6407_RockyMtCompost_permitrenewapplic_20230706

CONSULTING ENGINEERS, PA
July 3, 2023
Ms. Donna J. Wilson
Environmental Engineer
NCDEQ Division of Waste Management
Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699-1646
RE: Large Type I Compost Facility Permit Renewal
City of Rocky Mount
Nash County
6407-COMPOST-2018
Dear Ms. Wilson:
The City of Rocky Mount currently operates a Large Type 1 Solid Waste Compost Facility on Arrow Road
in Rocky Mount. Per permit condition, we are requesting a permit review per the updated facility plans
attached, prior to the 11/6/23 expiration. Included in this submittal package is a check for the review fee
and application report for a permit amendment.
Let us know if you have any questions or would like to discuss.
THANK YOU!
Respectfully,
Appian Consulting Engineers, PA
Ryan Joyner
[e-mail]
cc: David Revoir, P.E., Appian Engineers
Tim R. Farmer, MBA, City of Rocky Mount
P.O. Box 7966 • Rocky Mount, NC 27804 • [phone]
www.appianengineers.com - [e-mail]

PERMIT RENEWAL & OPERATION PLAN FOR
LARGE TYPE 1 COMPOST FACILITY
CITY OF ROCKY MOUNT
Arrow Road Solid Waste Compost Facility
Permit No. 6407-COMPOST-2018
Nash County, NC
JULY 2023
ACE JN: 23.001
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CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGI N EERS
COMPREHENSIVE ENVI RONMENTALSERVICES
P.O. Box 7966 • Rocky Mount, NC 27804
Phone: ( 252) 972-7703
Fax: ( 252) 972-7638
www.appianengineers.com

City of Rocky Mount Large Type 1 Compost Facility
TABLE OF CONTENTS
Permit Application
ction 1— General Information
Section 2 — Siting Requirements
Section 3 — Design & Operation Plan
Section 4 — Signature Page
5 — (not applicable)
Section 6 - Drawings
Aerial Photograph
6.2 Site Plan
6.3 Topography Map
Appendix
1.0 NCDEQ Large Type 1 Solid Waste Compost Facility Permit, 11/6/2018
1.1 NCnFn Insnartin
2.1 Parcel ID Maps from Nash County GIS
2.2 Legal Description/Deed; Parcel Map
2.3 Letter from City re: Zoning; Excerpt from City Zoning Map
��M�M Map
2.7 Soils Evaluation; Soils Map
3.7 Thermometer Calibration Guide LMM
3.9 Compost and Mulch Safety Sheet
3.12 Process Flow Diagram
3.19 Equipment Data
1&5 Let�e Departme
4.0 City Streets Dept Log/ Temperature Log (July 2021-June 2022)
4.1 iWal Report Form (blan
4.2 Section .1400 Solid Waste Compost Facilities Rules
Photos

City of Rocky Mount Large Type I Compost Facility
(9
ROCKY JI+LOUNT. NC
niE I:E4TER 0= it A .
APPLICATION & OPERATION PLAN
LARGE TYPE 1 COMPOST FACILITY
Last Revised 715123
The City of Rocky Mount currently operates a Large Type 1 Solid Waste Compost facility per 64-007-
COMPOST-2018. The City has been operating a compost facility at this location since Hurricane Floyd in
1999. In 2018, the City obtained a permit to expand their yard waste notification site (YWN-64-007) into
a large type 1 compost facility. The facility accepts tree limbs, branches, leaves, grass clippings, and
brush/shrubs from several departments within the City (not the general public), and processes the
material on -site. The finished product is then made available for use by the City and general public (at no
cost).
Operation and maintenance of the facility shall be in accordance with the Solid Waste Compost Rules, 15A
NCAC 13B .1400, et seq. This facility shall comply with all applicable requirements of the NCDEQ Division
of Waste Management (DWM) Solid Waste Section.
SITE INFORMATION:
LOCATION INFORMATION
Address:
394 Arrow Road
Town:
Rocky Mount
County:
Nash
State:
NC
Site Acreage:
14.45 a
Nash County PIN:
3821-201-1013,
3821-201-1013A
Deed Book/Page
1535/19;1503/421
Latitude/ Longitude:
35.976676,-77.890756
Appian Consulting Engineers, PA

City of Rocky Mount Large Type I Compost Facility
APPLICANT/OWNER
Applicant/Owner:
City of Rocky Mount
Address:
331 South Franklin Street
Rocky Mount, NC 27801
Primary Contact:
Tim R. Farmer, MBA
Title:
Operations Manager
Public Works Department
Telephone:
252.972.1294
Email:
[e-mail]
1. PROPERTY MAP
Provided in Appendix. Two City -owned parcels comprise the yard waste compost facility, which the
City began in 1999 after Hurricane Floyd.
2. LEGAL DESCRIPTION
Deed provided in Appendix.
3. ZONING
The property and adjacent properties are zoned industrial (1-2), which allows a facility of this nature.
Adjoining properties are mostly used for agriculture. The property to the south is residential. See
letter from City of Rocky Mount Planning confirming that the siting of the facility will be in
conformance with all zoning and local laws, regulations, and ordinances.
4. FLOODPLAIN
As shown on FEMA MAP 3720.3821.00K, effective 6/18/13, there are no flood hazard areas on the
property (the nearest floodplain is located more than 2,000 feet to the north, on the opposite side of
US Hwy 64). The operation will not restrict the flow of the 100-year flood, reduce temporary water
storage capacity of the floodplain, or results in washout of solid waste so as to pose a hazard to human
life, wildlife, or land or water resources. See map in Appendix.
5. WETLANDS
No wetlands exist on the site.
6. CLOSED -OUT DISPOSAL AREA
This site is NOT located over a closed out disposal area. Before the City acquired the property in 1999,
the site was used for farming.
7. SOILANALYSIS
John R. Davis, LSS, of Soil Horizons, recently completed a soil study of the existing soils at the site. The
existing composting pad is comprised of a sandy clay loam mixture. The seasonal high water table
(SHWT) is approximately more than two (2) feet below existing grade. See report in appendix.
Appian Consulting Engineers, PA

