5602_ROSCANS_2001

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McDOWELL COUNTY
60 East Court Street • Marion, North Carolina 28752 • [phone]
February 1, 2001
Mr. James Coffey, Head Permitting Branch
Solid Waste Section
401 Oberlin Rd, Suite 150
Raleigh, NC 27605
RE: Request to Renew Operations Permit # 56-02-T
Dear Sir;
This letter is a request to renew our Transfer Station Facility operating permit. We have
completed our construction process and the Transfer Station is ready for service again. Several
changes were made during the remodeling such as: a 1500 gallon grey water collection tank was
installed, a splash guard to prevent waste from spilling over the push wall was installed, a large
wall where the transfer trailer parks for loading was installed to hold loose debris in a confined
area, and an office unit has been added to our site. I will include a site drawing, and any other
information available with this request.
At the time of this letter, we do not have an agreement with a local waste water treatment
facility to accept our grey water. However, I do believe we should have one very soon. We may
be required to take samples and analyze the grey water prior to an agreement, much the same way
a local industry does before they can tap on to the system.
If you have any questions or concerns, please do not hesitate to contact me at (828) 659-
2521.
Sincerel ,
E
Mike Gladden, Director of Public Works
McDowell County
cc: Al Hetzell
Tim Jewett

1 r s er Station air rw � ications
1. Remove approximately a 50'X50'X8" thick reenforced concrete floor, including a steel panel
overhang.
2. Replace the floor and reconstruct the overhang with reenforced concrete as one unit.
3. A wear surface of approximately 8" thick must be installed on floor including the overhang,
without reenforcement, for the purpose of replacing the floor again without removing the
reenforced floor ( high resistance or hard surface concrete. )
4. Remove approximately 50'X6'X10" thick `push wall" from one side of the floor.
5. Replace push wall, tied in with floor reenforcement with a minimum of 14" reenforced
concrete and 10" wear surface for the purpose of replacing wall again without disturbing the
reenforced wall.
6. Install a batter, 0.' splash shield, to proven. spillage of solid waste, on top of the push wall,
angled approximately one and one away from floor, 6' high and the length of the push wall. Use
.25" steel panels.
7. Overhang of floor lowest point no lover than 13'6% and must Pxtend over, approximately 24"
from the lowest point to the end of overhang, at an angle of approximately 30 degree, will be
solid reenforced concrete.
8. On the lower side pad for parking tractor trailer, length of pad will be extended 50' X 8"
thick of reenforced concrete 10' wide.
9. The portion of the trailer pad that is under roof will be widened approximately 4' X 75' X 8".
10. At the rear end of the trailer pad, A collection drain will be installed, for the collection of
waste water. The 4' X 75' X 8" pad, will be sloped to this drain.
11. An ` undergro-i-ond rated" grey water holding tank will be installed, with.. minimum capacity of
1500 gallons. The tank will be plumbed to the waste water collection drain, and vented up the
side of the transfer station building a minimum of 24' high. The tank will also have an
accessible above ground opening, for the purpose of removing waste water.
12. A "rub rail", on the inside vertical wall and trailer pad, will be installed and doweled or
reenforced to the wall. The rub rail will be concrete 12" X 12" X 75' long, with a bevel 45
degree, from the top outside comer, back to the wall. This is for the purpose of blind side
backing a trailer in without contacting the wall.

13. A vertical wall at the rear end of the trailer pad will be installed. This will also be a push wall
on the inside and will have backfill on the back side. The approximate size of the push wall
will be I'thick, X 12' high X 16' wide, reenforced concrete. The bottom inside corner will
bevel at a 45 degree angle up 2' high, the full length of the wall. This is for the purpose of
scooping up spillage with a front end loader.
14. There are 7 s': ; Letural support points of the transfer station cover that have a cylinder
shaped bumper i�uard of concrete formed and poured around them. Each Jaard will be
approximately 3' diameter and 3' high.
l �. The Guards will also protect gutter down spouts at 4 points in which PVC piping will be
installed to drain entire roof system in the opposite direction of the grey water tank. The
underground pipe mu�-L be a minimum of 12".
All concrete poured will be of surface hardness and P, I strength to withstand daily heavy
equipment operations, and resist wear.
17. Core samples will be taken an sample tested to design engineer specifications.

