of creating environmental or
health problems. This material is non-biodegradeable
and is not chemically active. It decomposes very slowly,
especially when not exposed to light. Odorso gasest and
wind blown litter are not a problem. It is not classified
as a hazardous waste by the Resource Conservation and Re-
covery Act.
AREA LAND USE
Attached is a map showing topography of the area including
roads, water coursesp and residences. The area is rural.
There is no land use zoning.
Rural residences are located near the northwest corner and
along the east side of the site as shown on the map.
Comparison to an attached 1954 photo shows that development
in the area has been slow. It is Proposed that a 200 to 300
foot buffer be left along the state road on the east side
of the site to protect adjoining residences. Present
residences in the area are served by wells. These residences
are all elevated compared to the proposed site. Adjoining
property west of the site, along Brevard Creek, is lowland
used for pasture and crops, and is not suitable for res-
idential development. Adjoining property northp southwest,
and south of the site is used for woodland and is not likely
to be developed due to steep terrain and lack of access.
SITE TERRAIN
The site generally slopes from east to west. Slopes are
Moderate to steep. It is expected that some areas of the
site may be unsuitable for landfill due to steep terrain.
Rainfall runoff comming from adjoining property onto the
site is small. This will allow safe diversion of runoff
from minor gullies and allow area filling of these gullies.
Natural drainage in major gullies should be left undisturbed.
Where terrain permits the sides of the major gullies can be
used for disposal by bench type filling.

Page 2
ON SITE SOILS
Attached is a photo marked by the Soil Conservation Service
to show the results of their soils study of the area. Also
attached are their data sheets for the Hayesville series
soils which are predominate on the site.
A partial site inspection did not reveal any major rock
Outcrops- Soils for daily cover of the landfill should
not be a problem. It is Planned that soil borings will
be made before the site plan is finalized.
CONCLUSION
The information included in this request seems to indicate
that the site is acceptable for the type of landfill proposed.
CA Respectfully submitted,
ST
SEAL
37Z4 Kenneth 0. Pankows F.E,

v
SEWS, (" KNOB
Iza,
oq
0
1.10
"6
'UCK ORW GAP
WOOO
C.k
80
35-45'
19
iM,
A
Ill MTN.
l
No TABER"
"P BIG UU1111
Stiar, V.I.
P
11AI 1 6
MTNL
.5
I
1411
LaKe
P,
Air
14
MT. MITCHELL
G'alia.
WILDLIFE
C
C
NAGEMENT AREA
EMT PMRION
POP. 2,142
lu"'NO
1417
Glider,
00
115 Cralk 1413 1
POP. 3345 4
TV
G ..I
94 1753
6
IEST IMMON
2,335
POP.
1211
(UNINO
I Xf
OLD FORT
1711
10 l71�
I-eideme
A 1234
T ..,r 211
1211
40
'41
'o'
.6 Glwr�.d
FM
117
11l4
ir.
Is
1
nl.
A
NMRIS MTN.
Ls r
1130
&gar
Hill TAS ",i,
11732
1
FA
1147
BEGETEE
a
113,
Vill M.
MIAMI
"0-/
IT \
1267
GlEMBEY MTH
�"a�
1701
1141 MTN.
Pill
221
C 0 U N
R U T H E It F 0 R D
10

4
VIVIR VI S11-soll -� V
97 o !4il Yoe stop
4 xn� I e:,
slorE PiiAIE$ E 00 5 1 ON PHASES
A 0 to 2%, &Orly le�el OverwaSh
1 2 to 6%. G"tly Sloping I - Sliget
c 6 to 10%. Sloping 2.22 - �dcrate
0 10 to 1511, �troncly sloping 3.33 - '"e,e
E 15 -to 251. �oder,tel, Steep 4 - Very Severe
p � to Its, Steep g - G�M�C 1,,d
h G .5% .*. Very Steep
1W -Idle
til
�LAIS
a I-C Land WhiCh Useall'i, �at; a mod -
on -altivated
TF, , �ce ro a problem w c
14
IV a7 rt��Prite water Con-
:; I jl� -
XI a-0 'vr intcnalvc rr is -'r�`.'ect
dral rt,
L�� IA"T
Class r lie - 1,an,; wh 01 usrially has a
17 - �Cerosicn
Wlen cult vated.