City of Rocky Mount Large Type I Compost Facility
1. ACREAGE
The total property consists of 14.45 acres, though the actual compost area (unloading areas,
mixing/processing areas, composting and curing areas and feedstock storage areas) is approximately
nine (9) acres. The City does NOT plan to expand the footprint of the existing facility.
The City also uses the property to stockpile fill dirt, stone, rip rap, RCP, HDPE pipe, etc., for use on
various City projects. A stockpile of street sweeping debris (sediment, small stones, etc.) is near
western perimeter of the site.
2. FEEDSTOCK TYPE
This facility receives yard waste and woody debris from several departments of the City of Rocky
Mount. The material received includes branches, tree limbs, grass, leaves, brush/shrubs and other
yard trimmings. City of Rocky Mount Divisions of Environmental Services, Streets, Water & Sewer,
Parks & Recreation and Electricity use this facility.
No material is received from the general public. However, the finished product is used by the City and
made available (at no cost) to the general product for pickup every Friday and the first Saturday of
each month (not including holidays) from 8:00 am to 3:30 pm (April - October).
3. ESTIMATED VOLUME
The following chart summarizes the historical seasonal variations in material received:
Y YARD WASTE RECEIVED 2018-2023
7/18 to 6/19
539
4,469
2,630
826
8,464
7/19 to 6/20
562
3,053
2,071
1,991
7,766
7/20 to 6/21
1,419
2,668
1,072
1,157
6,316
7/21 to 6/22
7/22 to 6/23
AVERAGE
871
3,220
1,322
2,305
8,921
4,283
1,088
6,181
2,826
661
1,517
4,927
20,271
9,549
In addition, the following chart summarizes the historical seasonal variation in material removed from
the facility by the City and general public:
QUARTERLY YARD WASTE REMOVED 2018-2023
7/18 to 6/19
1,555
573
0
2,076
4,204
7/19 to 6/20
1.270
415
0
1,927
3,612
7/20 to 6/21
1,313
1,505
159
2,360
5,337
7/21 to 6/22
3,594
2,427
1,561
3,466
11,048
7/22 to 6/23
1,811
2,609
4,411
6,095
14,926
AVERAGE
1,908
7,529
1,226
3,185
7,825
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City of Rocky Mount Large Type I Compost Facility
4. ESTIMATED DESIGN CAPACITY:
Based on the geometry of the site and accounting for staging areas, existing site features, access roads
and perimeter buffers, the following can be estimated related to the design capacity of this site:
SITE CHARACTERISTICS AS OF
Misc. Stockpiles (stone, dirt, RCP, etc.)
1.5 ac±
Staging Areas
1 ac±
Perimeter Buffer
3.5 ac±
CRM Sweeper Stockpile
_
0.6 ac±
Processing Area
7.5 ac total±
• Mulch (east)
• 4.5 ac±
• Compost (west)
• 3 ac±
Under normal operating conditions, this facility has the capacity to process approximately
100,000 cy per year of yard waste, trees, limbs, grass clippings and leaves*.
*Notes:
a. Assumes windrows at 6' h x 12' wide x variable length
b. Actual volume of windrows will vary with windrowshape
c. To allow the maximum number of windrows, form the windrows in pairs spaced 5 feet apart. The aisle
between the pairs must be wide enough to accommodate the front-end loader, approximately 15 feet.
The design capacity shown is calculated on this premise.
d. The Morbark 1100 Tub Grinder has an approximate capacity of 24 tons/hr (96 cy/hr) using a 2"grate.
5. COMPOST METHOD
As described below, the facility is designed to be used as a windrow composting area. Finished product
is compost and mulch.
6. METHODS FOR GRINDING, MIXING, PROPORTIONING
Yard waste received is placed into a tub grinder that grinds the materials into small (less than 2" in
size), relatively uniform particles. The various types of yard waste will be mixed going into the grinder
to help prepare a uniform product and avoid large clumps of similar type of yard waste. The small,
uniform, mixed material decomposes more rapidly and uniformly, generating a higher quality product.
The ideal carbon to nitrogen (C:N) ratio is approximately 30:1 for compost (to facilitate aerobic
decomposition), with a final mix moisture content of 50-60% and enough pile porosity to maintain a
minimum oxygen content of 5% or greater. Mixing leaves with high nitrogen waste, such as grass
clippings (1 part grass to 3 parts leaves), will accelerate the decomposition process. Brush and woody
materials (which have a very high C:N ratio) are processed separately into mulch.
[Source: NC Composting Council]
Grass Clippings
15-25:1
Vegetable Scraps*
15-20:1
Coffee Grounds*
20:1
Cow Manure*
15-25:1
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City of Rocky Mount Large Type I Compost Facility
CarbonHigh
Leaves/ Foliage 30-80:1
Straw 40-100:1
Wood Chips/ Sawdust 100-500:1
Newspaper/ Cardboard* 560:1
*Not accepted at this compost facility
[Source: NCSU CES: Composting to Reduce the Waste Stream: A Guide to Small —Scale Food and Yard Waste
Composting. Northeast Regional Agricultural Engineering Service, Cooperative Extension, #43. 1993.]
7. TEMPERATURE MONITORING:
Compost process piles are maintained and measured in the compost piles at or above 1310 F (550 C)
for three (3) consecutive days and aerated to maintain elevated temperatures [0.1406(10)].
City staff monitors temperature using a thermometer with a 36-inch stainless steel probe and a range
of 0°F to 200°F manufactured by REOTEMP. When not in use, the thermometer is placed in a PVC case
to prevent damage and stored in the office of the compost facility manager.The thermometer is
calibrated at least once per year onsite using the ice water method (see appendix).
The temperature is taken at three points along the final mulch windrow at approximately 50 feet from
either end and in the middle. The depth of each point is approximately 3 feet, or at the center of the
pile (DWM requires probe depth of at least 2 to 3 feet). The three temperatures are averaged to
determine the temperature of the windrow. All three temperatures must be above 131OF to count
toward the requirement for three consecutive days. Records of temperatures are maintained by the
compost facility manager.
Monitoring of the windrow temperatures is conducted as required to verify that requirements are
met. The temperature in the compost pile should be between 100°F and 140°F. When internal
temperatures are at least 1310 F (550 C) for three (3) consecutive days, the pile has met the pathogen
reduction requirement and windrows are allowed to continue to cure on site. No additional material
is added to the windrows that have met this requirement.
In accordance with US Composting Council recommendations, the City acquires weekly temperature
readings on all compost and mulch piles for fire prevention.
The internal temperature of the windrows should be kept in the temperature range of 110°F to 160°F
until breakdown is nearly complete. By turning the piles as soon as the center reaches a temperature
of 140°F, a high rate of microbial activity is assured throughout the pile.
8. AERATION
As described below, aeration is provided by frequent turning of the windrows for composting and
curing piles. A front end loader lifts the material in the bucket and allows the material to cascade
down to facilitate aeration. A Vermeer row turner is currently onsite but seldom used due to its small
size.
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City of Rocky Mount Large Type I Compost Facility
After initial formation, the windrows are allowed to process until they are turned every 6 to 8 weeks
or as needed. If a large percentage of grass is being composted in a particular batch, additional turning
may be needed to prevent odors during the first few weeks of composting. A stabilizing of
temperature at a low level will indicate the end of the composting process.
The windrows are turned and mixed regularly to rotate the materials from the outside of the pile to
the inside. Turning the windrows replaces the oxygen depleted in the center of the pile, helps maintain
the temperature in the windrow, and provides a control mechanism for moisture content. More
frequent turning speeds the decomposition process and mitigates any potential odors. Moisture is
added by turning the windrows in the rain.
9. COMPOST PROCESS
A. COLLECTION:
The City of Rocky Mount Streets Stormwater Division collects loose leaves during the months
of November, December, March and April. The Environmental Services Division collects yard
waste as requested. The City does not collect tree and shrub trimmings from work performed
by a paid contractor or from land clearing, landscaping or large improvement projects
involving large or multiple tree removal.
Screening begins with the collection crews. The City requires that all leaves, grass clippings,
shrubbery and small limbs be placed in a raked pile, transparent bag or other acceptable
container. The bag or container must be left with the top untied so that the driver may inspect
and confirm that it is yard waste only and does not contain trash, bottles, cans, and other
unacceptable debris. Collection crews will not collect loose leaves if these items are present.
The City does not collect from wheelbarrows, drums, sheets, oversize bags or tarps. The City
does not collect from vacant lots, abandoned structures, commercial establishments or
multifamily locations serviced by dumpsters.
B. PREPROCESSING: Each truckload of raw material received by collection or from other City
departments is recorded in the notebook log located near the facility entrance. Materials are
dumped in the staging area and each load is inspected to assure that only authorized materials
are admitted. Unacceptable and reject waste is placed in the onsite dumpster and disposed
at the City's landfill.
C. LEAVES & GRASS CLIPPINGS (WEST SIDE)
Truckloads of just leaves are immediately formed into windrows with the front-end loader on
the west side of the access road. Grass clippings and other wastes with low carbon- nitrogen
(C:N) ratios are incorporated into windrows prior to the waste starting to compost (heat) or
generate odors, typically within three (3) days from receipt.
Yard waste is processed into mulch (described in #12 below).
The processed material is then immediately taken from the tub grinder and composted into
windrows (as described in item #11). Windrows are turned for aeration every 6 to 8 weeks or
as needed.
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City of Rocky Mount Large Type I Compost Facility
D. COMPOSTING & CURING
Compost windrows are visually monitored during the composting process and when
decomposition and discoloration is recognized, the piles are checked for internal
temperature. When internal temperatures are at least 131' F (55' C) for three (3) consecutive
days (in approximately 6 to 8 months), the pile has met the pathogen reduction requirement.
The windrow is then moved north toward the finished product stockpile (Pile #2 or Pile #3)
where it is allowed to continue to cure.
E. DISTRIBUTION
The finished product is made available to the public for pick-up or is used by the City for
various departmental projects to be used as a soil additive. The information sheet provided
to the end -user is included in the Appendix.
10. MULCHING PROCESS
A. COLLECTION, RECEIVING & PREPROCESSING:
The City of Rocky Mount Streets Environmental Services Division collects yard waste (shrubs,
branches and limbs) as requested. Each truckload of raw yard waste material received by
collection or from other City departments is recorded in the notebook log located near the
facility entrance. Materials are dumped in the staging area and each load is inspected to
assure that only authorized materials are admitted.
B. YARD WASTE (BRANCHES & LIMBS) (EASTSIDE)
Yard waste is placed into the tub grinder and mechanically processed into small (less than 2-
inches), relatively uniform particles. The yard waste consists of mostly shrubs, branches and
limbs but also includes branches with leaves intact and some grass clippings. The processed
material is then immediately taken from the tub grinder and placed into stockpiles.
C. MULCH STORAGE
The mulch is stockpiled in rows and piles, and visually inspected for temperature throughout
the year. If the mulch is hot or steam is coming from the pile, the mulch will be turned using
a front-end loader. When the stockpiles are visually decomposed (approximately 6 to 8
months), the mulch is moved to Pile #1. Temperature is regularly obtained from Pile #1 to
ensure that it is not too hot (ie, >1600F).
D. DISTRIBUTION
The finished product is made available to the public for pick-up or is used by the City for
various departmental projects. The information sheet provided to the end -user is included in
the Appendix.
Per .1407(d)3,
Compost or mulch that is produced at a Type 1 facility and that contains minimal
pathogenic organisms, is free from offensive odor, and contains no sharp particles that
would cause injury to persons handling the compost, shall have unrestricted applications
and distributions if directions are provided with the compost product.
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City of Rocky Mount Large Type I Compost Facility
11. STORAGE PILES/ WINDROWS
A. After grinding, compost material and yard waste is placed into long, uniform, convex windrow
piles. Windrows are typically 8 feet high and 20 feet wide at the base with varying length as
material is received and processed. No windrows are within the 50 feet of the property line.
B. Adequate height and width are important to sustain optimum temperature and moisture
levels for rapid decomposition. Windrows are spaced adequately (approx. 15 feet apart) to
allow processing equipment easy access to regularly turn the material, and to provide
vehicular access in the event of a fire. NC DWM requires that windrows be no larger than 50
feet wide and 30 feet high. In addition, a minimum distance of 25 feet between compost areas
and swales or perimeter berms is required to allow for adequate access for firefighting
equipment [.1404(a)(9)].
12. PROCESS FLOW DIAGRAM:
A process flow diagram is provided in the appendix. As described in Item #19, manufacturer's
performance data for all facility equipment is provided in the appendix.
A site plan is also provided in the appendix.
13. SURFACE WATER CONTROLS
This facility shall be operated in such a manner that erosion and runoff from the site shall be
controlled. Any leachate generated at the facility and any runoff from the facility shall be managed in
such a matter that ground or surface water will not be adversely affected. The facility shall be
maintained to prevent accumulation of stormwater or leachate on travel areas or active composting
sites.
As shown on the site plan, stormwater control has been established through the use of perimeter
berms, drainage ditches and sediment basins. The center of the site is the high point from which runoff
drains to the perimeter. The site is graded to prevent ponding of water and divert surface water away
from operational, compost curing and storage areas. There was no visible standing water or low-lying
areas during the site inspection. According to City staff, there are no reports of stormwater problems
at the facility.
A. Surface water is collected in either sediment basin (in the northwest corner or southeast
corner). Water discharged from the sediment basins sheet drain through wooded areas on
adjacent properties.
Basin #1 sheet drains through a wooded buffer into unnamed tributary to Stoney
Creek that meanders through the adjacent site to the south. The ditch crosses Arrow
Road and then drains to a series of ponds to the east before joining Stony creek, which
flows to the Tar River.
ii. Basin #2 sheet drains through wooded areas to the north and eventually into apond
and unnamed tributary to Stony Creek, which flows to the TarRiver.
Appian Consulting Engineers, PA

City of Rocky Mount Large Type I Compost Facility
B. The sediment basins are regularly monitored and maintained by City staff asfollows:
Inspect basin at least weekly and after each significant (1/2 inch or greater) rainfall
event and repair immediately. Remove sediment and restore original volume when
sediment accumulates to about one foot in depth. Sediment should be placed above
the basin and adequately stabilized.
ii. Check the embankment, spillways, and outlet for erosion, piping, and settlement and
repair immediately. Remove all trash and otherdebris.
C. The perimeter berms are regularly monitored and maintained by City staff asfollows:
i. Inspect perimeter berms at least weekly and after each significant (1/2 inch or
greater) rainfall event and repair immediately.
ii. Maintain vegetation on the berms to a maximum height of approximately six (6)
inches. Remove shrubs and woody vegetation immediately.
iii. Reseed and water denuded or bare areas where grass is not growing to ensure a
vigorous stand of vegetation. Where erosive gullies have formed, regrade/ reshape
the berm to remove the gully, then reestablish vegetation.
14. SCREENING
As described above, all incoming materials are inspected as each truckload is received to prevent
contamination. As truckloads are dumped and later as loads are placed in the tub grinder, the
operator visually inspects the material to ensure that there is no unacceptable waste. Unacceptable
and reject waste is placed in the onsite dumpster and disposed at the City's landfill. The compost
facility manager is responsible for insuring that only authorized materials are accepted at the site.
To insure a high quality and consistent compost, only organic yard waste from City of Rocky Mount
department is accepted. The compost and mulch provided at the facility has minimal pathogenic
organisms, is free of offensive odor and has no known sharp particles, and is therefore managed with
unrestricted application and distribution.
• Leaves
• Grass clippings
• Sod
• Garden/vegetative waste
• Tree branches/ limbs
15. SITE SECURITY
• Painted wood
• Municipal solid waste
• Construction & Demolition Waste (C&D)
• Hazardous waste
• Asbestos containing waste
• Medical waste
• Brick, concrete block, rock
The site is secured by fences and large perimeter berms to prevent unauthorized entry. The entrance
gate is locked when the facility is unattended. The northern property line abuts wooded areas. Keys
for all equipment are kept with City personnel when not in operation.
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City of Rocky Mount Large Type I Compost Facility
16. PERSONNEL
ResponsibilityName Title/ ' ..
Tim R. Farmer Operations Manager, Public Works Department. Manages and oversees 252.972.1294
compost facility.
Joseph Collins Streets Superintendent and Stormwater Division. Assists in managing 252.467.4907
the CRM compost facility. Ensures that the facility complies with all
aspects of Operation and Maintenance Plan including compost
processing, record keeping, monitoring, facility safety and
environmental regulations. Reviews and updates the O&M Plan
annually.
Reginald W. Assists the Compost Facility Manager and operators in operation of 252.467.4909
Pullen facility.
Varies (City Operators:
staff) Operate grinder, front end loader, excavator, dozer and address minor
maintenance issues. Perform screening operations.
17. OPERATOR
City staff are on site at all times when the facility is open for public use to ensure compliance with
operational requirements. The facility is open to the public for product pickup every Friday and the
first Saturday of each month (not including holidays) from 8:00 am to 3:30 pm (April — October).
18. ACCESS ROAD
The site is accessed from Arrow Road (SR 1610) through an access road on the interior of the property
made of stone screenings. The gravel access road is regularly maintained by the City Streets Division
to prevent rutting and ensure positive drainage.
19. EQUIPMENT
The City of Rocky Mount maintains the following equipment at the facility:
• (1) tub grinder (Morbark 1100)
• (1) front end loader (Hyundai HL955)
• (1) crawler excavator (Hyundai R210LC-7A)
• (1) dozer (John Deere 700J)
• (1) row turner (Vermeer CT670)
Manufacturer's performance data is provided in the appendix. City staff provide preventative
maintenance in accordance with manufacturer's guidelines and daily inspection. The manufacturer's
guidelines are provided in the equipment's operation and maintenance manual which is maintained
at the office of Fleet Services (City Maintenance) and at the Streets & Stormwater Facility. In the event
of a mechanical failure, the facility shall immediately use its best effort to utilize substitute equipment
for completion of the compostingoperation.
Daily equipment inspection includes checking the following:
• Fuel level
• Oil level
• Battery
• Tires (or tracks)
• Hydraulic system/ Grease/ lubricants
• Lights/ alarms
• Visual inspection for possible leaking/ discoloration of soils
Appian Consulting Engineers, PA

City of Rocky Mount Large Type I Compost Facility
20. SIGNAGE
Signage is provided at the only entrance to the site, along Arrow Road. Signage indicates the types of
waste that can be received, the types of waste prohibited, the permit number and emergency contact
phone numbers. Hours are posted during which the site is open to public for to receive
compost/mulch. Instructions are posted to drivers of debris they must log in and lock the gate when
leaving.
Signage is provided stating that no hazardous waste, asbestos, containing waste or medical waste can
be received at this site.
21. REQUIRED BUFFERS
As shown on the site plan, a 50' buffer is provided between all property lines and compost areas.
Within 500 feet of the property there are two residences: one is more than 200 feet from composting
areas and the other is more than 500 feet from composting areas. There are no known wells within
100 feet of the facility. Although there is a blue -line ditch just south of the property, more than 50
feet of buffer is provided between the ditch and the facility [.1404(a)].
In addition, a minimum distance of 25 feet between compost areas and swales or perimeter berms is
required to allow for adequate access for firefighting equipment[.1404(a)(9)].
22. BOUNDARY MARKERS
Property lines have been previously identified and flagged in the field. The property line to the north
is identified by the clearing limits. The property line to the west is identified by the existing berm and
clearing limits. Arrow Road its adjacent berm lies along the east. Wooded areas and a berm identify
the property line to the south.
23. RECORDKEEPING
A. A permit box is located near the entrance gate that contains a copy of the DWM Permit, this
Operations & Maintenance Plan, site drawings and logbook. Each truckload is logged by the truck
driver when entering the facility.
B. Temperature of all compost produced are monitored and recorded to ensure that the pathogen
reduction criteria are met. Temperature records are kept in the office of the compost facility
manager.
C. Temperature record logs indicate weekly temperatures for Piles 1, 2, 3 and 4. As shown onthe
site plan in the Appendix:
i. Pile 1: Mulch (finished product)
ii. Pile 2: Compost (finished product)
iii. Pile 3: Compost (finished product)
iv. Pile 4: Compost (active compost pile, locationvaries)
D. All facility owners or operators shall record and maintain records for a minimum of five (5) years.
Records shall be available for inspection by DWM personnel during normal business hours and
shall be sent to the DWM upon request:
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City of Rocky Mount Large Type I Compost Facility
Daily operational records must be maintained, which include, at a minimum,
temperature data (length of the composting period) and quantity of material processed;
ii. The quantity, type and source of waste received;
iii. The quantity and type of waste processed into compost;
iv. The quantity and type of compost produced by product classification;
V. The quantity and type of compost removed for use or disposal, by product classification,
and the market or permitted disposal facility.
E. Annual Reporting: An annual report for the period July 1 to June 30 shall be submitted by all facility
owners or operators to the DWM by August land shall contain:
The facility name, address, and permit number;
ii. The total quantity in tons and type of waste received, including tons of waste received.
iii. The total quantity in tons and type of waste processed intocompost.
iv. The total quantity in tons and type of compost produced at the facility, by product
classification.
V. The total quantity in tons and type of compost removed for use or disposal from the
facility, by product classification.
vi. Monthly temperature monitoring to support Rule 0.1406.
vii. An example Annual Report Form is included in theAppendix.
24. EROSION & SEDIMENTATION CONTROL
No additional land disturbance is proposed for this project. The City will continue to operate within
the current limits of disturbance. The City maintains adequate measures (ie, existing sediment basins)
and regular inspections to ensure that no sediment leaves the site.
25. FIRE PREVENTION
Routine fire prevention measures are employed at the site, including maintaining cleanliness and
proper storage of flammable and oil rags, etc. Each of the City vehicles and the cab of the grinder is
equipped with a portable fire extinguisher for rapid response in the event of a fire. Stockpiles of sandy
dirt are available onsite. In the appendix, a letter is included from the City of Rocky Mount Fire
Department describing that the property is served by both the Town of Nashville and City of Rocky
Mount Fire Departments. Response times for events in adjacent properties are within 4 to 5 minutes
after being dispatched.
26. FACILITY MAINTENANCE:
A. DUST: The compost operation and compost "pad" 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. In the event of an extended dry period or when dust is
becoming an issue, the City will bring in a water truck to dampen the areas of concern. Based on
conversations with the City, dust has not been an issue with this facility in the past.
Appian Consulting Engineers, PA

City of Rocky Mount Large Type I Compost Facility
B. NOISE: According to City staff, odor, noise and airborne particulates have not been a problem at
the facility in the past. The site is located within a lightly developed agricultural area. Noise
generated at the site from equipment engines is typical of other neighboring industries. The
facility operates during daylight hours, which further minimizes noise complaints.
C. ODORS: No adverse odors were noted at the time of the site inspection. Piles and windrows are
turned in effort to minimize odors. In the event of an odor complaint, the facility operator shall
investigate and take actions as necessary to minimize the cause. A copy of all written complaints
shall be maintained, including the operator's actions to resolve the complaints. In response to a
verified offsite odor complaint resulting from compost windrows, the facility shall immediately
cover the odor -generating windrow(s) with a 6-inch layer of finished compost.
27. ADVERSE WEATHER CONDITIONS
During severe storms (wind, heavy rain, snow, freezing) and other inclement weather, site operations
cease until weather conditions improve. All trucks are equipped with communication devices and
drivers carry cell phones in the event of emergency. Freezing weather conditions in this area are
generally limited to overnight and have little to no impact on the composting process. Any snow or
ice accumulation on the access roads is removed prior to beginning operations.
After severe storms and natural disasters, all equipment and facilities are inspected for damaged, and
any damage is replaced immediately.
28. SITE SAFETY
A. EMERGENCIES
1. In the event of a fire, explosion or other emergency, all personnel shall evacuate the
area with caution and assemble at the entrance gate. The person discovering the
emergency situation shall contact 911 and then the compost facility manager.
2. Equipment is provided to control accidental fires and arrangements have been made
with the local fire protection agency (City of Rocky Mount and Town of Nashville Fire
Departments) to immediately provide fire -fighting services when needed. Open
burning is prohibited at the site.
B. PERSONNEL:
1. City personnel are regularly trained to insure that all employees are trained in site
specific safety, remedial and correct action procedures.
2. City personnel are trained in accordance with OSHA standards for this type of facility,
as specified in 29 CFR Part 1910 (SIC 2875), including respiratory protection, hazard
communication, lockout/tagout, machine guarding, raised work platforms, fire
prevention and emergency response, traffic safety, lifting injuries, machinery with
moving parts, unexpected machine startup,etc.
3. City personnel wear Personal Protective Equipment (PPE) as needed, including hard
hats, gloves, hearing protection, safety vests, eyewear and respiratory protection.
Appian Consulting Engineers, PA

City of Rocky Mount Large Type I Compost Facility
4. Grinder tubs are confined spaces and maintenance will require additional safety
precautions as prescribed by OSHA.
C. OVERALL SAFETY:
1. The compost facility manager is ultimately responsible for the oversight, training and
implantation of safety programs at the facility. The Division Safety Coordinator and
City Safety Officer are consulted as needed and perform random inspections to
ensure compliance with City, state and federal safety requirements.
2. The compost facility manager should be familiar with safety guidelines provided by
the US Composting Council, including "A Practical Safety Manual for the Composting
and Mulching Industry," published by the University of Tennessee.
3. The compost facility manager shall review and update this Operation and
Maintenance Plan annually.
END OF SUMMARY
Appian Consulting Engineers, PA

Signature page of applicant —
Name of facility Arrow Road Compost Facility (City of Rocky Mount)
i certify under penalty of law that this document and all attachments were prepared under my
direction or supervision and that the information provided in this application is true, accurate, and
complete to the best of my knowledge.
l understand that North Carolina General Statute 130A-22 provides for administrative penalties of up
to fifteen thousand dollars ($15,000.00) per day per each violation of the Solid Waste Management
Rules. I further understand that the Solid Waste Management Rules may be revised or amended in
the future and that the facility siting and operations of this solid waste management facility will be
required to co 7ply with all such revisions or amendments.
Brad Kerr Z J�
5igrr ire Print Name Date
Director of Pubiic Works
Title
City of Rocky Mount
Business or organization name

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City of Rocky Mount Large Type 1 Compost Facility
APPENDIX
1.0 NCDEQ Large Type 1 Solid Waste Compost Facility Permit, 11/6/2018
1.1 NCDEQ Inspection Report, 9/8/22
2.1 Parcel ID Maps from Nash County GIS
2.2 Legal Description/Deed; Parcel Map
2.3 L Z- Wom City Zoning Map
2.4 FEMA FIRM Map
jr 3.7 Thermometer Calibration Guide
3.9 Compost and Mulch Safety Sheet
3.12 Pros Flow Diagram
6.
3.19 Equipment Data
3.25r
4.0 Compost Site Receiving Log/ Temperature Log (July 2021-July 2022)
4.1 Annual Report Form (blank)
4.2 Section .1400 Solid Waste Compost Facilities Rules
Photos

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
MICHAEL SCOTT
Director
NOWTH C ROLINA
Permit No: 6407-COMPOST-2018
Rocky Mount Compost Facility
November 6, 2018
FID 1256586
Page 1 of 7
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WASTE MANAGEMENT - SOLID WASTE SECTION
LARGE TYPE 1 SOLID WASTE COMPOST FACILITY
Permit No. 6407-COMPOST-2018
CITY OF ROCKY MOUNT
is hereby issued a
PERMIT TO OPERATE
ROCKY MOUNT COMPOST FACILITY
Located on Arrow Road in 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
deeds recorded for this property listed in Attachment No. 1 of this permit.
Sherri Stanley, Supervisor
Permitting Branch, Solid Waste Section
Division of Waste Management
North Carolina Department of Environmental Quality I Division of Waste Management
217 West Jones Street 11646 Mail Service Center I Raleigh, North Carolina 27699-1646
919. 707. 8200

Permit No: 6407-COMPOST-2018
Rocky Mount Compost Facility
November 6, 2018
FID 1256586
Page 2 of 7
ATTACHMENT 1
PART I: PERMITTING HISTORY
Permit Issuance
Date
File ID
Permit to Operate, Large Type I Compost NEW
November 6, 2018
1256586
The new compost facility is located on city property in Nash County. Since 1999, the site has
operated as a Yard Waste Notification site (YWN-64-007) processing and composting yard
waste (tree limbs and other yard debris) collected by the City from city -owned properties and
leaves from residential street collection. Finished compost and mulch are available for use by the
City and the general public. Starting in 2018, the compost operations will include composting, as
well as grinding wood and yard wastes for mulch.
PART II: LIST OF DOCUMENTS FOR APPROVED PLAN
1. Permit Application and Operation Plan — Large Type I Compost Facility. Submitted by:
Appian Consulting Engineers, PA for City of Rocky Mount. August 30, 2018. FID 1256484.
PART III: PROPERTIES APPROVED FOR THE SOLID WASTE FACILITY
Nash County, NC - Register of Deeds
Deed
Book
Deed
Page(s)
PIN
Grantee
Size (acres)
1535
19
3821-2071-7629
City of Rocky Mounty
7.13
1503
421
3821-2071-7449
City of Rocky Mount
7.50
NOTE: The active compost operation area covers approximately 9 contiguous acres.

Permit No: 6407-COMPOST-2018
Rocky Mount Compost Facility
November 6, 2018
FID 1256586
Page 3 of 7
PART IV: GENERAL PERMIT CONDITIONS
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 to Construct and a Permit to
Operate. The Permit to Construct shall be implemented in accordance with Attachment 2
of this permit. The Permit to Operate shall expire November 6, 2023. The Permit 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. By receiving waste at this facility, the permittee shall be considered to have accepted the
terms and conditions of this permit.
4. Construction and operation of this solid waste management facility must be in accordance
with the Solid Waste Management Rules, 15A NCAC 13B, Article 9 of Chapter 130A of
the North Carolina General Statutes (NCGS 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.
5. This permit is issued based on the documents submitted in support of the application for
permitting the facility identified in Attachment 1, "List of Documents for Approved
Plan," which constitutes the approved plan for the facility. Where discrepancies exist, the
most recent submittals and the Conditions of Permit shall govern.
6. 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. In accordance with NCGS 130A-295.2(g), the permittee must 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
operator of the facility.
7. The permittee is responsible for obtaining all permits and approvals necessary for the
development of this project including approval from appropriate agencies for
sedimentation and erosion control, and a General or Individual National Pollutant
Discharge Elimination System (NPDES) Stormwater Discharge Permit, if applicable.
Issuance of this permit does not remove the permittee's responsibilities for compliance
with any other local, state, or federal rule, or statute.
- End of Section —

Permit No: 6407-COMPOST-2018
Rocky Mount Compost Facility
November 6, 2018
FID 1256586
Page 4 of 7
ATTACHMENT 2
CONDITIONS OF PERMIT TO CONSTRUCT
[NOT APPLICABLE]
- End of Section -

Permit No: 6407-COMPOST-2018
Rocky Mount Compost Facility
November 6, 2018
FID 1256586
Page 5 of 7
ATTACHMENT 3
CONDITIONS OF OPERATING PERMIT
PART I: COMPOST & WOOD WASTE MANAGEMENT OPERATIONS
1. The Permit to Operate shall expire November 6, 2023. Pursuant to 15A NCAC 13B
.0201(g), no later than July 15, 2023, the permittee must submit a request to the Section
for permit review and must update pertinent facility plans.
2. This permit approves the operation of the Large Type 1 composting and mulching
operation. The operations must be conducted in accordance with the approved plans.
3. The facility must be adequately secured by means of gates, chains, berms, fences, or
other measures approved by the Section to prevent unauthorized entry.
4. A sign must be maintained at the site entrance providing site information including the
permit number, prohibited materials, and emergency contact information.
5. Only materials specifically listed in the permit application may be managed at this
facility. These include:
a. yard and garden waste, including leaves and/or grass clippings;
b. land clearing debris such as tree trunks, stumps, limbs, branches, and woodchips;
A request must be submitted to receive additional feedstock and may require a permit
modification.
6. Feedstock must not be received that are in an anaerobic state.
7. Trash and unacceptable wastes received at the site must be separated from the waste
stream and removed from the site for proper disposal, as outlined in the approved
Operations Plan.
8. Interior roadways must be of all-weather construction and maintained in good condition.
All sides of storage and compost areas for flammable materials must be clear and
drivable, to provide vehicular access in the event of a fire.
9. The facility must be operated in a manner that reduces the potential for vector attraction.
10. 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 404 of the Clean Water Act, as amended.
11. An appropriate Division of Energy, Mineral and Land Resources (DEMLR) permit for
managing any stormwater and/or wastewater at the facility must be maintained, if
required. Any leachate generated at the facility and any runoff from the facility must be
managed in such a manner that ground or surface water quality will not be adversely
affected. The facility must be maintained to prevent the accumulation of stormwater and
leachate on composting areas, storage areas, and roads.

Permit No: 6407-COMPOST-2018
Rocky Mount Compost Facility
November 6, 2018
FID 1256586
Page 6 of 7
12. The compost and mulching operations, and storage areas, must be kept at least 25 feet
from onsite drainage ditches, swales and berms to allow for firefighting equipment
access.
13. Composting windrow dimensions shall be limited to a maximum of 15 feet high by 25
feet wide unless otherwise approved by the Division.
14. A 25-foot access shall be maintained between windrows for fire -fighting equipment.
15. Stockpiling of all pre-processed yard waste and wood waste, ground or mulched wood
debris, and curing and finished compost must be limited to a maximum of 30 feet high
and 50 feet wide.
16. Windrow turning must not occur without consulting weather forecasts for favorable
conditions including wind direction and precipitation.
17. In the event of a mechanical failure, the facility must immediately use its best effort to
utilize substitute equipment for completion of the composting operation.
18. Compost temperature monitoring must be conducted at a frequency adequate to meet the
pathogen reduction requirements of Rule .1406 (10). Temperature monitoring data to
meet Rule requirements must be maintained in writing and made available to the Section
during business hours. If a temperature test taken to meet the Rule requirements is below
13 PF, the time and temperature testing must restart from the beginning.
19. Thermometers used for documenting composting temperatures must be calibrated
annually. Documentation of calibration must be kept in the facility records.
20. Compost process data must be maintained as required to document temperatures.
21. Compost or mulch produced from leaves and grass clippings must meet the pathogen
reduction requirements of Rule .1406(10).
22. Heat generation in storage piles must be monitored to prevent elevated temperatures that
may lead to spontaneous combustion.
23. All compost produced at the facility must meet the Type 1 facility classification and
distribution requirements outlined in Rule .1407 of the Solid Waste Compost Rules and
the permit application.
24. The compost and mulching operations must be operated and maintained with sufficient
dust control measures to minimize airborne emissions and to prevent dust from becoming
a nuisance or safety hazard. Facility operation must meet Division of Air Quality Rules
15 NCAC 2D. Fugitive dust emissions from the facility that contribute to substantive
complaints may subject the facility to the Division of Air Quality requirements as listed
in 15A NCAC 2D .0540.

Permit No: 6407-COMPOST-2018
Rocky Mount Compost Facility
November 6, 2018
FID 1256586
Page 7 of 7
25. The odor management procedures must be followed to minimize odors at the facility
boundary (as described in the approved Operations Plan). Upon receipt of an odor
complaint, the facility operator must investigate and act as necessary to minimize the
cause of the complaint. A copy of all written complaints regarding this facility must be
maintained for the duration of the permit including the operator's actions taken to resolve
the complaints.
26. Open burning of solid waste is prohibited. Fires must be reported to the regional
environmental senior specialist as soon as possible following the time of occurrence.
27. Groundwater quality at this facility is subject to the classification, monitoring, and
remedial action provisions of 15A NCAC 2L. Groundwater monitoring may be required
if there is an indication for the potential for groundwater contamination.
28. Copies of this permit, the approved plans and drawings, and all records required to be
maintained by the permittee must be maintained at the facility, or another site approved
by the Section, and made available to the Section upon request during normal business
hours.
29. Record keeping, testing, and reporting shall be conducted in accordance with the
requirements outlined in Rule .1408(b) through (d), and the permit application. An annual
report of facility activities for the fiscal year July 1 to June 30 must be submitted to the
Section by August 1 of each year on forms provided by the Section. This report must
include the amount (tons) of materials received, and the amount (tons) processed and/or
composted.
- End of Permit Conditions -

FAC I L 1 TV COIN] PLIA NCE I NSPECT ION R E PORT
ffivigia n of Waste Management
Sol id '.a m—e Sec Lion
UNIT TYPE:
].mnl
M&*-L.r
I.t•In
)-W
TIMIbld
CIWnl
X
sl.m
COUN r'f. HASH
PERMIT NO.. I 7-COMPOST-201$
FILE TYPE: MWLIANC�E
C"Md
mr
WNW
Win
Tar
MLM
CM
T•ir Tott
e �
roc
Ml riu
lnou—W
L 3r.,IrII
aCMU
�TF
Bate of Nits' Insprmtian! March 24, 1013
F .A(I I ITY NAM E A N b AI DRESS:
Rucky MvantCompusi f;Lclli[�
3W Aerffw Rmci
knicky Mrvun� NC 27 4
�'P% �'OH)RDFN I�TF%e Lot,; 35_441�592a
Date of I-ast fnspLctian! Scptemlotr 28. 2li22
Long-; -77-�906W a
FAC-11 -ITY CONTACT NAME AND PHOKE N U MBFRR;
Alain: BF;& i 1Lrr
Telephone: [phone]
I'MR11 address- brad-kam{rx.N5ckynloLjnLnc!-rgjv
FA{'11.ITV C()NTA('T ADDRESS
£'ily of Rocky Whim
311 S_ Franklin 5t.
Rocky lv "n!l-, NL 27M2
P RTI C. FA NTS
Amand;s Thompson. N('DQ Sail id Wame
STATU'; OF P£ RM FTC
Thu LarVti TYFW I N-rmiL %Y. s ir,sul_xl on Nuv,!rnbtir L 1, 2019- The prrmh will rxpire ton No%c m bt r h. 2023. Rt ntwti A
pAp-erwork should be submIlted to Permitting as swn as possible.
The site pre-viously crralcd as a ward wame ai,tifwa6on (YWN-64-001):Rince 3999-
PURPOSE 0F+ SITE VISIT-
Crmnpl ianru InslxxFiun
S I'. JLU% OF PAST -' OTE D VIOLATIONS
Now.
OBSERVED VIOLATIONS
Nano,
The Helnl sl LiAud abux+c wx;rs Lal?sM'M by SmKm Malri11d rcqurrs action on behalf of thr• far191Ck In ratdcr lu rump IrNo or I11LIHILini C9UkFh&rbsv
w ijh the Maiutc4 Rules, and•'ar plher regulabwy Fegru reme rw% eppticable la dhdi6 foci My. Ek a&-3x-d ibai purmanl io .f'.f:.�ti. LIBA-�2, ari
admillishwive ptnally of up * S I 5.QW M&y mow be Witch vioIjdk>n of gk Wid Wmk Laws, Rquindolls, Conditions ore F'arrnn-
or Urder undtr AMx1ir 9 of Uhbi ar 130A oraht N-C. {.ierYrrsl Slatu yr Fulihr•t, ahlr iacrlily aCKVtc olI TrM.W 7Lbk, panrts ma} AW be 4uhjrtLY to
imfrrr4an cnL sclkiFwa imCFuding pyu11ia, irrjLnL:Licm from "Km irda W1id was tic manageTr rnt fmiIiLy a P W I i d wawli; cell; oirm s4 rviue and omy
sur<FI fwihcr rclid as Ineyr be nmt"ry io achleti 4 mrlpiku-ze with the Nonh Carolina Solid 5 eve MMWgM tnl Ael and FkLYIC!,.
Pie I of