FEE 01 'lei = : 34PM MCDG -•. LL COUNTY
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I1 CD O WELL COUNTY BLTILDLNG E16PECTIONS
60 EAST COURT STREET
MARIONt ETC 28752
. 652-7I2
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3LMDINO INSPECTOR SIGNATURE: DATE: (;® I

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G.E.M. CONSTRUCTORS., INC.
Route 2, Box A-1
MARION, NORTH CAROUNA 28752
(704) W-3M
DATE
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McDOWEL.L COUNTY LANDFILL c� 30-M '� � � 1B°i TRANSFER STATION :�'� ' SHET NO,
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Comprehensive Transfer Station Inspection
Facility Information : McDowell County Solid Waste Disposal Facility
McDowell County, Transfer Station Permit # 56-02T
Hwy 226 S
Marion, NC 28752 Phone # [phone]
Facility Contact: Mike Gladden, Solid Waste Director
Inspection Participant Solid Waste Section staff participating in the transfer
station inspection: Al Hetzell.
Date of Inspection: April 19, 2001
Purpose of Inspection: To ensure the transfer station and its operation is in
compliance with 15A North Carolina Administrative Code
13B .0402
Violations Noted: 15A North Carolina Administrative Code 13B .0402 (7)
states At the conclusion of each day of operation all
windblown material resulting from the operation shall be
collected and returned to the area by the owner or
operator.
To correct this violation, the staff at the transfer station, at
the end of the day should clean up the wind blown trash,
from that day's operation and return it to facility.
Comments and Suggestions A.) The transfer station recent rebuild has improved the
station's overall operation.
B.) The wood and yardwaste at the county's yard waste
facility adjacent to the station should be ground soon and
sold or used in order to stay in compliance with the rule
.1402 (f) (6) Facility shall process and store less than 6,000
cubic yards of material per Quarter
Please contact me if you have any questions or concerns regarding the inspection report.
Albert A. Hetzell
Waste Management Specialist

revised 6129101
Lined
CDLF
Transfer
X
HHW
MRF
Incin
COUNTY: McDowell County
MSWLF
Closed
Tire
FIRM
SLAS
YW
X
Compost
RECORD NO.: 56-02T
MSWLF
Monofill
PERMIT OR
LCID
TireT&P
SDTF
T&P
MWP
Industrial
FILE TYPE: COMPLIANCE
Collection
Landfill
STATUS OF PERMIT: Active
FACILITY COMPIIANCE AUDIT REPORT
Date of Inspection: October. 23, 2001. Date of Last Inspection: Sept. 11, 2001. Date of Report: October. 25, 2001
FACILITY NAME AND ADDRESS:
McDowell County Solid Waste Disposal Facility
McDowell County, Transfer Station
Highway 226 S. Marion NC 28752
FACILITY CONTACT NAME AND PHONE NUMBER:
Mike Gladden, Solid Waste Director 828-659-2521
AUDIT PARTICIPANTS:
Albert A. Hetzell WMS, Solid Waste Section, DENR
Mike Gladden, Solid Waste Director
PURPOSE OF INSPECTION:
To perform a comprehensive inspection of the McDowell Co Solid Waste Disposal Facility and its
associated units to ensure compliance with the Solid Waste Rules and Laws of North Carolina.
To follow up on the Yard Waste Violation compliance action taken by McDowell Co.
VIOLATIONS NOTED (citation and explanation):
No New Violations
COMMENTS /SUGGESTIONS:
Yard Waste is being ground, est. completion time 30 — 40 days.
Tire collection area clean. All tires in trailers.
Watch for windblown waste.
Please contact me if you have any questions or concerns regarding this inspection report.
�� Phone: [phone].
Regional Representative/WMS
Mailed on October 25, 2001
by hand delivery X US Mail _ E-mail _Other (specify)
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NORTH C-LINA DE ARTMENT OE
ENVIRONMENT ANU NiRLIRAL RESOURCE: