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TRANSFER STATION ASSESSMENT REPORT
Permit #: 6405T-TRANSFER-2001 I June 29, 2021
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TRANSFER STATION
ASSESSMENT REPORT
CITY OF ROCKY MOUNT
Permit No: 640ST-TRANSFER-2001
Nash County, NC
ACE 1N: 21.036
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CONSUL-TING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSM ENVIRONMENTAL SERVICES
P.O. Box 7966 ■ Rocky Mount, NC 27804
Phone: [phone]
Fax;[phone]
www, a ppi a ne n gi n ee rs.ca m

City of Rocky Mount Transfer Station
CITY OF ROCKY MOUNT
TRANSFER STATION ASSESSMENT REPORT
Last Revised 6129121
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03493� F
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This assessment report has been prepared in accordance with revised rules governing Solid Waste
Transfer Station in 15A NCAC 13B Section .0400, which became effective on January 1, 2021. On June
15, 2021, David Revoir, PE, of Appian Consulting Engineers performed a site inspection with Cameron
Privott, City of Rocky Mount Solid Waste Superintendent. Inspection results are contained herein.
Overall, the facility and its operations appear to be in compliance with the original design, permit
documents and readopted rules. Recommendations are provided at the end of this report.
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City of Rocky Mount Transfer Station
EXECUTIVESUMMARY.................................................................................................................................1
15ANCAC 13B.0400..................................................................................................................................... 3
SITE & OPERATIONAL INFORMATION.........................................................................................................4
SITEINFORMATION: .............................................................................................................................. 4
SOLID WASTE VOLUMES & CHARACTERISTICS: ..................................................................................... 4
RECYCLING WASTE VOLUMES & CHARACTERISTICS: ............................................................................. 5
COMPLIANCE WITH PERMIT DOCUMENTS..................................................................................................6
COMPLIANCE WITH 15A NCAC 136 .0400.................................................................................................12
ASSESSMENT OF KEY INFRASTRUCTURE AREAS........................................................................................15
TRANSFER STATION BUILDING............................................................................................................15
TIPPINGFLOOR....................................................................................................................................15
TRANSFER STATION PUSH-WALL.........................................................................................................17
TRANSFER STATION — LEACHATE COLLECTION....................................................................................17
RECYCLING AREA.................................................................................................................................17
ACCESS ROADWAYS.............................................................................................................................18
TRUCKSCALE........................................................................................................................................18
RECOMMENDATIONS.................................................................................................................................18
CONCLUSION.............................................................................................................................................. 20
APPENDICES................................................................................................................................................ 20
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City of Rocky Mount Transfer Station
CITY OF ROCKY MOUNT
TRANSFER STATION ASSESSMENT REPORT
Last Revised 6129121
15A NCAC 13B .0401(b), which became effective January 1, 2021, requires that: "Transfer stations that
have an effective permit issued by the Division prior to the readopted effective date of this Rule shall
submit to the Division an assessment report demonstrating compliance with the following conditions and
the rules of this Section by no later than six months from the readopted effective date of this Rule:
1) The assessment report shall include an assessment of the status of the building, access roads,
parking, and leachate collection system of the current operations compared to the design of the site
as stated in the site permit, the plans incorporated into the permit by Rule .0404(d) of this Section,
and the rules of this Section. If required by G.S. 89C or G.S. 89E and not under the purview of
another licensed profession, the assessment report or parts thereof shall be prepared by a licensed
professional engineer or a licensed geologist.
2) The assessment report shall contain recommendations for any actions necessary to comply with the
rules of this Section. The Division shall notify the owner or operator of the site in writing within 12
months of receipt of the report of any changes required to comply with the rules of this Section.
3) The site shall complete the actions required to comply with the rules of this Section within three (3)
years of receipt of the Division's notification of the required changes. The site may submit a request
to extend this deadline to the Division in writing...
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City of Rocky Mount Transfer Station
SITE INFORMATION:
PERMIT INFORMATION
Permit Number:
640ST-TRANSFER-2001
Permit Issued:
April 10, 2017
Permit Expiration:
Life of Site
Facility Name:
City of Rocky Mount
Transfer Station #2
Owner/Operator:
City of Rocky Mount
Contact:
Cameron Privott
Environmental Services Superintendent
252.467.4956, o
252.343.3152, m
[e-mail]
SITE INFORMATION
Address:
1221 Thorpe Road
City:
Rocky Mount
State:
NC
County:
Nash
Tipping Floor Size:
5,550 sf
(75' x 74')
Site Acreage:
27.3 ac
Latitude/ Longitude:
35.970868,-77.795599
SOLID WASTE VOLUMES & CHARACTERISTICS:
The City of Rocky Mount receives municipal waste at this site in accordance with North Carolina Solid
Waste Management Rules NCGS 130A. The facility does NOT accept hazardous waste, yard trash, liquid
wastes, regulated medical waste, sharps not properly packaged, regulated -asbestos containing material
and wastes banned from disposal. The waste collected at this transfer facility is transported off -site to a
regional sanitary landfill facility. The City does not use chemicals for washing the concrete floor. The
facility is regularly inspected by the North Carolina Department of Environmental Quality (NCDEQ)
Division of Waste Management Solid Waste Section.
The facility operates 5 days/week for 52 weeks/year, with a total of 260 days/year in operation. From
annual reports and City records for reporting years 2013 to 2021, the following information was
obtained. Significantly, the amount of waste received in the past seven years has NOT exceeded the
permitted quantity.
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City of Rocky Mount Transfer Station
SOLID WASTE RECEIVED:
Tons/ year (avg)1: 71,472
Tons/ day (avg): 275
Permitted Tons/dayZ: 700
1Based on annual reports from July 2013—June 2021
2From "Permit Amendment Application and Operations Plan," revised 1/3/14,
referenced in Attachment 1 of the Permit Approval to Operate, dated 4/10/17
Annual Solid Waste Received
86,430
86,000
84,000
82,000
80,000 —
78,000 —
,� 76,000 —
c
H 74,000 — — Average
72,000 _ _ Tons/Year=
71,472
70,000 68,729 —
68,057
68,000 — — - —
66,000 65,012 66,522
64,000 —
62,000
ti°tip ti°�� ti°moo A ti°y� ti°moo
LO, LOB LOB LOB y0, LOB y0, 100 Reporting Period
RECYCLING WASTE VOLUMES & CHARACTERISTICS:
The old transfer station (closed Permit 6402T) is used for processing of recycling waste.
RECYCLING WASTE RECEIVED:
Tons/ year (avg)1: 2,361
Tons/ day (avg)z: 11.4
Permitted Tons/day recycling waste3: 350
'Based on annual reports from 2019-2020
2Based on 208 service days per Cameron Privott
3From "Permit Amendment Application and Operations Plan," revised 1/3/14,
referenced in Attachment 1 of the Permit Approval to Operate, dated 4/10/17
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City of Rocky Mount Transfer Station
The following items were reviewed for compliance with Attachment 3 of the Permit Approval to
Operate, dated 4110117:
ATTACHMENT 3: CONDITIONS OF PERMIT APPROVAL TO OPERATE
Part 1: General Facility
1. The facility must be adequately secured by means of gates, chains, berms, fences, or other security
measures approved by the Section to prevent unauthorized entry.
Comment: The facility is secured by fences and locking gates. [.0405(e)(1)].
2. Signs must be posted at the entrance to the facility that state that no hazardous waste or liquid
waste can be received at the facility, and provide information on dumping procedures, the hours of
operation, the permit number, contact name, telephone number, and other pertinent information.
Traffic signs or markers must be provided as necessary to promote an orderly traffic pattern to and
from the discharge area and to maintain efficient operating conditions.
Comment: Signs are posted onsite as required. [.0405(e)(4)]. See Appendix.
3. Interior roadway must be of all-weather construction and maintained in good condition.
Comment: Interior roadways are paved and well maintained, and are routinely swept clean of
debris. [.0405(e)(3)].
4. A responsible individual trained and certified in facility operations must be on -site at all times
during all operating hours of the facility, in accordance with N.C.G.S. 130A-309.25. An attendant
must be present to oversee the loading and unloading of waste.
Comment: The facility has three (3) Certified Transfer Station Operators to provide adequate
supervision at all times. Attendants were present during loading and unloading of waste during
site inspection. The Operations Manual should be updated to ensure that all staff participate in
no less than eight (8) hours of training updates annually that includes a review of the operations
plan and permit documents. Documentation of the training shall be placed in the operating
record. [.0405(a)(7)]. See training certificates in Appendix.
S. Copies of this permit, the approved plans, and all records required to be maintained by the
permittee must be maintained at the facility and made available to the Section upon request
during normal business hours.
Comment: Copies of all permits, plans and records are kept in the office of Cameron Privott,
Environmental Services Superintendent.
6. All sedimentation and erosion control activities must be conducted in accordance with the
Sedimentation Control Act.... The Section must be notified of any approved modifications to the
sedimentation and erosion control plan.
Comment: No land disturbance observed. Transfer trailer trucks are covered prior to leaving
the site. [.0405(a)(6].
7. Facility construction, operations or practices must not cause or result in a discharge of pollution,
dredged material, and/or fill material into waters of the state in violation of the requirements
under Sections 401 and 4040 or the Clean Water Act, as amended.
Comment: n/a
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City of Rocky Mount Transfer Station
8. Fire lanes must be established and maintained at all times. The dimensions of the fire lanes must
be coordinated with the Fire Marshall having jurisdiction over the site.
Comment: Fire lanes of all-weather construction well maintained. The City of Rocky Mount
provides fire protection services at this site. Rocky Mount Fire Station #6 (located at 105 Rowe
Drive) is approximately 1.4 miles from the site.
9. Open burning of solid waste is prohibited. Fires must be reported to the regional waste
management specialist with 24 hours or the occurrence, followed by a written notification within
15 calendar days of the occurrence.
Comment: No burning is allowed on site or observed during inspection.
10. Financial assurance as required by state rules and statutes must be continuously maintained for
the duration of the facility and updated and submitted annually to the Section by the anniversary
date of the issuance of this permit.
Comment: not observed.
Part 11: Transfer Station / Treatment and Processing Unit
1. This permit approval is for the life -of -site as defined in N.C.G.S. 130A-294(a2).
Comment: no comment.
2. The facility is permitted to receive municipal solid waste as defined in N.C.G.S. 130A — 290 (a)
(18a).
Comment: Unloading and loading of municipal solid waste observed at tipping floor.
3. The transfer station permitted as 6402-TRANFER-1997 is located on the property and is used as a
collection and transfer facility for recycled materials. It is no longer operated as a solid waste
transfer station. If this facility is to resume accepting solid waste, the Section must be notified and
an inspection conducted prior to accepting solid waste.
Comment: Recycling facility observed during inspection. No processing of solid waste observed
at recycling processing facility.
4. The following, at a minimum, must NOT be accepted for disposal at the facility: hazardous waste,
yard trash, liquid wastes, regulated medical waste, sharps not properly packaged, regulated -
asbestos containing material as defined in 40 CFR 61, PCB waste as defined in 40 CFR 761, and
wastes banned from disposal in North Carolina by N.C.G.S. 130A-309.10(f).
Comment: No prohibited material observed onsite during inspection. [0405(a)(9)].
S. The waste collected at this transfer facility must be transported to a sanitary landfill facility that is
a. permitted to receive the type of waste specified, and
b. whose service area includes the origin of the waste.
Comment: Solid waste collected at this facility is transported by the City's contractor (Republic
Services, Inc.) to the East Carolina Environmental Regional Landfill.
East Carolina Environmental Regional Landfill
1992 Republican Road
Aulander, NC 27805 Bertie County
252.348.3322
Permit # 0803-MSWLF-1993
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City of Rocky Mount Transfer Station
6. The permittee must not knowingly dispose of, or accept for transfer for subsequent disposal,
municipal solid waste that is generated within the boundaries of a unit of local government that by
ordinance:
a. Prohibits generators or collectors of municipal solid waste from disposing of that type or
form of municipal solid waste.
b. Requires generators or collectors of municipal solid waste to recycle that type or form of
municipal solid waste.
Comment: The City conducts random screenings of loads at the truck scales and on the tipping
floor to ensure compliance with this requirement. Screening records are kept on file.
[.0405(a)(8)].
7. The permittee must develop and implement a training and screening program at the facility for
detecting and preventing unauthorized wastes from being accepted at the facility. At a minimum,
the program must include:
a. Random inspections of incoming loads or other comparable procedures.
Comment: The City conducts random screenings of loads at the truck scales and on the
tipping floor to ensure compliance with this requirement. [.0405(a)(8)].
b. Records of all inspections
Comment: Screening records are maintained in the scalehouse.
c. Training of personnel to recognize hazardous, liquid and other excluded waste types.
Comment: Certified operators are present at all times during facility operations and
tipping floor personnel participate in regular training. [.0405(a)(7)].
d. Development of a contingency plan to properly manage any identified hazardous, liquid, or
other excluded or unauthorized wastes. The plan must address identification, removal,
storage and final disposition of these wastes.
Comment: Contingency Plan is included in the Operations Plan (1/3/14), which needs to
be updated.
8. The facility must not cause nuisance conditions.
a. The tipping floor and transfer trailer loading area must be maintained in a clean, sanitary
condition at all times and must be cleaned at least daily in accordance with the approved
operation plan.
Comment: Tipping floor and transfer loading area were in use during time of inspection
but according to Cameron Privott are cleaned at least daily. [.0405(a)(11)].
b. Waste must only be deposited on a "tipping floor" or directly into a transfer container.
Waste must not be stored on the "tipping floor" after operating hours.
Comment: Tipping floor and transfer loading area were in use during time of site
inspection but according to Cameron Privott no waste is stored on the floor after hours.
c. Waste may be stored on -site, in vehicles or containers that are constructed, operated, and
maintained to be leak resistant to prevent the creation a nuisance to the public health
from the escape of solid, semi -solid, or liquid waste a maximum of 72 hours when the
facility is closed during a weekend or holiday. Storage of the waste must not cause any
nuisance, such as odor or attraction of vectors.
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City of Rocky Mount Transfer Station
Comment: Waste is temporarily stored in transfer loading trailers. No leakage
observed. At the time of inspection, several trailers full of waste were in the trailer
staging area waiting to be hauled offsite due to backlog at landfill. The City was in
contact with their contractor, Republic Services, who was responsible for the hauling of
the waste to the landfill (and has been since approximately 2009).
During similar situations, the City employs the following Contingency Plan should there
be a backlog of waste,
• The City terminates the receipt of waste material until the backlog is cleared.
• The City remains in constant communication with Republic Services, who is
responsible for the hauling of waste to the East Carolina Regional Landfill.
• If an extended period of delay is expected, Republic Services has an alternate
disposal site in Brunswick County.
To the City's knowledge, any backlog of waste in the past has been resolved within 24
hours. The Operations Plan should be updated to include the waste backlog
Contingency Plan.
d. Effective vector control measures must be applied at all times to control any potential
vectors including flies, rodents, insects, and other vermin.
Comment: The City uses washwater on the tipping floor and the street sweeper on
drive areas to keep the facility clean. No areas of ponding water were observed that
would breed mosquitoes. According to the Operations Plan, the City's mosquito control
program and licensed exterminators are used if required to control insects and rodents.
Openings at the entrance to the tipping floor and ventilation fans provide ventilation.
All waste is removed from the tipping floor and transfer loading bay daily.
e. Control measures must be utilized to minimize and eliminate visible dust emissions and
blowing litter.
i. Fugitive dust emissions are prohibited.
ii. Windblown materials must be collected by the end of the day and no windblown
material may be allowed to leave the facility boundary.
Comment: The Operation Manual states that all incoming vehicles must have their
loads covered with tarps upon arrive at the site (or be fully enclosed). Outbound
transfer trailers are also required to be covered. Personnel regularly police the facility
for windblown litter. During site inspection an employee was covering a transfer trailer
in the staging area for hauling to the landfill. During site inspection litter was observed
near the transfer station loading bay. Personnel should pay extra careful attention to
this area and remove windblown waste around the facility daily. No windblown waste
was observed near the facility boundary.
9. All water that comes in contact with solid waste, including vehicle wash -down water, is leachate
and must be captured and properly treated before release to the environment.
a. The leachate control system, such as floor drains, leachate collection devices, sanitary
sewer connections and leachate storage tanks, must be operational during facility
operations.
b. The tipping floor must drain away from the building entrance and into the leachate
collection system.
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City of Rocky Mount Transfer Station
Comment: The tipping floor is sloped to drain from the building entrance toward the
push wall with 6" diameter weep holes draining to the truck bay approximately 9 feet
below. All water contacting solid waste, including wash -down water, is collected by the
leachate collection system.
The leachate/washwater collection drains inside the truck bay collect and convey water
via 8" gravity lines to the oil/water separator connected to the leachate pump system,
which pumps effluent to the nearby manhole and municipal wastewater system (Permit
No. NC0030317). The leachate system appeared to be function properly during
inspection, though testing of pump station was not observed by Appian. The oil/water
separator is pumped out regularly by Eastern Environmental Management, LLC
(252.443.2224). The duplex pump station is inspected regularly by personnel. Written
documentation of inspections and testing of the pumps (automatic floats and manual
operation), high-water alarm/lights, etc., should be kept.
10. The permittee must maintain a record of the amount of solid waste received at the facility,
including daily records of waste received and origins of the loads. Scales must be used to weigh
waste. The daily records are to be summarized into a monthly report for use in the required annual
reports.
Comment: Waste received at the station is measured by the truck scale, with instantaneous and
daily reports provided to the Superintendent. Daily report on the computer was observed
during inspection.
11. On or before August 1 annually, the Permittee must submit an annual facility report to the Solid
Waste Section, on forms prescribed by the Section.
Comment: Annual reports from previous years were obtained at the DEQwebsite.
Part 111: Miscellaneous Solid Waste Management
1. Wastes received and product stored shall be maintained in containers or reasonably sized piles
with adequate fire breaks and lanes in accordance with the approved operational plans and the
pertinent rules.
Comment: Waste received is immediately dumped on the tipping floor and transferred to haul
trailers, which are temporarily stored onsite until transported to the landfill.
2. Surface water shall be diverted from all operational and storage areas to prevent standing water in
operational areas and under or around storage piles. Water that comes in contact with solid waste
shall be contained on -site or properly treated prior to discharge.
Comment: The entrance of the tipping floor serves as a local high point or ridge line directing
exterior surface water to a nearby 2'x3' catch basin. The tipping floor has a 0.5% slope to
prevent standing water. Water that comes into contact with solid waste is captured by the
leachate collection system. No areas of standing water were observed in the operational or
storage areas during site inspection.
3. These areas shall be operated and maintained with sufficient dust control measures to minimize
airborne emissions and to prevent dust from becoming a nuisance or safety hazard.
Comment: The City street -sweeper and washwater are used daily to minimize airborne
emissions. No significant areas of dust were observed during the inspection.
4. These areas shall be operated and maintained in a manner to minimize odors, prevent the creation
Appian Consulting Engineers, PA

City of Rocky Mount Transfer Station
of a nuisance, potential health hazard, or a potential fire hazard.
Comment: As stated above, the City removes all waste from the tipping floor daily, sweeps
drive areas daily, and polices the site for windblown debris.
S. Effective vector control measures shall be applied as necessary to control flies, rodents, insects, or
vermin.
Comment: As stated above, the City uses washwater on the tipping floor and the street
sweeper on drive areas to keep the facility clean. No areas of ponding water were observed
that would breed mosquitoes. According to the Operations Plan, the City's mosquito control
program and licensed exterminators are used if required to control insects and rodents.
Openings at the entrance to the tipping floor and ventilation fans provide ventilation. All waste
is removed from the tipping floor and transfer loading bay daily. No rodents or vermin were
observed and a minimal amount of flies/insects were observed during inspection.
6. The facility must manage all operations in accordance with all applicable statutes and rules of the
State of North Carolina.
Comment: The facility overall appears to be in general compliance with the approved permit.
White Goods
7. The facility is permitted to receive white goods as defined in N.C.G.S. 130A-290(44).
8. The facility must manage white goods in accordance with the operation plan included in
Attachment 1, Part 11, List of Documents for the Approved Plan. Any revisions to the approved plan
shall be approved by the Section prior to implementation.
9. The facility must manage white goods in accordance with all applicable statutes and rules of the
State of North Carolina.
10. White goods collection areas shall provide for the proper removal of chlorofluorocarbon
refrigerants.
Comment: White goods are received and inspected prior to delivery to Rocky Mount Recyclers
for processing.
- End of Permit Conditions -
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City of Rocky Mount Transfer Station
The following items were reviewed for compliance with 15A NCAC 13B .0400, which became effective
on January 1, 2021:
15A NCAC 13B .0403 SITING AND DESIGN REQUIREMENTS
(b) Sites shall meet the following design requirements:
1. Sites shall be designed and constructed so that all solid waste receiving, handling, transfer, and
storage occurs on an impervious surface, such as concrete or asphalt, unless otherwise stated
in the site permit.
Comment: All solid waste receiving, handling, transfer to temporary storage trailers
occurs on a concrete slab tipping floor.
2. Tipping floors shall be located within an enclosed building or covered area to prevent
precipitation from coming into contact with waste, and all waste shall be managed on the
tipping floors unless otherwise stated in the site permit. For the purpose of the rules of this
Section, "tipping floor" means the area where waste is offloaded from residential or
commercial vehicles, and staged and consolidated for transport to its intended disposal
location.
Comment: The tipping floor is enclosed on three (3) sides.
3. All recovered materials and recyclables stored at the site shall comply with G.S. 130A-309.05(c).
Comment: Recycled materials are received at the recycling area and transferred to
specific trailers for hauling.
4. The site shall be designed to operate within the capacity specified in the permit to
accommodate estimated waste volumes, and within schedules prescribed in the permit for
removal of all waste streams and materials permitted to be handled at the site. Other activities
occurring at a site shall not prohibit compliance with the operational requirements in Rule
.0405 of this Section.
Comment: Based on annual reports and information provided by Cameron Privott, the
facility is operating within the permitted and designed waste volume capacity. The site
appears to operating in compliance with prescribed schedules for removal of waste and
materials permitted to be handled at the site.
S. A water supply shall be provided for cleaning site floors, walls, and equipment.
Comment: Municipal waterlines with fire hydrants and hose bibbs are available at the
transfer station and truck scales building.
6. Leachate, including wash water and process water, shall be collected and contained within the
site's collection and containment system described in the site permit.
Comment: Leachate is contained within the leachate collection system.
7. All vehicles and containers that contain solid waste shall be staged within the perimeter of a
leachate collection system or shall comply with Rule .0405(c) of this Section.
Comment: Trailers temporarily containing solid waste area are designed to be leak
resistant. Personnel conduct regular inspections of the trailers.
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City of Rocky Mount Transfer Station
8. Leachate collection and treatment systems shall be designed to facilitate the removal of
leachate and wastewater, and may include pipes, manholes, trenches, berms, collection sumps
or basins, pumps, risers, liners, and liner splices.
Comment: The engineered leachate collection system designed by Almes & Associates,
Inc., was installed in 2000 and includes basins, piping, manholes, oil/water separator
and pump station.
9. The site design shall include barriers such as fencing and gates to prevent unauthorized entry
and to minimize the escape of windblown materials off site.
Comment: The facility is surrounded by perimeter fencing and locking gates.
10. In accordance with G.S. 130A-295.5, sites shall be designed and operated so that traffic
congestion from loading and unloading of collection and transportation vehicles is minimized
beyond the site entrance onto the public road, and beyond any egress ramp approved by the
N.C. Department of Transportation.
Comment: Adequate room is available for queuing of trucks delivering and unloading
waste without blocking the driveways or creating congestion on the entrance to the
public road.
11. An all-weather road that is accessible by the Division and loaded collection vehicles shall be
provided from the entrance gate to the unloading, receiving, and tipping areas.
Comment: All-weather paved roads are installed as required.
12. Storage areas for waste materials shall be designed to prevent potential fires from spreading
outside the storage area, to prevent vectors, and to prevent the escape of waste, leachate,
odors, dust, and litter from the site.
Comment: Haul trailers temporarily stored onsite are designed to be leakproof. The
Operations Manual requires that all vehicles entering and leaving the site keep waste
covered. Perimeter fencing ensures that litter does not leave the site. [.0405 (a)(10)]
13. If materials banned from landfill disposal in accordance with G.S. 130A-309.10(f) or recyclable
materials will be stored on site, the site design shall include a storage area for these materials
that is separate from the areas used for handling of waste meant for disposal.
Comment: Materials banned from landfill disposal areas are rejected immediately and
not stored on site. A record of rejected wastes should be maintained. [.0405 (a)(8)]
14. Sites shall be designed and operated to prevent the attraction of vectors.
Comment: The City uses washwater on the tipping floor and the street sweeper on
drive areas to keep the facility clean. No areas of ponding water were observed that
would breed mosquitoes. According to the Operations Plan, the City's mosquito control
program and licensed exterminators are used if required to control insects and rodents.
Openings at the entrance to the tipping floor and ventilation fans provide ventilation.
All waste is removed from the tipping floor and transfer loading bay daily. No rodents
or vermin were observed and a minimal amount of flies/insects were observed during
inspection.
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City of Rocky Mount Transfer Station
15. Sites shall be designed and operated to minimize the spread of odors and fugitive dust
emissions generated by solid waste over the property line to comply with 15A NCAC 02D .0540
and .1806.
Comment: See item #14.
16. Sites shall be designed, operated, and maintained to direct surface water run-on and run-off to
prevent ponding or collection of surface water in waste handling and storage areas.
Comment: The entrance of the tipping floor serves as a local high point or ridge line
directing exterior surface water to a nearby 2'x3' catch basin. The tipping floor has a
0.5% slope to prevent standing water. Water that comes into contact with solid waste is
captured by the leachate collection system. No areas of standing water were observed
in the operational or storage areas during site inspection.
17. Sites that intend to accept, process, or recycle construction and demolition wastes shall be to
comply with 40 CFR 61, Subpart M, and G.S. 130A-444 through 452.
Comment: Construction and demolition wastes are rejected immediately and not
stored on site. C&D waste is referred to the landfill.
- End of 15A NCAC 138.0402 -
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City of Rocky Mount Transfer Station
This assessment report includes a qualitative assessment of the status of the transfer station building,
access roadway, truck scale, leachate collection system, etc.
TRANSFER STATION BUILDING
Sections of exterior metal walls along the transfer trailer loading bay are missing or in need of
replacement, as noted by DWM inspectors since January 2018. Repairs need to be made to prevent
the waste on the tipping floor and loading bay from leaving the area, excess rainwater from entering the
tipping floor, protect against vectors, and to be in compliance with the approved Permit Approval to
Operate. The City is in the process of obtaining funding to repair the building.
"1122011cirgKorel Mk
1. BACKGROUND INFORMATION
The concrete tipping floor permitted by 6405T was constructed in 2001, with an additional top
concrete slab placed in 2008. The reinforced top slab was to be bonded to the existing substrate
slab with epoxy adhesive. In spring of 2008, the bonded 7" slab was installed on top of the
underlying 8" structural slab.
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City of Rocky Mount Transfer Station
In 2012 the City began to notice that the floor showed significant signs of wear after just four (4)
years of use. Large areas of the top slab had eroded 3" in depth, so that that reinforcing steel was
exposed and in some places protruding dangerously. Almost 25% of the floor became severely
eroded so the City installed an asphalt patch for temporary repair. The push wall also needed
repairs, as the structural attachments had pushed through the wall leaving holes.
2. TIPPING FLOOR REPLACEMENT IN 2014
In 2014 the City contacted Appian Consulting Engineers to provide recommendations for repair of
the tipping floor and push wall. The tipping floor replacement was to be part of an overall Transfer
Station improvement project that included truck scale replacement, scale house exterior
improvements, storm drainage and asphalt paving. Appian consulted with Geotechnologies, Inc., to
evaluate the condition of the existing floor and obtain concrete core samples for testing (see
Geotechnologies report in Appendix). Chemical testing indicated that there did not appear to be a
serious impact on concrete from acidic waste materials. There was no visual evidence that the
concrete was being impacted by alkali -silica reaction (ASR).
Leak & Associates provided an engineered design -build system that included the following:
• Removal of existing damaged floor areas prior to placement of the new slab
• Design for constructing a new 5,550 sf sacrificial reinforced concrete floor (6" to 9" in depth)
on top of the existing slab. The floor was engineered in such a manner that when isolated
areas would require repair or replacement, just those areas need be removed and not the
entire floor.
• Placement of four (4) wear plate indicators, where the top of the triangular wear plate was
set at the top of the finished concrete grade
3. TIPPING FLOOR WEAR PLATES
Appian inspected the tipping floor facility in June 2019
and June 2020 to evaluate its performance and found
the push wall and tipping floor in excellent condition.
There was no gouging or areas of concern, even after
the City had processed more than 400,000 tons of
solid waste since installation of the floor in 2014.
Appian obtained detailed measurements of the wear
plates and determined that there was minimal
deterioration of the sacrificial wear slab over the past
six (6) years.
►� �II_1i1�_���uhl_��iI:T►�hl�1t��
6/5/19
6/15/20
Change From
Previous Year
Wear Plate #1 1-1/8"
1%"
3/8"
Wear Plate #2 1-3/8"
1-5/8"
%"
Wear Plate #3 3/4"
1"
V
Wear Plate #4 5/8"
7/8"
%"
PMOTO #7
I II
PMOTO #2
Pa_ROTO03
rl r x �.x III
PMOTOOW
,A� � �. 9pLIp WL$TE.R.IMjER Si.,ION
FLOOR WFM IH9PCCilOH &15R➢ r
Appian Consulting Engineers, PA

City of Rocky Mount Transfer Station
The wear plates indicate that the average deterioration of the new sacrificial floor (6" to 9" concrete
slab) was approximately 1% inches in the past six (6) years. At the current rate, the projected life
expectancy is more than 15 years without the need to replace the floor. If repairs are needed in the
future, the floor is designed in such a manner that only the required sections need be replaced, not
the entire floor.
See Case Study Report in Appendix.
II:LV[►111a:Z.12reIIIto] 0E11Ly:IWIT,&WI
In 2014, Leak & Associates provided the design and construction of approximately one -hundred fifty
(150) feet of new steel -plated reinforced concrete push wall (4 to 8 feet in height, 8 inch thick). The
transfer station push wall is generally in good condition.
TRANSFER STATION — LEACHATE COLLECTION
Leachate drains appear to be clean and functioning properly.
Although regularly inspected regularly by personnel, written
documentation of inspections, testing and repairs was not available.
The Operations Manual should be revised to include written
documentation of inspections and testing of the pumps (automatic
floats and manual operation), high-water alarm/lights, maintenance
records, pumping of oil/water separator, etc.
During site inspection litter and coils of loose wire were observed
near the transfer station loading bay, oil/water separator, and
stormwater inlet. Personnel should pay extra careful attention to
this area and remove windblown waste around the facility daily.
RECYCLING AREA
P
The recycling area was clean and in good condition during site inspection.
Appian Consulting Engineers, PA

City of Rocky Mount Transfer Station
ACCESS ROADWAYS
Roadways are paved and well maintained, and were clean
during the site inspection. Some paved areas near the
truck scale are showing signs of deterioration and should be
repaired. Cameron indicated that the City is budgeting for
these asphalt repairs. Paved parking areas appear to be in
good condition.
TRUCK SCALE
In 2014 the truck scale was replaced and repairs to be brick curtain wall, wood decking and drainage
around the scale house were completed. The scale house and decking appears to be generally in good
condition. Charlotte Scale Company installed a new 70' long "Custom Rice Lake Steel Deck OTR Truck
Scale" with Cardinal 201 Scale Indicator connected to the City's WasteWORKS computer software.
Charlotte Scale continues to perform semi-annual maintenance calibrations. The scales and approaches
appear to be in good condition.
As described above, we offer the following recommendations to ensure compliance with current
regulations:
1. Transfer Station:
a. Repair exterior metal walls along transfer trailer loading bay.
b. Maintain daily inspections and removal of wind-blown litter.
2. Site:
a. Repair deteriorating areas of asphalt paving near truck scales.
3. Operational Records
a. Develop and maintain daily/ weekly/ monthly inspection and maintenance checklists,
including inspection of temporary storage trailers (to ensure no leaks)
b. Update Oil/Water Separator and Pump Station checklists to include inspector's name,
description of testing (manual operation of pumps, testing automatic floats, high-water
alarm/light, etc.), no visible sheen of oil, date of removal of waste, etc.
4. Operations Plan:
a. Update list of certified operators
b. Update Operations Plan to include the waste backlog Contingency Plan.
c. Update Operations Plan to ensure compliance with 15A NCAC 13B .0405, including
documentation for:
i. Training.
During hours of operation, an operator trained in accordance with G.S. 130A-
309.25 shall be on -site. Sites shall provide all staff with no less than eight (8)
Appian Consulting Engineers, PA

City of Rocky Mount Transfer Station
hours of training updates annually that includes a review of the operations plan
and permit documents. Documentation of the training shall be placed in the
operating record...
ii. Waste Screening.
Sites shall comply with the following waste screening requirements: Site
personnel shall screen incoming loads weekly at a rate of no less than five
percent (5%) of the average daily waste tonnage reported in the site's annual
report for the previous year. Site personnel shall be trained annually to identify
liquid waste, hazardous waste, polychlorinated biphenyl (PCB) wastes, special
wastes as defined in G.S. 130A- 290(a)(40), wastes banned from landfill disposal
in accordance with G.S. 130A-309.10(f)... Waste screening and rejected wastes
shall be recorded in writing, and the records shall be kept on site for no less
than five (5) years...
iii. Site Cleaning and Maintenance:
Unless otherwise stated in the site permit, all waste shall be removed from the
tipping floor, the truck loading bays, and from behind push walls by the end of
each day of operation and disposed of in accordance with this Subchapter. The
tipping floor, push walls, and truck loading bays shall be cleaned with a pressure
washer no less than once per month. The remaining areas of the site building
including side walls and any material storage areas outside of the building shall
be cleaned with a pressure washer no less than twice per year. Wash water
generated from cleaning waste handling areas shall be contained and treated as
leachate. Cleaning and maintenance records shall be maintained...
iv. Operating Record and Recordkeeping requirements.
The owner or operator of a site shall retain an operating record in electronic or
hard copy format at the site, or in an alternative location stated in the permit.
The operating record shall contain the following information:
1. records of waste inspections, monitoring results, certifications of
training, and training procedures
2. amounts by weight of solid waste received at the site including county
and state of generation
3. demonstrations, certifications, findings, monitoring, testing, or
analytical data
4. cost estimates and financial assurance documentation
5. site audit records, compliance records, maintenance records, and
inspection reports
6. a copy of the current Permit to Construct and Permit to Operate
7. a copy of the plans that have been incorporated into the permit
8. a Corrective Action Plan, if required by 15A NCAC 02L .0106.
Appian Consulting Engineers, PA

City of Rocky Mount Transfer Station
Overall, the facility and its operations appear to be in compliance with the original design, permit
documents and readopted rules. The City should prioritize and budget the recommendations shown
above and possibly contract with a third -party consultant to confirm compliance with the readopted
rules.
• Photos, 6/15/21
• Overall Site Plan
• Case Study: Tipping Floor Replacement, 8/19
• Construction Plans from 2014
• Construction Plans from 2000
• Permit Approval to Operate, 4/10/17
• Recent Inspection Reports
• Recent Annual Reports
• Regulations: 15A NCAC 1313.0400, effective 1/1/21
Prepared by:
David C. Revoir, PE
Appian Consulting Engineers, PA
Fr-1rI 0
CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
P.O. Box 7966 • Rocky Mount, NC 27a04
Phone: [phone]
Fax: [phone]
www. a p p i ane ng i n ee m.co rn
Appian Consulting Engineers, PA

APPENDIX
• Photos, 6/15/21
• Overall Site Plan
• Case Study: Tipping Floor Replacement, 8/19
• Construction Plans from 2014
• Construction Plans from 2000
• Permit Approval to Operate, 4/10/17
• Recent Inspection Reports
• Recent Annual Reports
• Regulations: 15A NCAC 13B .0400, effective 1/1/21

PHOTOS
June 15, 2021

ir
` r
th ,
�! IL
Source: Google
Aerial Photograph
Photographs taken June 15, 2021
Signage near truck scales
Appian Consulting Engineers, PA

Recycling area at the old tipping floor
(previously permitted as 6402T)
View of Tipping Floor Building,
looking southwest between
the recycling facility and the
tipping floor.
Appian Consulting Engineers, PA

W
View of west side of tipping floor building at transfer trailer loading bay.
Damaged exterior metal panels should be replaced.
View of south side of tipping floor building at transfer trailer loading bay.
Damaged exterior metal panels should be replaced.
Appian Consulting Engineers, PA

View of oil/water separator at south side of tipping floor building. Litter and coils of loose wire were
observed near the transfer station loading bay, oil/water separator, and stormwater inlet. Personnel
should pay extra careful attention to this area and remove windblown waste around the facility daily.
View of leachate pump station at south side of tipping
floor building.
Appian Consulting Engineers, PA

View of scale house and truck scale.
View of parking area and asphalt drive at scale house. Some paved areas near the truck scale are
showing signs of deterioration and should be repaired.
Appian Consulting Engineers, PA

OVERALL SITE PLAN

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POWe 'I of 11
NOTES : CERTIFICATE OF CITY APPROVAL
/ 3/AT INTERSECTION OF 1.-THIS PROPERTY IS NOT LOCATED WITHIN A 100 YEAR FLOODPLAIN
R/W OFF AIRPORT RD.. & 1!e THORPE RD. CERT1FlCpTniV BY THE DIRECTOR OF PLANNING AND CITY BOUNDARY PER FEMA FLOOD INSURANCE RATE MAP 372038510OJ,
A Ly , Iti COMMUNITY NUMBER 370092, EFFECTIVE DATE DUNE 18, 2013. ENGINEER THAT THIS CLOT WAS APPROVED BY THE
TECHNICAL REVIEW COMMITTEE ON. AND
2.-AREA IS COMPUTED BY COORDINATE METHOD. MEETS THE CITY ANDARDS FOR MINOR SUBDIVISION.
1� 3.--SURVEYOR ONLY LOCATED ABOVE GROUND UTILITIES
4.-SURVEYOR IS NOT RESPONSIBLE FOR ANY SUBSURFACE STRUCTURES
7;& , & SUCH AS UTILITIES, TANKS OR PIPES LOCATED IN THE AREA SHOWNus t '
'51��
301 o US . ENN
HEREONGItMER DATE r
BY-PASS 301 z 5.-DISTANCES SHOWN ALONG CURVES ARE CHORD DISTANCES.
Bus o / CONTROL CORNER 6.--ALL RIGHT -OF --WAYS ARE PUBLIC UNLESS OTHERWISE NOTED.
1 NAD 1983 (SPC 3200 NC) 7.--SURVEYOR DID NOT FIND ANY CEMETERIES LOCATED ON SUBJECT
N= 811354.201 FEET
o z m PROPERTY AND IS NOT RESPONSIBLE FOR ANY UNMARKED H RAVES DIRECT -OF PLANNING YELOPMENT RhE
AIRPORT co E=2356535.743 FEET OR OTHER BURIAL SITES.
COA48INED S. F. = 0.9995252 &--TOTAL ACREAGE - 0.787 Ac. REVIEW OFFICER �RnFleanON
(MAP BOOK 36 PAGE 393 9.-TOTAL AREA IN RIG HT -OF -WAY = 0.0 Ac.
10.-TOTAL NUMBER OF LOTS = 1 STaof NORTH CAROLINA
11,-THIS PLAT IS SUBJECT TO ALL EASEMENTS, AGREEMENTS, AND COUNTY
RIGHTS -OF -WAYS RECORDED PRIOR TO THE DATE OF THIS PLAT. H„ ,i L L,,70•, ; , ,I EVIEW OFFICER OF NASH COUNTY.
s ¢ THIS SURVEYING FIRM WAS NOT PROVIDED WITH A TITLE SEARCH, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION
OPINION OF TITLE OR TITLE COMMITMENT, THEREFORE SURVEYOR IS AFFIXED MEETS ALL STA Y REQUIREMENTS FOR RECORDING
pp IS NOT RESPONSIBLE FOR ANY ENCUMBRANCES RESULTING FROM
s / � � �� MAR 5 EL-- 7 01, 98 0 A THOROUGH TITLE SEARCH.
VICINITY MAP NTs �J, O12.-PROPERTY ZONING INFORMATION m&ny
<" ZONE: 1-2 DATE VIE►Y R
/ SIGN �• Ss 0- ZONING SETBACKS
CERTIFICATE OF SURVEY AND ACCURACY / / ��d` FRONT = 25'
I. DONALD S. HILHORST. CERTIFY THAT THIS PLAT WAS DRAWN UNDER �� �� SIDE - 10'
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY / O� �� REAR = 10°
SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK (SEE). PAGE 1 CP �� r-. 13.-LEGAL REFERENCE: BEING A PORTION OF PROPERTIES DESCRIBED iN DEED
(NOTE 13) THAT THE BGxUNDA121ES NOT SURVEYED ARE CLEARLY ov
o*"F. 'ly BOOK FROM INFORMATION FOUND IN BOW (SEE), 4
INDICATED AS DRAM 58 PAGE 434, DEED BOOK 260 PAGE 250, DEED 800K 37s PAGE
WN / v' 9
PAGE (MOTE 19). THAT THE RATIO OF PRECISION AS CALCULATED IS �� 507, DEED BOOK 464 PAGE 190, AND AS SHOWN ON MAP BOOK 4 PAGE
?z
1.10,001)+, THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH / � � � � � .S c` � 50, ALL DEEDS AND MAPS ARE RECORDED AT THE NASH COUNTY PUBLIC
S. G47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE. 1 MH o
REGISTRATION NUMBER, AND SEAL THIS 2nd DAY OF .TUNE 2014. �/ � _ �� � � � REGISTRY.
14.-TAX MAP NUMBER - 3851.19-60-2316
CERRFICATE OF PURPOSE OF PLAT 15.-ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS
CT
�� �'��� OTHERWISE NOTED.
!, DONALD S, HIU+DRST, PROFESSIONAL LAND SURVEY%. L--37BS / �
`� CERTIFY THAT THIS PLAT IS OF A SURVEY THAT CREATES A SUBMVIStCM ®/ g ` 16,-A NEW 5' DRAINAGE & UTILITY EASEMENT SHALL BE CREATED AROU14D THE
( !' OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN PERIMETER OF NEW LOT AS SHOWN HEREON.
\iJi ORDINANCE THAT REGULATES PARCELS OF LAND. Cs �_. - 17,-ADJACENT PROPERTY LINES SHOWN AS DASHER LINES WERE DRAY FROM
ADJACENT PROPERTY DEEDS AND MAPS SHOWN HEREON.
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SIGN did NOTE 76j
PROFESSIONAC D SURVEYOR REOSTRATION NUMBER � FSP�P `' R, ��� N� 4/2" � 0`Oja
\ �IRS
1 CERTIFICATION OF OWNERSHIP & DEDICATION / � � � o � 01 �%S �{ "IN
° 112" SIRS
THE UNDERSIGNED HEREBY ACKNOWLEDGE(S) THAT (HE) (THEY) \ � SIGNAL
(IS)(ARE) OWNERS OF THE PROPERTY SHOWN HEREON THIS PLAT � Posr DI � \ � 7
HAYING ACQUIRED TITLE THERETO BY HEED RECORDED IN BOOK, (SEE)
PAGE (NOTE 13) OF THE NASH COUNTY REGISTER. AND THAT
' v
THEREON. FOR PUBLIC USE, PLAYGROUND. I?ARKS° OPEN SPACES
AND EASEMENTS FOREVER, AU_ AREAS SO SHOWN OR INDICATED
ON THIS PLAT. THE CITY OF ROOKY MOUNT IS AUTHORIZED TO � ��� \
RECORD THIS PLAT AT THE APPROPRIATE REGISTER OF OEED 4 � � P�4 / ��'�� \ y�9 4� S
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TAN>
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OWNER ,ATE \ ! + HNV hRN Opp
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° a ,®a °� LEGEND
a, PROPERTY LINE S�
ADJACENT PROPERTY LINE
ARY PUBLIC C MISSION EXI'� F = OVERHEAD ELECTRIC
= ROAD RK;f°IT-OF-WAY \
= OLD PROPERTY LINE
NORTH CAROHINA DEPARTMENT OF TRANSPORTATION CQNSTSRUCTION ®® = RIPARIAN BUFFER
STANDARDS CERTIFICATION IS NOT REQUIRED FOR THIS SUI OIVISION, = CENTERLINE OF DITCH
- w - - = WATERLINE
FOC = FIBER OPTIC CABLE
- - -SS-- - = SANITARY SEWER LINE
= SURVEYED LINE
DI = DROP INLET
SECRETARY: CITY OF ROCKY MOUNT U/G = UNDERGROUND
DATE PLANNING BOARD FH = FIRE HYDRANT
MNS = MAGNETIC NAIL SET
FB = FRAME BUILDING
REGISTER OF DEEDS : CP = COMPUTED POINT (NO IRON)
D&U = DRAINAGE AND UTILITY
NORTH C.4ROLiNA, MBL = MINIMUM BUILDING LINE
EIS = EXISTING IRON STAKE
NASH COUNTY. EIP = EXISTING IRON PIPE
it{ll{{14I4{Illlll{III{{II{{II1il{III4IIIllllll{{I{ill{{III{{III{ll{� llll{i M,B. = MAP BOOK
D.B. = DEED BOOK
PG. = PAGE
Doc ID: 006712010001 Tvpe: CRP WV = WATER VALVE
Recorded: 06/04/2014 at 12:50:44 PM t = PROPERTY LINE
Fee AMt: $21.00 Paae 1 of 1 MH = MANHOLE
Nash County North Carolina EOP = EDGE OF PAVEMENT
Anne J. Melvin Register of Deeds ft = WATER METER
8K 3 8 PG 3 roi2 R/W = RIGHT OF WAY
NTS = NOT TO SCALE
PP = POWER POLE
= CENTER LINE
JB = JUNCTION BOX
.1 S
Itil
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'zo F'c
off, .5
i�
F,B. 32 Pg. 21 J14058 DRWN BY: DSH
GRAPHIC SCALE
50' 0 25 50' 100' 200'
ML
( 1N FEET )
1 inch = 50 ft.
MINOR SUBDI\(ISION PLAT FOR
CITY OF ROCKY MOUNT
(TRANSFER STATION)
1201 THORPE ROAD (S. R. 1543), ROCKY MOUNT, STONY CREEK TOWNSHIP, NASH COUNTY, N, C.
SCALE - 1" = 50' DATE : JUNE 2, 2014.
DONALD S. HILHORST
PROFESSIONAL LAND SURVEYOR
403 S. BARNES STREET NASH\nLLE, N.C. (252)-459--0017
MAR BOOK RAGE
Book- 38 Page: 372 Seq- 1