2�-P!1-2; 30-FTI-2
A C]�Isa 1,Iw - Wet lind whJcn requires drair-
or intensive usc. �I-A+
7nist; rire, - Steep, shallow, or eroded land
it Ver . I re cros- -len, if
r
3
s�n�_cw lane
vr
4f
Sells MsITC-4 on this far.-. are:
Con.-'aree loam
Sotinca sandv JoaT.
Llo­�I Icam
Ce"i, sand*,- loam
olavesville finv sarH7 loam
Tralewood fine sanav loam

wools 3 0 1 L I N 1 9 R P A E T A I 1 0 N 3 0 E C 0 A 0
MLMAI33: 130 HAWESVILLE SERIES
ars.REN. 3-80
TVPIC HAPLUMLYS. CLAYEY. OXIDIC. mesit
THESE ARE WELL DRAINED SOILS ON GENTLY SLOPING TO MODERATELY STEEP INTERMOUNTAIN PLATEAUS ANO.V44LEYS. THEY HAVE BROWN
LOAN SURFACE LAYERS AND RED CLAY SUBSOILS. THE SU85TRATUM IS SANDY CLAY LOAM OVER ACID GNEISS AND SCHIST SLOPES RANGE
FROM 2 TO 95 PERCENT.
ESTIMATED SOIL PROPERTIES (A)
IDEPT"I I I IFRACTIPERCENT OF MATERIAL LESS ILIQUID IPLAS- I
IIIN.)j USDA TEXTURE I UNIPIED AASHTO 1>3 INI THAN 3' PASSING SIEVE NO, I LIMIT ITICtTVI
I IIPCTII 4 1 to 1 *0 1 200 1 IIHOEM-1
1 0-5 IL. Fft ISM. SC. ML. CL IA-4 1 0 190-100 85-95 70-95 35-60 1 <25 IW-10 I
I S­3aICL. C IML. MH. CL. CH ]A-6. A-? 1 0 190-100 a5-100 70-100 55-75 36-6$ 111-25 1
138-461SCL. CL ISM. "La MH. tL [A-6. A-7 1 0­5 190-100 90-100 05-95 45-65 36-55 111-25 1
I4S­6QIFSL. L ISM. ML. CL. SC IA-4. A-6 I 5-15190­,�D 90-95 65-90 40-55 1 <2a fNP-12 I
IDIEPTHICLAT INGIST WLKI PERMEA- I AVAILABLE SOIL I SALINITY I SHRIW- IEROSIDNIWIND JORGANICI CORROSIVITY I
IIIN.)I9PCT I DENSITY I BILITY IMATER CAPACITYIREACfIOHI(MMKOS/CK)I SWELL JEACTORSIEROO.IKATTER I _ I
1<2"M)i IG r.-M3) I (I /MR) I fIN/.Nj I f H) L___ JPOTENZIALI K I I IGROUPI (PCT) i JJEEL ICOK SET
1 0-5 1:0-251t.35-1.60 1 2.0-6.0 1 0.12-0.20 14.5-5.5 1 - I LOW 1.201 4 1 - 1 1-3 1.009RATTIMODERATTI
1 S-38130-5011.20-1.35 1 0.6-2.0 1 0.25-0.20 14.5-5.5 1 - I LOW 1.241 1 1 1
130-44120-4011.30-1.40 1 0.6-2.0 1 0.12-0.20 14.5-S.5 I - I LOW 1.201 1 1 1
f4S­60I S-1511.45-1.65 1 2.0-6.0 1 0.11-0.15 14.5-5.5 1 - I LOW 1.171
FLOODING HIGH WATER TABLE I CEMENTE PAN I EDROCK ISUBSIDENCE INYDIPOTENT-LI
DEPTH I KIND I MONTHS IDEPTHIMARONESSIDEPTH IHARMESS]INIT.ITOTALIGRPI FAUST I
FREDUENCY I I I I(INJ I I IIN) I 111N) I(IN) I I ACTIghl-I
..NF I I A I
A&NfTAAY FACILITIES In, tONST IKIIOR MATERIAL 181
2-SX. MODERATE-PERCS SLOWLY 2-L5X' GOOD
ISEPTIC TAW 1 8­15%. MOOERATE-PERCS SLOWLY.SLOPE IS-25X: FAIR -SLOPE
ABSORPTION 15.X. SEVERE-SLOPZ ROADFILL
FIELDS
2-7Z: MQDERATE-SEEPAG E.SLOPE IMPROBABLE -EXCESS FINES
T.X: SEVERE-sLaDe
LAGOON SA"
AREAS
t
2-15%: !IEVERE-SEEPAGE.TOG CLAYEY I IMPROSABLE-EXCESS FINES
SANITARY 1 15+%: SEVERE-SEEPAGE.SLOPE.TOD CLAYEY I
LAkWI" I GRAVEL I
ITMEHCH) I I
I
2-SX: SLIGHT I 2-15X. POOR -THIN LAVER
SANITARY S-ISS: MODERATE -SLOPE I 154X: POOR -THIN LAYER, SLOPE
LANDFILL 15.X: SEVERE -SLOPE TOPSOIL I
JARSA)
2-1511: POGA-100 CLAVEY.MMO TO PACK
DAILY 15+13 PCMMI-TOG CLAYEY.HARO TO PACK.SLOPE
WATER MANAGEMENT 191
COVER Fast 2-20%. MODERATE -SEEPAGE
LANDIFILL POW 1 904%. SEVERE -SLOPE
RESERVOIR
AREA
BUILDING SITF CRI
2-621: MODERATE -TOO CLAYEY i SEVEPE-HARD TO PACK
SHALLOW S-15X: MWERATE-TGO CLAVEY.SLOPE IIENSAWMENTS
IZMCAWATIOW 15+9: SEVERE-SLUPE DIKES AND.
LEVEES
It
2-axs SLIGHT I SEVERE -NO WATER
DWELLINGS S-1521. MODERATE -SLOPE EXCAVATED
WITHOUT 154x: SEVERE -SLOPE PONDS
GASEMENTS IJAQUIFER FED
2-ax: SLIGHT I DEEP TO WATER
I DWELLINGS 0-15%: MWERATE-SLOPE I
I WITH 15+X: SEVERE�SLOPE DRAINAGE
SASERENTS
2-4XS SLIGHT 2-3%1 FAVORABLE
SMALL 4-SX% MODeRATE-SLOPE 3+%: SLOPE
COMMERCIAL S-X: 5EVERE-SLOPE
IRRIGATION
BUILDINGS I
I if1 R-sx: SLIGHT I 2-SX! FAVORABLE
LOCAL S-ISX.' MODERATE -SLOPE TERRACES 8411: SLOPE
ROADS AND 15#31: SEVERE -SLOPE AND
STMETS DIVERSIONS
LAWNS. 2-SNI SLIGHT 2-SX: FAVORABLE
ILAhOSCAPING 8-1513 MODEIIATE-5LOPE GRASSED 8#%g SLOPE
AND GUF IS+X: SEVeRE-SLOPE WATERWAYS
FAIRWAYS
REGIONAL INTERPRFTATICNS

HAWESVILLE SERIES
RECREATIONAL
OF
2-813
SLIGHT
MODERATE -SLOPE
CA" AREAS IS+X:
SEVERE -SLOPE
JIM
SLIGHT
8­15%.
MOOEAATE-9_OPE
IPICNIC ARZASI IS-%Z
v I
SEVERE -SLOPE
LOS PER
ACRE UP
CROPS AU2
I CLASS-
I CAPA- I CORN
I TOBACCO I
I DETERMINING
BILITY I
I
I
j PHASE
IOU,
IMIRRiXRR,l
CIS!,
I
WEI;
19, I.R..
2E 100
.1.'
LHIA
60
e- I ox
3E 90
12200 1
1 so
I o- 15%
4C a
12100
45
115-2ax
BE
I -
-
1A­SOX ERODED
4a 1 1 7
11800 1
1 45
18 9­1511 ERODED
BE
is-2SW ERODED
7E
WOODLAND
SUITASI]
CLASS-
ORD MANAGE
DETERMINING
SYN I EROSIONI EQUIP,
ISEEDLING1
WINOTH.1
P...F - I HAZARD I LIMIT
WISE J20 1 SLI GHT SL IGHT
I MMT'Y,l
SLIGHT
HAZAR2-L
IS-25Z Ian I SLIGHT SLIGHT
SLIGHT
12-2511 CL.fRDOED 12C I ALI 40fT I MDERATEIMOOERATEI
115-2511 CL.ERODEO I
IMODERATE I SAVEM
IMUDERATEI
-WINDBREAKS
1p�'..�
NONE
I
IHTI
I I
I I
NCO013
'ELOPMENT (B)
2-6%9 MODERATE -SLOPE
6+X' sEveRe-SLOPE
iTGROUNOS
2-ISX: SLI GHT
PATHS 15-25Xt MODERATE -SLOPE
AND
TRAILS
PASTURE [HIGH iFVEL MANAGEMENT)
IHEAT BAY$ I ALFALFA I GRASS- ICOOL SEASINI
I HAY ILEGVKE MAY I OR ASS I
(LIU) I ITONSI I (TONS) I (BUNS
I IIRR, INIAN IIR INIRA IIRR, INIRR It
TO 1 1 4.0 1 3.6 6.5 1
60 1 1 3.6 1 3.4 6.5
so 3.2 1 3.0 6.0
- I - 5.0
so 3.2 1 3.0 5.0
2.6 1 2.2 4.0
3.0
SIT IC)
I
PLANT I COMMON TREES ISITEI TREES TO PLANT
r.QME!ET.1 IINOXI
IPITCH PINE 151 IFRASE R FIR
ISHORTLEAF PINE 166 -ISCUTC. P THE
IVIRGINIA PI NE 170 -ISHORTLEAF PINE
JEASTERN WHITE PINE 186 IEASTERN WHITE PINE
INORTHERN RED OAK _ 170 INORMAY SPRUCE 0*1
IYELLOV-POPLAR 193 .1 1
I I I
IPITCH PINE 179 1
ISHOPTLEAF PINE 173 Of
IVIRGINIA PINE 176 1
1 1 1
I I I
1 DETERMINING IGRAIN ZIGRASS 91 WILD INARDWO ICONIFERISMUBS IWETLAHDISHALLOWIGPENLD I.00DLU IWETLANDI
I PHASE SF92 ILEGUME HERE I TREES IPI 1. VA
12-4116 GOOD I GOOD WOD* GOOD I GOOD I - IV. POURIV. MORI WOO I WOO IV. MORI
IS-35s Fain I GOOD WOO GUM I GOOD I - IV. MORIV. MORI GOOD I GOOD IV. POORI
MOP FAI A GOOD GOOD GOOD - IV- POURIV. MORI FAIR I GOOD IV. MORI
9LAUD-08 FOREST UNUERSTORY VEGETATION)
PLANT PERCENTAGE COMPOSITION IVRY WEIGHTS By CLASS DETERMINING PHAS
COMMON MAW NAME SYMBOL
OXAR
IFLOWRIN4 Doevow COME
IR4LMIA KALMI
'S"'"'WOOD
IsLuesen"
VACCI
SKILA2
POINNT:AL PRUSHICTION LSS.IAC. DRY WTI.
FAVORABLE YEARS
NORMAL YEARS
A � ESTIMATES UP FOOTNOTES
ENGI WEEPING PROPERTIES BASED ON TEST DATA OF a PEDONS; YADKIN COUNTY. NC AND DAWSON CO. GA.
2 RATINGS BASED ON NAM.
PART It. SECTION 403. 3-4S."
C WOODLAND RATS NGS BASED ON -SOIL SURVEY INTERPRETATIONS FOR WOODLANDS' PR W-12. JULY 1969
0 WILDLIFE RATS NOS BA SED ON SOILS MEMORANDUM-74, JAN. 1972
0 SITE INDEX IS A SUMMARY OF 5 OR MORE MEASUREMENTS ON THIS SOIL.
CHRISTMAS TREG SPECIES

I
ABANDON
ItOAD
c
P
CH"pAR11jR
R.E. GEORGE
0
Ewa
NOTE
Property lines were drawn from
deeds. Topography was drawn
from U.S.G.S. maps.,
PROPOSED SOLID WASTE DISPOSAL AREA
FOR COLLINS & AIKAAN GOUO.iTATION
NEAR OLD FORT, NORTH CAROLIN��
SCALE 111=66of DEC&,!BEi 5, 119"'so
By Pankow Engineering Compan,,
Asheville, North Carolina