CASE STUDY: TIPPING FLOOR REPLACEMENT
/1olcluill • olk

Case Study: City of Rocky Mount Tipping Floor
CASE STUDY:
CITY OF ROCKY MOUNT
TIPPING FLOOR REPLACEMENT
The City of Rocky Mount owns and operates a Solid Waste Transfer Station where solid waste is loaded
for transfer to an approved solid waste landfill. Rather than garbage trucks making daily trips to a
landfill, the trucks complete their route and deliver the garbage to a central transfer station, where they
"tip -out" the garbage onto a concrete floor... the tipping floor. Over time the tipping floor deteriorates
due to the constant pounding and scraping of heavy equipment. After just four (4) years of operation
since the previous tipping floor replacement, the City noticed problems with the floor. The City was also
experiencing failures in the steel push wall at the facility.
In 2014 the City contacted Appian Consulting Engineers to provide recommendations for repair of the
tipping floor and push wall. Appian's scope of work generally consisted of evaluating the existing floor
and push wall, preparing a cost/benefit analysis of available options, providing recommendations for a
long-term wearing floor surface, and preparing construction documents for the repair method selected.
SITE INFORMATION:
LOCATION INFORMATION
Facility Name:
City of Rocky Mount
Transfer Station #2
Owner/Operator:
City of Rocky Mount
Address:
1221 Thorpe Road
City:
Rocky Mount
State:
NC
Tipping Floor Size:
5,550 sf
(75' x 74')
Latitude/ Longitude:
35.970868,-77.795599
Appian Consulting Engineers, PA

Case Study: City of Rocky Mount Tipping Floor
SOLID WASTE VOLUMES & CHARACTERISTICS:
The City of Rocky Mount receives municipal waste at this site in accordance with North Carolina Solid
Waste Management Rules NCGS 130A. The facility does not accept hazardous waste, yard trash, liquid
wastes, regulated medical waste, sharps not properly packaged, regulated -asbestos containing material
and wastes banned from disposal. The waste collected at this transfer facility is transported off -site to a
regional sanitary landfill facility. The City does not use chemicals for washing the concrete floor. The
facility is regularly inspected by the North Carolina Department of Environmental Quality (NCDEQ)
Division of Waste Management Solid Waste Section.
The facility operates 5 days/week for 52 weeks/year, with a total of 260 days/year in operation. From
annual reports submitted to NCDEQ Solid Waste Section for reporting years 2013 to 2018, the following
information was obtained:
SOLID WASTE RECEIVED':
Tons/ year (avg) 68,612
Peak Tons/year in reporting period: 72,768
Tons/ quarter (avg): 17,082
Tons/ day (avg): 264
Based on annual reports from July 2013 —June 2019
Yearly Tons Received
72,768
72,000 71,583
70,000
68,729
N 68,057
c 68,000
0
— Average
Tons/Year=
66,000 65,522 68,612
65,012
64,000
62,000
2013-2014 2014-2015 2015-2016 2016-2017 2017-2018 2018-2019
Reporting Period
Appian Consulting Engineers, PA

Case Study: City of Rocky Mount Tipping Floor
EXISTING TIPPING FLOOR:
The original base concrete was installed in 2001, with an additional top concrete slab placed in 2008.
The reinforced top slab was to be bonded to the existing substrate slab with epoxy adhesive. In spring
of 2008, the bonded 7" slab was installed on top of the underlying 8" structural slab, at an approximate
cost of $88,000, or $16/sf.
---, ^- 'TEX.
J
°3 C3Af2S ® 12" O/C
Ex. 7" SLAB BUJ
(CURRENTLY EXF1C5ED IN
'4,000 F=51) d _
_
}_x x
50ME GREAS%
?_
.'CONSTRUCTED e00&) 'a
__x_
EX. ^4 ESAR3 s 12" O/C
—
EX. EJCC "452 EPDXY SYSTEM.
Ex. 8" STRJCTURAL
-
4J' 4 MODJLU3 4r-HEOIVE
SLAB CvER 4" CAEiC -
- - '•
x_ x
'ORICsWALLY SFEC-FIEP BUT
!CONSTRUCTED 200'i `�
a
DCLS NOT AFFLAR TO NL Av
...� __
BEFN JSED;
FX. "4 BARS s 121, O/C
EXISTING FLOOD X-SECTION
SCALE I IQ" _ I'-0"
In 2012 the City began to notice that the floor showed significant signs of wear after just four (4) years
of use. Large areas of the top slab had eroded 3" in depth, so that that reinforcing steel was exposed
and in some places protruding dangerously. Almost 25% of the floor became severely eroded so the City
installed an asphalt patch for temporary repair. The push wall also needed repairs, as the structural
attachments had pushed through the wall leaving holes.
In 2014 the City contacted Appian Consulting Engineers to provide recommendations for repair of the
tipping floor and push wall. The tipping floor replacement was to be part of an overall Transfer Station
improvement project that included truck scale replacement, scale house exterior improvements, storm
drainage and asphalt paving.
Appian consulted with Geotechnologies, Inc. to evaluate the condition of the existing floor and obtain
concrete core samples for testing (see Geotechnologies report in Appendix). Chemical testing indicated
that there did not appear to be a serious impact on concrete from acidic waste materials. There was no
visual evidence that the concrete was being impacted by alkali -silica reaction (ASR).
As part of due diligence in researching repair options, Appian contacted numerous municipalities to
determine their success with floor topping products and repair systems. We interviewed multiple
tipping floor operators and researched several different overlays and toppings. Some of the products
could be installed quickly, but frequently they did not meet expectations (at a cost of $22 to $45/sf).
Several municipalities were extremely satisfied with work performed by Leak & Associates, who had
installed tipping floors that successfully served for nine (9) to fifteen (15) years without signs of
deterioration (at a cost of $9/sf to $33/sf).
Appian prepared a bid package and plans to remove and replace the existing 7 inch solid waste tipping
floor and install a 6-inch wear course. The bid package was structured to enable bidders to provide an
alternate design/build method or proprietary concrete slab that would provide adequate wear
resistance with 10 to 15 years longevity.
Appian Consulting Engineers, PA

Case Study: City of Rocky Mount Tipping Floor
The typical section below shows the proposed floor section for bidding, though it was revised during
construction.
TOP LEDCsE=TOP FR07-05ED
FIN_ LONG_ :sRApF
SEE GENERAL NOTES
FOR TH CKNE55
Ex. 8" &TRUCTUCR4L
SLAG OVEP 4" CAr5C
(CONSTRUCTED 20011,
9
PROFOSEn JJE. R 5UR74CE
AND {4EAv1 DUTY TOFFINCs
PER 5PEC5 ON Ex. 5L41a
INCN 5ONDED)
FROP05ED UEaR PLATE
PER pi --TAIL
EX _ FJco "452 FPDXY 5Y5TFM_
H CH MOpULUS 4;pHE51vE
(ORI&NALLT SPECIFIED BUT
poES NOT APPEAR TO I44VF
DEENUSED)
Ex, "4 6G125 a 12" O/C
TIFFING FLOOR X-SECTION B-B
NOT TO SCALE
14193►11111
The City received bids and awarded a design/build contract to Leak & Associates for the placement of
the concrete top slab and repairs to the push walls.
PROJECT COST:
Placement of Concrete Top Slab (5,550 sf): $ 137,000
Replacement of Steel Push Wall: $ 55,000
Total Contract Amount: $ 192,000
Cost/sf (of Tipping Floor Wear Course Only): $ 25/sf
The contractor provided engineering design and sealed construction plans prepared by Simpson
Gumpertz & Heger, Inc., that included the following:
• Design for constructing a "sacrificial" concrete slab on top of the existing slab. The concrete for
the new topping slab was optimized to have low shrinkage and curl and high abrasion resistance
by the incorporation of a shrinkage reducing admixture (SRA) and optimizing cementitious
materials and aggregate gradation. Additionally, the slab was reinforced, jointed and details to
minimize cracking and wear.
• Plans for removal of damaged floor areas prior to placement of the topping slab.
• Design of approximately one -hundred fifty (150) feet of new steel -plated reinforced concrete
push wall (4 to 8 feet in height, 8 inch thick).
• The floor was engineered in such a manner that when isolated areas would require repair or
replacement, just those areas need be removed and not the entire floor. This feature was
instrumental in the City's decision to install the "sacrificial floor" concept.
Appian Consulting Engineers, PA

Case Study: City of Rocky Mount Tipping Floor
CONSTRUCTION
To accommodate for repairs to the push wall, installation of the new concrete floor and installation of a
new asphalt apron, the entire project consisted of a ten (10) day continuous period of construction
beginning on a Thursday after normal closing hours (4:00 pm), continuing the next week and ending
Monday morning prior to normal operating hours (7:00 am). The construction period was June 19 to 27,
2014. The tipping floor was closed for eight (8) working days, during which an old tipping floor adjacent
to the facility was used. Trash delivery was not interrupted.
Construction generally consisted of:
• Construction of a new metal plated reinforced concrete wall
• Removal of areas of existing floor damage
• Setting reinforcing rebar for new tipping floor
• Constructing a new 5,550 sf sacrificial concrete floor (6" to 9" in depth)
• Placement of four (4) wear plate indicators, where the top of the triangular wear plate was set
at the top of the finished concrete grade
• Milling of existing asphalt exterior apron to ensure smooth transition from the new tipping floor
elevation to the existing apron elevation
• Placement of asphalt apron in front of tipping floor
• As -built survey
Geotechnologies provided concrete testing services throughout construction (see concrete strength test
results in Appendix).
CONCRETEDAY
Location
Strength (psi)
1A
4,430
2A
4,640
3A
4,110
4A
4,400
Average at 3 days = 4,395 psi
Appian Consulting Engineers, PA

Case Study: City of Rocky Mount Tipping Floor
CONCRETE STRENGTH TEST RESULTS — DAY 28
Location Strength (psi)
1B
6,720
1C
6,580
1 D
6,880
1 E
6,900
2 B
6,900
2C
7,050
2 D
6,860
2E
7,250
3B
6,370
3C
6,420
3 D
6,110
3E
6,330
4B
6,670
4C
7,000
4D
6,470
4E
6,940
Average at 28 days = 6,716 psi
The project was completed on time with no change orders. More than 200 cy of concrete were installed
and provided 80% strength after just three (3) days, allowing transfer station operations to resume as
scheduled.
Appian Consulting Engineers, PA

Case Study: City of Rocky Mount Tipping Floor
Appian inspected the tipping floor facility in June 2019 to evaluate its performance and found the push
wall and tipping floor in excellent condition. We interviewed City staff who said that were very pleased
with how the facility was performing, noting that the floor was holding up much better than previous
overlay repairs. There was no gouging or areas of concern, even after the City had processed almost
350,000 tons of solid waste since installation of the floor in 2014.
Appian obtained detailed measurements of the wear plates and determined that there was minimal
deterioration of the sacrificial wear slab over the past five (5) years.
TIPPING FLOOR WEAR PLATE MEASURMENTS (6/5/19):
Wear Plate #1
1-1/8"
Wear Plate #2
1-3/8"
Wear Plate #3
3/4"
Wear Plate #4
5/8"
The wear plates indicate that the average deterioration of the new sacrificial floor (6" to 9" concrete
slab) was less than 1 inch in the past five (5) years. At the current rate, the projected life expectancy is
more than 20 years without the need to replace the floor. If repairs are needed in the future, the floor
is designed in such a manner that only the required sections need be replaced, not the entire floor...
saving significant expense.
r�19 fa -'tt- 41-
Appian Consulting Engineers, PA

Case Study: City of Rocky Mount Tipping Floor
The City of Rocky Mount Transfer Station Tipping Floor is performing better than expected, with no
concerns or significant deterioration in the first five (5) years. The City's decision to award the project as
a design/build construction project while maintaining third party engineering supervision proved to be a
great success.
Prepared by:
David C. Revoir, PE
Appian Consulting Engineers, PA
I Fr-1 "-r Wr
0 0 © 0
zzi/4
CONSULTING ENGINEERS, RA
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
P.D. Sox 7966 + Rocky Mount, NC 27804
Phone: [phone]
Fax. [phone]
www.appianengineers.com
Appian Consulting Engineers, PA

APPENDIX:
CITY OF ROCKY MOUNT
TIPPING FLOOR REPLACEMENT
• Summary of City of Rocky Mount Solid Waste Transfer Station Annual Reports
(2013-2018), Yearly and Quarterly Tonnage
• Report of existing tipping floor with core test results, by Geotechnologies,
2/5/14
• Construction testing concrete strength test results, by Geotechnologies,
6/26/14
• Photos of wear plate inspection by Appian, 6/5/19
Appian Consulting Engineers, PA

City of Rocky Mount Solid Waste Transfer Station
Tons Received Yearly: 2013-2019
Year
Quarter Dates
Tons Received
July 1, 2013 - September 30, 2013
17,821
October 1, 2013 - December 31, 2013
16,742
2013-2014
January 1, 2014 - March 31, 2014
15,542
April 1, 2014 - June 30, 2014
17,952
Total
68,057
2014-2015
July 1, 2014 - September 30, 2014
16,704
October 1, 2014 - December 31, 2014
16,226
January 1, 2015 - March 31, 2015
14,939
April 1, 2015 - June 30, 2015
17,143
Total
65,012
2015-2016
July 1, 2015 - September 30, 2015
16,899
October 1, 2015 - December 31, 2015
16,299
January 1, 2016 - March 31, 2016
15,515
April 1, 2016 - June 30, 2016
16,811
Total
65,522
2016-2017
July 1, 2016 - September 30, 2016
17,254
October 1, 2016 - December 31, 2016
17,868
January 1, 2017 - March 31, 2017
17,575
April 1, 2017 - June 30, 2017
18,886
Total
71,583
2017-2018
July 1, 2017 - September 30, 2017
16,595
October 1, 2017 - December 31, 2017
16,617
January 1, 2018 - March 31, 2018
16,148
April 1, 2018 - June 30, 2018
19,369
Total
68,729
2018-2019
July 1, 2018 - September 30, 2019
18,596
October 1, 2018 - December 31, 2018
18,317
January 1, 2019 - March 31, 2019
17,386
April 1, 2019 - June 30, 2019
18,468
Total
72,768
Average Tons/Year MMMMMV
off 68,612
Year
2013-2014
Tons Received
68,056.55
2014-2015
65,012.03
2015-2016
65,522.37
2016-2017
71,583.17
2017-2018
68,728.61
2018-2019
72,767.63
Average Tons/Year
3
Yearly Tons Received
72,768
72,000
70,000 -
68,729
� 68,000
� -Average
66,000 Tons/Year
64,000
62,000
2013-2014 2014-2015 2015-2016 2016-2017 2017-2018 2018-2019
Reporting Period

City of Rocky Mount Solid Waste Transfer Station
Tons Received Quarterly: 2013-2019
Year
2013
Quarter
Q3
Quarter Dates
July 1, 2013 - September 30, 2013
Tons Received
17,821
Q4
jOctober 1, 2013 - December 31, 2013
16,742
2014
Q1
January 1, 2014 - March 31, 2014
15,542
Q2
April 1, 2014 - June 30, 2014
17,952
Q3
July 1, 2014 - September 30, 2014
16,704
Q4
October 1, 2014 - December 31, 2014
16,226
zols
Q1
January 1, 2015 - March 31, 2015
14,939
Qz
April 1, 2015 -June 30, 2015
17,143
Q3
July 1, 2015 - September 30, 2015
16,899
Q4
October 1, 2015 - December 31, 2015
16,299
2016
Q1
January 1, 2016 - March 31, 2016
15,515
Qz
April 1, 2016 - June 30, 2016
16,811
Q3
July 1, 2016 - September 30, 2016
17,254
Q4
October 1, 2016 - December 31, 2016
17,868
2017
Q1
January 1, 2017 - March 31, 2017
17,575
Q2
April 1, 2017 -June 30, 2017
18,886
Q3
July 1, 2017 - September 30, 2017
16,595
Q4
October 1, 2017 - December 31, 2017
16,617
zols
Q1
January 1, 2018 - March 31, 2018
16,148
Q2
April 1, 2018 -June 30, 2018
19,369
Q3
July 1, 2018 - September 30, 2018
18,596
Q4
October 1, 2018 - December 31, 2018
18,317
Average Tons/Quarter
17,083
Quarterly Tons Received
25,000
20,000
15,000
tA
c
0
10,000
5,000
0
Quarter/Year
�Seriesl Average Tons/Quarter = 17,083
Q3 Q4
2013
Ql Q2 Q3 Q4
2014
Q1 Q2 Q3 Q4
2015
Q1 Q2 Q3 Q4
2016
Ql Q2 Q3 Q4
2017
Q1 Q2 Q3 Q4
2018

REPORT OF EXISTING TIPPING FLOOR
WITH CORE TEST RESULTS
G EOTECH N O LOG I ES, 2/5/14
Appian Consulting Engineers, PA

1 � 4
Geotechnical and Construction Materials Testing Services
February 5, 2014
Mr. David Revoir, P.E.
Appian Consulting Engineers, Inc.
154 Roundabout Court
P. O. Box 7966
Rocky Mount, NC 27804
Reference: CRM Transfer Station Slab
Rocky Mount, North Carolina
GeoTechnologies Project No. 1-14-0077-CA
Dear Sir:
GeoTechnologies has completed the authorized visual inspection and concrete core sampling of
the tipping floor slab at the CRM Transfer Station in Rocky Mount, North Carolina. The purpose of
this report is to present observations made during our site visit and to report results from tests
performed on concrete core specimens obtained from the slab.
VISUAL OBSERVATIONS
The slab is oriented northeast to southwest. For purposes of discussion, we will refer to the
entrance to the structure as the front and the end where garbage is dumped into trucks as the rear. The
floor slab shows extensive erosion of the surface with coarse aggregate exposed over much of the slab
surface. The erosion is most significant in the center and rear portions of the slab. The floor was
covered with water and detritus from the garbage. Cracking of the slab could not be observed due to
the detritus on the surface. Several construction joints were observed with sealer intact. Spalling
along the visible joints did not appear to be significant. The concrete slab has eroded substantially in
the right rear quadrant of the slab. Reinforcing steel has been exposed in this area.
We understand that the existing top concrete slab was placed in 2007. The existing base
concrete was placed in 2000. A detail of the top slab provided by Appian shows a two layer slab with
a total thickness of 7 inches. The bottom consists of 4 inches of 4000 psi concrete with #4 bars @ 12"
O/C each way. The slab was to be bonded to the existing substrate slab with EUCO 452 epoxy
adhesive. The top portion of the slab has a specified thickness of 3 inches and appears to consist of the
same type concrete as the bottom portion. A layer of #3 bars @ 12" O/C each way was placed
between the two sections as a wear indicator.
Three concrete cores were obtained from the full depth of the concrete. Observations for each
core are discussed separately below. Approximate location of the cores is shown on the attached
Figure 1. Photographs of cores are also provided in the attachments to this report.
3200 Wellington Ct., Ste. 108 - Raleigh, NC 27615 - Phone [phone] - Fax [phone] - www.geotachpa.com • License No. C-0894

CRM Transfer Station
Appian Consulting Engineers, Inc.
February 5, 2014
Page: 2
Core C-1 was obtained from the right rear quadrant of the slab where the greatest degree of erosion
has occurred. The indicator layer of 43 bars is visible in this area. Total length of the core was 12
inches. The top section separated from the base slab during the coring operation. Thickness of the
bottom or base slab portion of the concrete was 7.25 inches. Thickness of the top portion was 4.75
inches. The coarse aggregate in the top layer consists of crushed granite aggregate. The air content of
the concrete in the top slab appears to be high based on visual examination of the core. The coarse
aggregate in the base slab consists of both fine grained and coarse grained granites. Distribution of
coarse aggregate is relatively uniform in both core sections.
Core C-2 was obtained from the right front quadrant of the slab. Erosion of the slab surface is much
less severe at this location. Total length of the core was 14.6 inches. The top section separated from
the base slab during the coring operation. Thickness of the bottom or base slab portion of the concrete
was 7.6 inches. Thickness of the top portion was 7.0 inches. The coarse aggregates in the top and
bottom portions of the core were consistent with the aggregates in Core C-1. Rebar (#4) was
encountered in the top section of the core. A photograph of the core showing the top #4 rebar is
attached. The intersecting bar was also encountered but was lost in the coring operation. The
impression for the lower bar is visible in the photograph. We did not encounter the #3 indicator bars in
this core. The air content of the concrete in the top slab appears to be high based on visual
examination of the core. Distribution of coarse aggregate is relatively uniform in base slab and bottom
of the top slab; however, there is a decreased quantity of coarse aggregate in the top portion of the top
slab. The consolidation of the concrete at the bottom of the top slab is poor (photo attached).
Core C-3 was obtained from the left side of the structure approximately half way from the front to the
rear. Erosion of the slab surface was similar to that observed at C-2. Total length of the core was 15
inches. The top section was well bonded to the base slab at this location. Thickness of the bottom or
base slab portion of the concrete was 8.25 inches. Thickness of the top portion was 6.75 inches. The
coarse aggregates in the top and bottom portions of the core were consistent with the aggregates in
Core C-1 and C-2. No rebar was encountered in this core. The air content of the concrete in the top
slab appears to -be high based on visual examination of the core. Distribution of coarse aggregate is
relatively uniform in base slab and bottom of the top slab.
Concrete pH - The materials handled in this type of facility tend to be acidic and can cause
deterioration in concrete. The top portion of the concrete top slab cores was examined using 1 %
solution of phenolphthalein. The phenolphthalein solution will react with alkaline substances with a pH
greater than about 8.5. The solution reacted strongly with the top inch of the cores indicating that
intrusion of acidic liquids into the concrete has not been excessive. Low pH in concrete can impact
corrosion of reinforcing steel. We did not observe corrosion in the reinforcing steel in the cores from
the project. Another indication that the concrete has not been significantly impacted by the low pH of
the garbage is that the exposed coarse aggregate in the surface of the concrete is still well bonded to
the mortar fraction of the concrete. There is also no visual evidence that the concrete is being impacted
by alkali -silica reaction (ASR). W
"'
www.geotechpa.com

CRM Transfer Station
Appian Consulting Engineers, Inc.
February 5, 2014
Page: 3
Concrete Compressive Strength - The top and bottom portions of cores C-1 and C-2 were tested for
compressive strength. Core C-3 was sawed so that the bonded interface was located at the center of
the core. Compressive strength in the top slab sections of cores C-1 and C-2 was 5204 and 4986 psi,
respectively. Core C-2 (top) had a piece of #4 rebar in it which could account for the lower
compressive strength. Compressive strength in the base slab sections of cores C-1 and C-2 was 5360
and 6097 psi, respectively. The compressive strength of Core C-3 with the bonded interface at the
center of the core was 4806 psi. The failure in this particular core was vertical through the bonded
interface. Core strength is generally considered to be 85% of cylinder strength due to the interruption
of the coarse aggregate in the core. As such, there does not appear to be a problem with strength in the
in -place concrete.
CONCLUSIONS
With the exception of the erosion of the surface concrete in the top slab, the overall quality of
the concrete in the top slab would have to be considered to be generally good. There does not appear to
be a serious impact on the concrete quality from the acidic waste materials and the strength is above
the original design strength. Because the slab has worn down to the indicator bars in one area, and
continued erosion of the top surface will continue, it is assumed that some form of remediation will be
performed on the slab. The remediation will likely entail construction of a new wearing surface.
There are a number of options available including the use of high strength toppings which may be
considered. There are several factors which should be considered when designing a new wearing
surface for the facility.
1. The topping slab separated from the base slab at two of three core locations. Placement of a
new slab or topping over the existing slab may be impacted by the poor bond in portions of the
slab. The structural designer will have to determine if the poor bond will impact the
performance of the new wearing surface. Use of unbonded slabs is not unusual in exterior
concrete and the poor bond between the existing slabs may not be a factor.
2. The surface of the existing concrete will likely require some preparation prior to placement of
new slabs or toppings. As a minimum the slab surface will require extensive cleaning to
remove detritus from the surface prior to placement of new concrete.
3. The decision as to whether the existing top slab will remain in place will be determined by the
specific repair which is used. There is nothing in our observations and tests which indicate the
quality of the concrete has been seriously impaired.
4. Any products used in the repair, proprietary or publicly available should be installed in strict
accordance with manufacturer and contract specifications.
5. The indicator steel which is presently exposed to the elements in the area where erosion of the
slab is greatest will likely have some corrosion due to the exposure to the acidic environment.
The exposed steel will likely have to be removed and replaced, or it can be sandblasted to
remove rust and scale prior to placement of new toppings.
6. Concrete substrate used in the repair should meet the topping manufacturer's recommendations.
However, because it is likely that the repair will have an extremely short window of just several
days, use of high strength concrete with high early cement (Type III) may be necessary to
www.geatechpa.com

CRM Transfer Station
Appian Consulting Engineers, Inc.
February 5, 2014
Page: 4
achieve sufficient strength in new concrete at an early age. Water/cement ratio should be 0.40
or less for concrete mixes used in the repair. If the new wearing surface is placed directly over
the existing concrete, concems over concrete strength gain will not be an issue.
GeoTechnologies appreciates the opportunity to be of service to Appian Consulting Engineers
on this project. Please do not hesitate to contact us if you have any questions regarding this submittal.
Sincerely,
GeoTechnoloizies. Inc.
David R. Harris
Senior Inspector
Attachments
94 V& t�- �
Mark R. Potratz
NC Reg. No. 25955
www.geoteahpaxom

Figure 1 �
Project 1-14-0077-CA
EXISTING CONDITIONS 116
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CONSTRUCTION TESTING
CONCRETE STRENGTH TEST RESULTS
GEOTECHNOLOGIES, 6/26/14
Appian Consulting Engineers, PA

GeoTechnologim, Inc. Strength Test Results
Client: Appian Consulting Engineers
Project: CRM Transfer Station / Rocky Mount, NC
Field Information
Date Cast: 6/25/2014
Job No: 1140077CA
Client Job No:
Lab No: 24182
Mix No: 50CNF654
Date Received in Lab:
6/26/2014
Temperature: Air
Sample 80°F
Sampled by:
Jeffrey Whitley
Water:
0 Gals. Added to 10.0 CY
Concrete Supplier:
Argos
Water Addition Authorized by:
Plant Location:
29
Physical Tests
Truck No: 40781423
Ticket #: 2931465
Slump (in.):
7.25 Specified:
Time: Mixed 06:38 AM
Sampled 06:49 AM
Air Content (%):
1.8 Specified:
Size of Load (CY):
10.0
Unit Weight (PCF):
146.1
Design Strength (28 Days):
5000
HI:
LO:
Location of Placement: Slab for Shipping Station Building; West Corner of Pad.
Field Remarks: Sampled from the back of truck.
Specimen
Test Date
Age
(Days)
Load
(Ibs)
Diameter
(in.)
Area
(in.2)
Strength
(psi)
Corr.
Factor
Fracture
Type
A
06/28/2014
3
58,270
4.00
12.57
4,640
1.00
2
B
07/23/2014
28
86,740
4.00
12.57
1 6,900
1.00
3
C
07/23/2014
28
88,620
4.00
12.57
7,050
1.00
3
D
07/23/2014
28
86,260
4.00
12.57
6,860
1.00
3
E
07/23/2014
28
91,080
4.00
12.57
7,250
1.00
3
* = Less than design strength
Notes: 4" x 8" Cylinder tested in accordance with applicable requirements of ASTM C-39, C-172, C-143, C-231 or C-173, C-138 and C-1064.
Distribution: David Revoir
Reviewed /Submitted by
l `
Chris Smith
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894

GeoTechnologim, Inc. Strength Test Results
Client: Appian Consulting Engineers
Project: CRM Transfer Station / Rocky Mount, NC
Field Information
Date Cast: 6/25/2014
Job No: 1140077CA
Client Job No:
Lab No: 24183
Mix No: 50CNF654
Date Received in Lab:
6/26/2014
Temperature: Air
Sample 77°F
Sampled by:
Jeffrey Whitley
Water:
0 Gals. Added to 10.0 CY
Concrete Supplier:
Argos
Water Addition Authorized by:
Plant Location:
29
Physical Tests
Truck No: 2601
Ticket #: 2931471
Slump (in.):
8.25 Specified:
Time: Mixed 07:40 AM
Sampled 08:00 AM
Air Content (%):
1.4 Specified:
Size of Load (CY):
10.0
Unit Weight (PCF):
146.2
Design Strength (28 Days):
5000
HI:
LO:
Location of Placement: Slab for Shipping Station Building. 40' North x 10' East from West Corner.
Field Remarks: Sampled from the back of truck.
Specimen
Test Date
Age
(Days)
Load
(Ibs)
Diameter
(in.)
Area
(in.2)
Strength
(psi)
Corr.
Factor
Fracture
Type
A
06/28/2014
3
51,640
4.00
12.57
4,110
1.00
2
B
07/23/2014
28
80,020
4.00
12.57
1 6,370
1.00
3
C
07/23/2014
28
80,650
4.00
12.57
6,420
1.00
2
D
07/23/2014
28
76,790
4.00
12.57
6,110
1.00
3
E
07/23/2014
28
79,590
4.00
12.57
6,330
1.00
2
* = Less than design strength
Notes: 4" x 8" Cylinder tested in accordance with applicable requirements of ASTM C-39, C-172, C-143, C-231 or C-173, C-138 and C-1064.
Distribution: David Revoir
Reviewed /Submitted by
l `
Chris Smith
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894

GeoTechnologim, Inc. Strength Test Results
Client: Appian Consulting Engineers
Project: CRM Transfer Station / Rocky Mount, NC
Field Information
Date Cast: 6/25/2014
Job No: 1140077CA
Client Job No:
Lab No: 24184
Mix No: 50CNF654
Date Received in Lab:
6/26/2014
Temperature: Air
Sample 80°F
Sampled by:
Jeffrey Whitley
Water:
0 Gals. Added to 10.0 CY
Concrete Supplier:
Argos
Water Addition Authorized by:
Plant Location:
29
Physical Tests
Truck No: 2601
Ticket #: 2931476
Slump (in.):
8.00 Specified:
Time: Mixed 08:30 AM
Sampled 09:06 AM
Air Content (%):
1.8 Specified:
Size of Load (CY):
10.0
Unit Weight (PCF):
146.1
Design Strength (28 Days):
5000
HI:
LO:
Location of Placement: Slab for Shipping Station Building. 65' N x 28' E from West Corner.
Field Remarks: Sampled from the back of truck.
Specimen
Test Date
Age
(Days)
Load
(Ibs)
Diameter
(in.)
Area
(in.2)
Strength
(psi)
Corr.
Factor
Fracture
Type
A
06/28/2014
3
55,270
4.00
12.57
4,400
1.00
2
B
07/23/2014
28
83,840
4.00
12.57
1 6,670
1.00
2
C
07/23/2014
28
88,020
4.00
12.57
7,000
1.00
3
D
07/23/2014
28
81,360
4.00
12.57
6,470
1.00
2
E
07/23/2014
28
87,250
4.00
12.57
6,940
1.00
3
* = Less than design strength
Notes: 4" x 8" Cylinder tested in accordance with applicable requirements of ASTM C-39, C-172, C-143, C-231 or C-173, C-138 and C-1064.
Distribution: David Revoir
Reviewed /Submitted by
l `
Chris Smith
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894

GeoTechnologim, Inc. Strength Test Results
Client: Appian Consulting Engineers
Project: CRM Transfer Station / Rocky Mount, NC
Field Information
Date Cast: 6/25/2014
Job No: 1140077CA
Client Job No:
Lab No: 24185
Mix No: 50CNF654
Date Received in Lab:
6/26/2014
Temperature: Air
Sample 81 °F
Sampled by:
Jeffrey Whitley
Water:
0 Gals. Added to 10.0 CY
Concrete Supplier:
Argos
Water Addition Authorized by:
Plant Location:
29
Physical Tests
Truck No: 40781423
Ticket #: 2931480
Slump (in.):
8.00 Specified:
Time: Mixed 09:34 AM
Sampled 09:51 AM
Air Content (%):
1.5 Specified:
Size of Load (CY):
10.0
Unit Weight (PCF):
146.3
Design Strength (28 Days):
5000
HI:
LO:
Location of Placement: Slab for Shipping Station Building. East Corner of Pad.
Field Remarks: Sampled from the back of truck.
Specimen
Test Date
Age
(Days)
Load
(Ibs)
Diameter
(in.)
Area
(in.2)
Strength
(psi)
Corr.
Factor
Fracture
Type
A
06/28/2014
3
55,670
4.00
12.57
4,430
1.00
2
B
07/23/2014
28
84,510
4.00
12.57
1 6,720
1.00
2
C
07/23/2014
28
82,690
4.00
12.57
6,580
1.00
2
D
07/23/2014
28
86,450
4.00
12.57
6,880
1.00
3
E
07/23/2014
28
86,750
4.00
12.57
6,900
1.00
3
* = Less than design strength
Notes: 4" x 8" Cylinder tested in accordance with applicable requirements of ASTM C-39, C-172, C-143, C-231 or C-173, C-138 and C-1064.
Distribution: David Revoir
Reviewed /Submitted by
l `
Chris Smith
GeoTechnologies, Inc., P.A. -- 3200 Wellington Court, Suite 108 -- Raleigh, NC 27615 -- License No. C-0894

PHOTOS OF WEAR PLATE INSPECTION
5 YEARS AFTER INSTALLATION
APPIAN CONSULTING ENGINEERS, 6/5/19
Appian Consulting Engineers, PA

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PHOTO #1
6/15/20
PHOTO #2
6/15/20
PHOTO #3
6/15/20
PHOTO #4
6/15/20
a 04 o
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- - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - 1I
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h�-- - - - -� ------ -- i- - - - - -- --�--- ��I
PHOTO #2 PHOTO #3
6/5/19 = 1 3/8" - 6/5/19 = 3/4"
6/15/20 = 1 5/8"1 0 6/15/20 = 1"
M
PHOTO #1 N PHOTO #4
6/5/19 = 1 1/8" , ch 6/5/19 = 5/8"
r 1 6/15/20 = 1 1 /2" 1 6/15/20 = 7/8" �y
j=F=
SCALE: 1 /16" = 1'-0"
0 16 32 40 48 56 64
X CONSULTING ENGINEERS, P.A. PROJE'
GE': lirippr P.O. Box 7966 SOLID WASTE TRANSFER STATION
o o ❑m ❑m Rocky Mount, N.C. 27804
® www.applapianengineers.com Phone: [phone] CITY OF ROCKY MOUNT
Fax: [phone] FLOOR WEAR INSPECTION 6/15/20
JOB # 19-062
DATE: 6/15/20
SHEET #: 1 OF 1

CONSTRUCTION PLANS FROM 2014

Copyriqht 2011 Appian Consultinq Enqineers, P.A. These drawings have been prepared as instruments of service for a particular site or buildinq improvement and remains the property of the Enqineer for use under his supervision. No reproduction or other use is allowed without his permission.
1d"0
0*
+Jr —
--— 95.38I1
ex. 2'x3' di �
/illllllll c/l grote elev 95.01 0lillix0�
IIIIIIIIIIIIII inv. out
/ 400,
ex. new asphalt
Cep
09
/ I
-- ——
1=x._ali—————— — — — — ——
/
I -- - - - - - - - - - -
�
ex. shed
-ex, new asphalt-
rn ^ I I I r N I\ \ I I /
ex. bollards—
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rn pLdi -ex. aspnaMrn `� x.
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cone- I N
tow
98.50
ND
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- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I \\ \ \\ , thru- wolf droin
LA w I W I I \ \ \ / in v.12" p vc
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1-7
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I I Ln
1Denotes new wear plate location ——————————————————————————————— — — — — ———— — — — — —— -- m\IP�
(top of wear plate is flush with concrete 91 1 � I`� 1 ° 1 `�
finished grade) I@ i L i s i 4 i w Isl
95.20
//�
kt
New concrete floor slab installed by Leak & Associates, Inc., (704.291.2259) the week of June I I I I �
19-27, 2014. Refer to construction plans prepared for John Leak by Simpson Gumpertz & Heger(.0
— — — — — — — — — (SGH), 6.7.14, for the design of a variable depth (6" to 9") reinforced proprietary 5,000 psi
concrete wear slab on top of previously existing concrete layers. Previously existing concrete I I is I L I LP
layers consist of:
-existing 4" to 7" worn concrete slab (constructed 2008), 4000 psi, over 1 I
-original 8" reinforced structural slab (constructed 2001), over 1 ��
4" CABC v o 0
/
RECORD DRAWINGS: /
These drawings are believed to be a correct '
representation of actual field conditions but
are not warranted as such.
By: Date:
CONSTRUCTION SAFETY
These drawings do not contain the requirements for
job safety. All provisions for safety shall be the sole
responsibility of the contractor.
EXISTING CONDITIONS:
The contractor shall be responsible for reviewing all
existing job conditions. Any adverse existing conditions
affecting work shown on these drawings shall be
brought to the attention of the engineer for possible
clarification or reconciliation.
ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret laws or give
advice concerning laws, the owner should have this
document reviewed by his attorney to determine
legal compliance.
I r I I z I o
M 7 o 0° I 171
Ln � � Ln / LO
1 95. 48 0)I x rn 1 ex. (added 2014) 3' push rn I x oi1 0)
1 0 wall encasement 1 /
Z Z Z 3 x�all� = ax.�n�usn wall—(tow=lm=��- arrl— -_—_ —_ _— — — --_ —_ _— _— —_ -- x. low�us�wall �to�.4 ��- err)— --_ —_ _— _ _—_ — — — J
T —I — — I —
4x. ao'-O" metal building
-ex, pit for tran5rer trailer-
8" cone slab -on -grade with
14 at 12" o/c centered.
4" drainange N11
SCALE: 1 /8" = 1'-0"
0 8 16 20 24 28 32
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
154 Roundabout Ct.
Rocky Mount, N.C. 27804
Phone: [phone]
Fax: [phone]
www.appianengineers.com
[e-mail]
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Oc Copyright 2011 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
N�
EX. 7" SLAB
OF
(4,000 PS 1)
Q _
-
(CONSTRUCTED 2008)
EX. 8" STRUCTURAL
SLAB OVER 4" CABC
(CONSTRUCTED 2001)
c
PLAN
NORTH �a�/
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— —
— —
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— — — — — — - — — — to
/
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rx. concrete `g '
9S /
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N----------- N _
------- —------ —.7 ---- �� •Q o '�
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1
o EX. #3 BARE) 12" O/C
-
I ----------------- (CURRENTLY EXPOSED IN _- -
° a o SOME AREAS)
x
x x— _x_ xQ xs__
— — — —°—o — — —
o a o
EX. �4 BARS 12' O/C99.85-------------
a a EX. EUCO #452 EPDXY SYSTEM. I °
NIGH MODULUS ADHESIVE I I °a _ •�
�`♦
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(ORIGINALLY SPECIFIED BUT
�a — DOES NOT APPEAR TO NAVE
a o o °
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I
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EX. 04 BARS 9 12' O/C I I I :' - -' ------------------------
EXISTING FLOOR
�o -
X-6ECTION
I ,
SCALE: 1 1/2'' = 1'-0" I I iC \ 5✓ Ito-____--
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\♦\♦ x� ,- - _FLOOR TO BE REMOV-ED
X $-REPLACED PER
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♦ I 1 _ _ 1 1
--99.65--- Q SECTION B-B-ON-SHEET
_____TF-2 AND SPECS. ;I
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I I \ % Cut \: ` Q � 96 60. Q - o 99 Q -�� `� v = co
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— — — — — — — — — — — — T — — — — — — — — — � ex.`h/ h push wall L.(tow=lID' +/- a!'P> � 1 �3.71 ` �` ���9 TT — � � � ' -�
ex. wall g p X ex. low Push wall (tow=4' +/- aPPJ
Tex. pit Por trans Per trailer -
SCALE: 1" = 5' I a" conc slab -on -grade with
04 at 12" o/c centered.
I I I ex. BO'-O" meta/ building 4" drainange Pi
0 5 10 12.5 15 17.5 20ll
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
154 Roundabout Ct.
Rocky Mount, N.C. 27804
Phone: [phone]
Fax: [phone]
www.appionengineers.com
[e-mail]
Final Drawings
Review Purposes ONLY
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@c Copyright 2011 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
GENERAL NOTES
Last Revised 2.19.14
1
2
3
4
5
6
7
8
9
All materials, construction, workmanship shall meet the requirements of the City of Rocky Mount, NC Building Code,
American Concrete Institute (ACI), American Institute of Steel Construction and American Welding Society (AWS), as
well as requirements contained in the project specifications.
Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in Construction" issued by
AGC of America, Inc., and the Safety and Health Regulations for Construction issued by the U.S. Department of Labor.
Approximate dimensions based on field measurements are shown on these plans. Contractor shall be responsible for
reviewing and verifying all dimensions and existing site conditions prior to construction. Any adverse existing conditions
affecting work shown shall be brought to the attention of the engineer for possible clarification or reconciliation.
The contractor shall be responsible for the repair of any pavement or existing utilities that may be damaged due to
construction activity. Exercise caution.
See specifications for concrete requirements, joint spacing and reinforcement. Contractor to provide design that
accommodates thermal expansion prior to construction.
Wear surface may be proprietary product with proven performance record of durable construction lasting a minimum
of 10 years. Bidders should include a detailed description of the proposed installation and construction procedures.
EACH BIDDER MUST CLEARLY DESCRIBE AND PROVIDE REFERENCES FOR PROPOSED METHODOLOGY TO PROVIDE A
HIGHLY DURABLE, ABRASIVE RESISTANT FLOOR AND WEAR SURFACE SUITABLE FOR PROJECTS OF THIS NATURE.
The BASE BID includes removal of the entire existing top 7" layer of concrete, for placement of new 6" wear course on
the underlying 8" structural slab. REMOVE ENTIRE FLOOR, REPLACE WITH 6" WEAR COURSE.
Contractor to protect existing middle weep hole from blockage. With the base bid of a new 6" concrete floor,
Contractor will need to drill through the push wall with a 6"diameter bit to ensure that the invert of the weep hole is at
the finished elevation of the new floor (see specs).
A BID ALTERNATE is requested to remove only the damaged concrete on the western half of the floor (44.5'x75') for
placement of new concrete on the underlying 8" structural slab per the specs. REMOVE SECTIONS OF 7" CONCRETE,
REPLACE WITH 7" WEAR COURSE.
ex. 4' (nts)
X-SECTION A -A
NOT TO SCALE
(B`I' SCALE HOUSE CONTRACTOIR)
TOP WEDGE=TOP PROPOSED
FIN. CONC, GRADE
SEE GENERAL NOTES
FOR THICKNESS
EX. 8" STRUCTURAL
SLAB OVER 4" CABC
(CONSTRUCTED 2001) c
1/2'' PREFORMED PVC EXP. JT.
WHERE CONC. ABUTS EX. CONC.
- THIS EDGE
PRO GRADE 0.59.
PROPOSED WEAR SURFACE
AND HEAVY DUTY TOPPING
PER SPECS ON EX. SLAB
(NON BONDED)
PROPOSED WEAR PLATE
PER DETAIL
EX. EUCO 0452 EPDXY SYSTEM.
HIGH MODULUS ADHESIVE
(ORIGINALLY SPECIFIED BUT
DOES NOT APPEAR TO HAVE
BEEN USED)
EX. *14 BARS a 12'' O/C
fi
n
TIFFING FLOOR X-SECTION B-B
NOT TO SCALE
p \— 3/S" DIA. HOLE .
NOTE: ADJUST WEDGE HEIGHT
8 LENGTH ACCORDINGLY TO
MATCH CDIJRSF DEPTH
WEAR PLATE DETAIL
SCALE: 3"=1'-O"
'OP
N.
PLAN
N O FR T I —I /
t,
♦ - ex. asphalt -
UNBONDED
INTERFACE
PRO. WEAR COURSE
(SEE SPECS)
EX. 8"
STRUCTURAL
SLAB
ex. bolhG
MATCH EX. GRADE
— — — — — — — — — — — — Z ——
T
SCALE: 1" = 5'
0 5 10 12.5 15 17.5 20
- ex. asphalt -
— — — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — —
r ex, wall
--'---------— —
I
ex. concrete -
I
BID ALT
I
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1 (NOTE 9)
I
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REMOVE &
MATCH EX. GRADE REPLACE EX.
ASPHALT
-ex. asphalt-
ex. alpha/t- (� I ex. bollard
— —
LF
o APPROX.
9 PATCH
— — — — — — —
LIMITS EX. ASPHALT
— TO BE REMOVED
9
'
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15'-0"
--All
\--PROPOSED
Q
I COINCIDE WITH EX. JOINTS
OF BASE SLAB
S. J.
0
I �
BASE BID:
w EXISTING 75'x74' TIPPING
FLOOR TO BE REMOVED
z & REPLACED PER
SECTION B-B ON SHEET
Ln TF-2 AND SPECS.
15B B'-0" '
S. J.
Ell —1
WEAR PLATE PER
X
� I
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— — — — — — — — —
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PROTECT EX.II 4" MIDDLEWEEP
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L——— — — — — —— /
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— — — — — — — — — — — — — — — — — — — — —
— — — — — — T -ex. pit ror transrer trailer-
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
154 Roundabout Ct.
Rocky Mount, N.C. 27804
Phone: [phone]
Fax: [phone]
www.appionengineers.com
[e-mail]
Final Drawings
Review Purposes ONLY
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_ TIPLATE EL`
(+&-0' AFF)
#6 AT 12°oc, VERT.
DOWEL TO F1'G.
(LAP #6 $AR 24")
SEE PON. PLAN ---
f--OR SLAB REINIF.
a- 3/g"w/ 1/2'0x4"
HD STUDS AT 24" oc
MAX. HORZ. � VIl
HAIRPIN AT GC)LUMN
BEYOND (SEE PLAN)
4'-D"
STEM
SECTION AT SIDE PUSH WALL
3/40 It 1`-0"
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
154 Roundabout Ct.
Rocky Mount, N.C. 27804
Phone: [phone]
Fax: [phone]
www.appionengineers.com
[e-mail]
Final Drawings
FIN. FLR. 0L.
Review Purposes ONLY
71S.O.G.
a®atuor
a C
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SEE PLAN
8421 0
CONSTR.OR SLAB
9 #5 CONT.
irtetllAs � ZO 2�7�
7 TOP, 2 BOT,
U
#6 AT tZ oc.
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Push/Pinch Wall Steel Plate Repair:
1. Place new through -wall 1/4" diameter A36 Hot Dipped Galvanized All Thread Rods (ATR) at 24" o/c vertically and horizontally (stagger spaced) where
plates are loose, or buckling slightly or where indicated by Engineer. Base Bid: Allow for 100 new through -bolt connections. See details. Details are
designed to permit ATR to flex with longitudinal shrinkage/expansion of steel plates that have heretofore been restrained.
Either drill through existing holes to create a new though -bolt connection or plug/repair holes and grind flush with push surface.
2. Holes in Plate: cut out gouged areas in a square pattern, remove, clean and re -weld a 3/8" plate plug into hole. Grind flush with push surface.
3. Repair broken seams: Grind out joint to create a butt joint between two adjoining 3/8" plates. Re -weld butt joint with complete -penetration weld.
Engineer to locate and approve all locations w/ Contractor prior to welding. Allow for 100 LF of joint repair.
4. Damaged Plate Steel Replacement: Contractor to budget removal and replacement of three 3/8" thick carbon steel plates, 4 feet wide by 8 feet long.
Because plates are partially embedded, contractor to cut plate near floor high enough to leave a portion for welding. Plate replacement to include
removal of old plate, cutting, forming, and fitting, welding. Cost of through -wall connectors to be paid separate (item 1 above). Assume 8 through -bolt
attachments are needed per new plate.
(2) S.S. BELLEVILLE WASHERS 10.151 , 1I PRESS PLATE SNUG TO WALL
(CONICAL SPRING LOADED 0150" 1 PLACE SHALLOW PLUG OF STIFF II PRIOR TO WELDING
WASHER) (2" O.D. / I/a" I.D.) 1 MORTAR IN ANNULAR SPACE 8 STRIKE 1 I
LOAD TO FLAT = (oa&50. FLUSH WITH CONCRETE WALL
DO. SS NUTS 1 (PROVIDES WELD BACKINCz) 1 I
1 " 3/4" DIA. A36 NDCs ALL
LOCKING NUT THREADED ROD 14 1/4'' LONG 1
1
7/32"
Ln
I.
I PAN[) TIGHTEN TIGHTEN AND THEN TIG PTEN 1
ONE QUARTER TURN (SO') AND 1
LOCK BOTTOM NUT IN PLACE I a 198"
DO NOT EXCEED 1/4 TURN! 1
0.1S8"
I
2"
BACK SIDE 12" Z=>
PUSH WALL 1
i -
I
G3IRIND FLUSH OR SLIGHT
CONVEX WITH 3/8" PLATE
STEEL AFTER WELDING (NOT
TO PROJECT MORE THAN 1/16"
1/4" PROJECTION
FOR WELDING
1/4" TO 1/2'' MAX. I
EX. 3/8" PLATE STEEL
4" (NTS) 1 OVER 12" REIN. CON(. WALL
12" (NT5), i
PUSH SIDE
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SECTION C-C
PUSH/PINCH WALL STEEL ARMOUR ATTACHMENT RE PA I R
SCALE: 3" = 1'-0''
14-005
D-0000
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ISOLATION SHEET
BETWEEN SLABS
Vi
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01M,,�1111f,
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<:2 = Z
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(E) SLAB—/
NOTES:
1. SAW CUT JOINT WITHIN 24 HOURS OF CASTING. USE MIN. 1" DEPTH
WITH "EARLY ENTRY" SAWS, 2)/2" DEPTH IF CUT MORE THAN 12
HOURS FROM PLACEMENT.
TYPICAL SECTION AT
SAW -CUT CONTRACTION JOINT
DIAMOND DOWEL ASSEMBLY
(Y8x4Y2x4J/2 @ 18" OC) AT
TRAFFIC AREAS
ISOLATION SHEET
BETWEEN SLABS
V
;i�
UJ
ry
:2
ROUGHEN SURFACE TO Y4 IN
AMPLITUDE PRIOR TO PLACING
SECOND SLAB.
DISCONTINUE REINFORCEMENT
2 IN. FROM JOINT.
/—(N) TOPPING SLAB
ISOLATION SHEET
0=A1C'r*K1 C'I AnCl
EDGE OF BUILDING BY OTHERS
(N) TOPPING SLAB;
PROVIDE J" CHAMFER (N) ASPHALT PAVEMENT
,B BY OTHERS
ISOLATION SHEET
BETWEEN SLABS (E) ASPHALT PAVEMENT
(E) SLAB FORMED
SURFACE
TRANSITION AT BUILDING EXTERIORSCALE: 3/4" SCALE: 3/4 1 _0 N.T.S.
xl9 SIL CAP PL.
(SEE NOTE 1) TYP
-04
GRIND WELD
J"x`12" STL
PL. CONT. 3 —<FLUSH, TYP.
T3/8
(0
(.0
Y2"Ox4" LONG SHEAR
STUDS @ 2'-0" OC
ALONG WALL_.- #6 HORIZ. Y2"Ox4" STUD
)_019 0C
L2x2xJ CONT.
(E) STL PLATES— 00
8
,—#6@12" OC HORIZ. PLACED
THROUGH HOLES IN ANGLE LEG;
Typ.
TIE HORIZ. BARS TO VERT. BARS
_J
1/4 2-6
8
L5x3xJ x 4-8" LONG STIFFENERS
4 UJI @ 2'-0" OC ALONG WALL; PROVIDE
9"0 HOLES IN ANGLE LEG @ 1'-0"8" Y2" STEEL PLATE 7 PLATE WELDS AT CORNER
N.T.S.
OC VERTICALLY
_J
T
__��J"x5'—O" STL PL. CONT. :H -J
ALONG WALL
C:)
2)/4" UJ
N
.............
(E) SLAB—/
NOTES:
1. LOCATE CONSTRUCTION JOINTS AWAY FROM HEAVY TRAFFIC AREAS.
IF JOINT WILL BE SUBJECTED TO FREQUENT TRAFFIC, INSTALL
DIAMOND DOWEL PLATES ALONG JOINT.
TYPICAL SECTION AT
CONSTRUCTION JOINT
)1/2"Ox4" LONG SHEAR
@ 2'-0" OC HORIZ
N) TOPPING SLAB
(
WELDED TO (E) STL PL.
—/
(E) TOPPING SLAB
1'-0"
#6@12" OC VERT. DOWELS
(E) WALL
EMBEDDED 61" INTO
CONCRETE IN EPDXY
Y2"Ox4" LON(
ADHESIVE
SHEAR STUDS ((
NOTES:
2'-0" OC HORN
1. PROVIDE 12"x19"
OPENINGS @ 6'-0" OC IN
CAP PLATE FOR PLACING
AND VERT. (TYP.
NEW 8" CONCRETE WALL.
2. PLACE NEW WALL
PRIOR TO NEW TOPPING SLAB.
3. LOCATE SPLICES
IN PLATES AT 1'-0" FROM
L5x3 ANGLES; SEE DETAIL 8.
NEW WALL
ENCASEMENT 0
(E) 49 WALL
SCALE: 1" = 1'-0"
PLACED
LES IN ANGLE LEG;
ARS TO VERT. BARS
-8" LONG STIFFENERS @ 2'-0"
ALL; PROVIDE J"O HOLES IN
P 1'-0" OC VERTICALLY
I TOPPING SLAB
TOPPING SLAB
/ERT. DOWELS
kt) WALL _ "INTO rot\irPr_7r-
­______ _14.
IN EPDXY ADHESIVE
NOTES:
3—U2a AT 1. PLACE NEW WALL PRIOR TO NEW TOPPING SLAB.
KXNTS 2. LOCATE SPLICES IN PLATES AT 1'-0" FROM L5x3 ANGLES.
6 NEW WALL ENCASEMENT 0 (E) 10' WALL
SCALE: 1" = 1'-011
SCALE: 1 " = 1'-0"
TYPICAL SECTION AT SLAB
CORE THROUGH (E
WALL TO PROVIDE NE)
6"0 DRAIN — SE
S-03 FOR ELEVATIO
(E) WALL
NEW DRAIN DETAIL
:-S AND WALL
__MENT NOT
)R CLARITY
TOP OF WEAR PLATE TO
BE FLUSH WITH TOP OF
PROPOSED CONCRETE
FINISHED GRADE
SLEEVE
1/ 4
HOLE IN (N) STL
,T (N) DRAIN
N (N) SLAB
INISH WITH
FO DRAIN
NEW STEEL WEAR PLATE
(CENTERED ON BASE PLATE)
J "x10"xY STL BASE PL. WITH
(2) J"O HILTI KWIK BOLT 3 EXP.
ANCHORS WITH 3" EMBEDMENT
I
1 " � 81) 1 ]c �) I
Je
(E) SLAB
1
NOTES:
N) TOPPING
;LAB 1. FABRICATE HEIGHT OF EACH WEAR PLATE SUCH THAT TOP OF WEAR PLATE
IS FLUSH WITH TOP OF PROPOSED CONCRETE FINISHED GRADE.
)PING SLAB 2. INSTALL EXPANSION ANCHORS IN ACCORDANCE WITH MANUFACTURER'S
WRITTEN INSTRUCTIONS. PROVIDE 8"0 HOLES IN WEAR PLATE AT ANCHORS.
FASTEN NUTS HAND —TIGHT ONLY.
10 WEAR PLATE DETAIL
SCALE: 3/4"
SCALE: 1 " = 1'-0"
I
I
SIMPSON GUMPERTZ & HEGER
Engineering of Structures
and Building Enclosures
Simpson Gumpertz & Heger Inc. Boston
41 Seyon Street, Building 1, Suite 500 Los Angeles
Waltham, Massachusetts 02453 Now York
main 781.907.9000 fox: 781.907.9009 Son ftancisco,
www.sgh.com Washington, DC
IConsultant I
SOLID WASTE
TRANSFER STATION
TIPPING FLOOR
REHABILITATION
ROCKY MOUNT,
Project NORTH CAROLINA
DETAILS
Drawing Title
Project No. Checked Date
120440.10 MRS 06/17/2014
Drawn Approved ale
FFEI AS NOTED
000"ItIM1111"""' Drawing No.
A c A
..-Bf FESS/0
041168
—04 S
S al —A

© Copyright 2011 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
46'-5"
-ex. 6eph6/t-
-ex, aspha/t-
P L A N
NORTH edge ex. pavement
ex. 5'-5'x9'-9" awning
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ice
----------------------- ---- ----------Ix ng=-11"
/ rail ht 3'-l"
N
EX. FI;=,ONT DECK
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/ I I deck=-//4" I
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11 6 Q 6 6 x I
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ng=-l'-8"1 1
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ex. 3" steel hole in 1 ex, elec. meter
1 1 2046 2m 46 2m 46 •`• 3/PJ 46 ��
ground (pole base77) 1 (^) 1 ex. pole mounted �---------- ---_----------J L - - - - _ _—�-- �—__J L- --- _ _-- -- - - - - - - - - - - - -
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---------- -----------------------------------r 1-1 I - - - - - —11-----------------—�________� --�
p 1 '' 1 stop light in 24" sc�, n
conc. rooting x ng=-1'-1P" ex, water s i of O ng__2' 117 +: p deck=-2 //2" II I
x VARIABLE DEPTH _ 9.0 INTERMEDIATE
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_
ENTRAINED 28 DAYS) WITH 6x6 WWF W2.9xW2.9-
_ A
ON EX. 10'xl2' GONG. APRON, PLACE WWF 9 1 _ v - — a — •— — _ ex. 2X3 di • J r _ —• grass-
MIDDEPTH OF 6" TOPPING, MIN. SLOPE 1,09 ex. grass- - _ _ - I I �' - _ _ _ - '
1 conc` rl �e ✓ _ - - -- \ G Y conc. flume, FROM SCALE (TYP.). COORDINATE WITH 8_
-
ENGINEER TO VERIFY IF PINS ARE REQUIRED L- a _s-L= - _� -�-_ -- 'J1
ex. chain link fence with barbed-wire \ \ ex. chain link fence with barbed-wire
FLAN VIEW
SCALE: I/4" a I'-0"
-ex. propane station -
I
ASPHALT BY SITE CONTRACTOR.
ASPHALT WEDGE OVERLAY.
THICKNESS VARIES 2 1/2" TO 6", USE
VARIABLE DEPTH 119.0
INTERMEDIATE BINDER (TYPICAL)
12'-0"± (NTS)
MATCH EX,
GRADE I/2
-----I ------------- ----------------
REMOVE EX. ASPHALT
AS NEEDED TO MAINTAIN
A MIN, 2.5" DEPTH
I I '
-------------------------------------------------7--------------------1
7--------------------I----------------------------
------------------------------------------------------------------- ----------------------------
~awning
s_---- rIIII --------------------- -
uv-==---i J �-� IIII I �l -0� x 6'-0
"
rt�_� L1 awning
I I
INSTALL 6" CONCRETE (5'000 PSI AIR II I II III III I II II I I Irsteel columns
ENTRAINED a 26 DAYS) WITH 6x6 WWF W2.9xW2.9 I I III ili ill Ali III III ill III III III I SILL OF I I
ON EX. 10'xl2' CONC, APRON. PLACE WWF a I I III III III III III III III III III III I I
WINDOW
MIDDEPTH OF 6" TOPPING, MIN. SLOPE 1.0io I I III III III III III III III III III II I _ 1 1
AWAY FROM SCALE (TYP.). COORDINATE WITH I 1 1III III Illy III III III 111 III lil III i '`�� I I
ENGINEER TO VERIFY IF PINS ARE REQUIRED I I III I 111 III III I III 11 r 1 1
I 1 IJI III ICI III III I�I____III III_______ �II i iJi II
I I I I I III III � I I I I I I
I I I I III III SEE SHEET SH-2 FOR I I I I I
I III III DECK IMPROVEMENTS _I FFE=0 I I
11
I ICI 1.
-- �L-�-------------� �-------------------------------------------_ __
________ _____________
1 IIII II II II IIII I II I II II IIII I II I I II IIII 1 m
-1 - IL - -I - IL -II JL _ - IL - ILJI _ I JL _ II -I _ L_ _s_ _JLL_ _L_ _JL_ _�___J1_ _1_
-- zz —J----------J —
--� ��---l---���---------'
111�
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FOOTING FOOTING
GONG. SLAB BETWEEN FOOTINGS
FOOTING I IS' -II" FOOTING 21'--1"
SECTION A -A
SCALE: 1/4" = 1'-0''
INSTALL ro" CONCRETE (5'000 PSI AIR
ENTRAINED a 28 DAYS) WITH 6x6 WWF W2.9xW2.9
ON EX. 10'xl2' CONC. APRON. PLACE WWF 6
MIDDEPTH OF 6" TOPPING, MIN. SLOPE 1.0%
AWAY FROM SCALE (TYP.). COORDINATE WITH
ENGINEER TO VERIFY IF PINS ARE REQUIRED
INSTALL 6" CONCRETE (5'000 P51 AIR
ENTRAINED iD 26 DAYS) WITH rox6 WWF W2.9xW2.9
ON EX. 10'xl2' CONC, APRON. PLACE WWF a
MIDDEPTH OF 6" TOPPING, MIN, SLOPE 1.0%
AWAY FROM SCALE (TYP.). COORDINATE WITH
ENGINEER TO VERIFY IF PINS ARE REQUIRED
ASPHALT BY SITE CONTRACTOR.
ASPHALT WEDGE OVERLAY,
THICKNE55 VARIES 2 1/2" TO 6". USE
VARIABLE DEPTH 119.0
INTERMEDIATE BINDER (TYPICAL)
14'-0"± (NTS) A
1/21 MATCH EX.
GRADE
---- i---i-=---P ---
REMOVE EX, ASPHALT
AS NEEDED TO MAINTAIN
A MIN, 2.5" DEPTH
GENERAL NOTES
Last Revised 2.11.14
I
I
1
1
1
/
/
/
/
i
MATCH EX. GRADE
1. All materials, construction, workmanship shall meet City of Rocky Mount requirements and the NC Building Code, as well as requirements
contained in the project specifications.
2. Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in Construction" issued by AGC of America, Inc.,
and the Safety and Health Regulations for Construction issued by the U.S. Department of Labor.
3. Approximate dimensions based on field measurements are shown on these plans. Contractor shall be responsible for reviewing and verifying
all dimensions and existing site conditions prior to construction. Any adverse existing conditions affecting work shown shall be brought to the
attention of the engineer for possible clarification or reconciliation.
4. The contractor shall be responsible for the repair of any pavement or existing utilities that may be damaged due to construction activity.
Exercise caution.
5. Existing utility locations shown, if any, are approximate and shall be verified in the field prior to beginning work. Contractor shall contact the
811 One Call Center for locations of existing utilities prior to beginning construction.
6. All handicap ramps, if required, are to meet "ADA Accessibility Guidelines for Buildings and Facilities" as detailed in Federal Register, Vol. 56,
No. 144, latest revision. Also refer to North Carolina State Building Code Volume 1-C, "Making Buildings and Facilities Accessible To and
Useable by the Physically Handicapped," latest edition.
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CONSULTING ENGINEERS, P.A.
CIVIL, MUNICIPAL &
STRUCTURAL ENGINEERS
COMPREHENSIVE
ENVIRONMENTAL SERVICES
BLN = C0562
154 Roundabout Ct.
Rocky Mount, N.C. 27804
Phone: [phone]
Fax: [phone]
www.appianengineers.com
[e-mail]
Final Drawings
Review Purposes ONLY
a%J i M
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© Copyright 2011 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
I II
I I� REMOVABLE PANEL AT STEP REMOVABLE PANEL AT STEP
I II
I FULL WIDTH
1 2 -I BD AT STEP
I I I�l III
I I I�FACE SIDING I -62
I I�
I I 2"
2 I a 3" \ 2x4 P.T. BLK'G
I 1 I" GAP AT END DECKING 2 Ex. OFFICE FIN.
FLOOR ELEV. w SOLID 2x4 P.T. BAND
ccll� - > /\ I..
3" LONG SS DECK = Qj / \ $ 22x4 P.T. FJ.
I I 5/4x5 I/2" P.T. DECKING
(GLUE d SCREW) SCREWS (2/5D) TYP. - -
_ ,l I FULL WIDTH
N 5/4x5 1/2" P.T. 'n BD AT STEP 1
FIFE 2x4 P.T. FLOOR JOIST 2x4 P.T. FLOOR JOIST
DECKING
----- ��-4-7- -�_-_�
---------------T-A-I 2x4 P.T. BLK'G Q 16" O/C� 2x4 P.T. BLK'G g 16" O/Cm
II /II /I ---- 2x8 P.T. BAND
11V/ 11V/ I III I \/ (2) 4" LONG SS DECK SCREWS 2x4 P.T. BLK'G
/A1 I /A1 I - TOP OF EX. APPROAGH SLAB
—----------------------------- ---
1 2x4 P.T. F.J.
—--------------YW— 1
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1/2" DIA. 55
THRU-BOLT 2xx3 1/2'' BLK
PRO, GALV. FLASHING 1 `V Q1 2x4 P.T. STOP
(REMOVE SIDING, INSTALL 2xC P.T. EQ, EQ 1 52 1-" MAX. 7 RISE, FINAL HEIGHT 0
FLASHING s REPLACE. LEAVE GIRDER TO BE DETERMINED ONCE WE
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2x6 P.T. DROP GIRDER
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1/2" DIA. SS THRU-BOLT
4'-0" C-C POST SPACING
ex. 7'-7"x5'-y" awning
(6'-7 314" above deck)
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REPLACE EX. BOARDS WITH NEW
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(4) RAIL POSTS
(3) 12" TREADS 0 - - - - - - - 51M. 102 (UPPER) 2x4 PT FJ 2x4 PT FJ 2x4 PT FJ 2x4 PT FJ
(4) RISERS o 6"
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ENVIRONMENTAL SERVICES
BLN = C0562
154 Roundabout Ct.
Rocky Mount, N.C. 27804
Phone: [phone]
Fax: [phone]
www.appianengineers.com
[e-mail]
Final Drawings
Review Purposes ONLY
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Copyright 2011 Appian Consulting Engineers, P.A. These drawings have been prepared as instruments of service for a particular site or building improvement and remains the property of the Engineer for use under his supervision. No reproduction or other use is allowed without his permission.
GENERAL NOTES
Last Revised 2.11.14
1. All materials, construction, workmanship shall meet City of Rocky Mount requirements and the NC Building Code, as well as requirements
contained in the project specifications.
2. Contractor shall comply with all pertinent provisions of the "Manual of Accident Prevention in Construction" issued by AGC of America, Inc.,
and the Safety and Health Regulations for Construction issued by the U.S. Department of Labor.
3. Approximate dimensions based on field measurements are shown on these plans. Contractor shall be responsible for reviewing and verifying
all dimensions and existing site conditions prior to construction. Any adverse existing conditions affecting work shown shall be brought to the
attention of the engineer for possible clarification or reconciliation.
4. The contractor shall be responsible for the repair of any pavement or existing utilities that may be damaged due to construction activity.
Exercise caution.
5. Existing utility locations shown, if any, are approximate and shall be verified in the field prior to beginning work. Contractor shall contact the
811 One Call Center for locations of existing utilities prior to beginning construction.
6. All handicap ramps, if required, are to meet "ADA Accessibility Guidelines for Buildings and Facilities" as detailed in Federal Register, Vol. 56,
No. 144, latest revision. Also refer to North Carolina State Building Code Volume 1-C, "Making Buildings and Facilities Accessible To and
Useable by the Physically Handicapped," latest edition.
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BLN = C0562
154 Roundabout Ct.
Rocky Mount, N.C. 27804
Phone: [phone]
Fax: [phone]
www.appionengineers.com
[e-mail]
Final Drawings
Review Purposes ONLY
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CONSTRUCTION PLANS FROM 2000

Hz]FAX
CASH
SITE VICINITY MAP
Rf:FFRENCE:
NORTH CAROLINA/SOUTH CAROLINA MAP PU91.ISHED BY THE
AMEMCAN AL-OHOHILi- ASSOCIATION, HEARTFLOW, �L 3274E
1998 (• UI"I N.
APPROX:N.A_E SCALE
0 10 MI. 20 MI.
3s
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LIST OF DRAWINGS
FIGURE NO.
DRAWING NO.
DRAWING TITLE
PREPARED BY
ALMES & ASSOCIATES, INC., C,9NSULTiNG ENGINEERS
-
R9 r-488-E14
TITLE SHEET �.
1
R99-48S-E21
SITE IA.YOUI
ALP.IES & ASSOCIATES, INC., CONSULTING ENGINEERS
2
I R99-488-E19
PROPOSED FACILITY PLAN
ALMES & 'S`'OCIATE% INC., CONSULTING ENGINEERS
3
R99-488-Et6
UTILITY LAYOUT
ALMES & ASSOCIATES, INC., CONSULTING ENGINEERS
4
R99-488- 1718
LEACH.ATE CON`✓UANCE SYSEM DETAILS
i _MES & ASSOCWES, INC_, CONSULTING, ENGINEERS
5
R99-488-E17
OIL/WATER SEPAWOR AND LEACHATE TRANSMISSION DErAiL.S
ALMES & ASSOCIATES, INC,, CONSULTING ENGINEERS
— 8
R99 r8b-E20
EROSION AND SEPIMENi DELAI'_S
ALMES & ASSOCIATES, INC., CONSULTING ENGINEERS
R99-488-E15
EROSION AND SEDIMENTATION TABLES AND MISC. DETAILS
ALMES & ASSOCIATES, INC., CONSULTING ENGINEERS
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GENERAL NOTES, SECTIONS & DETAILS
RrWA ENGINEERS
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SECTIONS & DFTA;LS
RTWA ENGINEERS
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RTWr, ENGINEERS
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MEC+AN'CAL. AND PLUMBING PLAN
RIMA ENGINEERS
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ELECTRICAL COVER SHEET
RTWA ENGINEERS
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LIGHTING, PLAN .AND POWER PLAN - -
RTWA ENGINEERS
SITE LOCATION MAP
U.S G.S. TOPOGRAPHIC MAPPING
ROCKY MOUNT
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QUADRANGLE, 197i
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APPROXIMATE
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't's'si: li'%-• CONSTRUCTION DRAWINGS
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ALMES & ASSOCIATES, INC.
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CONSU' T1NG 'eNGINEERS
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1 I I COMMONWEALTH COURT
SUITE 104
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C0.RY. NC 27511
(OH 37.
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CONTACT:
IA187
JOHN A. MO0DY, P.E.

DIISITNG DROP
INLES_(SFE NOTE 1) ` �\�• `
SILT FENCE
i
,--_5 - — - EXISTING FLE/AT.ON CONTOUR, - 5' INTERVAI,
4 �!
AREA (r-0 07 ACRES) TO
' ..... RECEIVE TEMPORARY AND !., .. /I �•.,2, � / _ EXISTING ELEVATION CONTOUR - V INTERVAL
PERMANENT. VEGETATION- •
PROPOSED .ADDTTIQN"
-- 100 PROPOSED ELEVATION CONTOUR - 5 INTERVAL
' PROPO TURN '\\
AROUND APRON PROPOSED ELEVATION CONTOUR - 7' INTERVAL,
.. v/MP
-- ED LIMIT OF EARTH DISTURBANCE
f•/ .. (/ RETAINI.
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_ - �'•SS .,,. PROPOSED Ti,R41WA7ER PIPING
\ \
\ /
" SLOP AKEA (-Q 09 A ACZES)
.,.. 11-: .. ... `. . _� -
.. ........ .. % 5W , / TO REC TENT
c#� PROPOSED G ANIT. RY N PIPING
PERAiANE p`D�'EGEIA. H SEWER
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M r W-- PROPOSED WATER LINE
•,/ /' 1 �\ \ \`v - - PROPERTY BOUNDARY
4 GATE
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SCALE :Ak i ' i € \\l !STtN G\`jURN EXISTING PA IFD��"T$1.
A D_ I I AREAS
p LLL����JJJ
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DROP INLET
PRoros[D PAVED AREAS
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jy \ EXISTING GRAVEL DRIVE
\ AREA TO RECEIVE TEMPORARY; j __J
/ AND PERMANENT VEGETATION \ \ /
\\\ l
VEHICLE SHED .. 1 OUTLET PRO ON-_ _. ";`� .. 9�. f / PROPOSED DROP 6 _ / t / 77
\\ STRUCTURE \ INLET (SEE NOTE 2 . 4 PROPOSED GRAVEL DRIVE
\ �•� �PROPOSED LEACHATE \ \ COLLECTION PIPING
SEPARATORPROPOSED OILfWATEid PROED
RETAINING WALL � J ,, �/ /;F\
COIL
1 li S:OGKPILE
kl \\ \ '-'EXISTING COS PACTIOON _ J
EXISTING MANHOLE �1BITICDING .
\ \ 1 PROPOSED LEACHATE • 1 + r „ETAI! /%BOSS -SECTION
%.
-'4 LIFT STATION DES;GNA,!ON
2
APPROXIMATE LIMITS .. .
OF EARTH DISWRBANOE `
SHE..
EXISTING DROP (-0.70 ACRES)
INLET (S_ I I 'SHF S�, WERE SAILOCATE \ \ \ (SE NOTE.?\
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INLET (SEE 1
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INLET` (SIX NOTE 1) ( ) .
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FACILITY PROPERTY
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\ \ NOTES:
_ , \�\ \� �I r 1 �.,� ` i. ALL NOTED EXIS"ZING DROP IN, ZS SHALL HAVE INLET PROTECTION
APPROXIMATE MITE -
U \ �•r \, CONSTRUCTED AROUND THEM PRIOR "0 ANY OTHER CON5tRUCT.CN
v . _ _ 4F EARTH DISTURBANCE
\ _ _.. ACTNIi;ES. SEE DEfAll ,', ONFiGU:TE 5. L � � — �" � Q.12 ACRES) �
,.... �-t, ( /\/// ,/ \\\\,.' EXIn# 50"0 RCP �\ � � 2. NEW DROP INLETS SHALL a4•,/E INLET PROTECTION CONSTRUCTED
=t k' / ',.� -�\ 1 ` AROUND THEM HM"tpiA?CLY AZER THE .^,0\'STRUCTION OF THE INLET
PROPOSED GRAVEL DRIVE / ,���''\/ y\� '\. `�\\\\ / HAS BEEN COMPt (:TED. SEE DETA'L 3 ON FIGURE 6.
EXISTING GRAVEL DRIVE , ��\\ \,. i
\ \\ \\\ 3. ALL SITE SAFETYCONTRACTOR SHALL
THE RESPQNSIBILITf OF THE CONTRACTOR, THE
OF
x /� / / \ \ / THE CONSTRUCTION DOCUMENTS INCLUDING, BUT NOT UITEDS AND NSTo, ALL
EXISTING \\ \\ �\\/ \\/\ \� \\ \ /r' ~._., �EERP LOCAL ST; SAFETY
AND FEDERAL RULES. AND RE ULA AND ALL
t S10RMMIATER \/\ \/�\\�% . \\ \ _ OUTLET PROTECTION e REGARDING SAFETY AS THEY RELATE TO ALL CONSTRUCTION ACTIVITIES
ON S17E AS PRESENTED ON THESE PLANS.
CULVERT APPROXIMATE \ \ 7�\/�\ . \/\\ \ \ �\ STRUCTURE 6 i\,
LIMITS OF EARTH �/ �i ��;� i X
\ DISTURBANCE j\ \ \ \\
(0.26 ACRES)SCALE
v
\
SOIL STOCKPILE AREA \� \\/i�\ j\/\!I ��\ 00
0 30 60 FEET
+ 1,-. � \, • ' .. � � \ �.,_. _ _ ` __ Z
\ / / i •_> \ \` \ : ' f �; \ -,``o�F6;5/p�;Py'y PF` _ DATE
_uFS{ K f7?'IQPL, .. P �d. OPER.
DE iPROJECT vO:R99-48a,-103610AD WRB 03/07/00
DYJ kD Job z/:sP:,cJECT• CONSTRUCTION DRAWINGS
C CITY OF ROCKY MOUNT TRANSFER STAT O
l i • \. \\` Z SILT FENCE \ NrAv:rt,sao RE ROCKY MOUNT, NORTH CAF20lINA
APP
\ Y
\ \ - PRO MGR PROPOSED FACILITY PLAN
1 I
\ i
MIMES do ASSOC IATL"S, INC OPFP.
`� \_ --� •5 t',` \\� !' C4NSi: LT;Fi6 FNGI7EER5
co DRi,W'NG No,
CIR99-488--E19
C�H79)RY, NC 2751 i
(_373-ts87ROCKY MOUNT FIGURE 2

/ sERVICEs CENTER c
ENVIRONMENTALENVIRONMENTAL
j
01
sR RVRCEs MITER
fir
EXISTING 2'x3 DROP a s r
INLET EL 98.0'
18'0 RCP INV. EL 94.1 / \` - i / \ d.d �'4 i
\ 38'0 Rip 1;V: EL 93.0 9g
8'0 PVC INV. EL. 94Z \'1
18'0 RCP - * GATE PROPOSEts-PAYED PROPOSED TRANSFER
-- -
- _ - -.--DRIVE
r GATE /
P
— _ Y ND
.. .
\ 4
EGA
i j
,._. .- ....:... .. .: _ -. ._. ..._ -., __..-.. -....- ....- --"`. ' :. �.`. •. -' -'4� Nam. . .
yTURN
TIPPING. FLOOR \
-}' REfA171 SCALE i .. ...... .....
< SCALE \ ,,' r+l _ .�� ' \ SCALE ►iOUSE.. / `�
/ � 1`• / V � , ; :\ , � 4 ' LOADMG
SCALE HOUSE- � •. ---__ \,�,,�"� •I,' .� � , � ,,\, _ /
IXISTYJC MANHOLE
ELEY...89:8.._.. JUNCTION BOX
\ INV. EL 82.17 < \
t � \
PROPOSED
IX6i11JC MANHOLE
`. EL 90.5
INV`>. EL 85.08 \�:�'
'a
,
, .. ATER PIPEAe
.. - - ..
r
r'J�ry niy
,.. ... �t �,.,� VEHICLE SHED r
EXISTING 2'x3' DROP INIEf
a j t i ^'' G. TSFT32' <
TOP. EL89.5 _<„....E�XRS'fi�D.AMNFIOIE. (!" _...�; / `b ATiON' /
18.11 RCP INV. EL B8.4 / <\ b
10'� PVC: W. EL 84.5::-
i. EXISTING, 3*0 PVC W. EL 85:5
VEHICLE SHED MANFWLE
' ELEV. 88.3 l /o \
� -- p(LSTINC DROP
INLE7 EL 7
' RCP 1NV EL
50 O.D. iOi.D.
\.
CULVERT
-
-k
\\ I \ EXISTING DROP -PROPD
V< EXTID
20 • RCP INV. EL \\�-p\ .\ .`\ \ 9%
tMLET EL 87.0 � � /
EXISTING GRAVER
EXISTING GRAVEL ---------
DRIVE / \\ \ `;� �- \. 7 . •\ �° DRIVE
I-
y o' �.
�+ EXISTING CONDITIONS
�.
FINAL CONSTRUCTIQN
LEGEND:—w—w—w— PROPOSED WATER LINE
--- �� -- EXISTING ELEVATION CONTOUR - 5' INTERVAL —X—X X—X—X— FENCE LINE EXISTING GRAVEL AREA
-- -- - EXISTING ELEVATION CONTOUR - V INTERVAL _--- - - ` ... _ ' - -- EXISTING ELECTRIC LINE c ES G��% REV DATE DESCRIPTION P.M. OPER.
•_.y PROPOSED GRAVEL AREA '
•, -t. •; :,...� _ '2P �' DES PROJECT NO:R99-488-1036 CAD: WRB 05/22/00
---- 100- --- PROPOSED ELEVATION CONTOUR - 5' INTERVAL — = — E — E — E — PROPOSED ELECTRIC LINE
a = DRN PROJECT:
_ wRa os o1 0o E CONSTRUCTION DRAWINGS
- -- - -.-- - - - -- PROPOSED ELEVATION CONTOUR - 1' INTERVAL EXISTING TELEPHONE LINE %G'=YO r �l F;4'O�:' CHK CITY OF ROCKY MOUNT TRANSFER STATION
NOTE: ,y1' k: !� REV ROCKY MOUNT, NORTH CAROLINA
- ---- EXISTING STORMWATER PIPING '. ... ".. -- PROPOSED TELEPHONE LINE 1 ALL SITE SAFETY IS THE RESPONSOL17Y OF THE ��:. APP SHEET TITLE:
CONTRACTOR. THE CONTRACTOR SHALL COMPLY WITH ALL
----ss --ss EXISTING SANITARY SEWER PIPING PROPERTY BOUNDARY TERMS AND CONDITIONS OF THE CONSTRUCTION DOCUMENTS SCALE PROD. MGR. UTILITY LAYOUT
..... INCLUDING, BUT NOT LIMITED TO, ALL OCCUPATIONAL SAFEiY ALMES dC ASSOCIATES, INC. OPER.
EXISTING WATER LINE EXISTING PAVED AREA AND HEALTH ADM NSTRATION {OSHA}. AND ALL OTHER LOCAL. 30 0 30 60 FEET
STATE, AND FEDERAL RULES AND REGULATIONS REGARDING CONSULTING ENGINEERS
PROPOSED STORMWATER PIPING SAFETY AS THEY RELATE ALL CONSTRUCTION ACTIVITIES Ill SUITECOOMMONWEALTH COURT
CITY OF DRAWING
488—El 6
PROPOSED PAVED AREA ON SITE AS PRESENTEDONN THESE PLANS.
---' PROPOSED SANITARY SEWER PIPING 9 9) 319_1187f ROCKY MOUNT I FIGURE 3

FIBERGLASS WEATHER PROOF
WITH UNCLASSIFIED BACKFILL
COMPACTED TO 95% STANDARD
ENCLOSURE. CONTROL CIRCUIT
FINAL GRADE
PROCTOR (ASTM D698) MAXIMUM
TO BE 120 VOLTS, A.C.
DRY DENSITY OR OTHER MATERIAL
APPROVED BY THE ENGINEER.
3'-3%2" THICK FABRICATED HOPE
COVER WITH 14 1 %%5" BOLTS.
BOLTS WILL BE PERMANENTLY
�\
STEEL PIPE
CONTROL WIRING
FIXED IN PLACE FROM INSIDE
SUPPORT
IN SEPARATE CONDUIT
THE MANHOLE
o
PAINT YELLOW
FROM POWER
} g
2"0 PIPE VENT
WITH SCREEN
STORMWATER
CONVEYANCE PIPING
88.p
ELEV.
0.5
VALVE STEM EXTENSION
TOP OF GROUND
6"
WITH PVC STEM CASING
ELEV. 87.5
(MIN.)
LIFT
CABLE
1
PIPE
O.D.
1 SELECT GRANULAR
BEDDING MATERIAL
2 -6
POWER WIRING)j/
(MIN.)
REPLACE EXCAVATED MATERIAL
CONDUIT
5'-0" DIA.
CULVERT BEDDING
AND
BACKFILL DETAIL
(MIN.)
ARRANGE SUMP LEVEL CONTROLS
2
SO AS TO NOT INTERFERE WITH
4
N.T.S.
INCOMING FLOW
2" GATE VALVE
REPLACE EXCAVATED MATERIAL
90' SDR 17 HDPE
WITH UNCLASSIFIED BACKFILL
PREFABRICATED
COMPACTED TO 95% STANDARD
ELBOW JOINT
FINAL GRADE
PROCTOR (ASTM D698) MAXIMUM
DENSITYDRY O OTHER
4"0 SDR 17 HDPE
R.
APPROVEDBYHEENGINEER.
LEACHATE GRAVITY PIPE
PUMP RAIL GUIDES WITH
SUPPORTS (SPARK PROOF)
1
FLOAT SWITCHES (TYP,)
PUMP OFF ELEV. 74.1
BOTTOM OF PUMP STATION ELEV.
EXTRUSION WELD (TYP.)- \
2" THICK BASE \
SHEET STOCK
AA- S�
4 N.T.S.
2"0 SDR 17 HDPE PIPE
PREFABRICATED SDR 32.5
HDPE PUMP STATION
90' SDR 17 HDPE
PREFABRICATED
ELBOW JOINT
SEE NOTE 3 FOR
BACKFILL REQUIREMENTS
2" QUICK DISCONNECT ASSEMBLY
PUMP MOTOR SHALL BE 1.0 H.P.,
3 PHASE, 60 CYCLE, 460 VOLTS,
1750 RPM. (EXPLOSION PROOF)
6"
SDR 17 HDPE L\\
SOLID WALL LEACHATE 6
CONVEYANCE PIPING 1' PIPE t'
SELECT GRANULAR
D.D. BEDDING MATERIAL
PIPING BEDDING AND BACKFILL DETAIL
N.T.S.
CONCRETE TOP UNIT - r LIGHT DUTY GRATING COVER
2'-91/,"O HOLE IN TOP OF
VARIES
-
VARIES
FLAT CAP FOR ACCESS COVER
7'x7'x2" HDPE
SHEET STOCK BASE
PRECAST OR IN PLACE
CONCRETE INVERT
12"0/18"0
RCP PIPE
3" SDR 17 HDPEG2"
GATE VALVE
ADDITIONAL CONCRETE
6" (MIN.)ELECTRICAL
CONDUITTO
SHAPE BOTTOM
A4A6"
THICK GRANULAR BASE -(CRUSHED
'
STONE)
F
6" (MIN.)
2"0 SDR 17 HDPE
4'0 SDR 17 HDPE LEACHATEFORCE
MAIN
GRAVITY PIPE INLET
5'0 PREFABRICATED SDR 32.5
HDPE PUMP STATION
DROP
INLET
BOX
PLAN
4
N.T.S.
DUPLEX LEACHATE PUMP STATION
4 N.T.S.
LEGEND:
SELECT GRANULAR PIPE
BEDDING MATERIAL
COMPACTED SOIL BACKFILL
DETAIL/CROSS-SECTION
' DESIGNATION
SHEET WHERE DETAIL/
4aCROSS-SECTION IS LOCATED
INLET
Sp�pNITARY
SEWER
SIiST
I
z,
REIN NING
. 374CLEANOUT.
. 4` �+
-----...__ 12"0 RCP
RELOCATED WATER
HYDRANT, METER
AND VALVE /
-. OIL/WATER SEPARATOR
e
. .5 . . . . .
EXISTING SEWER
\ 12"0 LEACHATE/WASHWATER
.�\\ •..•. •. .GRAVITY HEADER PIPING
PIPING
..Illglll
_' �•�. .
_...
\- "PUMP- STATION
`�.
_
s
F
(TYP.)
L
10' FLAT CONCRETE BUILDING
APPROACH PAD BOUNDARY
HEAVY DUTY TOP OF SCALE
GRATE
—10.09
STORMWATER
COLLECTION
TRENCH
s STORMWATER COLLECTION TRENCH —CROSS SECTION
4 N.T.S.
rol
GROUT EXISTING
MANHOLE
4 WATER/SEWER - - 2
CROSSING (TYP,)- \, MANHOLE DETAIL
5
12"0 SDR 17 HDPE - - -
LEACHATE/WASHWATER 3
GRAVITY HEADER PIPING
e SCALE
EXISTING SYORMWATER -
DROP 1NLfT - \ - 10 0 - 10- 20 FEET
.. E..........
(4 1 LEACHATE CONVEYANCE SYSTEM PLAN VIEW
4
/ 18"0
PIPE
L*
A I
� DROP INLET BOX
N.T.S.
NOTES:
1. PIPING SHOWN ON THIS PLAN IS 8"0 SDR 17 HDPE PIPE ENTERING THE OIL/WATER SEPARATOR
AND 4"0 SDR 17 HDPE PIPE FROM THE OIL/WATER SEPARATOR TO THE PUMP STATION. FROM
THE PUMP STATION, THE PIPING IS 2"0 SDR 17 HDPE FORCE MAIN TO THE EXISTING WASTEWATER
MANHOLE FOR GRAVITY FLOW DISCHARGE INTO THE PUBLIC UTILITY SANITARY SEWER SYSTEM.
2. CONTOURS SHOWN ON THE LEACHATE CONVEYANCE SYSTEM PLAN VIEW REPRESENTS EXISTING
TOPOGRAPHY. TOPOGRAPHICAL SURVEYING WAS PERFORMED BY THE CITY OF ROCKY MOUNT
ENGINEERING DEPARTMENT.
3. THE INITIAL (BOTTOM) THREE (3) FEET OF BACKFILL MATERIAL FOR THE PUMP STATION SHALL
CONSIST OF A NON CALCIUS, HARD GRAVEL/STONE MATERIAL. THE REMAINING BACKFILL SHALL
BE UNCLASSIFIED FILL COMPACTED TO 95% STANDARD PROCTOR (ASTM D698) MAXIMUM DRY
DENSITY WITH A MOISTURE CONTENT 33% OF OPTIMUM,
4. DROP INLET WALLS SHALL BE 6" (MIN,) THICK THROUGHOUT UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL USE PRECAST CONCRETE DROP INLET DRAIN.
6. RUBBER JOINTS OR BUTYL RESIN FOR CONNECTION OF PRECAST SECTIONS SHALL BE PROVIDED,
7. USE STANDARD SANITARY SEWER HEAVY TRAFFIC FRAME AS COVER.
8. DROP INLET DRAIN TO BE MANUFACTURED IN ACCORDANCE WITH ASTM DESIGNATION C478
(LATEST EDITION).
•WFESS,oN RD
DES
lla E =
4 ORN
m �
CHK
NA:p n`i� �c REV
o
ALMES & ASSOCIATES, INC. oPER.
CONSULTING ENGINEERS
ii1 COMMONWEALTH COURT
- SUITE 104
-- CARY NC 27511
(9I'S 379-1187
PROJECT NO: R99-488-103 CAD: WRB 04/10/0,
RB 02/01/00 PROJECT: CONSTRUCTION DRAWINGS
CITY OF ROCKY MOUNT TRANSFER STATION
ROCKY MOUNT, NORTH CAROUNA
SHEET TITLE:
;R LEACHATE CONVEYANCE SYSTEM
DETAILS
CITY OF DRAWINR99G 488-•E18
ROCKY MOUNT FIGURE 4

4,5'0 CMP CASING
GRADE OR PAVING-
UNDSTURDED
EARTH
MANWAY
INSULATION MATERIAL
BETWEEN TANK AND
HOLD DOWN SFRAPS
6" (MIN,)
PROVIDE CONCRETE PAL)
FOR MANHOLE CASING
EXTENDING TO GRADE
SECTION
.
1�<r
,\.?.n\��\
r��
CONCRETE BALLAST PAD--� `I
'F<'"4 STEEL REINFORCING
(IF REO;.IIRE7) SEE N07E 1. '+,
.....BARS ON T2" CENTERS
BOTH WAYS-GENTER IN Si.AEH
\l
EARTH FORM. MAY BF ANCHOR BOLTS HOOKED
USED IF HAND SHAPED -�
SMOOTH, C.FAN, AND DRY
--AROUND REINFORCING
eAs"S (TY ')
A_A OIL WATER
�.�._.Y—_._
SEPARATOR — SECTION
N.T.S.
NOTE:
1. GRAVEL. BEDDING MAY BE USED IF GROUNDWATER IS NOT ENCOUNTERED DURING EXCAVATION.
�U
4"0 SD'
HDPF.. I
ME
30" LD.
EXPAND EXISTING 4"0 PE_NETRAIK)N
TO A PENS€RATION LARGE ENOUGH-- :gig p lh
TO ACCOMMODATE. 12"6 PIPING EXi5i ING STEEL C040
t y EXISTING CONCRETE 1 —EXISTING STEEL COVER
MANHOLE --a\
EX€5"! NG 4"0 PIPING +.
20
EXISTING BRCK
L t MASONRY MANHOLE
NKSEAL. OR _ __ +Y \.•.�
} EQUAL
. • ' - `. tEXIS
PIPING TING 1D"C -- ..:U ._ .
APPROVED F.--
OL- •. ; . ; _, e _
W _ _ EI_V. 8 i '1
ELY. 80
SDR 17� t .
HDPE PIPE •a
TO BE
CONNECTION MA'( REWIRE GROUT EXISTING DETERM:NEO
STRUCTURAL FILL MECHANICAL, WATERPROOF MANHOLE TO IN THE FIELD
COUPLING THIS ELEVATION �_• . _ -�('.
fj '•` SCR 17 HOPE PREFABRICATED
12.0 SDR 17-J 1 "-`WE` FII IING WITH 10'0 �•`
NEW PENETRATION TO
,Ii HDPE PIPE RUN AND 4% BRANCH '.:.
e. ' ACCOMMODATE 12"0 '
HDPE PIPING MANHOLE -TO BE FULLY-3 \..__ 12`0 10"0 SDR 17
GROUTED AFTER PIPE HOPE REDUCER F(TTINC FULLY GROUT, EXISTING MANHOLE --
INST.AL.LATION AFTER PIPE INSTALLAT;ON
EXISTING MANHOLE PROFILE eye)EXISTING MANHOLE — SECTION
N.T.S.
MCTIGHE INDUSTRIES OIL/'WATVR
SEPARATOR WITH 100 GPM FLOW
CAPACITY AND SOLIDS INTERUPTOR
COMPARTMENT (OR ENGINEERED
APPROVED EQUIVALENT)
PROOF ROLL. SOIL SUB -BASE
PRIOR TO DALL.AST INSTA.!_LATION
OIL WATER SEPARATOR ,WITH
r-, / SOLIDS INTERCEPTOR COMPARTMENT
�,.=.,/ N.T.S.
24" I.D.
NOTE: SEWER PIPING
LY E
1.
10` MINIMUM HORIZONTAi SEPARATION BEPNEEN WATR SUPPLY " SEWER PIPING
PIPING AND SEWER PIPING, UNLESS BOTH; PIPE SYSTEMS ARE
CONSTRUCTED OF, OR INCASED WITHIN, FERROUS MATERIALS,
.a. CONTAINMENT PIPING
10.0'
NT P:�'`}^ -.
V✓A"iE:4 DLSTRBuT:!CN PIPING (MIN) CONTAINME��
—L___......_..................._. ___f..............._I'-- (MIN.)
I - �
T s
,s �r _ �}�
10.0' i WATER DISTRIBUTION , _ i
(}dIN) I
SEWER PIPING --.\ (FAIN,) PIPING WATER ISIRIBUTIOM1
iI � t_W D ", '
� �U.O' (LAIN.) !! ? PIPING
- __...........! (• 1�
i (D
ri"WATER/SEWER CROSSING
�.. _ OPTION „A,e PLAN zo
i
_ WATER DISTRIBUTION I D
PIPING PLAN (-+ 21) ^I
CONTAIN""ENT PIPING CONTAINMENT PIPING
SEYJER PIPING -- CONSTRUCTED OF
CONSTRUCTED OF �� FERROUS MATERIALS
FERROUS MATERIALS-t SIB" I /�
ONNEC:101, (!'(P.) \ )
SEVER PIPING-�qD—
LEI8"o SDR 17 M;)HDPE PtPE WATER DISTRIBUTION PIPING
SECTION SECTION
WATER/SEWER CROSSING
L nPTinm "R"
LEGEND:
SELECT GRANIJEAR PIPE
5EODING MATFR.Ai
��°
CONCRETE GROUT
Eti"sSr�!�•°'�
.
MATERIAL
<�
02 p
-=
F
\f
GAI �2"€yt\;\
pA'
COMPACTED SGIL BAGKFiL1
,DE;AIL./CROSS-SECTION
DESIGNATION
--—�...�....----
ALMES & ASS®CI
,.��
j
CCNSU€TING EN
rJ
-`
SHEET WHERE DETAIL/
III CCHAMONYF
SJ:TE 104
'CROSS-SECTION IS LOCATED
-- G':N", NC 275
s WATERSEWER CROSSING
�s OPTION "C"
N.T.S.

/7- EXISTING EMBANKMENT
30"o EXISTING RCP _
OUTFLOW CULVERT APRON
(SEE NOTE t)
t f
1
( r-- COMPACTED FILL biA": ERIAL
COMPACTED FILL MATERIAL % � 10 OZ/SY NONWOVEN
GEOTEXTILE
SECTION A —A
I ,rls'
EXISTING GROUND
7.5'
� I 4�z41 I
ID OZ/SY NONWOVEN
GEOTEXTILE -2
EXISTING, 3(
OUTFLOW C
li
30" ct EXISTING RCP
oUTc OIN CUL'JERT
,aND UhfAX , - 9" V
i 2 i
SECTION B—B
r
I
i
i
fi
FLOW S INTO EXISiNG
CHANNEL
PLAN
41
ri�1OUTLET PROTECTION STRUCTURE
56'
m
r:
Y x LC
25' (MIN.) OR
TOTAL WIDTHo. M�3'n.2cnf,n Zc ;� 01 ACCESS
Y
PLAN
2-INCH TO 3--INCH
DIAMETER
-GRAVEL-1 6' THICK (MIN.)
V (MIN.) -� -�I t--s- i (tl 6 OZ/S' (MIN.)
NCNNOVEN
TYPICAL — GEOTEXFILE
ANCHOR
SECTION C—C
_TEMPORARY GRAVEL CONSTRUCTION
s ENTRANCE/EXIT—
N.T.S. _.
42" HIGH (?.TIN.) HARDWOOD
ANCHORING POST (B' MAX. C/C)
FILTER FABP,IC
(30" M N.)
I '! COMPACTED
3C` 1 'I / BACKFILL S01!..
EXISTING GROUND I I OW
SURFACE (TYP.)--\ I I N !J nt8ECT40N Of��T
....-SEE DETAIL. "A" FOR
FABRIC TOE ANCHORING
._ _..._.._...1 DETAIL
n L7 /ATlYIAI
BASF. BLOCK TURNED
WIRE SCREEN TO BE PLACED TO ALLOW WATER FLOW
ALONG OUTSIDE FACE OF HLOCK
TO RES"TRIC:T ROCK/STONE FROM
ENTERING DROP INLET kt'>8"X76" OR 8"X8"X72"
16" t f HOLLOW CONCRETE BLOCK
WIRE SCREEN AT
STONE/BLOCK INTERFACE
(1/2" APPARENT OPENING)
-EXTEND FICIER FABRIC 72" (MIN.)
EXCAVATED TRENCH AS SHOWN
COMPACTED SOIL
BACKFILL
t if V
6/
6'
DETAIL "A"
-- N.T.S.
I 30" MIN. HEIGHT OF
I -FILTER FABRIC ABOVE
GROUND SURFACE
r'
yv ISOME RiC._VIEW
t�
a SILT FENCE DETAIL ��TM
W.�„tID 1­1
r
I
DCT II,'67 WASHED STONE
(OR APPROVED EQUA7 )
"- DROP INLET
SECTION D—D
HOLLOW CONCRETE
J— BLOCK
Y
_i x5
cxX
40 O
�Y�'
7
i E..
f J
x, i x_ ~ k
a�u;
!^ G . ..._.. , ' c
j
Cr kYt {ssgtr l r ' X' kT�"
rY5G4rYx c y� „ k
. ,7x
crt:
o i,Af0, riGi
�,,VG�SS%6yAr9
�INLET PROTECTION
.. N.T.S,
LEGEND;
NOTES;
EXCAVATE DEPRESSION
SURROUNDING STONE
DOT r57 WAS EC STONE
\._...(OR APPROVED EQUAL)
BERM,
DE! AiL/GROSS-S ECTi CN
DESIGNA"CN
SHEET Ii iERE DETAIL/
---CROSS -Sf,CTION IS i_0L'ATEU
MOM
1 tHE FINISHED TOP E(F"VA71ON OF THE RIPRAP APRON SuAIL
CORRESPOND WITH FHE EXISTING CHANNEL BOTTOM ELEVAIION.
2. FOR ADDITICNAI. S 7 FENCE CONSTRUCTION SPECIFICATIONS, REFER TO
THE SEDIMENT FENCE CONSTRUCTION SPECIFICATIONS CONTAINED IN THE
FROSION AND SEDIMENTATION CON*ROL PL,%N.
3. ALL SITE SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. THE
CONTRACTOR SHALL COMPLY WITH ALL TERMS AND CONDITIONS OF THE
CONSTRUCTION DOCUMENTS INCLUDING, BUT NOT LIMTPED TO, ALL
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND ALL
OTHER LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS
REGARDING SAFETY AS THEY RELATE TO ALL CONSTRUCTION ACTINMES
ON SITE AS PRESENTED ON THESE PLANS.

CONSTRUCTION SCHEDULE
The fo:lowing is :he onticipaten sequential order of consircccian activities which will take
piece to dev=_fop the proposed rdd'tion and -ancillary structures,
INSTALL SOIL EROSION AND SEDIMENTATION CONTROLS
snstoll soil erosion a-r sedimentation controls prior to grading or earth rrovng activities
associcted with the development of addition to the City of Rocky Mount transfer Station
1. Obtain erosion and sedimentation conical plan opproval and other cpplicoble permits.
Clearly delineate in the field ha limits of earth disturbance and the buffer
ereo to develop the facility,
3. Hold a preconstrucilon conference at least one week prior to beginning
construction.
4. Clear one, grub to install the necessary E&S controls and to construct the addition
and ancillary structures.
5. Instnii temporary slit fence an locoiians illustrated on Figure 3.
,,. install drop inlets.
7, install inlet protection.
8, install the ou4et stabilizution strneturs.
GRADING
9. Gfadc area for the proposed addition !excavate, fill, and
compact as necessary).
. ,,. Place asphoit and Qo-icreta of the appropriate locutions.
Constn:ct main building and o—Ile y cinctures.
12, Pon neatly stabilize (when -here s at least a uniform, 70 percent vegetaLive
eever established over the oro;ect area) all the disturbed areas which wiil net
receive pav!ng ar oc by a building.
FINAL STABILIZATION
13. Re--estoblish permnnem vegetotion (uniform, 70 percent vegetative carver)
for the remaining disturbed areas after grading is complete.
14. Remove sift fence actor the contributing drainage area is stabilized.
- RETAINING WALL
�1
20' LANE
114" THICK ASPHALT
'NEARING COARSE
1/12"
TABU 2
MAINTENANCE PLAN
Feature
Inspection Frequency
Maintenance
Can5ir„c'fan Entrance
Daily and after oil runoff events ,minimum
Remove any sediment ai the surface a` the
weekly),
stone Construction entrance to present soil
from tracking onto poved access areas on site
Silt (-`once
Weekly and after ati runoff events (minimum
Repair any erode:i cf+.anrei(s) beneath the silt
weekly) until upsiope area, are stabilized
fence or sags or ca'iapses in the silt fence
(when, there is at :east a uniform, 70
due to runoff flowing over the top by
percent vegetative cover established aver the
providing stone Niter outlets. Remove any
entire project area).
sediment from. behind the silt fence when, it
accumulates to 1/3 to 1/2 of the fabric
height.
Vegetation
Weekly, and after oil runoff events (minimum
Seeding, fertilizing, and mulching cis required.
weekW, until stab izea (when, there is at
least a uniform, 70 percent vegetrti:•e cover
^.Stabil5fied over the entire pm cot area.).
inset Protection
Weekly and after all runoff events (minimum
Remove sedirent/4e.)rs and perform repairs
weekly).
as necessary (.unpin 24 hours).
Dust
Minimum weekly,
Add mofstu-e, vegetate, or opp',v mulch to
open here areas d::r"nc dry periods.
Temporary Ccntroi
Weekly and after olf runoff events "rnin.muni
Remove sediment/debris and perform repair
Measures and roc?I!Ues
weekly), until stabilized (when there is at
as necessaiy (within 24 hours) to conform
least a uniform, 70 percent vegetative saver
with mm!iation zpe6ii,._aicns.
established over the entire project area).
1. If necessary. slopes which exceed eight (8) vertical feet shou'd be stabilized with synthetic or •:ecetctive
mats, in addition to hydroseeding. it may be necessar,• to instal temporary slope drams during
construction,. fempa a y berms may be needed daily until the slope is brought to grade.
2. S'tabil zatian measures shall be iniiicted as soon as practieuble in portions of the site where consVuciion
octiv'rties have iemporariiy or permanently ceased, but in no case more than fourteen (14) dugs after
work has ceased, unless activity in that po,don of the, site will resume within twenty-one (21) toys.
3. All sediment and ere smo control devices snail be inspected every seven (7) days or after each aerofoil
occvirence that exceeds one-half (0,5) inch. Damaged or ineffective devices shall be tepoacd or
rc,^,ica:d, as necesso .
4. Provide silt fence and/or other control devices, as may be required, to control soil erosion durin,T utility
construction. Ali disturbed areas shall be cleaned, graded and stabilized loth gross.ng immediate:y after
facility instaCiation.
5. All erosion cant a' devices shall be prapory rnoiniained during oil phases of oinstr ction until the
cornpietian of ail construction activities and all disturbed areas have been stabilized. Add:tionot controi
devices may be required during construction in order to control erosion and/or oftsite sedirneniation. AI
temporary control devices shall be removed once canstruction is complete, and the site is stabilized.
6. The contractor mu,,T take necessary action to minlrn;ze the tracking of toed onto the paved roadway from
wnstructmn areas. The contractor shall doily remove mud/soil from pavement, as may be required.
416'" THICK
BITUMINOUS
BASE COVER
6 071a'Y NONWOVEN •'t
_ GE01_XT;LE '•` r" ;HICK TYPE P.
(MIN_) COMP.4CTi:D AGGREGATF. BASF
St18 BASE COURSE:
7�PICAL ACCESS ROAD DETAIL
3
1
20' LANE
1'h" THICK ASPHALT
WEAr:1NG COARSE
_ BLIND FLANGE
(TYf'.)
)
GROUND SURFACE —� r
12"0 SDR 17
HDPE f;€_EANOUI" I� I 12"0 SDR 1.
HDPL: CrEANOUT
12"0 SDR 17
HDPE 45' FITIING
FLOW FROM NEV.'
TRANSFER FACRAY
8"0 RUN, 12"0 BRANCH —
SDR 17 HDPF_ "WYE" RTTING
PREFABRICATED 12"0 —
SDR 17 HOPE 45' Fll !NG
4"0 DRAIN —P )
TIPPING FLOOR - �
4"0 SWEEPING
90' FITTING
SLOPE VARIES
8"0 SDR 17 HOPE
HEADFR PIPE
FLOOR DRAIN DETAIL_
7 N,T,S.
434" THICK
BITUMINOUS
BASF. COVER
I
_ F OZ/SY NON'WOVF_TI
24" f:',1i N.) COMPACTED
GEOTEXTILE ,� 6" THICK TYPE B
AGGREGATE BASE
SUB EASE COURSE
riTYPICAL ACCESS ROAD DETAIL
7 N,T.S.
7
7
PREFABRICATED 12'0 ---
SDR 17 HOPE 4 Y FITTING
12"1R"0 SDR 17
HOPE REGI:CicR FITTING
PREFABRICATED
12`0 90' FITTING
PREFABRICATED
t 12"0 90' FITTING
i
12"0 AND 8"0 SDR :t
J— P,ED(TCER FITTING
LAW TO
`q Oti_/)YiCfER
`..._12"0 SDR 17 SEPARA7012
HOPE TEE FTHING
OIL/ WATER SEPARATOR
E 3 \y—CLEANOUT DETAIL
�,�/ N.T.S.
DOWN FLOW FROM
NEW TRANSFER 12"0 -8"0
�- FITTING
I
REDUCER
\y
....__ --I \ aro
Si.PA :.+FOR
SDR 1 ? :iDPE
CONVEYANCE PIP:NG
1�i J
12"0 SDR 17
HOPE CLEANOUT
,,•-r;nana";quy,
0
=` N zAttT
o� c r
off 22 3T4
0 SDR 17
'E TEE FITING
..... _._ FLOW FROM EXISTING
TiL\NSFER STATION
12'0 SDR 17 HOPE
CONVEYANCE P€PIING
0
SDR 17 HDPE 45' FfTYING
OIL YNATER SEPARATOR
4 CCLEANOUT SECTION
/ N.T.S.

QES:Cll LIVE LGAI)Si
ROOF L"If LOAD: (fl, P-L-k
11TIOOTAff LOADED AREA OF W NEER
I TO 110 IF . . ........... 20 PSF
20 TO 600 S1 PSF
O'_N A10 SF --- PRY
FLOCF, L0,C LOAD: (SLAS ON GRADE) . .............. . ..... 1.519 ESE
hYW(licSE S-ii- !.U�; - ASCE M SECTION
hXPQSLIRE FACTOR. C, -
1 :0
FAC;,'IR 11
ti' T`N`E FAC OR,
Sv-(EAR GROUND SKIIN LOAD, P,i S5 ESP
.I,;D t.GALS��(A$C: 7-6a SECTION GS ��e T
S- Dir ' C N W, NO V LOC 1 1 11 Apt)TRU �TLREI CATEGORY i
EXPOSURE CATEGORY G
FACTOR 1.0
DES16I:
I, ,­,' F nAK "CITY
RE- ATE') AO-FILERATION. A, 050 P 7T, A, O:G
E A,-,CEkERAT.:CN , EFFIC2 D ED
. SE I Ski! C HAZARD XIDSORE GROUP GROUP I
SEISA � PC rOAV!,lXE CATEOGRY c
SC I EFOl � LE TYPC . .....
, I 1.0
4s'C"STPJCYJRAL 2YS,
WS'IING FRAXIES
CRDIW',RY lKkV.ENr5 fRAS§ES OF STEEL.
s- . CuSE A1OD;FicA:fioN rACTOR,R:-­-,
DEFL ELT I ON MPL IF I (AT ION FACTOR. Cti
ANALYSIS - PROCEDURE: N CQQF"LENT LATERAL FORCE
GENERAL NOT S
1. THESE CRANsINCS "ALL BE USED WITH ARCHITEC-UPAL ANO mOTHERCONTRACTDOCUUE1 'h,
0 S'G - A�0 Cr?,STRUCTION SHAL, B In ACCORDANCEA.;T THE IEM EDITION WITH t)
Rs:_s 0, w- NORTH ',��a� -i- STAYS 5VILDIN� CODE.
• 2 VIt It THE �O TRAC-1 SI-1. PROVIDE TfVPO ARY IDRACING ANfQ EHORiNO OF 7. 1. 1 -Of RE AND
G,Lv�',AFNTS - Nt R OLYI ECTIOHS ARE FULLY MADE,
ii. ALL COIAPDRE s AR ECTED AND If
TEJ,PYRAR.� BRAI:NG SHvLL RM�1111 !N PEJ C E C-NT I L AL - 1PRI" I N,,' I S CORP, CT D AND AU %A�3 FLY
OMSTR-.),'tON Ki PLRIAEUR IS CCW.LFTED A I THE ROOF DECH CONNECTIONSARECOW��FTEB..
CONTR
ACTOR SHAI.I. PRICE ALL WALLS MA6ING CC-�fWUCTION AGAINST WIND CR CONST UCT ON
LOADS.
3. V^_ 01 IH0Q ME N AW SAFETY ARE THE ;VOLE
" : I.N. W ,Atr3 OTT CM JDt`$, SEQ�'ZNCE PROC-1
RESPCISSIB - , Y CIE THE ­Nl,�. 'OR.
4 SACK :L MALL ALL NOT BE PLACED AGAINST RETAINING WAILS ON-L THE CONCRETE HAS REACHED
DESIGN Z RENUH.
SHOP u- NGS :
S:SAIIT SHOP DRAWINGS ON ALL MkTER I At. S FOR
✓REVY BCFG`�r F Aep I "AT ION, T
C AWMUS SHALL NOT BE USED AS BASE 0 S C 4E CONTRACT
s MITTED FL41. REVIEW WHICH P"I"S FOR SHOP O"PRIN"' HOil RAW G�l
t` WERE PREPARED WITH CONIRACT DRAWINGS USED AS BASE CRAIWIN,;.�
WI:..
, z BE. R,,ECTCD.
2. ALL StaLART-A FOR REV;EW SHALL BE PREVIOtISLY REVIEW,!) BY I - "E CONTRI-�.CR
WI :R HIS 4PRUVM AL STPED ON THE 0 AWINGS. DATED AND Slc?w. BUDA, I TTm.s NOT
CONFORMINC, SHALL BE SUFFICIENT REASON FOR REJECTION BY THE ENGINEER.
REINFORCING STEEL.:
1. REINFORCING STEEL SHALL CONFORM III AS-M A 6'5, AND 'F.ALI. BE GRADE 50.
2. WELDED WIRE FABR iC SHALL BE N EW I LLFT STEEL, COLD) DRR/,)J CONYORUINC TO TILE
ASTM S?E^I� I C&T 1014 S A 155 ANA 82,
3. BIR S 9nRTS, DESIGN, OFIAILING,CFASIS C TION AND P- CI I OF REINFORCING "TEFL 5,�fAA.L BE
I A, -A .
AN _CCOPDANU WITH THE 94LR 1, OFCR TE ' NSTITUTE C .1 DETA:LIWG hiANUAL, '. "EST
ED _i E I _ B . ON. N�PFGRT ALL REII,=CROING ON MTAL CRA. Rv, CR�CBOLSTERS.
4. A L KIN'00.,;NG STEFi.
LAPS OR F�PCRET- REMM-NO SMALL DE CCWMERED A CLASS P
­
�ESS NOTED , OT. FRWISE',v I . I wuii
CONCRETE:
P OVU)E MtNINFAA CONS MVER FOR ALL RE [A- RCING clif AG!,',CROANCE WITH
"C' ITT.
2. A L CON -FETE HALL BE NORMAL WEMITN�A ALA A .dIAI4 -T W.:GHI OF 150 P011.10S
. �R CU87'_ FOOT AND SRAU, HAVE A 28y u,",�MY
THE AREAS: GESSIIE STRENGM IS SPECIFIFI, FEI.CMI, FOR
rOOTi-GS --- ­ - ----- 3,000 PS: N.W.
si­5­0 -,RASE....._..__ __ I Do Is N W
CONCRETE (iOT OTHEAINISE SPECIFIED) 1:G66 Psi W:
.; 9 IES I ONS SH.-'L:. BE TTEL FOP, APPRCIAL :,N WITH ACI iCl -89.
SUIEMIUALE N_1_' CONRAIINC WILL BE REJECTED, PLACE CCY CRETE C?4LY Wi- APPROVED
MIX
A. ALL Ct"aY-,RET''KCRK 98ALL CONFORM TO Tlr_ OF A-:.j So -8 SPECIFICATIONS FOR
I 9b C W NO L CON ET BWMINOM UIV-ESS OTHERWISE NOM) ON THE GONT A. I ORA 1 -5 OR IN
11-ICTURA CA THE V.0
I . ATIO43. Oc"WINA' 0ONCRlTE WGWITH OTHER IRIC'Es BEFORE BE Iw2w; MRK.
VISRATE AI.I, C.ONCRE- PLACED In FOOT� IND EXCAVAT�­ THE 'ONFRACTOR SNAIJ
CORD -NIT; WITH ENjEOMER tN) ARCHiTF, T AVI 7$ Ey F. OF_R, OR VARIOUS
-RENCHES, PITS. UN�Effr ITEC IS , OPENINGi. ETC. AtIcCl MX( OF. RF.AQIJR�� I THE
C N
SLAMS BEFORE PLACING otICRENE.
S. ALL COLD AI�ArHIER 0LR4QRiTE CONSTRUCTION SNAIL CONFO.W To AC; SCSR, COLD wEATMER
C`N_RrT G HOT CONCRETE ODNS-RUCTI(�N SPAU CONFON -VD ACI 305R, HOT WEATHER
&,�,
STEEL. I RzIC , 1;)H L STEEL SIIA; CONTORdI TO ASILI A.M. RECT;NGJIL`R 4.)LLOY STPXTU A: 11STEEL
PEL
�TLOQ 311. CQ+�GRM TO ASTki A5GO , ON
't. 8 (Fy ROtING �01 LOW ST OCTORA1. Si
,I,,' coli'li-w 11) ASTM 53. TYPE - OR S. GRAD
Z, itS_. SUEU SHALL BE FAgAlwrED IN S1 PLAY! _111C AS CA"F.GEER1
4 (CONVENTION R ��
. . F.. Ee
At. ITZE SRK&�VRES, . OR THE ,� SL�
T A LEAST (,ESS� PR6
PRECED:N �E
IR
A CONSISTENT EC 'D D' I LEA '0 �HE
it. Jc(C�7SN4R'EQVAL 061
CR JER IOAGNI"�K OVER T14C - R(; 2 6 A, MT _HALT SO04IT EVIDENCE IN
WH.TIND VERIFYING ONE BE THE ASUVE F . ICRED `A IRA 'T� S
A- ONS.
3' __X B�
3. ROIT b CON ECfoN,E_.( '32�' JLTS UN! ESS "CrED F S INC "A"IETER � CTEN�RNISE. F.A�vi END
C Or. OF THE ALLMARIF. zAIfORIA LOAD OR THE AFINIOPRIATE BF.&I
OONN,CTION HA 1� B F
-'mot :Du D
014 AND 5F�lt AS DETE�INFD IIIO� THE ALLGIIIII-E LOADS
ON OEM$ 'AP!.ES IN THE AISC
I., M.T. EDM'01,
4. BOLTED CONNECTIONS SlIALI. C94F V TO THE SP�MFICA�I HA FOR. STM;CTGRA1 J
A325 OR A4��O DOLTS, APPRDVF.D NOAFVeEH I giS. ALTERNA'^E DES GN JOLTS
USING ASTM
V ' BE ACCE� � OR DIRECT
N3' INS ` OR DEVICES Wk.t. 1EQ ONLY BY WRITTEN
THE TNDIN E.R.
i'NSTACLI.'ATION WALL BE IN ACCORDANCE WI IN SECTION 8 CF THE P- C ; FICA !CN. AN
NEE WENT lw�l liD &Q NCY SHALL : PEC' TO-4E__j I IN ACCORDANCE WITH
'SECTION
I REPORT IN VAIIYED OC" T Li ON RACrCR AND
ECT 04 j�
A L, , SE!A, WF HOP AND FILOINO SHALL BE BY CERTIFIED. WE EjFS AND S,.L-U. CONFOR)A TO AWS,
STANDA-S, USE r1OXX ELECTRODES UNLESS ROOTED OTMENCOIS - OLMENT AS CF.P.TIFICATIONS
A-LAII-E AT THE JOB SITE FOR REVIEW BY T14E ARCHITECT OR ENGINEER, NO FIELD
C1*NO. r r SYRUCT' RAL STEEL l"URS M ANY rRAD; E WN.BE A.; LOWED WITHOUT PRIOR
APPROVAL OF THE S F,CTOi L ENGINEER.
E. ALL SIRUMRk - STE-I, SHALL RECEIVE A STANCARD SHOP PPJNER PAIN', EXCEPT KW-sD!NG
10CATiONS, S1.)OP ORMINGS FEW REVIEW.
XLET-1. BUILDING;
T.HC VElA, BUzI_OI­' SHALL 6E DESIGNED BY AN ENGINEER L ' CENSEL, IN THE STATE OF 2MN.
THE.
CAROL NA. TRAWPIi B AND CAI.WAr!CNS SHALL BEAR HIS SIGNED SEAL, CON-STRUC NA OW
FOOT NO S AHO kW7Ai_ MIC17DING U&Y NOT BEGIN tI11I!OR_ AWI.NO
S AND C ILATI(N1S N,%VE BEEN
S�EPO
I.ITT,E� AND ArVIE16ED, DESIGN S14A L BE IN UW-ORAINCE WITif TYZ M T 8 ILDING
VAA�JFAC T.M.ERS ASSOCIA710,14 W.O THE, 1906 E01TION W(TIJ 1908 REV I S, OtIr_` .� RE. NORTH
CAROL!NA. STAN, OU 1; GILD GO
A, 11 -0 DESISN ALLOWAZLE BOIL GrA�;NG PRES�RJR' :s 2600 PSF ON Su; IABLE RES COAL. S0.1;
OR PR'PERL' S-RLICTURAL � tLL FOR Wk.! AM ODUMN FGOTsmcs, Smc- � M� 11 L
S-A BE COWACTEO TO A &11N�VW (X 95 Of THE STANDARD PROCT IAAX­�l DRI IT
y
.AN flIE IJPPER 12 BE STRIUMrRAL FILL D RECTLY BE.. A" FLOOR SLABS SHALL BE
CCAn'ACT TO ;GGX ',,F THE STANDARD PtTOCTOR NAX3"Q DR! DENSITALL FILL MATERIAL
S�IAU BE PLACED UNOER IHE SL RVISION AM CONTSOL 01 AN HW)EPClOCNT IFtiNG
RESSURE I
L�BoR,,,TORY. AN I.NDEPEW)F14T SOILS TESTING LASCRATORYSHALL VERIFY �NWA;:ING :HAT THE
NI W L LONASL SDII &A0
Pti�CCBM SA.l AL ,P.iW- PS VASLE BEFORE- OU rNDAi: INS ARE
ENGI
MD
NE& S I HFRT TFE 'QWAE TARING POSSLAF INOT
LF., THE
BE W)tTFITAED AND THE Sv L 66.IDIBLF.ON AND FOtINDATiCN SMALL BE EVALOATED
AND FOOTING SIZE ADJUSIED IF REGu;p.EO1
FILL w kr-D IBAo
lum AN' rfJT _50,N! AS So- o IX_�ESzLe
FINM4 P-LISH
A IS'
WITHaIT RAW AGk3,DfGATE
fw1AL co."sZeTe.
a;
002ASF AND, TLE:-IE
(NIATCli
--m.
,)DINTS
FM�WFJN eL-ABaS
CNIEQAFe>
A
SEE
_K
APPi-y BOND KF14NG, -J
c1w1_a1D To 1.k FACE
Pop. 8�
_4`­sTg;� OR �.STR.
APF_vEo MtiTITIRO
F. S.COhL P01.v
C`c4A5TR.
Cef FORMING A CONTPOL LCLNT
LrSE TYPICALLY AT IN711PIGR SLABS ON r-p4CF
LSE DUAL AT CONSTRUCTION STOPS IN 5LA5 POURS
ErXGI_PT AT C(MTRLY-TION 810PS 114 VoujZ
SECTION 1A
SAW -CHIT JOINT
CONTIZOL
SECTION 15
JOINT
rjl_'� SECTION - JOINTS IN SLAB -ON -GRADE
�SCALE
V—S-17—No
AAm'"', ,, mg. t-,
AT I2;E)_
w4EL FWTAVG
(LAP .6 BAR 24)
FN. GRACe. CQ
PAVIIIHENT
b;, ­11 P —I.
TI _�PURI_ r—
B' 'H DoA`
4,, 1L_7 W- AT 0 =1
�Dv
mvvelyAy
HALT &XAP
5EE CTVR, CI11Q5
,FN. GRACE AT $1.1,
_J
d
� rAAB
CONSTR
\L
IL
r� ELPEA
SEE. FD,. 9I.AN
ral SLAB
5 .,t CON
_SEr
2 BOET�
Ab mltla
SECTION TURNED DOWN SLAB
(3')I
SECTION TURNED DOWN SLAB
Si
aw - 1-0.
STOP 11 11T1ATE­: 11�R17CIITA1_
M113 ?* r"otA CONTkNDL 10INT
"fr"t FOR WALL RcR� JJ
A
EXfLWJR FACT_ Ct= WA1_1_
Stis VERTICAL lriUT>a)
2r11f..A`. AT cc�`ITInL 24,
CONTROL _*INT
ONCRETE W
PLAN DETAIL - CCONTROUEXPIALL. -JOINTS
:i14' - 110'
AT
FC1JNpAtiON
DRAIVICE MAY
FIKADRAIN 901'
AT SECT' .,11 AT 2' .. 1151,T.
AT SPi WC�
,NA AT V or. 'ZI.T.
Iowa R) "11t --
.Ill` -8 BAR, will
PE;Z,CHRA%=O Fol_J3WtiN
MAIN. cmin-E To t�ly KIHT
(co0w. wi C;IVt D'A'ss')
PPMIDE 14 MRIE
61REEN, AT 151v of GQ­
AT S6,T! 1 7 AT Er.'
AT 66". $CCT, - 7 IT 5'a.
-2
9-C^ AT st SECT.
Al S��'_ SECT.
. . .... . .......... . -------------------- - ---
SIC
-K-T FzLLFR
it pgtT
_-LITA-145falilliNT
­Ilrll.r ,Y,
T11I.A., Et_ VAFIF(SEE PIANO
3 rciz
r5"'\ PLAN DETAIL - W'AL'LCQR2N0fNCRffTF
SI NO SCALE
T,rR AT CC��,IeCS
MPICl AL)
"M­.o lAE'4�
AT
DRAN_­MAT
EwAmAw. VS
21
-5 AT 6' VEA I.
To
00"a-
BAR 21r-ox..)
'U,',,QAR TATl
rALVAN11 AtkL
WEX AT
1� N5,
•0BPti ft NL
to A7 V
av��, 177
ENGINEERS BMW
132t BERKELWY AVE,
CHARLOTTE, NC 28204
(704).372 -2903
SOLID WASTE TRANSFER
8 I'ATION FOR,
CITY OF
ROCKY MOUNT
cat, 1 000
GENERAL NOTES,
SECTIONS & DETAILS
si
w
SECTION AT RETAINING WALL
;AW - F-O`
r71 SECTION AT RETAINING WALL
"', IV 5/4' - 1�0'

LoaLc
—
wsII
III;
Jib
lillI
SERRfi_ AT
$CALc POOTt%'
Sy c-,V­'S
_rE WASH SLAB
AB. - Ir - 7 ro�'�_
2-
2.
.6 AT IF T.
. ... . ..........
.. —
"'AP
MF PLAIN)
Ccw. KEll
Ax
MMAL)
c
ly
.6 AT I?
DOWL' TOFOOTRK'
U� .6 �Q 24'
-----------------------
IN CMB
--- -- -----------
.4ATf
6' nN. 01850
Id
I
T
.a AT Er - -,rQT.
It'lly. tv�'
11D 5 L AT 24' tt
6 VERY.
.6, AT U'-
�DT.Aic__ wxx
As
T!S.O.G.
ree PLAN
AT WAZ. RFW.
EACFACE
ICQ %�
'm5:
Fcu\oA1rN
MAh"kR.2 MAT
UlJ.AD W 90K)
M AT K, - VERT.
DOYiE To rwim
a'=13 BAR W)
��f�CRATED FG1,N_1AT;0N
11�_ TO D.YL�.' r
INT,
5C�IffN AT E� CF EQraN
C EAl VIA_'_D
AST111 57 5T--
x1 AT 11
SEE %AN
C�_ Fro 47E
6 cc.NT-
Top. 3 BOT.
sm,
SECTION AT LOAD -OUT RETAINING WALL E LOW LIFT -OVER WALL
3/4' P-O'
T!IALL 5-
_E1 ; I _Je F11)
AT l?-
N�- AT cc_��
=.' AT W - VEVI.
Doy'a TC Foo-iNG
(LAP * BAR 24;
PE2CQATf0Q
m41"T cwIN-5u. To
(cE"o. .1 crIlL DV"G'
MwDff V, GALIAM= lik�
SCREW AT END OF WAIN
15
0
J­
6 -5 C0NMT-.
T(' 9 Bo,
.. . .................
T=
- ------ -i-11 . ........ .. .
/"_3� SECTION
AT RETAINING WALL
AT
-ImAu a..-
14 A' r,-,
it
.6 AT IERT.
ery
xb A]
2'
To F
TC' . . .....
�4 C_�T. KE, CLZ 'E".
F�Q S-5
cuu­
octjs 9y ­rAL
I' AB.
FEW. t_ —1
I'll C-A)h`-cR AT 11JCS�r. .
TJWALL EL.
AFF�
� .6 A 1; ' —�6 A- �r _,L� �T !
A- -6 BAR 24',(LAP .6 BAR 21)
v
"';t�PAT 24'
'WI
�Qz. a VF­
-6 AT 0 x. WRT.
­6 A f '1W.,
AT U_
LNAR!F,
(ROTATE �x
AS 1, -
Ou"'ID) FIN.FIN.a
,lc rl-Z
SEE
b4 Carr. KEY
ST
CSTR.
AT Ir x. IXNZ, PErlF.
EACM FACF
K_2"SECTION AT HIGH PUSH WALL
14
STEEL-FE
Ck�_t_ OE_ao
SLX)S AT W x.
ii a3z
cm,
IT Q.-
is
T.' PLATea.
nAk 1� 'T"T
�5 A' '��.P�TVTT. -
t
C, 5 5AR 24')
9f.-
CCNT. KEY
COM-
s a
W Y �TAL
S V. 21'
STLIEG
Qz. E IPT,
SLE�
WN AT CC--
DEY0'.iJ E o
hIh FIR,r
A-0.
T7 --------
L_j
-- Lj
I "Tc. a,
SEE I
CR, SL T
........... ------
AT
,1_�4 SECTION AT SIDE PUSH WALL
.................. . .. ...... . ..... .....
SECTION AT SIDE PUSH WALL
FOR SL -
9 '5 C 'Cc. 2 ec'..
.6 AT I? -
CHARLOTTE, tic 28204
[phone]
SOLID WASTE TRANSFER
STATION FOR,
CITY OF
ROCKY MOUNT
ROCKY MOUNT,
NORTH CAROLINA
4'?o� 0­ �_ "
SECTIONS & DETAILS
S2
S� 3/4* - 1'-0'
3/4* - V-0'
5/4' - 1'-0*

- - - - - - - - - - - -- I-- ... .... ... ... .... ... ... .. ... . . ... ... ... .... .
------------- - . ... .... - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
TAI— a,
. . . ....... ........ . ... .. . ... ...
PT'a
.......... /F-J.
k6W4� MST
WNA. AS PESu IM
CEWE�D
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14,
RTWA MW
ENGINEERS N&Walif
1321 BERKELEY AVE
CHARLOTTE, NC 28204
('704)37?-2903
SOLD WASTE TRANSFER
STATION FOR,
CITY OF
ROCKY MOUNT
ROCKY MOUNT,
NORTH CAROLINA
FOUNDATION PLAN
S3
l� ;lv�g
In

fa'T-.!L .... .. .........
BUILDING SECTION
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ROOF PLAN
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tlt�fAl- 0' EA11' Rtrl IT Al
EArt-( M N FRP4,E.
"! h'r"C4iFS W'3e <W -D MT L Llt�
ENGINEERS SEA=
1321 RFRKE(Y AVE,
C C HARLOTTE, 1111 8204
(704)37'—;'-2903
p-cult
SOLID WASTE TRANSFER
STATION FOR,
CITY OF
ROCKY MOUNT
ROCKY MOUNT,
NORTH CAROLINA
ROOF PLAN &
BUILDING SECTIONS
14-1 M-W
S4
m— Vx amn zK
Nrl-m"M -"Z
11-t NOR, t-'

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THE WAC PO1i M OF THS WORK SHALL I£ PERFORMED BY A CONTRACTOR L€CDM NI THE STATE
OF NDRTH CAROLIWV TO PERF Mi WORK OF THIS SM AND SCOPE. ALL WOlM! SHALL IE W LED M
SW ACQO ANCE WRH THE NORM CARD N A STATE IXNLDNIC CODE AND W FH LOLL. CODES AND
ORDINANCES IHAT MAY APPLY,
pLWUFACRANR'S INFORMATION MOUTAL S#WL BE PRmw TO THE FP#NNE?7i FOR REVIEW AND
APPROML OF ALL EQUftOrt AND MATERIAL TO BE USED ON THIS PROJECT. NO MATERIAL OR
EWPMRINT MAY BE W94M W 11W THIS APPROVA_
THE CONTRACTOR % L GLPPM EE THE WORK TO BE FREE OF ALL DEFECTS OF MATI7 & AND
WORXUq W FOR A PER*D OF 12 MONTHS STAMM6 ONLY AFTER THE RMAlATION HAS WAN
APPROVED BY THE OWNER.
TEE COHiWLTOR SFWJ. BATH THE AIR FLOW WANTITES TO WHHW RIDS OR WUS 5% OF THE
QUgMTES %KM ON THE PLANS.
PLLNNENNG SPECO1CAT"S
THE RIABW Kff" OF TM WOW %Kj BE PEtW ED BY A CONTRACTOR UMSED IN THE
STATE OF NORM CANNA TO PERFO Mi WOPoC OF TENS S12E AND SCOPE ALL WOW SMALL BE
INSTATED W STRICT ACCORW)CE WITH THE NOMM COMMA STATE IWN6D1NG CODE AND WITH LOCAL
COOS AND OF06"CES THAT MAY APPLY.
MWJFACRffn INFORMATION RUITTAL SHALL BE PROVIDED TO THE I7C*M FOR REVEW AND
APPROVAL OF ALL EWPENT AND WTERIAL TO BE USED ON TM PRDEC, NO MATFRIN. OR
EQUIPMENT MAY BE INSTALLED MMWF THIS APPROPL.
TIE'. OWgACTOR SHALL GIAWU THE WM TO BE FREE OF ALL DEFFEM OF VATERX AND
WORMWOOD FOR A POW OF 12 MONTHS STARING ONLY AFTER THE MSTAI.LATION HAS BEEN
APPROVED BY THE LOANER.
AL WATER PM %WL PE TYPE 'N' SOFT DRAWN COPPER TUBNM> WITH WROIKNiR COPPER FRTWC,
JCNDS SFWL BE SHRED ISM 95-5 TM ARNOW SOLDER,
ALL SWTAFY SEWER AND VET %PIANO STALL BE SERVICE WEIGHT CAST-" MM HM.ESS JCN M
ABOVE GRADE AND BELL AFAT W= JONTS WRH NEOPRENE QASUTS BELOW GRADE ALL FTMHG
SHWL BE OF TIRE LONG SWEEP OS0C
EXHAUST FANS
UNR
CN
TSP.
FAR HP
I VOLT/PH
I WX RPM
I FAR IYFE
I MANUFACR%ER AM WDEl-
Mom
EFT
16MCD
i/4'
1-1/2
206V/3N
484
SIDOW1Ll PRDPELI.ER
GRFFTIIECK SS-2L42-15
MA AS MAKWACRNEO BY CARIES. HA MN OR COON.
PLUMBING FIXTURE SCHEDULE
SYM
DESMMION
CW
HW
W
V
mom NUMBER
FREEZE PROOF SAFETY SHOWER s EYE WASH, PROVIDE WHH
Pl
SAFETY rJliOwER
1-1j4
-
SR9 Si01M WEd
SIPERATEV EIEWASHAA SHOA'FR.
PLUMBING SPECIALITIES SCHEDULE
SYM
DESCRIPTION
MODEL NUMBER
FD
FLOOR DRAIN
5' 2URN E-415-S WITH NWLDY STPA04M PROVIDE DEEP SEAL TRAP.
UWALS BY JOSAM, JAY R.SWM, WADE
PROVIDE ANGLE FR"
D WAN. OPDIMG
i FAN WAL MCMNDNG
FMSNO
�
LOTION
I,T
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GUARD
FAN CUARI1
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I
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OUTME !
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Mom.
MAT
P
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ujww F �T 85NRIPA7V
FAN iF..l IiiY
ARY
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2/w2 FID1E 7 EEHD ' NfAX SEWRi
TO SLF FROM GE Of BUI.DIRIG
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MECHANICAL
AND
PLUMBING
PLAN
SYMBOL LEGEND
STm. DESCRIPTION
COLD WATER SUPPLY
SANITARY SEWER
-- -- VENT PIPING
64=
Morrison & Associates, P.A.
1'w Hffft Pia amtft 19 nm
•creaeMaMtuR
R FIT Y YT1 1
ENGINEERS
1321 BMUG BY AVE.
CHARLif2X1i, NC 282D4
[phone]
SOLD WASTE TRANSFER
STATION FOfb
CITY OF
ROCKY MOUNT
ROCKY MOUNT
NORTH CAR&AA
Ro}d Wmw: Rzw
PSNtis
N C MECHANICAL AND
PLUMBING PLAN
D
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ELEC i RICAL SYMBOL SCHED1 LE
CONDUIT ,AND CONDUCTORS
-�, CONDUIT UNDERGROUND, UNOERFLOOR, OR IN WALL
MRiN0 CONCEALED ABOVE CEILING OR IN WALLS. IN AREAS WITH
NO CEILING, RUN CONDUITS HIGH AS POSSIBLE AGAINST STRUCTURE.
EXPOSED CONDUIT
Jr �o CONDUIT TURNING UP
CONDUIT TURNING DOWN
BHANCt{ CIRCUIT HOMERUN TO POWER DISTRIBUTION FQU!PMENT: SUBSCRIPT DENOTES
��il PANEL AND IRCUIT(S), NUMBER OF ARROWHEADS DENOTES NUMBER OF iZOV
I-,"' HIA-1,3 CIRCUITS, FEEOER CIIRCUIT HOMERUNS AND 20BV BRANCH CIRCUIT HOMERUNS
SHOWN WITH ONLY ONE ARROWHEAD.
MISCELLANEOUS
TELEPHONE OUTLET WALL MOUNTED 15 INCHES AFF
® TELEPHONE CUTLET FLOOR MOUNTED
,r TELEPHONE OUTLET WALL. MOUNTED 48 INCHES AFF, UNLESS NOTED
OTHERWISE
D COMPUTER OUTLET. 3 CANG BOX FOR PHONE, ISOLATED GROUND
RECEPTACLE AND RACEWAY WITH PULLWIRE FOR DATA MIRING.
STUB PHONE AND DATA CONDUITS OUT 6" ABOVE ACCESSABLE CEIUNG.
+60" DIMENSION INDICATES MOUNTING HEIGHT ABOVE FINISHED FLOOR TO DEVICE
SERVE GROUNCING ELECTRODE PER N.E.C.
AFF ABOVE FINISHED FLOOR
NEC NATIONAL. ELECTRICAL CODE
G GROUNDING CONDUCTOR
GFI GROUND FAULT INTERRUPTING
FPN FUSE PER NAMEPLATE
4 TELEVISION OUTLET
Si-A_N_ DARD RECEPTACLES
0- DUPLEX RECEPTACLE WALL MOUNTED 15 INCHES AFF UNLESS NOTED OTHERWISE.
SUBSCRIPT FOR BASIC RECEPTACLE SYMBOL, DENOTING SPECIAL_ FUNCTION.
GFI = DUPLEX RECEPTACLE WITH BUILT IN GROUND FAULT
CIRCUIT INTERRUPTING MECHANISM.
= ISOLATED GROUND RECEPTACLE
WP = RECEPTACLE ENCLOSED IN WEATHERPROOF BOX
TWO DUPLEX RECEPTACLES IN A TWO GANG BOX WITH A COMMON COVER
PLATE, WALL MOUNTED
RECEPTACLES 8 B" ABOVE
ABOVE BACKS LAST-:, -MOUNTED, HEIDGHTBAS NOTED ON FLOOR PLAN.P, OR 3 1/4"
® OUPI..FFX RECEPTACLE FLOOR MOUNTED.
__I_G_HTING
t--o--T FLUORESCENT STRIP FIXTURE.
0 CEILING MOUNTED FLUORESCENT FIXTURE, SURFACE OR RECESSED MOUNTING,
.TLo _f CEILING MOUNTED FLUORESCENT FIXTURE, WITH INTEGRAL EMERGENCY BATTERY
FLUORESCENT STRIP FIXTURE, WITH INTEGRAL EMERGENCY BATTERY
r� 'WALL MOUNTED FLUORESCENT FIXTURE.
DOWNUGHT, RECESSED OR SURFACE MOUNTED HID OR INCANDESCENT FIXTURE
DOWNUGHT, RECESSED FLUORESCENT PL LAMPS WITH NTEGRAN. EMERGENCY
BATTERY PACK,
WALL MOUNTS , FIXTURE
tot EXIT SIGN, CEILING SURFACE RPENDANT MOUNTED; DENOTES FACE(S). DIRECTIONALARROWS ASSSHADED PORTIONHOWN.
WALL AMOUNTED EXIT SIGN.
PE PHOTOELECTRIC CELL
BOLLARD
°n FLOODLIGHT
o[] POLE MOUNTED PARKING LOT LIGHT
LIGHTING FIXTURE SCHEDULE
PANELBCARDS AND CABINETS
-77yTff7t7Tr PLYWOOD TERMINAL BACKBOARD
r 'r PANEL.BOARD SURFACE MOUNTED
SWITCHES
S SWITCH RATED 120 OR 277 VOLTS TF-ENDENT ON CIRCUIT VOLTAGE
AND 20 AMPERES UNLESS NOTED OTHERWISE. SUBSCRIPTS FOR BAST
SWITCH SYMBOL:
BLANK = SINGLE POLE
2 - TWO POLE
3 = THREE WAY
4 = FOUR WAYb,r, a,... = INDICATES SWITCH LEGS OR FIXTURES CONTROLLED
P = SWITCH WITH PILOT LIGHT
MC = MOMENTARY CONTACT SWITCH
T = TIMER SWITCH
®= PUSHBUTTON SWITCH
K = KEY-OPERATORED SWITCH
M = MANUAL MOTOR STARTER VITH TOGGLE SWITCH AND
MELTING ALLOY ELEMENTS.
D = DIMMER SWITCH FOR INCANDESCENT LIGHTING TO MATCH
'WATTAGE OF LIGHTING TO Br. DIMMED.
FIRE ALARM SYSTEM
FACT FIRE ALARM CONTROL PANEL
CK] FIRE ALARM HORN & LIGHT ALARM SIGNAL MOUNTED S' BEi.OW CEILING
Fi=T OR 00" AFF WHICHEVER IS LOWER.
L✓ FIRE ALARM MANUAL PULL STATION.
G FIRE ALARM AUTOMATIC SMOKE DETECTOR.
POWER EQUIPMENT
L,r NON -FUSIBLE SAFETY SWITCH
�r FUSED SAFETY SWITCH. PROVIDE FUSES AS
REQUIRED BY EQUIPMENT NAMEPLATE.
[� ENCLOSED CIRCUIT BREAKER
® FULL VOLTAGE, NON -REVERSING STARTER
COMBINATION FULL VOLTAGE NO;REVERSING
STARTER WITH FUSED SWITCH.
DISCONNECT SWITCH FURNISHED WITH EQUIPMENT
^OMBINA.TION FULL VOLTAGE NONRLVERSING
STARTER WITH THERMAL MAGNETIC CIRCUIT BREAKER
SINGLE PHASE MOTOR CONNECTION WiT'1 EQUIPMENT DESIGNATION
VOLTAGE AND HORSEPOWER RATING SHOWN
f, THREE PHASE MOTOR CONNECTION WITH EQUIPMENT DESIGNATION
y VOLTAGE AND HORSEPOWER RATING SHOWN
JUNCTION BOX OR PULL BOX SIZED PER NEC„ CEILING OR WALL MOUNTED
EXHAUST FAN
$ WALL AMOUNTED RECEPTACLE WITH NEMA CCNFlL%URP.DON
A = PTAC UNITS
DRY
D = DRYERS
R =RANGE
SYMBOL. NOTES
1. ALL MOUNTING HEIGHTS ARE GIVEN TO THE CENTERLINE OF THE DEVICE.
2. ALL SWITCHES SHALL BE MOUNTED SO THAT THEY ARE 48" AFf-. WHERE SWITCHES
ARE MOUNTED ABOVE CASEWORK OR LASMILLWORK, MOUNT SO TEAT THEY ARE 8" ABOVE
COUNTER OR 3-1/4" ABOVE BACKSPH.
3. WHERE COVERPLATES CONFLICT WITH CASEWORK OR MILLWORK, THE MOUNTING HEIGHTS
OF WIRING DEVICES SHALL BE SLIGHTLY ADJUSTED TO MAKE THE COV'ERPLATE CLEAR
IA THE BACKSPSH BY 1-INCH.
4. ADDITIONAL SYMBOLS MAY BE SHOWN OR OENOTED ON OTHER SHEETS.
5. THIS IS A STANDARD SYMBOL SCHEDULE AND NOT ALL SYMBOLS MAY BE USED
IN THE CONTRACT DOCUMENTS
'TYPE
OES.CRIPTION MANUFACTURER/SERIES
LAMP(S)
MOUNTING REMARKS
A
HIGH. -BAY PENDANT UINONIA 4 THR 4DOMPA22N-120
A.ODW MH
PENDANT I UL DAMP LOCATION LABEL, !
WITH 16" REFRACTOR I
j SEE NOTE
HII
EXTERIOR 'HALL PACK 1fTD' HEAT 8 ! COOPER j PM1Y
175W MH
WALL MOUNTED UL WET LABEL
St,'G^,K RESISTAN' GLASS REFRACTOR. HU�BBELL PGM 175N 125-4
#WPM175MA
MOUNT 28' AFF
......__-. I
DARK BRONZE FINISH .....__ STQNCO
riXRIftF NOTE'
PROVIDE THRU-WIRE UNIVERSAL POWER HOOK WITH D-SCONNECT CAPABILITY, LOOP,
CORD, AND PLUG. MOUNT TO BOTTOM OF STRUCTURE ±27'.
FRROMOM W
1WE
R
R COMPANY
1 RISER DI.ALGRAM
�j`1 NO SCALE
__�.-..
ELECTRICAL SYSTEM AND EQUIPMENT
METHOD OF COMPUANCE:
Prescriptive (Q Performance ❑ Energy Coat Budget ❑
Provide o standard ri er diograrn which indicates designated points for check metering.
Provide a standard pone] .heduk description which identifies different enduse loads.
Li hYn
9 g sohIAGRAM
ed.i. SEE POWER RISER DAND PANEL SCHEDULES
?amp type reGuircd in fixture SEE FIXTURE SCHEDULE THIS SHEET
number of bumps in fixture SEE FIXTURE SCHEDULE THIS SHEET
ballast type used in the fixture SEE FIXTURE SCHEDULE THIS SHEET
number of ballasts in fixture SEE FIXTURE SCHEDULE THIS SHEET
Joint
wattage per fixture $
EE FIXTURE SCHEDULE THIS SHEET
total interior wattage specified vs. olianed 528OW / 5315.2W
total exterior wattage specified vs. allowed 9825W / 125OW
Equipment schedules with motors (not used for nn-honied systems)
motor horsepower
numb., of ohoe.S
minimum efficiency
motor type
j of poles
DESIGNER STATEMENT:
To the best of my knowledge and belief, the design of this building compiles with the
dectricwl system and equipment requirements of the North Carolino Stale Building Cade,
Volume X-Energy.
SIGNED:L�d=��—.G,l
NAME: _Stilt Tl_F.._F,DIS._P..
TITLE: Elochical �na'neer
ELECTRICAL SPECIFICATIONS
THE DRAWINGS ARE DIAGRAMM. Trr AND ARE NOT INTENDED TO INCLUDE LIVERY DEFAIL OF
CONSTRUCTION, MATERIALS, AND EQUIPMENT, THE ELECTRICAL CONTRACTOR SHi1L.I. REVIEW THE
CONTRACT DOCUMENTS OF ALL TRADES, AND SHAH COORDINATE HIS WORK WITH OTHER TRADES AS
NECESSARY TO AVOID CONK JOTS AN INTERFERENCES.
ALL WORK AND MATERIALS SHAM BE IN ACCORDANCE WITH ALL STATE, LOCAL, AND NATIONAL
CODES. AND SHALL. COMPLY WITH THE 1999 NATIONAL ELECTRICAL CODE LOCATIONS INDICATED
FOR OUTLETS, EOUIPMENT, ETC. ARE APPROXIMATE, AND SKkU, BE VERIFIED PRIOR TO ROW);,H-
IN, FOR EQUIPMENT BY OTHERS, VERIFY ALL DETAILS WITH OWNER'S SELECTED VENDOR.
THE ELECTRICAL CONTRACTOR SHALL CC ALL CUTTING AND PATCHING NECESSARY FOR THE PROPER
INSTAIJ ATi0N OF HIS WORK. ALL WIRING SHALL BE CONCEALED IN BUILDING 'WALLS AND LOCATED
ABOVE COUNGS IN FINISHED SPACES. WIRING MAY BE RUN EXPOSED IN BASEMENT'S, ATTICS,
EQUIPMENT ROOMS OR WHERE INDICATED ON THE DRAWINGS.
ALL MATERIALS AND EQUIPMENT SHALL BE NEW WHEN INSTALLED UNLESS OTHERWSE INDICATED ON
THE DRAWINGS. ALL MATERIALS AND EOUiPMENT USED SHAD_ BE LISTED BY UNOERWRFTER'S
LABORATORIES, INC. FOR THE APPLICATION IN WHICH THEY ARE USED IF U. L LISTED MATERIALS ARE
AVAILABLE FORM ANY SOURCE.. THE APPLICATION FOR U. L. USTING SHALL NOT BE CONSIDERED
EQUIVALENT TO U, L. LISTING.
ALL CONDUIT SHALL BE EMT. KEEP ILL RACEWAYS A MINIMUM OF 6 INCHES AWAY PROM ALL
PARALLEL RUNS OF FLUES, STEAM PIPES, AND HOT WATER PIPES,
ALL RACEWAYS FOR NEW WORK SHALL COMPLY WITH NEC CONDUIT FILL REQUIREMENTS. FOR POWER
AND LGHTING WIRING, MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. BRANCH CIRCUIT WIRING
SHALL BE TYPE THwN/THHN IN CONDUIT. ALL CONDUCTORS 910 .AWG. AND #12 AW'G
SHALL BE SCUD COPPER. ALL CONDUCTORS LARGER IN SIZE THAT JIO SHALL BE STRANDED COPPER
INSULATION :IDES FOP, INTERIOR LOCATIONS SHALL BE THWN, INSULATION FOR HXTURE WIRING
SHALL BE 105 DEGREES C. TYPE AWIM. INSULATION TYPE FOR EXTERIOR AND UNDERGROUND
LOCATION
SHALL BE USE
WIRING DEVICES SHALL BE NEW, 5-20R LEVTTON, HUBSEU, OR EQUAL DEVICE COLORS SHALL BE
GRAY.
ALL ELECTRICAL CONDUCTORS SHALL BE TESTED FOR CONTINUITY AND GROUNDS BEFORE BONG
ENERGIZED. ALL FAULT" CONDUCTORS SHALL BE REPLACED.
THE ELECTRICAL CONTRACTOR SHALT. CONNECT ALL EQUIPMENT REQUIRING ELECTRICAL
CONNECTIONS, EXCEPT CONTROL WIRING PROVIDED BY OTHERS. 114 AWG SHALL BE MINIMUM SIZE
FOR CONTROL CDNDUCTORS PROVIDED UNDER DIVISION 416.
CONNECTIONS TO MOTORS SHALL BE THROUGH H_EXIBLE METALLIC CONDUIT. WHERE EXTF_PoOR, MATERIALS
SHALL BE NEOPRENE JACKETED WITH WATERTIGHT CONNECTORS. SAFETY SWITCHES SHALL BE HEAVY DITTY,
QUICK MAKE -QUICK BREAK TYPES, OF THE SIZE AND FUSING INDICATED ON THE DRAWINGS. PROVIDE
NEMA i ENCLOSURE FOR INDOOR SWITCHES AND NEMA 3R ENCLOSURE FOR OUTDOOR SWTCHES. FUSES
SHALL BE DUAL ELEMENT, TIME DELAY TYPE, CLASS RK-5.
MANUAL NOTOR S€ARTERS TO BE PROVIDED UNDER DIVISION 16 SHALL BE MOTOR SENTINEL TYPE
WITH PROPERLY SIZED OVERLOAD HEATERS, MOUNTED IN NEMA I OR NEMA 313 ENCLOSURE AS
REQUIRED. PROVIDE UNDER. DIVISION 16 WHERE NOT SPECIFIED UNDER, DTv1SI0N PROVIDING
EQUIPMENT. PANELBCARDS SHALL HAVE BOLT -ON TYPE BREAKERS.
PANEL L -_--._ __._..._._.........
Vol.TS TYPE: BPANIH --
0PHASE 4WIRE 13ALNS__1"1AAAi.t1ReAKEN
MatIN TING.SURFACE 22 KAIC RMS SYMM
»
IS
Lnrs,G SER`JEO
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01
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Signet Engineering PA
229 NChUWh9"d
SMtce 185
Chad..¢, Nmth Can1bla 28202
Phase (704) 3385997
FAX [phone]
J:. T
WA ME
ENGINEERS
1321 BERKELEY AVE.
CHARLOTTE, ,IC 28204
[phone]
Pro7ecT:
SOLID WASTE TRANSFER
STATION FOR,
CITY OF
ROCKY MOUNT
ROCKY MOUNT
NORTH CAROLI�NA
Pl.pal f,lmber. -MO
Mls, 5.11a,.D o
shsst a
ELECTRICAL
COVER SHEET
sreeL N,rw:
1
Ot
RT,vawAtenre«a re nvVw raat.w +s am+xr, M„ o�p�;M,t e�
crwrM :M'M h x»u 3bei de_�gc ana r>ar� Yleea Moen.
c*npb, N P+re re rot b tq rq.radrzt tlx=�p d p� p ¢, ery
hrn n rmr.rr .'vborwr, rw ra Tr'nY :a be essgsw to a tlxd { >
vMWR Rsi oSiarPYp'Ja a2twe w.'.t4en I�xrriatirn nwn HYlYAt6yg5r
xVM::n 3rdti'nn m Bn» asw�,�,� lat'eve Pracedax:® ors
wetl cnlxvtre. Ccntratrs agl +'rh oe rwaonsDd to a1
mxxexn .,d � Awn o.+ U» W�, a -a aTivarG's+ecra zxi n� ca
mt[m h w�l� t ay vreex, frar. _M1 � YKre, ua
roeM srn droop bf nwea aa+viy^e

FOR
..Vl It —A
L-25 L-27.
L-12
C. wp
INDICATOR
EACH 2 INCH EC FROM
'WITHAL COMB SIZE I FVNF? STARTER INDICATOR TO SCOREBOARD
'WITH NCN-FUSED DISCONNECT AND SCOREBWD
AUXILWZY CONTROL DISCONNECT.
r2 '\.POWER PLAN COIL TO BE 120V AND BE OPERATED LIGHTING PLAN
SWiTC,� AT _RON
'\�E2
FROM /8" -
%
Signet Engineering PA
229NChwchSara
Sloe 185
CAadoctc, NoA C4rohm 28202
Pfvx,wI(704)33&5997
M [phone]
ENGINEERS
1321 BERKELEY AVE.
CHARL07E. NC 28204
[phone]
SOLID WASTE TRANSFER
STATION FOR.
CITY OF
ROCKY MOUNT
ROCKY MOUNT
NORTH CAROUNA
Data 5A&"X300
Rgvums
LIGHTING PLAN
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PERMIT APPROVAL TO OPERATE
4/10/17

Permit No: 6405T-TRANSFER-2001
City of Rocky Mounty Transfer Station #2
April 10, 2017
Document ID No. 27566
NC.
Page 1 of 8
QUaNy
North Carolina Department of Environmental Quality
Division of Waste Management
Roy Cooper Michael S. Regan
Governor Secretary
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WASTE MANAGEMENT
SOLID WASTE SECTION
SOLID WASTE MANAGEMENT FACILITY
CITY OF ROCKY MOUNT
(Landowner and Operator)
is hereby issued a
PERMIT APPROVAL TO CONSTRUCT
Not Applicable
PERMIT APPROVAL TO OPERATE
6405T-TRANSFER-2001, City of Rocky Mount Transfer Station #2
located at 1211 Thorpe Road, Rocky Mount, Nash County, North Carolina, in accordance with Article 9,
Chapter 130A, of the General Statutes of North Carolina and all rules promulgated thereunder and
subject to the conditions set forth in this permit. The legal description of the site is identified on the
deed recorded for this property listed in Attachment 1 of this permit.
Edward F. Mussler, III, P.E.
Permitting Branch Supervisor
Solid Waste Section
1646 Mail Service Center, Raleigh, North Carolina 27699-1646
Phone:[phone] Internet: http://deq.nc.gov/abouVdivisions/waste-managemenUsolid-waste-section
An Equal Opportunity \ Affirmative Action Employer

Permit No.6405T-TRANSFER-2001
City of Rocky Mount Transfer Station #2
April 10, 2017
Document ID No. 27566
Page 2 of 8
ATTACHMENT 1
GENERAL PERMIT CONDITIONS INFORMATION
Permit
Status
Issuance
Expiration
6405T-TRANSFER-2001
Active
April 10, 2017
Life of Site
Part I General Facility
This permit is issued by the North Carolina Department of Environmental Quality, Division
of Waste Management, Solid Waste Section (Section). In accordance with North Carolina
Solid Waste Management Rule 15A NCAC 13B .0201(d), a solid waste management facility
permit shall have two parts: a permit approval to construct and a permit approval to operate.
The permit approval to construct must be implemented in accordance with Attachment 2 of
this permit. The permit approval to operate must be implemented in accordance with
Attachment 3 of this permit.
2. The persons to whom this permit is issued ("permittee") are the owners and operators of the
solid waste management facility.
3. (Intentionally Blank)
4. When this property is sold, leased, conveyed, or transferred in any manner, the deed or other
instrument of transfer must contain in the deed description section, in no smaller type than
that used in the body of the deed or instrument, a statement that the property has been used
as a solid waste management facility and a reference by book and page to the recordation of
the permit.
5. By initiating construction or receiving waste at this facility the permittee shall be considered
to have accepted the terms and conditions of this permit.
6. Operation of this solid waste management facility shall be in accordance with the North
Carolina Solid Waste Management Rules, 15A NCAC 1313; Article 9 of the Chapter 130A
of the North Carolina General Statutes (N.C.G.S. 130A-290, et seq.); the conditions
contained in this permit; and the approved plan. Should the approved plan and the rules
conflict, the Solid Waste Management Rules shall take precedence unless specifically
addressed by permit condition. Failure to comply may result in compliance action or permit
revocation.
7. This permit is issued based on the documents submitted in support of the application for
permitting the facility including those identified in Attachment 1, "List of Documents for

Permit No.6405T-TRANSFER-2001
City of Rocky Mount Transfer Station #2
April 10, 2017
Document ID No. 27566
Page 3 of 8
Approved Plan," and which constitute the approved plan for the facility. Where
discrepancies exist, the most recent submittals and the conditions of permit shall govern.
This permit may be transferred only with the approval of the Section, through the issuance
of a new or substantially amended permit in accordance with applicable statutes and rules.
9. In accordance with N.C.G.S. 130A-295.2(g) the permittee shall notify the Section thirty (30)
days prior to any significant change in the identity or business structure of either the owner
or the operator, including but not limited to a proposed transfer of ownership of the facility
or a change in the parent company of the owner or a change in the operator of the facility or
parent company of the operator.
10. The permittee is responsible for obtaining all permits and approvals necessary for the
development of this project including approval from appropriate agencies for a General or
Individual National Pollutant Discharge Elimination System Stormwater Discharge Permit.
Issuance of this permit does not remove the permittee's responsibilities for compliance with
any other local, state, or federal rule, regulation, or statute.
PROPERTIES APPROVED FOR THE SOLID WASTE MANAGEMENT FACILITIES
Nash County Register of Deeds
Book
Page
Grantor
Grantee
Acres
J.B.W. Overton and wife,
458
434
City of Rocky Mount
27.3
Mary C. Overton
The transfer station occupies a portion of the property along with other services of the City of
Rocky Mount.
Part 11 Transfer Station/Treatment & Processing Unit(s)
Permitting History
Permit Type
Date Issued
DIN
Permit to Construct
March 6, 2001
Permit to Operate
May 15, 2001
PTO Amendment
July 30, 2009
8080
Permit to Operate — Life of Site
April 10, 2017
27566
List of Documents for the Approved Plan
Original permit application, received on January 14, 2000.
2. Environmental Assessment City of Rocky Mount Transfer Station, November 1999.

Permit No.6405T-TRANSFER-2001
City of Rocky Mount Transfer Station #2
April 10, 2017
Document ID No. 27566
Page 4 of 8
3. Original Facility Plan and engineering drawings that were part of the Permit Application
plan.
4. Permit Modification for Yadkin County Transfer Station #99-03T; McDowell County
Transfer Station #56-02T; and Rocky Mount Transfer Station #6405T. March 2009.
Prepared by Republic Services of NC, LLC. Prepared for Republic Services of NC, LLC.
March 30, 2009. DIN:7167
5. Revised Operation Plan. Rocky Mount Transfer Station, July 2009. Prepared by: Cameron
Privott, Environmental Services Superintendent, Division of Environmental Services, City
of Rocky Mount, North Carolina. Prepared for: City of Rocky Mount, North Carolina. July
1, 2009. DIN: 8079.
6. Permit Amendment Application and Operations Plan. Prepared by Cameron Privott,
Environmental Services Superintendent, Division of Environmental Services, City of Rocky
Mount, North Carolina. January 3, 2014. Received August 24, 2016. DIN 27565.
- End of Section -
ATTACHMENT 2
CONDITIONS OF PERMIT APPROVAL TO CONSTRUCT
Not Applicable
-End of Section-

Permit No.6405T-TRANSFER-2001
City of Rocky Mount Transfer Station #2
April 10, 2017
Document ID No. 27566
Page 5 of 8
ATTACHMENT 3
CONDITIONS OF PERMIT APPROVAL TO OPERATE
Part I: General Facility
1. The facility must be adequately secured by means of gates, chains, berms, fences, or other
security measures approved by the Section to prevent unauthorized entry.
2. Signs must be posted at the entrance to the facility that state that no hazardous waste or
liquid waste can be received at the facility; and provide information on dumping procedures,
the hours of operation, the permit number, contact name, telephone number, and other
pertinent information. Traffic signs or markers must be provided as necessary to promote an
orderly traffic pattern to and from the discharge area and to maintain efficient operating
conditions.
3. Interior roadway must be of all-weather construction and maintained in good condition.
4. A responsible individual trained and certified in facility operations must be on -site at all
times during all operating hours of the facility, in accordance with N.C.G.S. 130A-309.25.
An attendant must be present to oversee the loading and unloading of waste.
5. Copies of this permit, the approved plans, and all records required to be maintained by the
permittee must be maintained at the facility and made available to the Section upon request
during normal business hours.
6. All sedimentation and erosion control activities must be conducted in accordance with the
Sedimentation Control Act, N.C.G.S. 113A-50 et seq., and rules promulgated under 15A
NCAC 4. The Section must be notified of any approved modifications to the sedimentation
and erosion control plan.
7. Facility construction, operations or practices must not cause or result in a discharge of
pollution, dredged material, and/or fill material into waters of the state in violation of the
requirements under Sections 401 and 4040 or the Clean Water Act, as amended.
8. Fire lanes must be established and maintained at all times. The dimensions of the fire lanes
must be coordinated with the Fire Marshall having jurisdiction over the site.
9. Open burning of solid waste is prohibited. Fires must be reported to the regional waste
management specialist with 24 hours or the occurrence, followed by a written notification
within 15 calendar days of the occurrence.
10. Financial assurance as required by state rules and statutes must be continuously maintained
for the duration of the facility and updated and submitted annually to the Section by the
anniversary date of the issuance of this permit.

Permit No.6405T-TRANSFER-2001
City of Rocky Mount Transfer Station #2
April 10, 2017
Document ID No. 27566
Page 6 of 8
Part II: Transfer Station / Treatment and Processing Unit
This permit approval is for the life -of -site as defined in N.C.G.S. 130A-294(a2).
2. The facility is permitted to receive municipal solid waste as defined in N.C.G.S. 130A — 290
(a) (18a).
3. The transfer station permitted as 6402-TRANFER-1997 is located on the property and is
used as a collection and transfer facility for recycled materials. It is no longer operated as a
solid waste transfer station. If this facility is to resume accepting solid waste, the Section
must be notified and an inspection conducted prior to accepting solid waste.
4. The following, at a minimum, must not be accepted for disposal at the facility: hazardous
waste, yard trash, liquid wastes, regulated medical waste, sharps not properly packaged,
regulated -asbestos containing material as defined in 40 CFR 61, PCB waste as defined in 40
CFR 761, and wastes banned from disposal in North Carolina by N.C.G.S. 130A-309.10(f).
5. The waste collected at this transfer facility must be transported to a sanitary landfill facility
that is
a. permitted to receive the type of waste specified, and
b. whose service area includes the origin of the waste.
6. The permittee must not knowingly dispose of, or accept for transfer for subsequent disposal,
municipal solid waste that is generated within the boundaries of a unit of local government
that by ordinance:
a. Prohibits generators or collectors of municipal solid waste from disposing of that
type or form of municipal solid waste.
b. Requires generators or collectors of municipal solid waste to recycle that type or
form of municipal solid waste.
7. The permittee must develop and implement a training and screening program at the facility
for detecting and preventing unauthorized wastes from being accepted at the facility. At a
minimum, the program must include:
a. Random inspections of incoming loads or other comparable procedures.
b. Records of all inspections
C. Training of personnel to recognize hazardous, liquid and other excluded waste types.
d. Development of a contingency plan to properly manage any identified hazardous,
liquid, or other excluded or unauthorized wastes. The plan must address
identification, removal, storage and final disposition of these wastes.
The facility must not cause nuisance conditions.
a. The tipping floor and transfer trailer loading area must be maintained in a clean,
sanitary condition at all times and must be cleaned at least daily in accordance with
the approved operation plan.
b. Waste must only be deposited on a "tipping floor" or directly into a transfer
container. Waste must not be stored on the "tipping floor" after operating hours.

Permit No.6405T-TRANSFER-2001
City of Rocky Mount Transfer Station #2
April 10, 2017
Document ID No. 27566
Page 7 of 8
C. Waste may be stored on -site, in vehicles or containers that are constructed, operated,
and maintained to be leak resistant to prevent the creation a nuisance to the public
health from the escape of solid, semi -solid, or liquid waste a maximum of 72 hours
when the facility is closed during a weekend or holiday. Storage of the waste must
not cause any nuisance, such as odor or attraction of vectors.
d. Effective vector control measures must be applied at all times to control any
potential vectors including flies, rodents, insects, and other vermin.
e. Control measures must be utilized to minimize and eliminate visible dust emissions
and blowing litter.
i) Fugitive dust emissions are prohibited.
ii) Windblown materials must be collected by the end of the day and no
windblown material may be allowed to leave the facility boundary.
9. All water that comes in contact with solid waste, including vehicle wash -down water, is
leachate and must be captured and properly treated before release to the environment.
a. The leachate control system, such as floor drains, leachate collection devices,
sanitary sewer connections and leachate storage tanks, must be operational during
facility operations.
b. The tipping floor must drain away from the building entrance and into the leachate
collection system.
10. The permittee must maintain a record of the amount of solid waste received at the
facility, including daily records of waste received and origins of the loads. Scales must
be used to weigh waste. The daily records are to be summarized into a monthly report
for use in the required annual reports.
11. On or before August 1 annually, the Permittee must submit an annual facility report to the
Solid Waste Section, on forms prescribed by the Section.
a. The reporting period shall be for the previous year beginning July 1 and ending
June 30.
b. The annual facility report must list the amount of waste received in tons and be
compiled:
i) On a monthly basis.
ii) By county, city or transfer station of origin.
iii) By specific waste type.
iv) By receiving disposal facility.
v) By diversion to alternative management facilities.
C. The completed report must be forwarded to the Regional Environmental
Specialist for the facility by the date due on the prescribed annual facility report
form.
d. A copy of the completed report must be forwarded to each county manager for
each county from which waste was received at the facility. Documentation that a
copy of the report has been forwarded to the county managers must be sent to the

Permit No.6405T-TRANSFER-2001
City of Rocky Mount Transfer Station #2
April 10, 2017
Document ID No. 27566
Page 8 of 8
Regional Environmental Specialist by the date due on the prescribed annual
facility report form.
Part III: Miscellaneous Solid Waste Management
1. Wastes received and product stored shall be maintained in containers or reasonably sized
piles with adequate fire breaks and lanes in accordance with the approved operational plans
and the pertinent rules.
2. Surface water shall be diverted from all operational and storage areas to prevent standing
water in operational areas and under or around storage piles. Water that comes in contact
with solid waste shall be contained on -site or properly treated prior to discharge.
3. These areas shall be operated and maintained with sufficient dust control measures to
minimize airborne emissions and to prevent dust from becoming a nuisance or safety hazard.
4. These areas shall be operated and maintained in a manner to minimize odors, prevent the
creation of a nuisance, potential health hazard, or a potential fire hazard.
5. Effective vector control measures shall be applied as necessary to control flies, rodents,
insects, or vermin.
6. The facility must manage all operations in accordance with all applicable statutes and rules
of the State of North Carolina.
White Goods
7. The facility is permitted to receive white goods as defined in N.C.G.S. 130A-290(44).
8. The facility must manage white goods in accordance with the operation plan included in
Attachment 1, Part Il, List of Documents for the Approved Plan. Any revisions to the
approved plan shall be approved by the Section prior to implementation.
9. The facility must manage white goods in accordance with all applicable statutes and rules of
the State of North Carolina.
10. White goods collection areas shall provide for the proper removal of chlorofluorocarbon
refrigerants.
- End of Permit Conditions -

DE ARTMFNT OF
Pt°r LIC WORKS & WATER RFsoL' C F-S
January 3, 2014
Patricia Backus, P.E.
NC ❑ENR
Division of Waste Management
Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699
Dear Ms. Backus,
FNVARONIM NTAi. 'SERVICES,
F
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j01V
Please find attached our application for the renewal of permit 6405T including updated
information regarding our operations plan as well as the site plan which you had requested.
We would like to also request that since the old transfer station (Permit 6402T) is not used for
municipal solid waste and that current uses (recycling) has been included in our application for
the permit renewal that this permit be rescinded,
Upon renewal of the permit we would also request that it be permitted for a 10 year term.
Please do not hesitate to contact me if any additional information is required.
Sincerely,
Cameron Privott
Environmental Services Superintendent
City of Rocky Mount
Box 1180
Rocky Mount, NC 27802
[e-mail]
Attachment:
Permit Amendment and Operations Plan
Site Plan
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Permit Amendment Application and Operations Plan
City of Rocky Mount Transfer Station Permit No. 54-05T
Revised January 3, 2014
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DEPARTMENT OF
RT[_SL WORKS & WATER RLst itcrs
January 3, 2014
Patricia Backus, P.E.
NC DENR
Division of Waste Management
Soiid Waste Section
1646 Mail Service Center
Raleigh, NC 27699
Dear Ms. Backus,
MOUNT
ROCKY
WONN9FNT.4I. SMI LLS
Please find attached our application for the renewal of permit 6405T including updated
information regarding our operations plan as well as the site plan which you had requested.
We would like to also request that since the old transfer station (Permit 6402T) is not used for
municipal solid waste and that current uses (recycling) has been included in our application for
the permit renewal that this permit be rescinded,
Upon renewal of the permit we would also request that it be permitted for a 10 year term.
Please do not hesitate to contact me if any additional information is required.
Sincerely,
Cameron Privott
Environmental Services Superintendent
City of Rocky Mount
Box 1180
Rocky Mount, NC 27802
came ron. rivott rocky mountnc. gov
Attachment:
Permit Amendment and Operations Plan
Site Plan
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APPLICATION TABLE OF CONTENTS
I. General Information
II. Property Information
III. Operations Plan

I. GENERAL INFORMATION
This permit application and operations plan has been developed for the City of Rocky Mount Public
Works Department/Environmental Services Division for the operation of the City of Rocky Mount
Transfer Stations located at 1181/1211 Thorpe Road in Rocky Mount NC.
The physical address is:
City ❑f Rocky Mount
1181/1211 Thorpe Road
Rocky Mount, NC 27884
The mailing address is:
City of Rocky Mount
Environmental Services Division
Box 1180
Rocky Mount, NC 27802
Key personnel associated with the operation of the facility are:
Cameron Privott
Environmental Services Superintendent
1221 Thorpe Road
Box 1180
Rocky Mount, NC 27882
II. PROPERTY INFORMATION
The City of Rocky Mount Transfer Station is located at 1221 Thorpe Road Rocky Mount NC
III. OPERATIONS PLAN
Begins on the next page

Operations Plan
City of Rocky Mount Transfer Station
1221 Thorpe Road, Rocky Mount, NC
Permit 6405-T
Revised January 3, 2014

Table of Contents
Section I
Overview
Section II
Operating Hours
Section III
Solid Waste Received
Section IV
Contingency Plan
Section V
Wastewater ❑isposal
Section VI
Fire Control
Section VII
Vector Control
Section VIII
Equipment
Section IX
Wind Control

Section I: Overview
The City of Rocky Mount Transfer Station covered under permit 54-05T is an existing facility inside
the corporate limits of the City Rocky Mount with a physical address of 1201 Thorpe Road Rocky
Mount, NC 27802. The facility is a stand-alone facility with building apron, tipping floor and tipping
bay. Electronic scales are used in the loading bay to monitor the loading of transfer vehicles.
The City has requested that the permit for the original Transfer Station (Permit 5402T) be rescinded
and all information concerning the operation of that facility is included in this document. The physical
address for this location is 1181 Thorpe Road, Rocky Mount, NC 27802.
Incoming collection vehicles pass over the inbound scales located adjacent to the scalehouse where
they will be weighed. After being weighed the collection vehicles proceed to the building tipping
apron where they turn and back into the Transfer Station. The tipping apron and ramp are paved
surfaces impervious to moisture and erosion. The vehicles will deposit their loads on the tipping floor
and exit the Transfer Station. Waste deposited on the tipping floor is loaded into transfer vehicles
using a wheel loader for transport to the East Carolina Landfill in Bertie County. The loader also is
used to lightly compact waste in the transfer vehicles.
The northeast side of the building has one large open bay for incoming collection vehicles. The
northeast and southeast walls have an open bay for transfer vehicles to enter and exit, Natural light
is generally sufficient for normal operations.
The washwater/leach ate storage and handling system include trench drains for the collection of
leachate and wastewater which are located along the entrances to the tipping floor. A sump is
located in the transfer vehicle loading bay for the collection of liquids which may accumulate during
normal operations. Leachate and washwater are directed to an oil/water separator which then
transfers to a high density lift station where it is pumped into the public utility sanitary system. The
City of Rocky Mount has an existing discharge permit (Permit No. NCg030317) to directly discharge
into the sanitary sewer system.
The City of Rocky Mount owns and is responsible for all transfer station operations. The primary
contact person for issues concerning the operation of the Transfer Station is:
Cameron Privott
Environmental Services Superintendent
City of Rocky Mount
PO Box 1180
Rocky Mount, NC 27802

Section IT: Operating Hours and Signage
The City of Rocky Mount Transfer Station operates Monday through Friday from 6:00 a.m. to 8:00
p.m. The facility may operate on Saturdays from 6:00 a.m. to 8:00 p.m. due to holidays or extreme
weather conditions. The facility will accept waste from other area other that the City of Rocky Mount
Monday through Friday between the hours of 7:30 a.m. and 4:00 p.m. The facility may adjust the
disposal time for the receipt of materials for areas outside the City of Rocky Mount as necessary
within the normal operating hours of the facility. The Transfer Station will be closed on Sundays and
designated holidays. Signs are posted identifying the hours of operation. The City of Rocky Mount
employs trained personnel for daily operations of the transfer facility.
Currently there are three employees certified as Transfer Station Operations Specialists:
Jeffrey Morgan
Certification Number TS-2007102 expires October 19,2016
Oral Pittman
Certification Number TS-2005059 expires November 18,2014
David Styles
Certification Number TS2008091 expires December 5,2014

Section III: Solid Waste Received
The Transfer Station (Permit 6405T) accepts municipal solid waste (MSW) (i.e. residential,
commercial and industrial waste) and C&D materials generated within the City of Rocky Mount, Nash
and Edgecombe counties. The Transfer Station has been designed to handle a maximum of 700 tons
per day.
The Transfer Station originally covered under permit 6402T, located at 1181 Thorpe Road has been
used as a collection and 'transfer point for recycling materials but is also able to handle municipal
solid waste ( residential, commercial and industrial waste) and C & D materials generated within the
City of Rocky Mount, Nash and Edgecombe counties. This facility was designated to handle a
maximum of 350 tons per day.
All incoming waste is transported to the transfer station by private waste haulers using front, rear
and side loader vehicles as well as roll off trucks. Commercial and industrial waste will be primarily
delivered to the facility by private waste haulers.
The City of Rocky Mount does not accept the following:
1. Barrels and drums (unless empty and perforated sufficiently to ensure that no liquid or
hazardous waste is present.)
2. Hazardous waste.
3. Lead Acid batteries
4. Liquid Paint
5. Medical waste.
6. Any other waste excluded by the Division of Solid Waste Management through the Transfer
Station permit.
Collection vehicles delivering materials to the facility are required to be weighed through the scales at
the scalehouse. The scalehouse operator records the weight received and type of waste as well as
the origin of the material. All personnel who might be assigned to operate the scalehouse have
weighmaster licenses, Non -City users of the transfer station are provided signed copies of tickets.
They then use the access road to approach the 'transfer station where the tipping apron provides
access to the tipping floor. The tipping floor has a 10-footpush wall along the northwest side of the
building with a 4 foot high push wall located along the loading bay(southwest side of the
building)and the southeast side of the building. When directed, the vehicles back onto the tipping
floor and discharge their material. The operator of the wheel loader loads the waste into open top
trailers located in the loading bay.
All vehicles entering the transfer station are subject to screening which is performed on a lottery
basis. Waste screening reports are maintained in the Refuse Services Supervisor's office.
The loading bay area is designed to provide space for drivers to exit their vehicles and walk to safety
in the event of an emergency. Electronic scales in the loading bay allow the weight of the vehicle to
be monitored during the loading process by the operator of the wheel loader. Once loaded, the
transfer vehicle is staged for transportation to the East Carolina Landfill in Aulander, NC for disposal.
The old transfer station (Permit 6402T) consists of a dumping area approximately 40 feet by 70 feet
and a tipping pit approximately 50 feet by 10 feet as well as a tipping pit approximately 20 feet by 10
feet. The pits are separated by a compactor control booth. All collected materials are compacted into

trailers in a area which measures approximately 30 feet by 30 feet. All of these mentioned area are
covered by a metals building.
Section IV: Contingency Plans
The Transfer Station is located next to the City's Pole yard which houses replacement transformers,
poles and other electrical equipment. The pole yard also is the site of the main radio tower for the
City of Rocky Mount radlos. In the event of a long-term power outage the station could continue to
operate if necessary. In the case of extreme weather events, operations could be temporarily
suspended until conditions changed ailowing transfer station haulers to resume operations. The City
has two wheel loaders available for continuous loading operations. In the case of small spills,
absorbent material will be used to contain the spill. If a larger spill should occur, a local
environmental specialist as well as the Fire Department will be contacted to provide cleanup.
Section V: Wastewater Disposal
The tipping floors and loading bay are washed down at the end of the operating day as necessary.
The tipping floor is sloped to weepholes located in the push wail adjacent to the loading bay, The
weepholes transmit leachate and wastewater into the loading bay where drains collect and deliver
the liquid to the oil/water separator. From the oil/water separator liquids are directed to a high -
density lift station before discharge into the public utility sanitary system. The City of Rocky Mount
has an existing discharge permit (Permit No. NC0030317) to directly discharge into the sanitary
sewer system.
Section VI: Fire Control
Waste is randomly screened for prohibited or banned waste to eliminate potential fire hazards. The
operator of the wheel loader routinely observes materials brought to the transfer station for potential
hazards. Fire protection is a standard service provided for all properties within the City limits of Rocky
Mount. The primary fire control for the facility is prompt notification to the Fire Department and
waiting on their response. A secondary fire control policy consists of hose bibs located adjacent to the
tipping floor as well as the entrance to the loading area. The hose bibs are predominantly used for
wash down maintenance but may be used on small fires until the arrival of the Fire Department. The
fire extinguishers are serviced annually and are checked on a monthly basis.

Section VII: Vector Control
Control of disease vectors is maintained through implementation of a cleaning program to involve the
removal of waste, leachate and wastewater from all operating areas. Use of the division's sweeper
and washwater will be used to keep the tipping floor and drive-thru areas clean and free of rodents,
flies and other animals. Deodorizers will be used as needed to assist in the accomplishment of these
goals. Stagnant ponded water will be prevented from occurring to control mosquito breeding. The
City's mosquito control program or licensed exterminators will be used if problems arise in the control
of vectors. Openings at the entrance to the tipping floor area and loading areas as well as four fans
located above the loading area allow adequate ventilation for the facility. Collected materials are not
store on the tipping floor/tipping pit for any significant length of time and all materials are removed
from the tipping floor/tipping pit daily.
Section VIII: Equipment
The following equipment is used in the operation and maintenance of the Transfer Station:
1. Cat Wheel loaders
2. Backhoe
3. Sweeper
4. Road Tractors/Yard jockeys
5. Open top Trailers
6. Hose bibs with attached hoses
7. Two (2) Dempster TSP-11 compactors
8. One push pit hydraulics system with push pit blade
Section IX: Wind Control
All incoming vehicles are required to have their loads tarped upon arrival at the site or to be fully
enclosed. Outbound transfer vehicles are also required to tarp their loads. Throughout the day
transfer station personnel and community service workers (when available) police the area for
windblown litter. Recyclable materials which are spilled when filled trailers are moved away from the
compactor wall are cleaned throughout the day. Materials collected are placed into a dumpster or
rollout carts on site. The containers are dumped as frequently as necessary.

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CITY OF ROCKY MOUNT
PIN 385119602316
1251 THORPE RD
NASH COUNTY
DEED BOOK 458
DEED PAGE 434
ACREAGE 27.352089
1 POLE YARD
2 OFFICE
3 PARKING
4 SCALES
5 EQUIPMENT SHED
6 WHITE GOODS &
ELECTRONICS
7 MATERIALS & STORAGE
FOR STREETS &
WATER SERVICES
8 OLD TRANSFER
STATION FOR
RECYCLEABLES (64-02T)
9 TRANSFER STATION
FOR MSW (64-05T)

Date:
❑ Dear Loader
❑ Fzont Loader
❑ Side Loader
❑ Roll Off
n Trailer
Graball
Tizne ��_
Time Out_
Comments:
City of Rocky Muni 'I j-s1')sJV- S [aii on
ZNSI'ECTION )REPORT
Day: Mon Tues Wed Tburs Fri
,.3at Sun
Hauler ----
Flee Number:
License Number -
Waste Generator:
Inspector Signature:

City Of Rocky Mount Transfer Inspection
Monday
Tuesday
Wednesday
Thursday Friday
Dates
8:00
8:30
9:00
9:30
10:00
10:30
1 1:00
11:30
12:00
12:30
1:00
1:30
2:00
2:3 0
3:00

OIL WATER SEPERATOR
DATE CHECKED TIME RUN

This is to certify that
,7aco6 Parker
has met the North Carolina Chapter of the Solid Waste Association of North America's eligibility requirements
and passed the examination. Therefore, NC-SWANA hereby designates Jacob Parker as a
CERTIFIED TRANSFER STATION
OPERATIONS SPECIALIST
Chapter President:
Training Director.
Certification Number TS-2014033
Solid Waste
SWANIAssociatiofl
of
North
America
This certification will expire on May 9, 2023.

This is to certify that
Ieffrey Vorgan
has met the North Carolina Chapter of the Solid Waste Association of North America's eligibility requirements
and passed the examination. Therefore, NC-SWANA hereby designates Jeffrey Morgan as a
CERTIFIED TRANSFER STATION
OPERATIONS SPECIALIST
Chapter President:
Training Director:
Certification Number TS-2007102
Solid Waste
SWANKAssociation
_ of
North
America
This certification will expire on October 19, 2022.

This is to certify that
Dav, 0 fstyfiu
has met the North Carolina Chapter of the Solid Waste Association of North America's eligibility requirements
and passed the examination. Therefore, NC-SWANA hereby designates David Styles as a
CERTIFIED TRANSFER STATION
OPERATIONS SPECIALIST
Chapter President:
00
Training Director:
Certification Number TS-2008091
Solid waste
SWANI[Association
of
North
..,,� America
This certification will expire on December 5, 2023.

RECENT INSPECTION REPORTS

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FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
UNIT TYPE:
lined
LUD
YW
Transfer
x
Compost
SLAS
COUNTY; HASH
MS W I.F
PERMIT NO.: 6405T-TRANSFER-2001
Closed
HH14'
White
tncin
T&P
FIRM
MS W LF
goc&
FILE TYPE: COMPLIANCE
COW
TireT&P f
Tirc
Industrial
Dann
SoTr
Collection
Monofill
Landfill
Date of Site Inspection: Apri19. 2021 Date of Last Inspection: November 19, 2024
FACILITY NAME AND ADDRESS:
City of Rocky Mount Transfer Station #2
1221 Thorpe Road
Rocky Mount, NC 27802-1 180
GPS COORDINATES: Lat.: 35.9772611 Long.:-77.79668'
FACILITY CONTACT NAME AND PHONE NUMBER:
Name: Cameron Privott, Environmental Services Superintendent
Phone: [phone], cell [phone]
Email address:Cameron.privott(a-.rockymountnc.goy
Fax: [phone]
FACILITY CONTACT ADDRESS:
City of Rocky Mount Solid Waste
PO Box 1180
Rocky Mount, North Carolina 27902-1180
PARTICI PANTS:
Amanda Thompson, NCDEQ, Solid Waste Section
Cameron Privott, City of Rocky Mount Environmental Services Superintendent
Tim Farmer, City of Rocky Mount Public Works Operations Manager
STATUS OF PERMIT:
Life of Site Permit was issued April 10, 2017.
PURPOSE OF SITE VISIT:
Comprehensive Compliance .Inspection
STATUS OF PAST NOTED VIOLATIONS:
None
OBSERVED VIOLATIONS:
None
The item(s) listed above were observed by Section staff and require action on behali'of the facility in order to come into or maintain compliance
with the Statutes, Rules. and/or other regulatory requirements applicable to this facility. Be advised that pursuant to N.C.G.S. 13OA-22, an
administrative penalty of up to S15,U00 per day may be assessed for each violation of the Solid Waste LaNvs, Regulations, Conditions of a Permit.
or Order under Article 9 of Chapter I30A of the N.C. General Statutes. Further, the facility and/or all responsible parties may also be subject to
enforcement actions including pen al tics, injunction from operation of a solid waste inanagCmcnt facility or a solid waste collection service and any
such ftlrther relief as may be necessary to achieve compliance with the North Carolina Solid Waste Management Act and Rules.
Page I of 3

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ADDITIONAL COMMENTS
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
1. This facility has a Life of Site Pen -nit that was issued April 10, 2017. Facility is required to summit an annual facility
report on or before August l annually.
2. This facility is permitted to receive Municipal Solid Waste as defined in NCGS 130A — 290 (a)(18a).
3. This facility is secured by fences with locking gates.
4. Signs are pasted on the fence before the scales with all required information.
5. The interior roadways are made of all-weather construction and well maintained.
5. The tipping floor is kept clean.
7. The leachate drains are kept clean and functioning properly.
8. Some building maintenance is needed. Metal has been damaged and/or eroding in the transfer trailer loading bay.
Mr. Fanner stated that they were attempting to obtain funding to repair the building.
9. At the time of this inspection, there were ten (10) trailers full of waste in the trailer staging area. Mr. Privott stated
that there was a problem with the trucking contractor, Stella, having enough drivers to transport the waste to the
landfill. Mr. Privott also stated that Republic and Stella would be working together on Saturday, April 10, 2021 to
remove as many trailers of waste as possible to the East Carolina Landfill. Based on correspondence received on
April 12, 2021 from Republic, a total of ten (10) trailers of waste were hauled to the East Carolina Landfill on
Saturday, April 10, 2021.
10. Recommend that full trailers stored outside of the transfer facility awaiting to be transported to the landfill be
covered to reduce vector attraction.
11. Some waste was observed near the transfer trailer loading bay. Any windblown waste needs to be picked up
around the facility and cleaned out of the transfer trailer loading hay daily,
12. Digital photographs were taken during the inspection.
Please contact me if you have any questions or concerns regarding this inspection report.
Digitally signed by
Amanda Thompson Amanda Thompson
Date: 2021,04.23
08:46:08-"00' Phone: [91M 433-3353
Amanda Thompson
Environmental Senior Specialist
Regional Representative
Sent on: April 23, 2021 JC Email Hand delivery US Mail Certi Ficd No. L_j
Copies: Drew Hammonds, Eastern District Supervisor— Solid Waste Section
Page 2 of 3

_. R
9
r
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
View of the transfer station.
9,2
View of waste near the transfer trailer loading bay.
Page 3 of 3

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FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
UNIT TYPE:
lined
LUD
Yw
Transfer
x
Compost
SLAS
COUNTY HASH
MS W I.F
PERMIT NO.: 6405T-TRANSFER-2001
Closed
HH14'
White
tncin
T&P
FIRM
MS W LF
goods
FILE TYPE: COMPLIANCE
COW
TireT&P
Tirc
Industrial
nano
5oTr
Collection
Monofill
Landfill
Date of Site Inspection: November 19, 2020 Date of Last Inspection: January 17, 2018
FACILITY NAME AND ADDRESS:
City of Rocky Mount Transfer Station #2
1221 Thorpe Road
Rocky Mount, NC 27802-1 180
GPS COORDINATES: Lat., 35.97726" Long.:-77.79668'
FACILITY CONTACT NAME AND PHONE NUMBER:
Name: Cameron Privott, Environmental Services Superintendent
Phone: [phone], cell [phone]
Email address: Cameron.privott(a-.rockymountnc.goy
Fax: [phone]
FACILITY CONTACT ADDRESS:
City of Rocky Mount Solid Waste
PO Box 1180
Rocky Mount, North Carolina 27802-1180
PARTICIPANTS:
Atnanda Thompson, NCDEQ, Solid Waste Section
John College, NCDEQ Solid Waste Section
Cameron Privott, City of Rocky Mount Environmental Services Superintendent
Jacob Parker, City of Rocky Mount Refuse Services Supervisor, [phone]
STATUS OF PERMIT:
Life of Site Permit was issued April 10, 2017.
PURPOSE OF SITE VISIT:
Comprehensive Compliance Inspection
STATUS OF PAST NOTED VIOLATIONS:
None
OBSERVED VIUI„AT IONS:
None
The item(s) listed abovc were observed by Section staff and require action on behalf of the facility in order to come into or maintain compliance
with the Statutes. Rules, and/or other regulatory requirements applicable to this facility. Be advised that pursuant to N.C.G.S, 130A-22, an
administrative penalty of up to $15,000 per day may be assessed for each violation of the Solid Waste Laws. Regulations. Conditions of a Permit.
or Order under Article 9 of Chapter I30A of the N.C. General Statutex. Further, the facility and/or all responsible parties may also be subject to
enforcement actions including penalties, injunction from operation of a solid waste management faciIity or a solid waste collection service and any
such further relief as may be necessary to achieve compliance with the North Carolina Solid Waste Management Act and Rules.
Page I of 4

Z:5:fMFC7P)
Nwr
ADDITIONAL COMMENTS
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
1. This facility has a Life of Site Pennit that was issued April 10, 2017. Facility is required to submit an annual facility
report on or before August 1 annually.
2. This facility is permitted to receive Municipal Solid Waste as defined in NCGS 130A — 290 (a)(18a).
3. This facility is secured by fences with locking gates.
4. Signs are posted on the fence before the scales with all required information.
5. Random screenings of loads are conducted at the scales and on the tipping floor. The screening records reviewed
were current.
6. The facility has the following certified operators:
• Jeffery Morgan, Certified Transfer Station Operations Specialist, TS-2007102, exp. 10/19/22
• David Styles. Certified Transfer Station Operations Specialist, TS2008091, exp. 1215123
+ Jacob Parker, Certified Transfer Station Operations Specialist, TS2014033, exp. 519123
7. Copies of the permit and required records were available for review and were kept in good order.
8. The interior roadways are made of all-weather construction and well maintained. A street sweeper was cleaning the
roadways during the inspection. Mr. Parker stated that the street sweeper cleans the roadways two times a week.
9. The tipping floor is kept clean.
10. The leachate drains are kept clean and functioning properly.
11. At the time of this inspection, a roll -off container was leaking water onto the pavement. The water was flowing
down the roadway and was entirely contained within the leachate collection system. A waste screening of the
leaking container was performed on the tipping floor. The waste was determined to be construction and demolition
debris.
12. Some building maintenance is needed. The interior walls were observed to be dusty with debris along the beams -
Metal is eroding along the transfer trailer loading bay. Mr. Privott stated that they were attempting to obtain funding
in order to repair the building.
13. A damaged trailer was observed within the loaded trailer loading area. Over aggressive tamping had led to the
bottom of the trailer giving way. Mr. Parker stated that he would use heavy equipment to empty the trailer so that
the trailer could be repaired and replaced. No debris or leachate was observed near the trailer. Mr. Parker sent Ms.
Thompson a photograph of the trailer after the waste was removed and ready for repair,
14. Overall, the facility appears to be well managed.
15. Digital photographs were taken during the inspection.
Please contact me if you have any questions or concerns regarding this inspection report.
❑lo ally signed by Amanda
Thompson
Date; 2020A2.0907:51:51
-05.00' Phone: [phone]
Amanda Thompson
Environmental Senior Specialist
Regional Representative
Sent on: December 9, 2020 Y Email Hand delivery US Mail Certified No. f j
Copies: Drew Hammonds, Eastern District Supervisor - Solid Waste Section
John College, NCDEQ Solid Waste Section
Page 2 of 4

Y7R•I CMCiiN D E Q��
Photographs taken by Amanda
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
during the Novembe
View of the leaking C&D N aste roll -off container
View of
floor.
View of eroded metal and some repairs to the
southwestern side of the transfer station.
View of C&D waste from the roll -off container.
View of the damage trailer bottom.
Page 3 of 4

�, �-DWF Q�:
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
View of the trailer provided by Mr. Parker.
View of the interior of the trailer provided by Mr. Parker.
Page 4 of 4

t;a Waste Management
ENVI RON MENTAL QUALITY
FACILITY COMPLIANCE INSPECTION REPORT
Division of Waste Management
Solid Waste Section
UNIT TYPE:
Lined
LCID
YW
Transfer
X
Compost
SLAS
COUNTY: Nash
MSWLF
PERMIT NO.: 6402T-TRANSFER 1997
Closed
HHW
White
Incin
T&P
FIRM
MSWLF
goods
—
FILE TYPE: COMPLIANCE
CDLF
TireT&P/
Tire
Industrial
DEMO
SDTF
Collection
Monofill
Landfill
Date of Site Inspection: January 17, 2018
FACILITY NAME AND ADDRESS:
Rocky Mount Transfer Station
1121 Thorpe Rd.
Rocky Mount, North Carolina 27802-1180
Date of Last Inspection: May 12, 2017
GPS COORDINATES: N: 35097726 E: - 77 '79668
FACILITY CONTACT NAME AND PHONE NUMBER:
Name: Cameron Privott
Telephone: [phone], cell 252-343-3152
Email address: [e-mail]
Fax:[phone]
FACILITY CONTACT ADDRESS:
City of Rocky Mount Solid Waste
P.O. Drawer 1180
Rocky Mount, North Carolina 27802-1180
PARTICIPANTS:
Jacob Parker - City of Rocky Mount Refuse Services Supervisor — 252-382-4301
Jeff Morgan — Transfer Station Supervisor — 252-955-6500
John College — NCDEQ-DWM-SWS
STATUS OF PERMIT:
Closed. Used as recycle area as stated in 6405T-Transfer-2001, Life of Site permit issued on April 10, 2017.
Attachment 3, part 2 (3). If want to start back using this facility as MSW Transfer Station, DWM Must be
Notified and facility inspected prior to accepting solid waste.
PURPOSE OF SITE VISIT:
Partial Facility Compliance Inspection
STATUS OF PAST NOTED VIOLATIONS:
None
OBSERVED VIOLATIONS:
None
Page 1 of 2

FACILITY COMPLIANCE INSPECTION REPORT
Waste Management ENVIRpN MENTAL QUALITY Division of Waste Management
Solid Waste Section
The item(s) listed above were observed by Section staff and require action on behalf of the facility in order to come into or maintain compliance
with the Statutes, Rules, and/or other regulatory requirements applicable to this facility. Be advised that pursuant to N.C.G.S. 130A-22, an
administrative penalty of up to $15,000 per day may be assessed for each violation of the Solid Waste Laws, Regulations, Conditions of a Permit,
or Order under Article 9 of Chapter 130A of the N.C. General Statutes. Further, the facility and/or all responsible parties may also be subject to
enforcement actions including penalties, injunction from operation of a solid waste management facility or a solid waste collection service and any
such further relief as may be necessary to achieve compliance with the North Carolina Solid Waste Management Act and Rules.
ADDITIONAL COMMENTS;
1— Facility is being used for the recycle process only.
2 — See below information.
6402T_Roc kyM o u nt_C I os u re- DIN 28213_20170714. pdf
3 — Facility is very clean.
4 — No windblown recycle solid waste found.
Please contact me if you have any questions or concerns regarding this inspection report.
?'& r'em'��
Environmental Senior Specialist
Regional Representative
Phone: [phone] _
Email: [e-mail]
Sent on: January 19, 2018 X Email Hand delivery US Mail Certified No. L_J
Copies: * Andrew Hammonds, Eastern District Supervisor - Solid Waste Section
Page 2 of 2

RECENT ANNUAL REPORTS

State of North Carolina
QDepartment of Environmental Quality
NORTH CAROLINA Division of Waste Management &
Department of Environmental Duality Division of Environmental Assistance and Customer Service
Solid Waste and Materials Management Annual Report
July 1, 2019 - June 30, 2020
On the following pages, you will find the Local Government Solid Waste and Materials Management Annual
Report Form for Fiscal Year 2019-2020. Each North Carolina county and municipality is required to complete
this report annually. Completion and submission of this report will fulfill the annual reporting mandate to the
state as required by G.S.130A-309.09A. Failure to complete and submit this report could result in the local
government being excluded from distributions of Solid Waste Disposal Tax Proceeds and other Department of
Environmental Quality grants.
Instructions
This form must be completed electronically using Adobe Reader. It is suggested that you complete the form using the
latest version of Adobe Reader which can be downloaded for free at: https:Hget.adobe.com/reader/. Please DO NOT
complete this form using Adobe Acrobat Pro.
Complete the form by entering responses in the appropriate fields using Adobe Reader. Please save a copy of the
completed form to your computer for your records by using the "Save As" option. Name the file Community Name
LGAR 2019-20. For example, Aberdeen LGAR 2019-20.
You can find your reports from previous years at: htips://ded.nc.gov/conservation/recycling/local-government-
recycling-assistance/LGAR
After completing and saving the report, please email the report to Lgteamkncdenr.gov
If you need assistance completing or submitting this form, please feel free to contact one of the following Division of
Environmental Assistance and Customer Service staff members:
Sandy Skolochenko, phone: [phone], email: sandy. skolochenkokncdenr.gov
Tara Nattress, phone: [phone], email: tara.nattressnncdenr.gov
Form Year 2020
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Instructions Page

� E
NORTH CAROLINA
Department of Environmental Duality
Local Government Report FO—rmjl
Required: Select your Local Government Name
ROCKY MOUNT
State of North Carolina
Department of Environmental Quality
Division of Waste Management &
Division of Environmental Assistance and Customer Service
COMPLETION AND SUBMISSION OF THIS REPORT WILL FULFILL THE ANNUAL REPORTING
MANDATE TO THE STATE AS REQUIRED BY G.S. 130A-309.09A.
If you have questions or need assistance completing this form, please call 919-707-8147 or 919-707-8123.
Person Completing This Report: Cameron Privott
Title: Environmental Services Superintendent
Mailing Address: 331 S Franklin Street P O Box 1180 City: Rocky Mount Zip: 27802
Phone: [phone] Date: 10/1/2020
Email: [e-mail]
General Instructions
Please remember that the time period for the report is JULY 1, 2019 through JUNE 30, 2020. Please check "No" if you have nothing to report
for a specific question.
1. Did your local government have a Recycling Coordinator or similar position for FY 19-20? ® Yes No
Name Recycling Coordinator (if different from person completing this report.)
Name: Stephanie Collins Title: KAB Coordinator
Address: 331 S Franklin St P O Box 1180 City: Rocky Mount Zip: 27804
Telephone: [phone]
Email: [e-mail]
2. Did your local government have a Solid Waste Director or similar position for FY 19-20? ® Yes 0 No
If Yes, Name: Cameron Privott Title: Environmental Services Superintendent
Address: 331 S Franklin Street P O Box 1180 City: Rocky Mount Zip: 27802
Telephone: [phone]
Email: [e-mail]
3. Did your local government have dedicated or part-time Solid Waste Enforcement Staff for FY 19-20? ❑ Yes ® No
If Yes, Name:
Address:
Telephone:
Email:
City:
Title:
Zip:
4. Did your local government have solid waste ordinances in place addressing any of the following during FY 19-20? (if yes, please check
all that apply)
❑ Disposal Bans ❑ Illegal Dumping ® Littering ❑ Construction & Demolition ❑ Other:
5. Did your local government manage, provide or contract for any solid waste services in FY 19-20 (e.g., collection, disposal, recycling,
mulching, composting)? ® Yes ❑ No
If you answer "No" to question 5, the report is complete, please email to [e-mail].
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 1 of 11

6. Did your local government have a recycling program in place for collecting recyclable materials generated at public buildings
in FY 19-20? ® Yes ❑ No
7. Did your local government have any program or policy encouraging or requiring local agencies to purchase products with
recycled content in FY 19-20? ® Yes ❑ No
Did your local government have a program in place to collect and recycle spent fluorescent lights generated from the public buildings
and facilities that were operate d by your government in FY 19-20? ® Yes ❑ No
SOURCE REDUCTION / REUSE
9. Did your local government have a backyard composting program? ❑ Yes ® No
10. If yes, please check all backyard composting activities that apply:
❑ Education ❑ Demonstration site(s) ❑ Bin distribution/sales Number of Bins distributed?
11. Did your local government operate a program to promote source reduction efforts ? ® Yes ❑ No
If yes, please check all source reduction programs that apply:
® Junk Mail Reduction ❑ Single Use Plastics Reduction ❑ Food Waste Reduction
® Promoting Reuse and Donation ❑ Other
12. Did your local government offer a waste exchange or reuse program? ❑ Yes ® No
13. If yes, please check all waste exchange and/or reuse programs that apply:
❑ Swap shop/shed Number of sheds in use?
❑ Other (e.g. pallet exchange, etc.)
❑ Paint exchange Number of gallons recovered?
PUBLIC RECYCLING SERVICES
14. Which of the following responses best describes your recyclables recovery activities for the period July 1, 2019 through June 30, 2020?
Choose ONE option that best applies.
® My local government DID operate or contract for a recyclables recovery program. (please continue to question 15)
My local government DID NOT operate or contract for recyclables recovery BUT DID participate in a recyclables
❑ recovery program sponsored by another local government. (Please identify the public agency/organization responsible for its
operation; then go to Part IV on page 7.)
With which local government did you participate?
❑ My local government DID NOT operate, contract or participate in a recycling program. (Go to Part IV on page 7.)
CURBSIDE RECYCLING PROGRAM
15. Did your government operate a Curbside Recycling Program? ® Yes ❑ No, skip to question # 25
16. Who collected the recyclable materials for your local government's curbside recycling program?
® Local government employees
❑ Private contractor (please specify)
❑ Franchised hauler (please specify)
❑ Other (please specify)
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 2 of 11

17. Please provide the following information about your community:
a. Total number of households in your jurisdiction? 22,004
b. Number of households eligible to participate in the curbside recycling program: 18,414
c. Provide the number of households that participate in the curbside recycling program (estimate if necessary): 12,000
18. If your curbside recycling program is operated through a public franchise rg anted to a private company then please answer the following:
Is public participation in the franchise: ❑ Voluntary or ❑ Mandatory
Does your franchise consist of. ❑ One service district or ❑ Multiple service districts
19. What sector(s) of your community was served by the curbside recycling program?
® Residential ❑ Commercial ❑ Industrial
20• If you checked commercial or industrial in question 19, please indicate the number of accounts served:
21. How frequently were the curbside recyclables collected?
❑ Once a week
❑ Other
22. Please describe the collection containers used:
❑ Bins
❑ Multi -bin system
23. Please describe the method of recycling collection:
❑ curb -sort (collector separates material as collected)
❑ dual / two stream
® Every other week / biweekly
❑ Blue bags
® Roll -out carts
® single stream / commingled
❑ don't know / other
24. Do residents sign up for curbside recycling service or are they automatically included?
❑ Sign up
® Automatically included
DROP-OFF RECYCLING PROGRAM
25. Did your government operate a Drop-off Recycling Program? ® Yes ❑ No, skip to question # 32
26. Who collected the recyclable materials for your local government's drop-off recycling program?
® Local government employees
❑ Private contractor
❑ Other (please specify)
27. Please describe the method / style of recyclable materials handling for your drop-off recycling program:
❑ source -separated (citizens separate materials by type) ® single stream / commingled
❑ dual / two stream (paper separated from cans/bottles) ❑ don't know / other
28. Please estimate the number of households served by your drop-off recycling program.
29. What sector(s) of your community are served by the drop-off recycling program? ® Residential ® Commercial ❑ Industrial
30. How many drop-off locations did you provide for the citizens in your jurisdiction? Number of Sites: 4
31. How many of these locations were staffed with attendants? ❑ All ®None ❑ Some please list # of staffed sites:
ELECTRONICS RECYCLING PROGRAM
32. Did your community operate an electronics recycling program in FY 19-20? ® Yes ❑ No, skip to question # 38
If you did operate an electronics recycling program, please indicate style of program:
❑ Permanent - Curbside Collection ❑ Permanent - Drop-off ® Scheduled Collection Day or Event ❑ Part of HHW Program
If you offer curbside collection of electronics is it: ® by appointment or ® unscheduled
If you operate a drop-off electronics program, how many collection sites do you provide? Number of Sites:
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 3 of 11

33. Did your electronics recycling program collect or accept televisions from (check all that apply): ® Residences ❑Businesses
34. Did your electronics recycling program collect or accept computer equipment from (check all that apply): ® Residences ❑Businesses
35. Annually, DEQ distributes funds to eligible units of local government. If your unit of local government received a distribution from the
Electronics Management Fund in February 2020, please provide the following information:
Electronics Management Fund balance as of July 1, 2019:
Electronics Management Funds received from DEQ during FY 19-20 (Feb 2020 distribution): $
Electronics Management Funds spent during FY 19-20: $
Electronics Management Fund balance as of June 30, 2020: $
36. Explain how Electronics Management Funds were used during FY 19-20 (list items purchased if applicable):
37 Name of electronics recycler(s) used during FY 19-20:
Does the electronics recycler(s) used have either the e-Steward or R2 certification? ❑ Yes ❑ No
OTHER PUBLIC RECYCLING PROGRAMS
List only programs operated or contracted for by the local government. The tonnage of any materials collected by the following programs
should be listed in the "Other" column in the Recycling Tonnages Chart on pg S.
38. Did your local government operate a multifamily recycling collection program that provides on -property recycling service for residents
of multifamily properties in a manner other than through your curbside or drop-off recycling programs? ® Yes ❑ No
39. Did your local government operate a recycling program to serve commercial or institutional members of your community in a manner
other than through your curbside or drop-off recycling programs? ❑ Yes ® No
40. Does your local government provide recycling services to Alcoholic Beverage Commission permit holders? ®Yes ❑ No
❑ On -site collection services provided If on -site collection provided, please estimate # of ABC accounts served:
® Public drop-off recycling sites available for ABC On Premises Permit holders to use
41. Does your local government operate a program to recycle Construction and Demolition materials? ❑ Yes ® No
If yes, please check all materials that were recycled and report tonnages in tonnage table on page 5:
❑ Clean Wood ❑ Brick, concrete, etc. ❑ Sheetrock ❑ Vinyl siding ❑ Shingles ❑ Metals ❑ Other
42. Please identify all Away From Home / Recycling On The Go programs or services operated by your government during FY 19-20.
(check all that apply and if possible indicate tonnages on page 5 in "Other" column)
® Public Parks Recycling Program ® Athletic Field /Venue Recycling Program
❑ Pedestrian Recycling Program ® Recycling Service for Special Events / Festivals
43. Please identify all "Other" programs or services operated by your government during FY 19-20. (check all that apply and if possible
indicate tonnages on page 5 in "Other" column)
❑ Public School Recycling Program
® Scheduled Collection Drives (e.g. confidential document shredding event held quarterly, once a year, etc.)
❑ Lend -a -Bin Program where local government provides recycling containers to community organizations for use at events
❑ Organics / Food Waste Recycling other than yard waste program
❑ Oyster Shell Recycling Program
❑ Other Programs (please specify)
Programs to manage Special Wastes are addressed in Part III on page 6, please do not include Special Waste programs above.
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 4 of 11

RECYCLING TONNAGES FROM PUBLIC PROGRAMS
44. a. Enter data in the table below for ALL recycling programs operated or contracted for by your local government. Provide TONNAGES
(or estimates) for each material collected for the period JULY 1, 2019 through JUNE 30, 2020.
b. Do NOT report yard waste, tires, HHW, used oil, batteries or other special wastes on this page - these are covered later in the report.
c. If you collected single stream or other commingled materials, record tons in the "Commingled tons" row and then X the boxes beside
each material type included in the commingled mix.
PROGRAM
Curbside
Drop-off
All "Other" Programs
Total Tons
® if Yes
Tons
® if Yes
Tons
S if Yes
Tons
(totals are calculated by
form)
Clear
®
❑
❑
Brown
®
❑
❑
Green
®
❑
❑
Mixed
®
❑
❑
PET #1
®
❑
❑
HDPE #2
®
❑
❑
All Plastic Bottles
®
❑
❑
Other Plastic Containers
®
❑
❑
Bulky Rigid Plastics
❑
❑
❑
Aluminum Cans
❑
❑
❑
Steel Cans
®
❑
❑
Newsprint (ONP)
®
❑
❑
Cardboard (OCC)
®
❑
❑
Magazines (OMG)
®
❑
❑
Office Paper
®
❑
❑
Mixed / Other Paper
®
❑
❑
Cartons / Aseptic Containers
1
®
❑
❑
Pallets
❑
Other Wood - DO NOT
report yard waste tons here
Televisions
' ' /
. . / .
❑
❑
Computer Equipment
❑
Other Electronics
❑
Textiles (clothes etc...)
❑
C&D Materials Recycling
❑
White Goods
/
❑
❑
Other Scrap Metal
Commingled tons* (x boxes
above for all items included)
® 2,361.51 F-1
❑
2,361.51
TOTAL TONS:
2,361.51
2,361.51
45. *If you checked commingled, which material recovery facility (MRF) does your community use? Sonoco Recycling
A MRF is the plant that separates commingled recyclables into marketable commodities (paper, plastic, metals, glass)
a. Do you have a formal contract with the MRF? ® Yes ❑ No If yes, what month/year does it expire?
b. Do you know your inbound contamination level at your MRF? ❑ Yes ®No
Inbound contamination is the amount of non -recyclable materials in commingled loads delivered to the MRF.
If yes, what is the inbound contamination percentage?
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 5 of 11

46. RECYCLING TONNAGE AS A RESULT OF POLICY OR ORDINANCE: complete this section for materials that were recycled as
a result of local government ordinances or policies but that were NOT collected or managed directly by your local government recycling
program. E.g. a cardboard disposal ban results in private cardboard recycling (and you have a way to track the tons collected)
Material Type Tons Diverted Describe the mechanism that caused these materials to be recovered and data collection method
Please provide responses and data as indicated below considering services provided to the public. Please do not include data on materials
that were accepted and then disposed of in a landfill. Do not include materials generated exclusively by government operations (e.g. motor -
fleet services). Question 47 is about materials accepted outside of any Household Hazardous Waste (HHW) Program or event. If special
wastes were only accepted as a part of an HHW Program or HHW event and were not collected by separate recycling efforts then do not
record materials in question #47 but instead report with HHW materials in question #48.
Special wastes are materials collected at convenience centers, transfer stations, landfills, etc. Do not include materials collected
at household hazardous waste permanent collection facilities or household hazardous waste temporary collection events.
47.
Special Waste Programs for Collecting
Did program collect this
# of
Data on quantities collected / managed.
Materials from Citizens by Material Type
material from the public?
sites
Please report in indicated units.
Used Motor Oil
® Yes
50
gallons
Used Oil Filters
❑ Yes
barrels, or
lbs
Used Antifreeze
❑ Yes
gallons
Batteries, Lead Acid (Auto)
❑ Yes
# batteries, or
lbs
Batteries, Dry Cell (Household)
❑ Yes
lbs
Fluorescent Bulbs/Lights Containing Mercury
❑ Yes
lbs, or
#
bulbs
Propane Tanks
❑ Yes
lbs, or
# tanks
Used Cooking Oil / Waste Vegetable Oil
® Yes
lbs, or
20
gallons
Other Special Wastes - please provide waste
type here:
❑Yes
lbs
Pesticide Containers (NCDA Program, not
❑ Yes
lbs, or
# con -
pesticides themselves)
tainers
NCDA Pesticide Disposal Assistance Program
❑ Yes
lbs
(for management of pesticides, not containers)
Latex Paint (do not include paint collected at
❑ Yes
gals,
lbs
HHW event or by a paint exchange program)
or
Household Hazardous Waste (HHW) Collection Program - Fiscal Year 2019-2020
48. Did your local government operate a permanent HHW collection facility or temporary collection event? ❑ Yes ® No
If Yes, please respond to the following questions:
a. Was HHW collected at a permanent collection facility or temporary collection event? ❑ Permanent ❑ Temp. Event
b. How many days did the HHW collection program operate (number of days operated out of 365)?
c. Did your local government partner the HHW program or event with another local government? ❑ Yes ❑ No
Please list partner(s)
d. How many households/residences participated in your HHW collection program?
e. Did your program accept materials from VSQG (Very Small Quantity Generators) businesses? ❑ Yes ❑ No
If yes, please provide or estimate the amount of VSQG material collected:
f Provide the amount of materials collected by the HHW program for the fiscal year
g. List all the HHW disposal and HHW recycling contractors:
h. What is the fiscal year cost to operate the HHW collection program?
pounds
pounds
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 6 of 11

Yard waste may not be disposed in sanitary landfills, incinerators, or in unpermitted sites and it is illegal to burn. Do not include information
on food waste or non -vegetative materials in this section.
49. Does your local government operate a yard waste program? ® Yes ❑ No If yes please indicate how yard waste is managed by
checking all that apply: ® Collected curbside ❑ Collected at convenience center ❑ Received at yard waste, compost, or LCID facil.
50. Did a storm event significantly impact the amount of yard waste your government managed during FY 19-20? ® Yes ❑ No
51. What quantities of materials were managed by your yard waste program? Provide information in TONS OR CUBIC YARDS of
organic material (yard waste, brush, limbs, leaves, etc.) managed. For conversion purposes, use 400 lbs./cubic yd.
Destination
Check if
used
Tons
Cubic Yards
Facility Name and Location
End user (to farmer or home -owner)
❑
or
Your local government's mulch or compost facility
®
or
CRM arrow Road Facililty
Other public mulch or compost facility
❑
or
Private mulch or compost facility
❑
or
Land clearing and inert debris landfill (LCID)
❑
or
Energy / Fuel Use (e.g. boiler fuel market)
❑
or
Total
or
YARD WASTE MANAGEMENT FORMULA: if yard waste quantities are not tracked, you may use this formula below to help you
estimate yard waste volume. Calculate for each truck used in your yard waste management program, and then enter the grand total
volume managed by program in the appropriate boxes above. Ex. 10 cubic yard truck x 3 dayslwk x 16 wks = 480 cubic yards
X X = cubic yards
Size of Truck (in yards) Avg. no. of times truck fills each week # of weeks truck is used during year TOTAL
52. Please complete the following table about your government's solid waste (garbage) collection system.
Sector
Who Collects Solid Waste?
Insert Letter - see codes at right
How is Solid Waste Collected?
Insert # - see codes at right
Residential
Primary
a
Secondary
Primary
1
Secondary
Commercial
Primary
e
Secondary
a
Primary
4
Secondary
4
Industrial
Primary
e
Secondary
Primary
4
Secondary
Who Collects Solid Waste?
How is Solid Waste Collected?
a. Local government employees 1. Once a week at household
b. By Contract
2. Twice a week at household
c. Franchise haulers
3. Convenience center/greenbox
d. Local government not
4. As needed or by request
involved in provision of
5. Daily
service
6. Other
53. If you provide residential waste collection at single-family households in your jurisdiction, please answer the following questions:
What type of collection method is used? ® Fully Automated ® Semi -Automated ❑ Manual ❑ Don't know
What is the standard collection frequency? ® Weekly ❑ Two times per week ❑ Other
What is the typical service point for single family household waste? ® Curbside ❑ Back yard / Back door
What type of collection container is used? ® Government -provided carts ❑ Resident -provided container ❑ Bags
Do you offer bulky waste collection services? ® Yes ❑ No
54. For municipalities -did your government collect white goods at the curb? ® Yes ❑ No
If so, were white goods delivered to the county for marketing? ❑ Yes ® No
Solid '11'aste and Aecycling Educational
55. Did your local government have an education program to inform citizens specifically about solid waste management and / or recycling
issues / activities? ® Yes ❑ No (If No, skip to Part VII, page 8)
56. Please estimate your annual budget for solid waste related education and outreach activities: $
57. Does your community produce recycling education and outreach materials in languages besides English? ❑ Yes ® No
If YES, please list other languages used:
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 7 of 11

59. NC Solid Waste Disposal Tax proceeds are distributed to eligible local governments on a quarterly basis by the Department of Revenue.
According to GS 105-187.63 these funds must be used by a city or county solely for solid waste management programs and services.
Did your local government receive Solid Waste Disposal Tax distributions? ❑ Yes ❑ No
If yes, how are disposal tax distributions being used?
60. What other funding sources does your local government use?
® Tipping fees ❑ Volume/weight-based fees (e.g. PAYT) ❑ Tire tax
® Property taxes / general fund ❑ Sale of recyclables ❑ White Goods tax
® Per household charges ❑ Grants
61. If applicable, please provide your FY 19-20 household fees (follow example format):
ex: $ $75.00 per year per household for solid waste
a $ 10.75 per month per household for solid waste
b. $ 2.5 per month per household for recycling
c. $ per per for yard waste
d. $ per per for bulky waste
e. $ per per availability fee
f. $
per
per
total charge
62. Did your local government operate a Pay -As -You -Throw program for residential garbage during FY 19-20? (a system where residents
are charged a fee by weight or volume for the amount of trash they discard) ❑ Yes ® No
ccording to GS 130A-309.08, local governments require to conduct full cost ac ting annually , an
63. If your local government contracts for solid waste or recycling services:
Annual Contract Amount
Month/Year of Contract Expiration
Solid Waste Services Contract
$
Recycling Contract
$
OR: Combined Contract (solid waste & recycling)
$
64. Collection Programs: Please complete the following table to the best of your ability to display the full costs of your local government's
collection programs for waste, recyclables and yard waste including materials collected from convenience centers. If full cost analysis is
not available, please report orogram budlret in Total Cost column.
# of Households
served
Tons Collected
(enter Msw tons;
others autofilled)
Collection Cost
Disposal Cost
(tipping fees paid)
Total Cost
including
overhead
Cost Per Ton
Managed
(calculated by form)
Municipal Solid Waste*
22,638
73,885.67
3,031,785.03
2,819,721.61
5,851,506.64
79
Recycling Program**
22,638
2,361.51
241,896.37
157,622.75
399,519.12
169
Yard Waste Program
22,638
0
0
Totals (calculated by form):
76,247.18
3,273,681.4
2,977,344.36
6,251,025.76
81
*for materials collected and sent for eventual disposal in a Municipal Solid Waste or Construction and Demolition Landfill.
* *for materials collected by public recycling programs including those services offered to commercial and industrial generators. Do not include special waste services.
65. If your government operates a landfill, transfer station, yard waste /compost facility or recycling facility, please provide total budget for
facility operations (round to nearest dollar). If budgets for different facilities are combined, please attempt to allocate costs
proportionately. Landfill Budget: $
Transfer Station Budget: $ 455,505
Yard Waste / Compost Facility Budget: $
Recycling Facility Budget: $
66. What was your government's total combined annual budget for all solid waste and recycling services in 19-20? $6,838,792.98
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 8 of 11

Only Counties need to complete questions 67 through 85. Part VIII is applicable to NCGS Chapter 130A - Article 9, Part 2D, "Management
of Discarded White Goods" and Part 2B, "Scrap Tire Disposal Act. "Municipalities should skip to Part LV on page I I.
WHITE GOODS
67. Please provide contact information for the person responsible for the white goods program.
Name: Title:
Mailing Address: City: Zip:
Phone: Email:
68. Please provide the physical address of the primary County white goods collection site.
Physical Address:
69
GPS Coordinates (decimal degree system):
Please provide contact information and license number of the person(s) that removes refrigerants from white goods.
Name: Name:
Refrigerant Extraction License #: Refrigerant Extraction License #:
Mailing Address: Mailing Address:
Phone
Email:
Phone:
70. Provide the tunes and amounts of refrigerants removed from white eoods.
Type of Refrigerants Removed I Amount
Email:
71. Refrigerants maybe recycled or sent for destruction. Provide the business, method of disposal and amount earned / paid.
72.
73
Business Name and Phone Number Method of Disposal Amount Earned Amount Paid
Tons of white goods received:
Tons of white goods from cleanup activities:
Total Tons (also list in #44 on page 5):
NCDOR White Goods Disposal Tax Proceeds Distribution
Total (Aug, Nov, Feb and May)
Monies earned from the sale of white goods
Monies earned from the sale of extracted refrigerants
Monies from other sources
Total Revenue:
Reported in #44 on page 5? ❑ Yes ❑ No
74. The NCGS Management of Discarded White Goods requires that the white goods tax proceeds distributions be used for the management
of discarded white goods. Provide the amounts and types of expenditures the white goods tax proceeds distributions were used for:
Capital Improvements: $
Operating Costs: $
Cleanup of Illegal Disposal Sites: $
Other: $ describe:
Total Expenditures: $
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 9 of 11

SCRAP TIRES
75. Please provide contact information for the person responsible for the scrap tire program.
Name: Title:
76.
Mailing Address:
Phone:
Email:
City:
Please provide the physical address of the primary scrap tire collection site.
Physical Address:
GPS Coordinates (decimal degree system):
77. Scrap Tire Management Program - Tons Collected July 1, 2019 - June 30, 2020
Tons of scrap tires certified as originated in NC in the normal course of business
Tons of scrap tires from cleanup activities - costs reimbursed by DEQ
Tons of scrap tires from fees charged
Tons of scrap tires no fees charged - costs not reimbursed by DEQ
Total Tons:
78. Indicate the types of scrap tires received:
Passenger % Truck % Off -Road % Agricultural % Cleanup
79. ScraD Tire Management Program - Revenue Julv 1. 2019 - June 30. 2020
NCDOR Scrap Tire Disposal Tax Proceeds Distributions Total (Aug, Nov, Feb, May) $
Scrap Tire Disposal Account Fund Grants (if applicable: Jul and Jan) $
Scrap Tire Cleanup Reimbursements from DEQ: $
Scrap Tire charges: $
Total Revenue: $
80. ScraO Tire Management Program - Expenditures July 1. 2019 - June 30. 2020
Contract cost for disposal/processing (not including shipping):
Contract cost for shipping (not including disposal/processing):
Additional scrap tire management program costs:
Total Expenditures:
81. Scrap Tire Disposal/Processing Company
Company Name:
Mailing Address:
Physical Address:
Phone:
describe:
Email:
Zip:
Tons
Tons
Tons
Tons
Tons
% Out of State %
82. If scrap tires were not hauled off site for treatment or disposal in a tire monofill, were they cut and disposed of
in a MSW landfill? ❑ Yes ❑ No If yes, how many tons?
83.
Suggestions for scrap tire disposal tax
proceeds distribution alternatives:
Scrap tire management program
84. limitations, other than money:
MANAGEMENT OF ABANDONED MANUFACTURED HOMES BY COUNTIES
85. Has your county considered whether to implement a program for the management of abandoned manufactured homes? ❑ Yes ❑ No
If yes, has your county developed a written plan for the management of abandoned manufactured homes? ❑Yes ❑ No
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 10 of 11

TEMPORARY DISASTER DEBRIS STAGING SITES
86. Does your local government have a plan in place for management of disaster debris? ® Yes ❑ No
If yes, indicate if the plan is a stand-alone plan or in conjunction with local government agencies: ® Stand-alone ❑ In conjunction
87. If you indicated having a plan, has the plan been reviewed by N.C. Emergency Management or FEMA to ensure it meets the basic
requirements for public assistance reimbursement in a declared disaster event? ® Yes ❑ No
88. Please list the name, contact numbers(s), and e-mail address of the person(s) in charge of the disaster debris management program for
your local government:
Name: Brad Kerr Name: Tim Farmer Name:
Phone: [phone]
E-mail: [e-mail]
Phone: [phone]
Phone:
E-mail: [e-mail] E-mail:
89. Please list the temporary disaster debris staging sites in your county or municipality which have been reviewed for conflicts with the
Natural Heritage Program (NHP) and the State Historic Preservation Office (SHPO) through coordination with the Solid Waste Section.
Please note that the vetting of a site prior to a disaster is advantageous to local governments because a staging site which is found to have impacted federal or state
resources after a disaster may cause difficulty for local governments when attempting to obtain FEMA reimbursement. Attach extra sheets, if needed.
Disaster Site # Site Name Disaster Site # Site Name
90. Does your plan address the management of- ❑ Household hazardous waste ❑ Mass animal mortality
❑ Abandoned vessels ❑ White goods
91. Does your plan include coordination with NC DOT on clearing roads and waste in the right of way? ❑ Yes ❑ No
Use this section to elaborate on any info provided in your report as necessary. Have there been major changes to your recycling or solid waste
program since last year? Has your program been affected by COVID-19? Do you have new or updated ordinances that affect your programs?
You may submit additional sheets if needed.
CA: Q.17, households, taken from FY2018-19.
This form is to be submitted electronically. If you require assistance, please contact one of these NC DEACS staff members:
Sandy Skolochenko, email: [e-mail] phone: [phone]
Tara Nattress, email: [e-mail] phone [phone]
THIS FORM IS DUE SEPTEMBER 1, 2020 ti 4
The Division of Environmental Assistance and Customer Service Local Government Assistance Team is RECYCLEMQRE
ready to assist you in any way we can. Please visit https://deq.nc.gov/conservation/recyclin /lg ocal-
government-recycling-assistance or e-mail us at [e-mail]
2019-2020 Local Government Annual Report Report Due Date: September], 2020 Submit to: [e-mail] Page 11

REGULATIONS:
15A NCAC 13B .0400
EFFECTIVE 1/1/21

SUBCHAPTER 13B - SOLID WASTE MANAGEMENT
SECTION .0100 - GENERAL PROVISIONS
15A NCAC 13B .0101 DEFINITIONS
The definitions in Article 9 of Chapter 130A of the General Statutes and the following definitions shall apply
throughout this Subchapter, except for Section .1500 of this Subchapter:
(1) "Aerated static pile composting" means the process in which decomposing organic material is placed
in piles over an active aeration system that is used to supply oxygen and to control temperature for
the purpose of producing compost.
(2) "Agricultural waste" means waste materials produced from the raising of plants and animals,
including animal manures, bedding, plant stalks, hulls, and vegetable matter.
(3) "Airport" means public -use airport open to the public without prior permission and without
restrictions within the physical capacities of available facilities.
(4) "Anaerobic digestion" means the biological process in which microorganisms break down
biodegradable organic material in the absence of oxygen.
(5) "Backyard composting" means the on -site composting of yard waste and food residuals by the owner
or tenant of a residential property. The waste material is generated only onsite, and the resulting
compost is used only onsite or on the owner or tenant's property.
(6) "Backyard vermicomposting" means the on -site vermicomposting by the owner or tenant of a
residential property using organic material from the residential property with the product produced
used only onsite or on the owner or tenant's property.
(7) "Collection center" means a collection point for the temporary storage of solid waste for individual
residential households who choose to transport solid waste generated on their own property to a
facility owned or operated by a local government, rather than directly to a solid waste management
facility permitted in accordance with the rules of this Subchapter. Collection centers are also known
as "convenience centers" and "drop -off -centers," and are not transfer stations for the purpose of this
Subchapter. A person, business, or local government facility that collects materials for the purpose
of recycling, and does not collect any solid waste for the purpose of disposal, is not a collection
center for the purpose of this Subchapter. A collection center shall operate in accordance with Rule
.0208(a) of this Subchapter.
(8) "Compost" means a decomposed, humus -like organic matter, produced in an aerobic composting
process that is designed and monitored to ensure that the product is free from pathogens, toxins, or
materials harmful at the point of end use. Compost is suitable for use as a soil conditioner and may
have varying nutrient values.
(9) "Compost facility" means a solid waste facility established in accordance with Section .1400 of this
Subchapter that utilizes a controlled biological process of degrading non -hazardous solid waste. A
compost facility may include:
(a) materials processing and hauling equipment;
(b) structures to control drainage;
(c) structures to collect and treat leachate; and
(d) storage areas for the incoming waste, the final products, and residual materials.
(10) "Composting" means the biological decomposition of organic waste by naturally occurring bacteria
under an aerobic process that is designed and monitored to yield a stable, humus -like, pathogen -free
compost product.
(11) "Composting pad" means a surface, whether soil or manufactured, where the process of composting
takes place, and where raw and finished materials are stored.
(12) "Construction and demolition debris landfill" and "C&DLF" mean a sanitary landfill unit established
in accordance with Rules .0531 through .0546 of this Subchapter for the land disposal of C&D
waste.
(13) "Curing" means a continuation of the composting process after the high heat stage during which
compost stability and maturity continue to increase. Curing occurs after completing the process to
further reduce pathogens and the requirements for vector attraction reduction.
(14) "C&D waste" means solid waste generated solely from the construction, remodeling, repair, or
demolition operations on pavement and buildings or structures. C&D waste includes municipal and

industrial solid wastes that are identical to materials generated from the construction, remodeling,
repair, or demolition operations on pavement and buildings or structures.
(15) "Demolition landfill" means a sanitary landfill that was limited to receiving stumps, limbs, leaves,
concrete, brick, wood, uncontaminated earth or other solid wastes approved by the Division, which
either ceased operation or was converted to a land clearing and inert debris landfill (LCIDLF).
(16) "Digestate" means the organic material produced during the anaerobic digestion process. The
digestate is a wet mixture of solid and liquid that is rich in nutrients.
(17) "Division" means the Director of the Division of Waste Management or the Director's authorized
representative.
(18) "Erosion control measure, structure, or device" means physical devices constructed, and
management practices utilized, to control sedimentation and soil erosion such as silt fences,
sediment basins, check dams, channels, swales, energy dissipation pads, seeding, mulching, and
other similar items.
(19) "Explosive gas" means a landfill gas that will propagate a flame in air at 25 degrees Celsius and
atmospheric pressure, such as methane or hydrogen sulfide.
(20) "Floodplain", "base floodplain", "one -hundred -year floodplain", or "100-year floodplain" mean
"base floodplain" as defined in G.S. 143-215.52.
(21) "Foreign matter" means metals, glass, plastics, rubber, bones, and leather, but does not include sand,
grit, rocks, or other similar materials.
(22) "Hazardous waste" means the term as defined in G.S. 130A-290(a)(8). The term does not include
those solid wastes excluded from regulation pursuant to 40 CFR 261.4, incorporated by reference
in 15A NCAC 13A .0106. The term does include hazardous waste generated by very small quantity
generators as defined by 40 CFR 260.10, incorporated by reference in 15A NCAC 13A .0102(b).
(23) "Incineration" means the disposal of solid, semi -solid, or gaseous combustible wastes through a
burning process designed to create a waste gas emission that complies with 15A NCAC 02D and a
waste residue containing little or no combustible material; but is not open burning.
(24) "Incinerator" means a device designed to dispose of solid, semi -solid, or gaseous combustible wastes
by incineration.
(25) "Industrial process waste" means any solid, semi -solid, or liquid waste generated by a manufacturing
or processing plant that is a result of the manufacturing or processing process. This definition does
not include packaging materials associated with such activities.
(26) "Industrial solid waste" means the term as defined in G.S. 130A-290(a)(13b). Such waste may
include waste resulting from electric power generation, water treatment, and manufacturing
processes for the following:
(a) fertilizer/agricultural chemicals;
(b) food and related products or byproducts;
(c) inorganic chemicals;
(d) iron and steel;
(e) leather and leather products;
(f) nonferrous metals or foundries;
(g) organic chemicals;
(h) plastics and resins;
(i) pulp and paper;
0) rubber and miscellaneous plastic products;
(k) stone, glass, clay, and concrete products;
(1) textiles; and
(m) transportation equipment.
This term does not include mining waste or oil and gas waste.
(27) "Industrial solid waste landfill" and "ISWLF" mean a sanitary landfill unit established in accordance
with Rules .0503 through .0505 of this Subchapter for the disposal of industrial solid waste, or for
the exclusive disposal of scrap tires also known as a tire monofill.
(28) "Inert debris waste" means inert debris that consists solely of asphalt, cured concrete, brick, concrete
block, gravel, and rock. Inert debris waste shall not contain chemical adhesives or sealants, or lead -
based paint.

(29) "In -vessel composting" or "within -vessel" means the process in which decomposing organic
material is enclosed in a drum, silo, bin tunnel, or other container for the purpose of producing
compost under aerobic conditions.
(30) "Land clearing and inert debris landfill' or "LCIDLF" mean a landfill unit established in accordance
with Rules .0563 through .0567 of this Subchapter for the disposal of yard waste and inert debris
waste.
(31) "Land clearing waste" means land -clearing debris that consists solely of stumps, trees, limbs, brush,
grass, and other naturally occurring vegetative material.
(32) "Landfill gas" means a gas or mixture of gases generated by the decomposition of solid waste in a
landfill.
(33) "Licensed geologist" means the term as defined in G.S. 89E.
(34) "Licensed professional engineer" means "professional engineer" as defined in G.S. 89C.
(35) "Licensed professional land surveyor" means "professional land surveyor" as defined in G.S. 89C.
(36) "Licensed soil scientist" means the term as defined in G.S. 89F.
(37) "Lower explosive limit" means the lowest percent by volume of a mixture of explosive gases that
will propagate a flame in air at 25 degrees Celsius and atmospheric pressure.
(38) "Microbiological waste" means cultures and stocks of etiologic agents. The term includes cultures
of specimens from medical, pathological, pharmaceutical, research, commercial, and industrial
laboratories.
(39) "Mulch" means a material generated from the chipping or grinding of naturally occurring wood
waste such as tree stumps, limbs, and branches. Mulch shall not contain material generated from
engineered, treated, or manufactured wood waste such as creosote telephone poles or railroad ties;
laminated wood including flooring; painted, stained, or oiled wood; plywood; or composite boards
such as particle board, medium -density fiberboard (MDF), oriented strand board (OSB), or similar
products manufactured by binding or fixing the strands, particles, fibers, veneers, or boards of wood
together to form a composite material. Mulch may contain material generated from the chipping or
grinding of wooden pallets or skids only if the wood used in their construction is naturally occurring
and has not been engineered, treated, or manufactured.
(40) "Municipal solid waste landfill' and "MSWLF" mean a sanitary landfill unit established in
accordance with Section .1600 of this Subchapter for the disposal of municipal solid waste.
(41) "One -hundred -year flood", "100-year flood", or "base flood" means "base flood" as defined in G.S.
143-215.52.
(42) "Open burning" means the term as defined in 15A NCAC 02D .1902.
(43) "Pathogens" means organisms that are capable of producing infection or diseases, often found in
waste materials.
(44) 'Pathological waste" means the following wastes that are removed during surgery and autopsies:
human tissues, organs, body parts, secretions and excretions, and blood and body fluids. It also
includes the carcasses and body parts of animals that have been exposed to pathogens in research,
were used in the production of biologicals or in the in vivo testing of pharmaceuticals, or that died
of a known or suspected infectious disease.
(45) "Putrescible waste" and "putrescent" mean solid waste that is capable of or is generating odors and
gases from the process of decomposition by microorganisms. Putrescible waste or solid waste that
may become putrescent may include medical waste, kitchen and food waste, offal, and carcasses.
(46) "Regulated medical waste" means blood and body fluids in individual containers in volumes greater
than 20 milliliters, microbiological waste, and pathological waste that have not been treated pursuant
to Rule .1204 of this Subchapter.
(47) "Residues from agricultural products and processing" means solids, semi -solids, or liquid residues
from food and beverage processing and handling, silviculture, agriculture, and aquaculture
operations. The residues shall be non -toxic, non -hazardous, and shall contain no domestic
wastewater.
(48) 'Respondent" means the person against whom an administrative penalty has been assessed.
(49) "Sanitary landfill' means the term as defined in G.S. 130A-290(31). Landfills permitted in
accordance with Rules .0503 through .0505 and .0510; Rules .0531 through .0546; and Section
.1600 of this Subchapter are sanitary landfills. Land clearing and inert debris landfills are not
sanitary landfills.
(50) "Sediment" means the term as defined in G.S. 113A-52.

(51) "Septage management facility" means land, personnel, and equipment used in the management of
septage, including septage management firms as defined in G.S. 130A-290(a)(33), septage detention
and treatment facilities, and septage land application sites established in accordance with Rules
.0831 through .0846 of this Subchapter.
(52) "Silt" means sediment resulting from accelerated erosion that is settleable or removable by control
measures that are designed, constructed, and maintained and has been transported from its point of
origin within the site land -disturbing activity and has been deposited, or is in suspension in water.
(53) "Silviculture waste" means waste materials produced from the care and cultivation of forest trees,
including bark and woodchips.
(54) "Soil" means the unconsolidated mineral and organic material of the land surface. It consists of a
mixture of organic matter and of sand, silt, and clay minerals.
(55) "Solid waste collector" means any person who collects or transports solid waste by methods such as
highway, rail, and navigable waterway.
(56) "Solid waste generator" means any person who produces solid waste.
(57) "Spoiled food" means any food that has been removed from sale by the United States Department
of Agriculture, the N.C. Department of Agriculture and Consumer Services, or any other regulatory
agency having jurisdiction in determining that food is unfit for consumption.
(58) "Temporary debris storage and reduction site" means a site that complies with the requirements of
Rule .0208(b) of this Subchapter for the storage and processing of additional waste generated from
the following:
(a) an incident that caused a declaration of a state of emergency or disaster in accordance with
Chapter 166A, Article IA, Part 4 of the General Statutes to assist with local and State
recovery and compliance with the Robert T. Stafford Disaster Relief and Emergency
Assistance Act, Public Law 93-288, as amended; or
(b) a hurricane, tornado, severe storm, ice storm, or a 100-year flood event.
(59) "Transfer station" means a permanent structure with mechanical equipment established in
accordance with Section .0400 of this Subchapter that is used for the collection, consolidation, or
compaction of solid waste prior to the transportation of solid waste for final disposal.
(60) "Treatment and processing facility" means a facility established in accordance with Section .0300
of this Subchapter for the treatment and processing of solid waste prior to the transportation of solid
waste for final disposal or for utilization by reclaiming or recycling.
(61) "Vector" means a carrier, such as rodents, insects, and birds, that is capable of transmitting a
pathogen from one organism to another.
(62) "Vermicompost" means the product of the vermicomposting process that is a dark, fertile mixture
of decomposed organic waste, bedding material, and granular castings.
(63) "Vermicomposting" means the controlled and managed process by which live worms convert
organic materials into vermicompost.
(64) "Vermiculture" means raising of earthworms for the purpose of vermicomposting.
(65) "Water supply watershed" means an area from which water drains to a point or impoundment, and
the water is then used as a source for a public water supply.
(66) "Water table" means the term defined in 15A NCAC 02L .0102.
(67) "Windrow composting" means a process for compost production in which decomposing organic
materials are placed in piles and are turned or agitated to assure all parts of the decomposing material
meet the requirements of Section .1400 of this Subchapter for pathogen reduction and vector
attraction reduction.
(68) "Working face" means that portion of the solid waste disposal site where solid wastes are discharged,
spread, and compacted prior to the placement of cover material.
(69) "Yard waste" means land -clearing waste and yard trash.
History Note: Authority G.S. 130A-294;
Eff. April 1, 1982;
Amended Eff. August 1, 2008; October 1, 1995; January 4, 1993; December 1, 1991; February 1,
1991;
Readopted Eff. January 1, 2021.

15A NCAC 13B .0102 APPLICABILITY
(a) The management of solid waste is subject to Chapter 130A Article 1, Part 2, and Article 9 of the General Statutes,
as well as the rules of this Subchapter.
(b) The rules of this Subchapter shall not apply to the management of hazardous waste, with the exception of Rule
.0103(h) of this Section. 15A NCAC 13A contains requirements for hazardous waste management.
(c) The rules of this Section are applicable to the general management of solid waste by all persons in the State unless
exempted by Article 9 of Chapter 130A of the General Statutes or the rules of this Subchapter.
History Note: Authority G.S. 130A-294;
Eff. April 1, 1982;
Amended Eff. February 1, 1991; October 1, 1984;
Readopted Eff. January 1, 2021.

15A NCAC 13B .0103 GENERAL REQUIREMENTS
(a) All solid waste shall be stored, collected, transported, separated, processed, recycled, recovered, and disposed of
in a manner consistent with the requirements of the rules of this Subchapter. The Division is responsible for the
enforcement of the rules of this Subchapter.
(b) No solid waste containing radioactive material as defined in G.S. 104E-5 shall be collected and transported, stored,
treated, processed, disposed of, or reclaimed, except as authorized by a radioactive material license issued by the
Department of Health and Human Services, Division of Health Service Regulation, Radiation Protection Section.
(c) Solid waste shall be disposed of in accordance with Article 9 of Chapter 130A of the General Statutes and the
rules of this Subchapter. The disposal of solid waste shall be in accordance with the hierarchy of methods of managing
solid waste in G.S. 130A-309.04(a)(1) through (6).
(d) In addition to the requirements of G.S. 130A-309.10, hazardous waste, liquid waste as defined in Rule .0532 of
this Subchapter, and regulated medical waste are prohibited from disposal at a solid waste disposal site. The Division
may prohibit a waste stream of a particular type or from a particular source from being accepted at solid waste
management facilities or disposed of at a solid waste disposal site if the Division determines that the waste stream
contains an emerging contaminant or pathogen that may pose a risk to the environment or public health through the
management or disposal of such waste at a particular solid waste management facility. If the Division prohibits such
a waste stream, the Division shall notify all affected facilities in writing and shall post a notice on the Division's Solid
Waste Section website at https:Hdeq.nc.gov/about/divisions/waste-management/solid-waste-section no less than 48
hours prior to the effective date of the prohibition. The notice shall contain the type or source of the prohibited waste
stream, the reason for the prohibition, the effective date of the prohibition, and the ending date of the prohibition or a
statement that the prohibition shall be in effect until the Division removes the prohibition.
(e) No person shall dispose or cause the disposal of solid waste in or on waters in a manner that results in solid waste's
entering waters or being deposited upon lands of the State.
(f) Solid waste disposal sites including sanitary landfills, land clearing and inert debris landfills, and incinerators shall
comply with the same requirements as "new solid waste disposal facilities" provided in G.S. 143-215.54(c) in
accordance with the effective date of S.L. 2000-150, s. 5.
(g) All solid waste management facilities owned and operated by or on behalf of a local government shall have scales
and shall weigh all solid waste when it is received at the facility.
(h) When the Division assesses an administrative penalty for violations of Article 9 of Chapter 130A of the General
Statutes and the rules adopted thereunder, the penalty shall be assessed in accordance with G.S. 130A-22 and the
following assessment procedures:
(1) For all violations for which a penalty is assessed, a notice of the assessment shall be sent to the
respondent by US Postal Service registered or certified mail, or hand -delivered. The notice shall
describe the nature of the violation, state the amount of the penalty and the costs assessed in
accordance with G.S. 130A-220) ("investigative costs"), state when the penalty and investigative
costs are due, state that each day of a continuing violation will constitute a separate violation, and
advise the respondent of the right to appeal in accordance with G.S. 150B.
(2) After the notice has been issued, the respondent may request to settle the penalty assessment and
violations through informal procedures as set forth in G.S. 15013-22(a). The Division may reduce
the amount of the assessed penalty as a part of a settlement agreement resulting from the informal
procedure process.
(3) The assessed penalty and the investigative costs shall be due and payable within 60 days of receipt
of the notice issued in accordance with Subparagraph (1) of this Paragraph.
(4) The assessment of a penalty does not prevent the Division from also suspending or revoking a permit
in accordance with G.S. 130A-23.
History Note: Authority G.S. 130A-294,
Eff. April 1, 1982;
Temporary Amendment Eff. October 28, 1988, for a Period of 180 Days to Expire on April 26, 1989;
Amended Eff. October 1, 1995; January 4, 1993; February 1, 1991; September 1, 1990;
Readopted Eff. January 1, 2021.

15A NCAC 13B .0104 SOLID WASTE STORAGE
(a) The owner or occupant of any property, unless exempted from the rules of this Subchapter in accordance with
G.S. 130A-294(b), shall be responsible for the sanitary storage of all solid waste accumulated on the property.
(b) Unless another type of container is required by the unit of local government, garbage shall be stored in durable,
rust -resistant, nonabsorbent, watertight, rodent proof, and cleanable containers with a close -fitting cover that is
impervious to flies.
(c) Refuse shall be stored in durable containers that are consistent with the requirements of the unit of local
government.
(d) All solid waste shall be stored using safe and sanitary practices for the preservation of the public health and welfare
and the environment that prevents the generation of leachate, the attraction of vectors, the release of odors, and the
release of waste or leachate to the environment.
History Note: Authority G.S. 130A-294;
Eff April 1, 1982;
Amended Eff. February], 1988;
Readopted Eff January 1, 2021.

15A NCAC 13B .0105 COLLECTION AND TRANSPORTATION OF SOLID WASTE
(a) The solid waste collector shall be responsible for the collection and transportation of all solid waste to a solid
waste management facility that is permitted by the Division.
(b) The solid waste collector shall transport to a solid waste disposal site or solid waste management facility only
those solid wastes that are allowed by the site or facility permit.
(c) Vehicles or containers used for the collection of solid waste, and transportation by whatever means, including
highway, rail, and navigable waterway, shall be constructed, operated, and maintained to be leak resistant in order to
prevent the creation of a nuisance to public health from the escape of solid, semi -solid, or liquid waste. In order to
meet the requirement to be leak resistant, the owner or operator of the vehicle or container shall adhere to the following
standards:
(1) All surfaces that come in contact with waste shall be smooth and non -absorbent.
(2) All drain holes and valves shall be closed, plugged, or sealed.
(3) The vehicle or container shall be equipped with seals, gaskets, or other devices pursuant to
manufacturer specifications in order to prevent the escape of liquids. Such seals, gaskets, and other
devices shall be maintained and replaced pursuant to manufacturer specifications.
(4) The vehicle or container body, waste holding area, and hopper, if so equipped, shall be free of holes,
cracks, rusting, corrosion, or other evidence of damage or weakness that may allow the escape of
solid, semi -solid, or liquid waste.
(5) The waste holding area, including the hopper and around the packer blade, if so equipped, shall be
clear of debris to prevent vectors or the accumulation of litter.
(6) The vehicle or container shall be loaded, transported, operated, and maintained to prevent the escape
of solid, semi -solid, or liquid waste to the environment.
(7) The vehicle or container shall be serviced, repaired, and cleaned to preserve the integrity of the door
seal, to prevent the accumulation of mechanical fluids, dirt, leachate, and waste particulates on the
vehicle's exterior, and to prevent contamination of the environment by fluids.
History Note: Authority G.S. 130A-294(b); S.L. 2013-413;
Eff April 1, 1982;
Amended Eff. March 16, 2017; February 1, 1988;
Readopted Eff. January 1, 2021.

SECTION .0200 - PERMITS FOR SOLID WASTE MANAGEMENT FACILITIES
15A NCAC 13B .0201 PERMIT REQUIRED
(a) No person shall treat, process, store, or dispose of solid waste or arrange for the treatment, processing, storage, or
disposal of solid waste except at a solid waste management facility permitted by the Division for such activity, except
as provided in G.S. 130A-294(b).
(b) No person shall cause, suffer, allow, or permit the treatment, storage, processing, or disposal of solid waste upon
any real or personal property owned, operated, leased, or in any way controlled by that person without obtaining a
permit for a solid waste management facility from the Division authorizing such activity, except as provided in G.S.
130A-294(b).
(c) No solid waste management facility shall be established, operated, maintained, constructed, expanded, or modified
without a valid permit issued by the Division for the specified type of activity. It is the responsibility of every owner
or operator of a proposed solid waste management facility to apply for a permit for the facility. The term 'owner"
shall include record owners of the land where the facility is located or proposed to be located and holders of any
leasehold interest, however denominated, in any part of the land or structures where the facility is located or proposed
to be located.
(d) The solid waste management facility permit, except for permits authorizing LCIDLFs, septage management
facilities, or compost facilities, shall have two parts, as follows:
(1) A permit approval to construct a solid waste management facility or portion of a facility shall be
issued by the Division after site and construction plans have been approved by the Division and it
has been determined that the facility can be operated in accordance with Article 9 of Chapter 130A
and the applicable rules set forth in this Subchapter, and other applicable State, federal, and local
laws. An applicant shall not clear or grade land or commence construction for a solid waste
management facility or a portion thereof until a permit approval to construct has been issued.
(2) A permit approval to operate a solid waste management facility shall not be issued unless it has been
determined that the facility has been constructed in accordance with the construction plans, that any
pre -operation conditions of the permit to construct have been met, and that the permit has been
recorded, if applicable, in accordance with G.S. 130A-301.
(e) LCIDLFs, septage management facilities, and compost facilities may be issued a combined permit that includes
approval to construct and operate the facility.
(f) All solid waste management facilities shall be operated in conformity with the rules of this Subchapter and shall
utilize safe and sanitary practices for the preservation of the public health and welfare and the environment by
preventing the generation of leachate, the attraction of vectors, the release of odors, and the release of waste or leachate
to the environment.
(g) Disposal area boundaries for landfills permitted in accordance with Sections .0500 or .1600 of this Subchapter
shall be delineated with stationary markers affixed to the ground. The markers shall be of height and spacing so that
they are distinguishable from the surrounding landscape, and so that the adjacent markers are visible when standing
at a marker.
(h) The owner or operator shall notify the Department within 30 days of a significant change in accordance with G.S.
130A-295.2(g). The owner or operator shall submit an application to amend a permit for a change in ownership or
corporate structure of a permitted solid waste management facility. If the facility is required to establish financial
assurance pursuant to Section .1800 of this Subchapter, then the facility shall not be released from the requirement to
establish financial assurance until the Division has issued a permit to the new owner.
(i) Permits issued by the Division are subject to review by the Division to determine compliance with the rules of this
Subchapter. The Division shall provide written notice to a facility no less than 180 days prior to an unscheduled
review.
0) Solid waste management facilities permitted by the Division in accordance with this Subchapter are subject to
Article 1 Part 2 and Article 9 of Chapter 130A of the General Statutes, 15A NCAC 02C, 02L, 04, and the surface
water quality standards in 15A NCAC 02B. [Note this list is not comprehensive, and is provided for information only.]
History Note: Authority G.S. 130A-294;
Eff. April 1, 1982;
Amended Eff. January 4, 1993; February 1, 1991; March 1, 1988;
Temporary Amendment Eff.' May 19, 1993 to expire on October 91 1993 or until the permanent rule
becomes effective, whichever is sooner, -
Temporary Amendment Expired Eff. October 9, 1993;

15A NCAC 13B .0202 PERMIT APPLICATION
(a) Applications for permits required by Rule .0201 of this Section shall be submitted to the Department of
Environmental Quality, Division of Waste Management, Solid Waste Section, 1646 Mail Service Center, Raleigh,
North Carolina 27699-1646. Permit applications shall contain the following information:
(1) site and construction plans;
(2) an approval letter from the unit of local government having zoning authority over the area where
the facility is to be located stating that the proposed facility meets all of the requirements of the local
zoning ordinance, or that the site is not zoned;
(3) plans and specifications for solid waste management facilities shall be prepared and certified by a
licensed professional engineer if required by G.S. 89C, and is not under the purview of another
licensed professional such as a licensed professional land surveyor. Geological studies shall be
certified by a licensed geologist, if required by G.S. 89E, and is not under the purview of another
licensed profession such as a licensed soil scientist in accordance with G.S. 89F;
(4) any additional permit application information required to be submitted by the rules of this
Subchapter based on the type of facility proposed by the applicant; and
(5) other information that the Division may request in writing for the proposed facility, if it is necessary
to determine compliance with the requirements of this Subchapter.
(b) All applications for a permit approval to construct as set forth in Rule .0201(d)(1) of this Section shall also include
documentation necessary to determine compliance with G.S. 130A-295.2 and G.S. 130A-295.3, such as the following:
(1) cost estimates for financial assurance if the facility is subject to Section .1800 of this Subchapter;
(2) documentation that the Division may request to determine compliance with the requirements for
financial qualifications in accordance with G.S. 130A-295.2(d), if any;
(3) the environmental compliance history for the applicant as defined in G.S. 130A-295.3(a); and
(4) if the applicant is a business entity, an organizational chart showing the structure of the applicant as
defined in G.S. 130A-295.3(a)(i) through (iii).
(c) All applications for a permit approval to operate as set forth in Rule .0201(d)(2) of this Section shall also include
documentation necessary to determine compliance with G.S. 130A-295.2 and G.S. 130A-295.3, such as the following:
(1) updated cost estimates for financial assurance if the facility is subject to Section .1800 of this
Subchapter;
(2) the executed financial assurance mechanism if the facility is subject to Section .1800 of this
Subchapter;
(3) an updated environmental compliance history for the applicant as defined in G.S. 130A-295.3(a);
and
(4) if the applicant is a business entity, an updated organizational chart showing the structure of the
applicant as defined in G.S. 130A-295.3(a)(i) through (iii).
(d) When a permit applicant submits a complete application for a permit to the Division prior to the expiration date
of the existing permit for the facility, including the payment of an annual fee and permit application fee if required by
G.S. 130A-291.1 or 130A-295.8, the existing permit shall not expire until a decision on the permit application is made
by the Division.
History Note: Authority G.S. 130A-294;
Eff. April 1, 1982;
Amended Eff. January 4, 1993; February 1, 1991; September 1, 1990; August 1, 1988;
Readopted Eff. January 1, 2021.

15A NCAC 13B .0207 LIFE -OF -SITE PERMIT ISSUED FOR A SANITARY LANDFILL OR TRANSFER
STATION
(a) A transfer station permit issued in accordance with Section .0400 of this Subchapter, or a sanitary landfill permit
issued in accordance with Section .0500 of this Subchapter for industrial solid waste landfill facilities or construction
and demolition landfill facilities or Section .1600 of this Subchapter for municipal solid waste landfill facilities shall
be for the life -of -site as defined in G.S. 130A-294(a2).
(b) A permit application for a sanitary landfill for the life -of -site shall state the duration of the life -of -site in the site
development or facility plan prepared in accordance with Section .0500 or .1600 of this Subchapter; and shall show
the phases or progression of operation in periods of no less than five years and no greater than the life -of -site.
(c) A sanitary landfill that has an existing permit issued by the Division prior to July 1, 2016 shall be approved for a
permit for the life -of -site within 90 days of submittal of the following updated permit information:
(1) a specification of the duration of the life -of -site stated in the site development or facility plan;
(2) landfill capacity in years, projected for the life -of -site;
(3) average monthly disposal rates and estimated variances; and
(4) a copy of the local government franchise agreement or approving resolution for the life -of -site.
(d) Each phase within a permit for sanitary landfills shall be designed and constructed in accordance with Sections
.0500 or .1600 of this Subchapter. Site development plans shall show the phases or progression of construction and
operation in periods of no less than five years and no greater than the life -of -site as stated in the site development or
facility plan.
(e) A permit application for a transfer station for the life -of -site shall conform to the requirements of Section .0400
of this Subchapter. The duration of the life -of -site shall be stated in the site plan prepared in accordance with Section
.0400 of this Subchapter. The site plan shall be for the life -of -site.
(f) A transfer station that has an existing permit issued by the Division prior to July 1, 2016 shall be approved for a
life -of -site permit upon submittal of a written request for approval of a permit for the life of the site for the transfer
station. The duration of the life -of -site shall be stated in the request.
History Note: Authority G.S. 130A-294;
Eff. March 16, 2017;
Amended Eff January], 2021.

SECTION .0300 — TREATMENT AND PROCESSING FACILITIES
15A NCAC 13B .0301 SITING AND APPLICATION REQUIREMENTS
(a) A treatment and processing facility (site) shall meet the following siting requirements:
(1) Floodplain Restrictions: Any portions of the site property where storage or processing of solid waste
occurs shall not be located in the 100-year floodplain.
(2) Cultural Resources Restrictions: A site shall not damage or destroy a property of archaeological or
historical significance that has been listed on the National Register of Historic Places or included
on the Study List for the Register pursuant to 07 NCAC 04R .0206 and .0300, which are incorporated
by reference including subsequent amendments.
(3) State Nature and Historic Preserve Restrictions: The location, access, size, and operation of the site
shall not have an adverse impact on any component included in the State Nature and Historic
Preserve pursuant to G.S. 143-260.10.
(4) Endangered and Threatened Species Restrictions: A site shall not jeopardize the continued existence
of endangered or threatened species or result in the destruction or adverse modification of a critical
habitat, protected under the Federal Endangered Species Act of 1973, Public Law 93-205, as
amended.
(5) Clean Water Act Requirements: A site or site operations shall:
(A) not cause a discharge of pollutants into waters of the United States, including wetlands,
that violates any requirements of the Clean Water Act, including the National Pollutant
Discharge Elimination System (NPDES) requirements pursuant to Section 402 of the Clean
Water Act;
(B) comply with Section 404 of the Clean Water Act; and
(C) not cause the discharge of a nonpoint source of pollution to waters of the United States,
including wetlands, that violates any requirement of an area -wide or Statewide water
quality management plan that has been approved under Section 208 or 319 of the Clean
Water Act.
(6) Buffer Requirements: Unless otherwise stated in the site permit or local zoning requires larger
buffers, the waste handling, treatment, processing, and storage areas shall be:
(A) no less than 100 feet from supply wells;
(B) no less than 100 feet from property lines;
(C) no less than 50 feet from waters of the State as defined in G.S. 143-212, or wetlands as
defined in 40 CFR 232.2; and
(D) surrounded by an unused and cleared area of no less than 25 feet to allow access for fire or
emergency response vehicles.
(b) A permit applicant shall submit to the Division one electronic copy of a permit application, which shall contain
the plans described in Paragraphs (c) and (d) of this Rule.
(c) Site Plan. An application for a permit for a site shall contain a site plan that includes the following information:
(1) an aerial photograph, representative of existing conditions, at a scale of at least one inch equals 400
feet, showing the area within one quarter mile of the proposed site's boundaries with the following
identified:
(A) property lines of the entire property where the site will be located;
(B) waste treatment, processing, and storage areas;
(C) buffer areas and distances to wells, residences, wetlands and water bodies, and descriptions
of any buffer requirements by local government zoning regulations;
(D) existing land use and zoning;
(E) location of all private residences, commercial and industrial buildings, public or private
utilities, roads, and schools;
(F) on -site easements;
(G) location of potable wells and public water supplies;
(H) historic sites described in Subparagraph (a)(2) of this Rule;
(I) State nature and historic preserves described in Subparagraph (a)(3) of this Rule;
(.p the existing topography and features of the site including general surface water drainage
patterns and watersheds, 100-year floodplains, perennial and intermittent streams, rivers,
and lakes; and

(K) the classification of the surface water drainage from the site in accordance with 15A NCAC
02B .0300;
(2) a letter from the unit of government having zoning jurisdiction over the site that states that the
proposed use is allowed within any existing zoning and that any necessary zoning approval or permit
has been obtained, and that states the local zoning buffers that apply to the site; and
(3) letters from both the State Historic Preservation Office and the Natural Heritage Program within the
Department of Natural and Cultural Resources stating whether the proposed use of the site will
impact the historic sites described in Subparagraph (a)(2) of this Rule; State nature and historic
preserves described in Subparagraph (a)(3) of this Rule; or the endangered or threatened species
described in Subparagraph (a)(4) of this Rule located at the site.
(d) Operations Plan. An application for a permit for a site shall contain an operations plan that shall include the
following information:
(1) the type and quantity of wastes that will be accepted, the anticipated sources of the waste accepted,
and the intended destination of recyclables and waste removed from the site;
(2) the procedures for receiving, screening, processing, handling, salvaging, storage, treating, and
removal of waste and recovered materials, including the anticipated processing, treatment, and
storage times,
(3) procedures for handling recyclables, wastes banned from landfill disposal in accordance with G.S.
130A-309.10(f), and special wastes as defined in G.S. 130A-290(a)(40);
(4) the solid waste treatment, processing, and storage areas, and the buffer areas required by
Subparagraph (a)(6) of this Rule;
(5) the hours of operation, staffing, parking for visitors and employees, and traffic routing;
(6) methods for vector control, dust and odor control, drainage and erosion control, fire prevention, and
daily cleanup;
(7) record keeping procedures;
(8) a description of how the site will comply with the operational and closure requirements of Rule
.0302 of this Section;
(9) for sites that will accept, process, or recycle construction and demolition wastes, a description of
how the site will comply with 40 CFR 61, Subpart M, and G.S. 130A-444 through 452;
(10) a contingency plan that shall address planned operations in the event of loss of power, loss of
communications, storm surges, scale malfunctions, and scale software malfunctions; in the event
that the disposal site, haul route, or transfer equipment is not available; or during conditions
exceeding design parameters. The owner or operator of the site shall provide back-up equipment,
contact information to obtain the equipment, and plans to by-pass the site in case of equipment
breakdown. The contingency plan shall be kept updated on -site and shall include site -specific
emergency procedures and contact information in case of emergencies;
(11) additional information for activities or features that the owner or operator is proposing that are not
otherwise described in this Paragraph, or that the Division may request in writing if it is necessary
to determine compliance with the rules of this Subchapter;
(12) in addition to the information required in this Paragraph, sites that are proposing to accept scrap
tires shall also include the information required by Rule. 1106(d) of this Subchapter in the operations
plan, if it is not already required to be submitted by this Rule; and
(13) in addition to the information required in this Paragraph, sites that are proposing to accept medical
waste shall also include the information required by Rule .1204(b)(4) of this Subchapter in the
operations plan, if it is not already required to be submitted by this Rule.
(e) The Division shall review all permit applications in accordance with Rule .0203 of this Subchapter.
(f) Plans and documents submitted in the permit application in accordance with this Rule shall be incorporated into
the permit and the site shall comply with the permit in accordance with Rule .0203(d) of this Subchapter.
(g) Permits issued by the Division for treatment and processing facilities shall be valid for five years; and shall be
subject to the permit fees set forth in G.S. 130A-295.8.
(h) Modifications to the plans. The owner or operator may request to modify plans that were incorporated into the
permit by submitting a written request to the Division that includes the modified plan and a demonstration showing
how the proposed modifications comply with the rules of this Section. The Division shall respond to the request in
writing within the timeline provided in G.S. 130A-295.8(e); and the response shall either approve or deny the request
as submitted or request that additional information be submitted for the Division to consider the request. The Division's
approval shall be based on whether the modification complies with the rules of this Subchapter. If the Division

approves the request as submitted or upon receiving the additional information requested, the Division's written
approval and the revised pages of the plan shall be added to the site's operating record. The owner or operator shall
not implement the modification until the Division has issued an approval.
(i) Sites that received a permit from the Division prior to the readopted effective date of this Rule shall comply with
the rules of this Section with the following exceptions:
(1) buildings, structures, and waste handling areas constructed prior to the readopted effective date of
this Rule shall not be required to comply with Paragraph (a) of this Rule for the permitted operational
boundary of the site existing on the readopted effective date of this Rule, or any replacements or
modifications within that existing permitted operational boundary; and
(2) if a building, structure, or waste handling area was constructed prior to the readopted effective date
of this Rule, and is expanded beyond the existing permitted operational boundary after the readopted
effective date of this Rule, the permitted operational boundary that was existing on the readopted
effective date of this Rule shall not be required to comply with Paragraph (a) of this Rule, but the
expansion areas shall comply with these requirements.
0) Site buildings, structures, and waste handling areas that are exempt from the requirements of Paragraph (a) of this
Rule shall continue to comply with any siting and buffer requirements stated in their permit issued prior to the
readoption date of this Rule.
History Note: Authority G.S. 130A-294;
Eff. April 1, 1982;
Amended Eff. February 1, 1991;
Readopted Eff. January 1, 2021.

15A NCAC 13B .0302 OPERATIONAL AND CLOSURE REQUIREMENTS
(a) The owner or operator of a treatment and processing facility (site) shall maintain and operate the site in accordance
with the permit conditions and the plans incorporated into the permit in accordance with Rule .0301(f) of this Section,
and the following requirements:
(1) a site shall only accept wastes that it is permitted to receive;
(2) leachate shall be contained on -site or treated prior to discharge from the site. A National Pollutant
Discharge Elimination System (NPDES) permit may be required by the Department's Division of
Water Resources prior to discharge to surface waters;
(3) equipment for fire control shall be available;
(4) vector control measures shall be applied to control flies, rodents, and other insects or vermin;
(5) the owner or operator shall provide equipment to operate and maintain the site using safe and
sanitary practices for the preservation of the public health and welfare and the environment by
preventing the generation of leachate, the attraction of vectors, the release of odors, and the release
of waste or leachate to the environment;
(6) barrier methods such as fencing or diking shall be provided to confine material subject to be blown
by the wind within the site. At the conclusion of each day of operation, all windblown material
resulting from the operation shall be collected and disposed of or containerized by the owner or
operator;
(7) sites that are permitted by the Division to accept scrap tires shall also comply with Section .1100 of
this Subchapter;
(8) sites that are permitted by the Division to accept medical waste shall also comply with Section .1200
of this Subchapter;
(9) sites shall comply with 15A NCAC 02D, 02L, and the surface water quality standards in 15A NCAC
02B, as well as 15A NCAC 04;
(10) the owner or operator shall submit to the Division upon request any information or records required
to be kept under the conditions of the permit or the rules of this Section; and
(11) the owner or operator shall only conduct the solid waste management activities that the site is
permitted to conduct.
(b) When a site ceases the acceptance of waste, closure of the site shall comply with the following requirements:
(1) The owner or operator shall remove all waste from the site property and dispose of it at a facility
permitted by the Division to receive such waste no less than 120 days after the date the site ceased
the acceptance of waste.
(2) The owner or operator shall comply with the closure requirements specified in the permit issued by
the Division.
(3) For a site that accepts medical waste, the owner or operator shall also meet the requirements of
Section .1200 of this Subchapter.
(4) The owner or operator shall notify the Division in writing that the site has been closed in accordance
with this Rule.
(5) The Division shall conduct an inspection to determine compliance with Subparagraphs (1) through
(3) of this Paragraph.
(6) When a site has been closed in accordance with this Paragraph, the permit is terminated, and any
future solid waste management at the site shall require a new permit.
History Note: Authority G.S. 130A-294;
Eff. April 1, 1982;
Readopted Eff. January 1, 2021.

SECTION .0400 - TRANSFER STATIONS
15A NCAC 13B .0401 PURPOSE AND APPLICABILITY
(a) Owners or operators of transfer stations shall comply with applicable federal, State, and local laws, rules,
regulations, and ordinances, and shall comply with the rules of this Section as follows:
(1) Transfer stations that did not receive a permit to operate from the Division prior to the readopted
effective date of this Rule shall comply with the rules of this Section.
(2) Transfer stations that received a permit to operate from the Division prior to the readopted effective
date of this Rule shall comply with the rules of this Section with the following exceptions:
(A) buildings, structures, and waste handling areas constructed prior to the readopted effective
date of this Rule shall not be required to comply with Rule .0403(a), (b)(1), or (b)(2) of
this Section for the permitted operational boundary of the transfer station existing on the
readopted effective date of this Rule, or any replacements or modifications within that
existing permitted operational boundary; and
(B) if a building, structure, or waste handling area was constructed prior to the readopted
effective date of this Rule, and is expanded beyond the existing permitted operational
boundary of the transfer station after the readopted effective date of this Rule, the permitted
operational boundary that was existing on the readopted effective date of this Rule shall
not be required to comply with Rule .0403(a), (b)(1), or (b)(2) of this Section, but the
expansion areas shall comply with these requirements.
Transfer station buildings, structures, and waste handling areas that are exempt from the
requirements of Rule .0403(a), (b)(1), and (b)(2) of this Section by this Subparagraph shall continue
to comply with the comparable siting, buffer, and construction requirements stated in their permit
issued prior to the readopted effective date of this Rule.
(b) Transition period: Transfer stations that have an effective permit issued by the Division prior to the readopted
effective date of this Rule shall submit to the Division an assessment report demonstrating compliance with the
following conditions and the rules of this Section by no later than six months from the readopted effective date of this
Rule:
(1) The assessment report shall include an assessment of the status of the building, access roads,
parking, and leachate collection system of the current operations compared to the design of the site
as stated in the site permit, the plans incorporated into the permit by Rule .0404(d) of this Section,
and the rules of this Section. If required by G.S. 89C or G.S. 89E and not under the purview of
another licensed profession, the assessment report or parts thereof shall be prepared by a licensed
professional engineer or a licensed geologist.
(2) The assessment report shall contain recommendations for any actions necessary to comply with the
rules of this Section. The Division shall notify the owner or operator of the site in writing within 12
months of receipt of the report of any changes required to comply with the rules of this Section.
(3) The site shall complete the actions required to comply with the rules of this Section within three
years of receipt of the Division's notification of the required changes. The site may submit a request
to extend this deadline to the Division in writing. The request shall include the reasons for the request
and the anticipated date that the work will be completed. The Division shall approve an extension
of the deadline in writing if the Division determines that the scope of work needed to comply with
the rules of this Section cannot be completed in three years.
(c) Unless otherwise prohibited from accepting waste by local ordinance, transfer stations are not subject to service
area restrictions if the receiving disposal site permit includes the origin of waste as identified by franchise or local
government approval.
(d) Wastes entering the State via a transfer station are out-of-state waste to the point of disposal, regardless of any
further processing, recycling, or other reduction activity.
(e) The transportation of regulated medical waste shall not be subject to the rules of this Section, but shall comply
with Section .1200 of this Subchapter. Transfer stations that receive or transport solid waste by rail, roadway, or water
shall be subject to the rules of this Section.
History Note: Authority G.S. 130A-294;
Eff April 1, 1982;
Amended Eff. February 1, 1991;
Readopted Eff. January 1, 2021.

15A NCAC 13B .0402 GENERAL REQUIREMENTS
(a) The owner or operator of a transfer station (site) shall comply with the conditions of the permit issued by the
Division. In the event of noncompliance with the permit, the owner or operator shall minimize the release of waste,
leachate, or contaminants to the environment, and shall prevent adverse impacts to human health or the environment.
(b) The owner or operator shall submit to the Division upon written request any information or records required to be
kept under the conditions of the permit or the rules of this Section.
(c) In an enforcement action, necessity to halt or reduce the permitted activity to maintain compliance with the
conditions of the permit shall not be a defense. Notification of anticipated noncompliance does not stay any existing
permit condition.
(d) The owner or operator may submit an application for a permit amendment or modification in accordance with
G.S. 130A-294(a3). The filing of an application for a permit modification or amendment, or a notification of a
significant change in accordance with G.S. 130A-295.2(g), does not stay any existing permit condition.
(e) The Division shall deny an application for a permit for the reasons provided in G.S. 130A-294(a)(4)c. The Division
may suspend or revoke a permit in accordance with G.S. 130A-23. If the Division denies a permit application or
revokes or suspends a permit, the Division shall notify the owner or operator in writing of the reasons for the permit
action.
(f) If construction is not commenced within 18 months following the issuance date of the permit approval to construct,
or an amendment to the permit approval to construct, then the permit shall expire.
(g) The owner or operator shall operate and maintain all sites and related appurtenances that are installed or used by
the owner or operator to achieve compliance with the conditions of the permit, the plans incorporated in the permit in
accordance with Rule .0404(d) of this Section, and any documents referenced in the permit and the rules of this
Section.
(h) The site shall only conduct the solid waste management activities that the site is permitted to conduct. Construction
and operation of additional solid waste management activities at the site shall not impede site operations.
(i) Site permits issued by the Division in accordance with this Section shall be valid for the life -of -site operations in
accordance with Rule .0207 of this Subchapter, not to exceed 60 years from the date of the first permit issued for the
site.
0) Sites permitted under the rules of this Section shall be subject to the permit fees set forth in G.S. 130A-295.8.
(k) The owner or operator shall report to the Division verbally or in writing within 24 hours from the time the owner
or operator becomes aware of the circumstances of any release or discharge of leachate or contaminants outside the
leachate collection system or other containment component at the site.
History Note: Authority G.S. 130A-294;
Eff. April 1, 1982;
Readopted Eff. January 1, 2021.

15A NCAC 1311.0403 SITING AND DESIGN REQUIREMENTS
(a) A transfer station (site) shall meet the following siting requirements:
(1) Floodplain Restrictions: The portions of the site containing the buildings, leachate collection
systems, and any areas where storage or processing of solid waste occurs shall not be located in the
100-year floodplain.
(2) Cultural Resources Restrictions: A site shall not damage or destroy a property of archaeological or
historical significance that has been listed on the National Register of Historic Places or included
on the Study List for the Register pursuant to 07 NCAC 04R .0206 and .0300.
(3) State Nature and Historic Preserve Restrictions: The location, access, size, and operation of the site
shall not have an adverse impact on any component included in the State Nature and Historic
Preserve pursuant to G.S. 143-260.10.
(4) Endangered and Threatened Species Restrictions: A site shall not jeopardize the continued existence
of endangered or threatened species or result in the destruction or adverse modification of a critical
habitat, protected under the Federal Endangered Species Act of 1973, Public Law 93-205, as
amended.
(5) Clean Water Act Requirements: A site or site operations shall:
(A) not cause a discharge of pollutants into waters of the United States, including wetlands,
that violates any requirements of the Clean Water Act, including the National Pollutant
Discharge Elimination System (NPDES) requirements pursuant to Section 402 of the Clean
Water Act;
(B) comply with Section 404 of the Clean Water Act; and
(C) not cause the discharge of a nonpoint source of pollution to waters of the United States,
including wetlands, that violates any requirement of an area -wide or Statewide water
quality management plan that has been approved under Section 208 or 319 of the Clean
Water Act.
(6) Buffer Requirements: Unless otherwise stated in the site permit or local zoning requires larger
buffers, the waste loading, unloading, and storage areas at the site shall be:
(A) no less than 100 feet from supply wells;
(B) no less than 100 feet from property lines;
(C) no less than 50 feet from waters of the State as defined in G.S. 143-212, or wetlands as
defined in 40 CFR 232.2; and
(D) surrounded by an unused and cleared area of no less than 25 feet to allow access for fire or
emergency response vehicles.
(b) Sites shall meet the following design requirements:
(1) Sites shall be designed and constructed so that all solid waste receiving, handling, transfer, and
storage occurs on an impervious surface, such as concrete or asphalt, unless otherwise stated in the
site permit.
(2) Tipping floors shall be located within an enclosed building or covered area to prevent precipitation
from coming into contact with waste, and all waste shall be managed on the tipping floors unless
otherwise stated in the site permit. For the purpose of the rules of this Section, "tipping floor" means
the area where waste is offloaded from residential or commercial vehicles, and staged and
consolidated for transport to its intended disposal location.
(3) All recovered materials and recyclables stored at the site shall comply with G.S. 130A-309.05(c).
(4) The site shall be designed to operate within the capacity specified in the permit to accommodate
estimated waste volumes, and within schedules prescribed in the permit for removal of all waste
streams and materials permitted to be handled at the site. Other activities occurring at a site shall
not prohibit compliance with the operational requirements in Rule .0405 of this Section.
(5) A water supply shall be provided for cleaning site floors, walls, and equipment.
(6) Leachate, including wash water and process water, shall be collected and contained within the site's
collection and containment system described in the site permit.
(7) All vehicles and containers that contain solid waste shall be staged within the perimeter of a leachate
collection system or shall comply with Rule .0405(c) of this Section.
(8) Leachate collection and treatment systems shall be designed to facilitate the removal of leachate and
wastewater, and may include pipes, manholes, trenches, berms, collection sumps or basins, pumps,
risers, liners, and liner splices.

(9) The site design shall include barriers such as fencing and gates to prevent unauthorized entry and to
minimize the escape of windblown materials off site.
(10) In accordance with G.S. 130A-295.5, sites shall be designed and operated so that traffic congestion
from loading and unloading of collection and transportation vehicles is minimized beyond the site
entrance onto the public road, and beyond any egress ramp approved by the N.C. Department of
Transportation.
(11) An all-weather road that is accessible by the Division and loaded collection vehicles shall be
provided from the entrance gate to the unloading, receiving, and tipping areas.
(12) Storage areas for waste materials shall be designed to prevent potential fires from spreading outside
the storage area, to prevent vectors, and to prevent the escape of waste, leachate, odors, dust, and
litter from the site.
(13) If materials banned from landfill disposal in accordance with G.S. 130A-309.10(f) or recyclable
materials will be stored on site, the site design shall include a storage area for these materials that is
separate from the areas used for handling of waste meant for disposal.
(14) Sites shall be designed and operated to prevent the attraction of vectors.
(15) Sites shall be designed and operated to minimize the spread of odors and fugitive dust emissions
generated by solid waste over the property line to comply with 15A NCAC 02D .0540 and .1806.
(16) Sites shall be designed, operated, and maintained to direct surface water run-on and run-off to
prevent ponding or collection of surface water in waste handling and storage areas.
(17) Sites that intend to accept, process, or recycle construction and demolition wastes shall be designed
to comply with 40 CFR 61, Subpart M, and G.S. 130A-444 through 452.
History Note: Authority G.S. 130A-294;
Eff. January 1, 2021.

15A NCAC 13B .0404 APPLICATION REQUIREMENTS
(a) Applications for transfer station permits submitted in accordance with Paragraph (c) of this Rule shall be submitted
to the Division of Waste Management Solid Waste Section for review and approval prior to commencement of
construction or operation of a transfer station (site).
(b) Permit applications for transfer stations shall be subject to the permit application fees required by G.S.
130A-295.8.
(c) In accordance with Rule .0201 of this Subchapter, a permit for a transfer station shall have two parts:
(1) Permit Approval to Construct. An application for a permit approval to construct a transfer station
shall meet the requirements of Paragraphs (g) through (m) of this Rule and shall be submitted to the
Division prior to commencing construction of the site. A permit applicant shall submit to the
Division one electronic copy of a permit application, which shall contain the plans required in
Paragraphs (g) through 0) of this Rule.
(2) Permit Approval to Operate. The owner or operator shall meet the pre -operative requirements listed
in the permit approval to construct to qualify for a permit approval to operate. Construction
documentation as outlined in Paragraph (n) of this Rule shall be submitted to the Division prior to
receiving waste at the site. The site shall not begin receiving waste until a permit approval to operate
has been issued by the Division.
(d) Permits issued by the Division in accordance with this Section shall incorporate all plans approved by the Division
that are required to be submitted by Paragraphs (g) through 0) of this Rule, and a Corrective Action Plan if required
in accordance with Rule .0405(a)(2) of this Section.
(e) Amendment to the permit. The owner or operator shall submit an application to amend the permit for a change in
ownership or corporate structure of a permitted site. The owner or operator shall notify the Division within 30 days of
a change in ownership or corporate structure in accordance with G.S. 130A-295.2(g).
(f) Modifications to the plans. The owner or operator may request to modify plans that were incorporated into the
permit by submitting a written request to the Division that includes the modified plan and a demonstration showing
how the proposed modifications comply with the rules of this Section. The Division shall respond to the request in
writing within the timeline provided in G.S. 130A-295.8(e); and the response shall either approve or deny the request
as submitted or request that additional information be submitted for the Division to consider the request. The Division's
approval shall be based on whether the modification complies with the rules of this Subchapter. If the Division
approves the request as submitted or upon receiving the additional information requested, the Division's written
approval and the revised pages of the plan shall be added to the site's operating record. The owner or operator shall
not implement the modification until the Division has issued an approval.
(g) Site Plan. An application for a permit for a site shall contain a site plan that includes the following information:
(1) an aerial photograph, representative of existing conditions, at a scale of at least one inch equals 400
feet, showing the area within one quarter mile of the proposed site's boundaries with the following
identified:
(A) property lines of the entire property where the site will be located;
(B) existing land use and zoning;
(C) location of all private residences, commercial and industrial buildings, public or private
utilities, roads, and schools;
(D) on -site easements;
(E) location of potable wells and public water supplies;
(F) historic sites described in Rule .0403(a)(2) of this Section;
(G) State nature and historic preserves described in Rule .0403(a)(3) of this Section;
(H) the existing topography and features of the site including general surface water drainage
patterns and watersheds, 100-year floodplains, perennial and intermittent streams, rivers,
and lakes; and
(I) the classification of the surface water drainage from the site in accordance with 15A NCAC
02B .0300.
(2) a siting report demonstrating compliance with the siting criteria of Rule .0403(a) of this Section,
including a letter from the unit of government having zoning jurisdiction over the site that states
that the proposed use is allowed within any existing zoning and that any necessary zoning approval
or permit has been obtained, and that states the local zoning buffers that apply to the site.
(3) letters from both the State Historic Preservation Office and the Natural Heritage Program within the
Department of Natural and Cultural Resources stating whether the proposed use of the property will
impact the historic sites described in Rule .0403(a)(2) of this Section; State nature and historic

preserves described in Rule .0403(a)(3) of this Section; or the endangered or threatened species
described in Rule .0403(a)(4) of this Section located at the site.
(h) Construction Plan. An application for a permit for a site shall contain a construction plan that includes the
following items:
(1) Site construction drawings showing:
(A) existing and proposed contours;
(B) property boundaries;
(C) the location of barriers, fences, or other structures that control access to the site;
(D) buffer areas and distances to wells, residences, wetlands and water bodies, and descriptions
of any buffer requirements by local government zoning regulations;
(E) the water diversion, collection, conveyance, erosion and sedimentation control, treatment,
storage, and discharge facilities that will be used, such as drainage patterns and surface
water drainage control structures both within the area and at the site perimeter, including
berms, ditches, sedimentation basins, pumps, sumps, culverts, pipes, inlets, velocity
breaks, sodding, erosion matting, or other methods of erosion control;
(F) the solid waste storage, loading, and unloading areas, including the tipping floor;
(G) buildings and facilities that will be used in the operation, including their horizontal and
vertical dimensions;
(H) concrete foundations or pads and identification of all other ground cover for the site
operation;
(I) location of scales and weigh stations that will be used in the operation;
(J) a survey grid with base lines and monuments that will be used for field control;
(K) access roads and traffic flow patterns to and within the site;
(L) leachate collection, control, and treatment systems including pipes, manholes, trenches,
berms, collection sumps or basins, pumps, risers, liners, and liner splices; and
(M) materials management handling areas for sites that will manage pre-sorted recyclables and
any materials diverted from the incoming waste stream; and
(2) a description of how the site will comply with the design requirements of Rule .0403(b) of this
Section.
(i) Operations Plan. An application for a permit for a site shall contain an operations plan that shall include the
following information:
(1) the type and quantity of waste that will be accepted, the anticipated sources of the waste accepted,
the intended destination of waste removed from the site, and the intended destination of recovered
materials if any are proposed to be removed from the site;
(2) the procedures and anticipated processing and storage times for the activities that the site is
proposing to conduct, such as receiving, screening, processing, handling, salvaging, storage, and
removal of waste and recovered materials including recyclables, wastes banned from landfill
disposal in accordance with G.S. 130A-309.10(f), and special wastes as defined in G.S. 130A-
290(a)(40);
(3) the hours of operation, staffing, parking for visitors and employees, and traffic routing;
(4) methods for vector control, dust and odor control, drainage and erosion control, fire prevention, and
daily cleanup;
(5) record -keeping procedures;
(6) groundwater and surface water monitoring and corrective action, if required by the Division in
accordance with Rule .0405(a)(2) of this Section;
(7) a description of how the site will comply with the operational requirements of Rule .0405 of this
Section;
(8) for sites that will accept, process, or recycle construction and demolition wastes, a description of
how the site will comply with 40 CFR 61, Subpart M, and G.S. 130A-444 through 452;
(9) for sites designed with a leachate collection system, a leachate management plan that includes the
following information:
(A) the performance and design concepts for the leachate collection system and any storm
water segregation included in the engineering design;
(B) monitoring procedures for leachate storage tanks, if present;
(C) operational control methods to ensure that surface water is diverted from the operational
area, and the tipping floor is free of standing water; and

(D) a process to abandon or remove the leachate collection system upon closure of the site. The
Division may allow leachate collection systems to remain in place for future use if the
owner or operator provides documentation of measures taken to comply with the
requirements of this Section and to protect human health and safety and the environment,
such as capping or blocking of any discharge points or open-ended piping to prevent
unintended collection, storage, or discharge of leachate. The Division may also require
recordation and land use restrictions in accordance with Rule .0406(b)(4) of this Section;
(10) a contingency plan that shall address planned operations in the event of loss of power, loss of
communications, storm surges, scale malfunctions, and scale software malfunctions; in the event
that the disposal site, haul route, or transfer equipment is not available; or during conditions
exceeding design parameters. The owner or operator of a site shall provide back-up equipment, and
contact information to obtain the equipment, and plans to by-pass the site in case of equipment
breakdown. The contingency plan shall be kept updated on -site and shall include site -specific
emergency procedures and contact information in case of emergencies; and
(11) additional information for activities or features that the owner or operator is proposing that are not
otherwise described in this Paragraph, or that the Division may request in writing if it is necessary
to determine compliance with the rules of this Subchapter.
0) Closure Plan. An application for a permit for a site shall contain a closure plan that describes the steps necessary
to close the site at any point during the active life of the site in accordance with the requirements in Rule .0406 of this
Section. The closure plan shall include the following information:
(1) a description of all activities, including the removal of any remaining solid wastes or materials from
the site, activities required for the closure of the site, and abandonment of all on -site systems;
(2) a schedule for completing the closure activities as set forth in Rule .0406 of this Section;
(3) the cost estimate for closure and post -closure care activities; and
(4) a plan for retention of operating record and receipts including those from closure activities.
(k) Sites shall comply with financial responsibility requirements in accordance with G.S. 130A-295.2 and Section
.1800 of this Subchapter. If the Division requires the site to conduct post -closure care in accordance with Rule .0406(c)
of this Section, the site shall maintain financial assurance during the post -closure care period until released from post -
closure care by the Division.
(1) Owners or operators of sites are subject to the compliance history review requirements in G.S. 130A-295.3.
(m) Sites shall comply with the traffic study requirements in G.S. 130A-295.5.
(n) Following completion of construction but prior to commencing operations, the owner or operator shall submit to
the Division the as -built drawings and a final construction report that the site has been constructed in accordance with
the Division -approved drawings and specifications in the permit to construct. If required by G.S. 89C, these items
shall be certified by a licensed professional engineer.
History Note: Authority G.S. 130A-294;
Eff. January 1, 2021.

15A NCAC 13B .0405 OPERATIONAL REQUIREMENTS
(a) The owner or operator of a transfer station (site) shall maintain and operate the site in accordance with the
operations plan incorporated into the permit by Rule .0404(d) of this Section and the following conditions:
(1) Dust and Odor Control. Fugitive dust emissions generated by site operations shall comply with 15A
NCAC 02D .0540. The site shall comply with 15A NCAC 02D .1806 for odors.
(2) Groundwater and Surface Water Requirements. The site shall prevent the release of leachate and
contaminants to groundwater and surface water and shall not cause an exceedance of the
groundwater quality standards in 15A NCAC 02L or the surface water quality standards in 15A
NCAC 02B. In the event of a release of leachate or contaminants to the environment, the site shall
comply with 15A NCAC 02L.
(3) Fire Protection and Control.
(A) Open burning of solid waste is prohibited at all sites, unless approval has been obtained
from the Division, and from the Division of Air Quality in accordance with 15A NCAC
02D .1900, and from the local government prior to any burning activity.
(B) Hot ashes, cinders, and waste that is smoldering, smoking, or burning shall not be accepted
at a site. The waste screening procedures required in accordance with Subparagraph (8) of
this Paragraph and described in the operations plan shall address identification and
rejection of this waste.
(C) The operator of a site shall provide equipment on -site to control fires and make
arrangements with a local fire protection agency to provide fire -fighting services.
(D) The operator shall verbally notify the Division of fires that occur at a site within 24 hours
of the fire and shall submit a written report to the Division within 15 days of the fire. The
report shall include the site name and permit number; the date and time of the fire; actions
taken by the operator in response to the fire; the cause of the fire; the location and size of
the fire; the type and amount of waste that caught fire; a plan of action to prevent fires in
the future; the name and title of the person submitting the information; and the date the
information is submitted.
(4) Vector Control. Owners or operators of a site shall operate and maintain the site to prevent on -site
populations of vectors.
(5) Noise Control. Noise levels shall meet local ordinances if they exist. If local ordinances for noise
do not exist, noise levels for site operations, except fire and safety alarms, shall not exceed 85
decibels at the property line.
(6) Erosion and Sedimentation Control Requirements. The site shall comply with 15A NCAC 04, and
the owner or operator shall utilize erosion and sedimentation control measures that prevent sediment
from leaving the site and prevent on -site erosion.
(7) Training. During hours of operation, an operator trained in accordance with G.S. 130A-309.25 shall
be on -site. Sites shall provide all staff with no less than eight hours of training updates annually that
includes a review of the operations plan and permit documents. Documentation of the training shall
be placed in the operating record and provided to the Division upon written request.
(8) Waste Screening. Sites shall comply with the following waste screening requirements:
(A) Site personnel shall screen incoming loads weekly at a rate of no less than five percent of
the average daily waste tonnage reported in the site's annual report for the previous year.
Site personnel shall be trained annually to identify liquid waste, hazardous waste,
polychlorinated biphenyl (PCB) wastes, special wastes as defined in G.S. 130A-
290(a)(40), wastes banned from landfill disposal in accordance with G.S. 130A-309.10(f)
if the site receiving the waste for disposal is a landfill, and wastes that the intended final
disposal site is not permitted by the Division to accept. The screening shall be conducted
as described in the approved operations plan prepared in accordance with Rule .0404(i) of
this Section. Waste screening and rejected wastes shall be recorded in writing, and the
records shall be kept on site for no less than five years and shall be made available to the
Division during a site inspection or upon request.
(B) The owner or operator shall include in the operations plan a plan to manage any identified
hazardous and liquid wastes. The plan shall address identification, removal, storage, and
final disposal of the waste.
(9) Waste Acceptance: Sites shall not accept the following:

(A) hazardous waste unless the site is permitted by the Division in accordance with 15A NCAC
13A to receive such waste;
(B) polychlorinated biphenyl (PCB) wastes as defined in 40 CFR 761.3, which is incorporated
by reference, including subsequent amendments and editions, and may be accessed at
www.ecfr.gov at no cost;
(C) asbestos waste unless the waste is received and handled in compliance with the
requirements of 40 CFR 61.150, which is incorporated by reference, including subsequent
amendments and editions, and may be accessed at www.ecfr.gov at no cost. Bags shall be
no less than six mil thick and shall be labeled with the warning required by 40 CFR
61.150(a)(1)(iv) that they contain asbestos -containing materials. Sites shall provide notice
to the landfill facility receiving the asbestos waste prior to disposal;
(D) waste banned by G.S. 130A-309.10 at the disposal destination; and
(E) waste banned by local law or ordinance at the disposal destination.
(10) Windblown waste: Site staff shall conduct daily inspections for windblown waste on the site
property. Windblown litter from site operations discovered during the daily inspections or observed
on adjacent properties shall be picked up and containerized for disposal by the end of each operating
day, unless the landowner of the adjacent property denies access to site staff. The site shall prevent
waste from being blown outside the waste handling areas by the wind, using methods such as:
(A) requiring that vehicles entering and leaving the site keep waste covered;
(B) providing skirts, such as rubber belting or brushes, around the top of chutes to minimize
the space between the chute and the hauling trailer at sites with chutes and hoppers; or
(C) preventing waste from leaving the site using methods such as fencing, netting, or diking.
(11) Site Cleaning and Maintenance: Unless otherwise stated in the site permit, all waste shall be
removed from the tipping floor, the truck loading bays, and from behind push walls by the end of
each day of operation and disposed of in accordance with this Subchapter. The tipping floor, push
walls, and truck loading bays shall be cleaned with a pressure washer no less than once per month.
The remaining areas of the site building including side walls and any material storage areas outside
of the building shall be cleaned with a pressure washer no less than twice per year. Wash water
generated from cleaning waste handling areas shall be contained and treated as leachate. Cleaning
and maintenance records shall be maintained and made available to the Division upon written
request.
(b) Water that comes into contact with solid waste is leachate and shall be collected from the site for disposal to an
approved facility or discharged directly from the site into a sanitary sewer line. A National Pollutant Discharge
Elimination System (NPDES) permit may be required prior to the discharge of leachate to surface waters, as provided
by 40 CFR 258.26 and 258.27, which are incorporated by reference, including subsequent amendments and editions,
and may be accessed at www.ecfr.gov at no cost.
(c) All vehicles and containers being used for the temporary storage of solid waste shall be maintained to be leak -
resistant in accordance with Rule .0105 of this Subchapter, or shall be stored so that any leachate from the vehicles or
containers will be collected to prevent the release of leachate to the environment.
(d) Operating Record and Recordkeeping requirements. The owner or operator of a site shall retain an operating
record in electronic or hard copy format at the site, or in an alternative location stated in the permit. The records
required by Subparagraphs (1) and (2) of this Paragraph shall be maintained for no less than five years. The records
required by Subparagraphs (3) through (9) of this Paragraph shall be maintained for the life -of -site. The operating
record shall contain the following information:
(1) records of waste inspections, monitoring results, certifications of training, and training procedures
required by the rules of this Section;
(2) amounts by weight of solid waste received at the site including county and state of generation, in
accordance with G.S. 130A-309.09D;
(3) demonstrations, certifications, findings, monitoring, testing, or analytical data required by the rules
of this Section;
(4) closure or post -closure care monitoring, testing, or analytical data required by the rules of this
Section;
(5) cost estimates and financial assurance documentation required by Section .1800 of this Subchapter;
(6) site audit records, compliance records, maintenance records, and inspection reports;
(7) a copy of the current Permit to Construct and Permit to Operate;

(8) a copy of the plans that have been incorporated into the permit in accordance with Rule .0404(d) of
this Section; and
(9) a Corrective Action Plan, if required by 15A NCAC 02L .0106.
(e) Access requirements.
(1) Sites shall be secured to prevent unauthorized entry by means such as gates, chains, berms, or fences.
(2) An attendant shall always be on duty at the site while it is open for public use to ensure compliance
with operational requirements.
(3) The access roads shall be of all-weather construction and maintained to be accessible by loaded
collection vehicles and by the Division.
(4) Signs shall be posted at the site entrances unless otherwise stated in the site permit. The signs shall
be constructed of a durable, weather -resistant material. The signs shall be clear and legible to the
public. The signs shall state the name of the operator of the site, emergency contact information, the
operating hours of the site, the permit number of the current permit authorizing operations at the
site, the types of waste that can be accepted under the permit, and that hazardous waste and liquid
waste cannot be accepted at the site.
History Note: Authority G.S. 130A-294;
Eff. January 1, 2021.

15A NCAC 13B .0406 CLOSURE REQUIREMENTS
(a) The owner or operator of a transfer station (site) shall schedule and document closure of the site in accordance
with the following criteria:
(1) The owner or operator shall submit written notification of closure to the Division no less than 90
days prior to the proposed date of cessation of waste acceptance at the site.
(2) The owner or operator shall begin closure activities in Paragraph (b) of this Rule no later than 30
days after the date of the final receipt of waste at the site.
(3) The owner or operator shall complete closure activities in Paragraph (b) of this Rule within 180 days
after beginning the closure activities as specified in Subparagraph (2) of this Paragraph.
(4) When the requirements of Paragraph (b) have been met, the owner or operator shall notify the
Division in writing that the requirements have been met. The notification shall state how the
requirements were met and shall be placed in the operating record.
(5) A final inspection for closure shall be conducted by the Division to verify that the conditions of
closure in this Rule have been met.
(b) The owner or operator shall complete the following closure activities to close the site:
(1) The owner or operator shall remove all waste from the site in accordance with the requirements of
this Subchapter.
(2) Leachate collection systems, if present, shall be closed in accordance with the leachate management
plan incorporated into the permit by Rule .0404(d) of this Section.
(3) The owner or operator shall complete any closure activities stated in the closure plan incorporated
into the permit by Rule .0404(d) of this Section.
(4) If the site has been required by the Division to conduct a corrective action program following closure
of the site in accordance with this Rule, or elects to leave a leachate collection system or tank in
place for future use, the owner or operator shall submit to the Division a notice for the site property
that has been recorded at the county Register of Deeds office that meets the following criteria:
(A) The notice shall be discoverable during a title search for the site property deed.
(B) The notice shall be in accordance with G.S. 130A-3 10.71 (e) or G.S. 14313-279.10.
(C) The notice shall notify any potential purchaser of the property that the land has been used
as a solid waste management facility and its use may be restricted by the Division.
(c) If the Division requires groundwater or surface water monitoring or corrective action at the site in accordance
with Rule .0405(a)(2) of this Section, the monitoring and corrective action at the site shall continue in a post -closure
care period until the Division authorizes termination of corrective action at the site in accordance with 15A NCAC
02L .0106.
(d) The owner or operator may submit a written request to the Division after closure to remove the land -use restrictions
required by Subparagraph (b)(4) of this Rule. If the Division approves removal of the land -use restrictions, the
Division shall provide approval documentation to the landowner stating that the land -use restrictions at the site have
been removed, and the landowner may record the approval documentation with the county Register of Deeds. The
Division shall approve the removal of land -use restrictions if the following conditions are met:
(1) all post -closure care activities required by the rules of this Section have been completed;
(2) the Division authorizes termination of any corrective action program in accordance with 15A NCAC
02L .0106; and
(3) any leachate collection system has been removed.
History Note: Authority G.S. 130A-294;
Eff. January 1, 2021.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
MICHAEL SCOTT
Director
NORTH CAROLINA
Environmental Qualify
February 9, 2021
To: All Solid Waste Transfer Station Permittees
Digitally signed by
?T Edurard F,hWf5ler III,P,E
From: Ed Mussler, PE — Solid Waste Section Chief bb Dale:M21_02.09
0R45:11 4m,
Subject: Transfer Station Assessment Report in accordance with 15A NCAC 13B .0401
The rules governing Solid Waste Transfer Stations in 15A NCAC 13B Section .0400 have been readopted in
accordance with NC General Statute 1506-21.3A and became effective on January 1, 2021. This memo is to
provide information on a key element of the newly adopted rule, the self -assessment and reporting
requirement as part of the transition process for existing transfer stations codified in 15A NCAC 13B .0401(b).
What does 15A NCAC 13B .0401(b) require?
Rule .0401(b) states: "Transfer stations that have an effective permit issued by the Division prior to the
readopted effective date of this Rule shall submit to the Division an assessment report demonstrating
compliance with the following conditions and the rules of this Section by no later than six months from the
readopted effective date of this Rule:
(1) The assessment report shall include an assessment of the status of the building, access roads, parking, and
leachate collection system of the current operations compared to the design of the site as stated in the site
permit, the plans incorporated into the permit by Rule .0404(d) of this Section, and the rules of this Section. If
required by G.S. 89C or G.S. 89E and not under the purview of another licensed profession, the assessment
report or parts thereof shall be prepared by a licensed professional engineer or a licensed geologist.
(2) The assessment report shall contain recommendations for any actions necessary to comply with the rules
of this Section. The Division shall notify the owner or operator of the site in writing within 12 months of receipt
of the report of any changes required to comply with the rules of this Section.
(3) The site shall complete the actions required to comply with the rules of this Section within three years of
receipt of the Division's notification of the required changes. The site may submit a request to extend this
deadline to the Division in writing. The request shall include the reasons for the request and the anticipated
date that the work will be completed. The Division shall approve an extension of the deadline in writing if the
Division determines that the scope of work needed to comply with the rules of this Section cannot be
completed in three years."
MNr�.,vA..r�mrwrn�
North Carolina Department of Environmental Quality I Division of Waste Management
217 West Jones Street j 1646 Mail Service Center i Raleigh, North Carolina 27699-1646
919.707.8200

Compliance with the readopted rules includes the exceptions stated in Rule .0401(a) for existing facilities.
What is the deadline for submittal of the assessment report? June 30, 2021. The rule does not allow the
Division to extend or change this deadline.
Is the self -assessment itself considered a permit action and subject to review fees, etc?
No, this is not a permit action nor are permitting fees associated with this requirement. The assessment
report is a self -audit of the facility's core components and infrastructure in their current state of operation in
comparison to the original facility design and the approved permit documents, and the readopted rules. The
results of the report, which may contain recommendations for any action such as capital improvements
necessary to comply with the new rules, could require a future permit action or may be incorporated into the
permit at the time of another action.
Reports are expected to be site specific and the Solid Waste Section (SWS) understands that reports will differ
greatly statewide due to age and conditions at the facilities.
Does the assessment report have to be completed by a Professional Engineer or Geologist?
As stated in Rule .0401(b)(1), "If required by G.S. 89C or G.S. 89E and not under the purview of another licensed
profession, the assessment report or parts thereof shall be prepared by a licensed professional engineer or a
licensed geologist." This rule is not directly requiring the report be submitted by either licensed professional,
simply stating that if the laws governing professional licensing or the licensing boards established in those
laws require any portion of the work to be completed under their oversight, it is the facility's responsibility to
comply with the applicable statutes. The rule also does not require that the entire report be certified by a
licensed professional, but only those portions of the assessment that require the certification.
What happens after the assessment report is submitted?
Rule .0401(b)(2) states in part: "The Division shall notify the owner or operator of the site in writing within 12
months of receipt of the report of any changes required to comply with the rules of this Section." During this
timeframe, the SWS will review the reports for the current 95 permitted facilities across the state; and obtain
any clarification or additional information needed for the SWS to make a determination and provide a
response.
The SWS response will state whether the SWS agrees or disagrees with the recommendations in the report. If
the SWS determines that actions are required for compliance that were not listed in the report, the SWS
response will state the additional actions that are required. The SWS will enter into discussions with the facility
on a plan of action at that time. Rule .0401(b)(3) states that facilities have up to three years from the date of
the response letter for design, budgeting, and implementation of any changes necessary for compliance. The
rule also outlines a procedure for the facility to request an extension of this three-year deadline after they
have received the SWS notification of actions required.
-Fw
North Carolina Department ofEnvironmental Quality I Dlvision of Waste Management
217 West Janes Street 1 1646 Mail Service Center I Raleigh, North Carolina 27699-1646
919.707,8200

Where should the assessment reports be submitted?
Assessment reports should be submitted electronically to Sherri Stanley — Solid Waste Permitting Branch Head
at [e-mail].
Should you have any questions regarding this memo, please reach out directly to me at 919-707-8281 or
ed.mussier@ncdenr.l;ov, Sherri Stanley at 919-707-8235, or Jason Watkins, at 336-776-9674,
[e-mail].
North Carolina Department of Environmental Quaitty i Division of Waste Management
217 West Jones Street 1 1646 Mail Service Center i Raleigh, North Carolina 276991646
90.707.8200