FAC I L 1 TV COIN] PLIA NCE I NSPECT ION R E PORT
Divigia n of Waste Management
"�".... Sol id a-v—e Sec Lion
ADD1710NAL COMMENTS:
_ This faci I ity is a Lame Tyr 14. of id Wale C ompn t facility.
2- The fteility is pesnmiited to ac:cep4 yijrd wa,st4, %.-Cp ativo materiOlF artd clear. wood rnmeriai for chipping and
1 $ignaj�c has bcrn pasted at thr entrance ta} lhas farilhy listing the permit nLurn u, and emrrgcncy cen=1 numlxr
as well as maLeriali, accepted at the Facility. The f ility is not open [cs dw public for disposal-
4- The site is qxn for composl give away from X:WAM to 3,30PM Very Fri -day and 1'hc ri"M Saturday each niolith,
bclween April and October-
5- The site is secured by a looking gate a1 the facility entrance and surrounded bvy perimmor berms.
-6. The site h10{ A btlii 14ing 01 Ifs -c trance, m-hieh contains Ih-c I-ngi n shMS fOF the wa me 1omd.s. Ttw slt-c Ls inspccicd
weekiv and o cr rain c-vcnls of grcalcrthan 0.5 inchrrs. Tcnaperaturm are taken of tho compust piles wrrkly.
7. 7be facility :Pcccss road is of al I -weather *onsiruction and is wel l maintained of IN& t iMe.
$_ A"css arpvnal the faaac i I it}' is LA;3bk, anal no areas -offirmion were noted durirLg this c9mplianec cnspcctilcm.
Scvtral pieces 4F unau ptabl r w.zstus wcrti observed in L-wnpla-cting piles. Ensurr thal Silt SIaIT remove any
unmeceptaWe w1I$te Identlfiod "lthin the olindrows as if Is observed.
10. No fvgitivc duo was clbscrvcd clunng the fac it ity wmp I ianoc inspect ion,
11. Adegvaw spacing was trbsvrwed bavtween the wirulruws, in Zia` evimt ofa fim.
12. S-evers1 areas of standing watc-r wex observed betw*ai the %intRm%vs and at the base oFThe complote'd compost
pile_ The facility was in the prLx€L,-, of repairing low tyin& artaaS :Md installing additional rdraina�c ditcheq 10
all Irviaty Startling 4ti aLL-r_ Ctiritirruc- to rarp0ll t- trod Vide low 19,-inp. urea>,s ax FiLvdvd to grcvenl pandift of
water throughoul the f ility.
13. No windblown debiL9 was ohs�rr cd during this fbcilttw compliance in.TLLtiM.
14. Phorugraphs Werw ilkatn during thv ina-pMcllu t_
PI&LSV ecaai=t me i f you haVV :arty yuesAions ur svurlcerns rev%arciing IN s insp wriom report.
Amanda Th¢nwsm
Thompson �� 673A3� 71A7 s5
Phone; f9IQ 433-3352
Amanda Thwnpson
Cnw ironownial Senior Specialist
aRegloplal aRe pr nhWvc
Scot an; M2KN 29. !0!.4 FMALI IPond jel«4ry us Mail Cutifiad No L 1
Copics~ Drew HamrnRxrds, 1;iloStcm Ngirin Supervi so+r — Solid Waste Sc€lion
Donna Wilsud. Pormittiag Engineer Solid Wasw Section
Page Z of 3

FALL I L 1 Tyr COIN] PLIA NCE I NSPECT IGN R E PORT
DiviMa n of Waste Management
Sol id Wamf Sec Lion
honprw}n can March 24, 2023_
�r�
r
General YiEw of the wood p In -ding area_
V its u landing Water Wwc ecn the windix)ws.
x
I.Iz
5 igrkilge a[ lltic I'dc i lily.
L L
Lenora view -of the L:L)i "i3ikl. [ 35 111tl1 L im
'�.7-71
i4
� � L
} l -i�•, , � •Ly5��
View of the ddditii'mal drainage being liuruLkd at Ow
ra,cil it}+_
pale 3 of

Nash County, North Carolina
June 8, 2023
I'
Parcel Search Information
ParlD 021210
Site Address
Pin 021210
r;w
�;.r.• rI 1" = 269.91977864785304 ft
ARM
Nash Count Print map scale is
approximate. Critical layout or
North Carolina measurement activities should
not be done using this
MAP FOR REFERENCE ONLY resource.
NOT A LEGAL DOCUMENT
Nash County, North Carolina makes no claims and no warranties, expressed
or implied, concerning the validity or accuracy of the GIS data presented on
this map.

Nash County, North Carolina
June 8, 2023
c
1" = 269.91977864785304 ft
Parcel Search Information
o47451
ParlSite
Site Address
Nash Count
Print map scale is
Critical layout or
Pin 047451
North Carolina
measurement activities should
not be done using this
MAP FOR REFERENCE ONLY
resource.
NOT A LEGAL DOCUMENT
Nash County, North Carolina makes no claims and no warranties, expressed
or implied, concerning the validity or accuracy of the GIS data presented on
this map.

MIM
V I C I N I T Y M A P
LEGEND
Lmva surveyed
-------- Lines Not Surveyey
El - - - Csialing mn pipe
Ef5 --- Frilling Iron Slake
E[A --- Esi I Iron Axle
HIP --- !'ive 5e!
PK( --- el
!•en !( .Veie aaand
S --- rc Neil Se! RP
RRS --- Ypilma0 .pike
mn Se! pr FCu -- Eris}ing Cvncnis le uvn omen!
Re --- Rovd Righf-of-Woy
C/L - - -
flood Cenhnine
o --- fndieares eran Property rn nr
se[ unfeas olhenrise noledme
NOTES.
--- Ali Aigh[-of-.pys ore 'woric'
nv oed pNen.iae.
---vihere u 5' ➢enmerer yra�nvpe &
utitiy a non= io�o[erf Wpong a cn
k} a unless olnenrue hd. v
--- Area cvmWrteQ Dy vvrQfnafe method.
--- Air diafpnves p cAvey
--- lndkvhs Aydrasa.
--- Property es .1 foco[ed in a Ilvod
Hexcrd Zene.
--- ipMl [ye. vl Cers 3.
--- md&aion Ano 72J] Acres
N/F
P ELM C. STA NGS
CWRRC♦, p.@. 9i7 - Pg. 754
C PAER
UP v 05.50'F N.p 1533.
NET 746 AC -
A W 0.02 AG
TOTAL 7.46 AC
.10RT 4u OUN , tN,_sx 090N -
1, We, W. Jayner, Jr. cwtify lhpr enis prv!
s drown under my supervision Imm v orluvr survey
mode under my supervision (deed deacnpeon recorder
M 9uok 1070 ,page 47c ,etc.) [o}herJ;
Nat Me b➢undores no! surveyed a cleoHy "cvled
as drown Irom ir.formvlion found in eavvk �
f>amy �">w_ ; lhcr the -6v of vrec os rat-
cufdteQ.le f: 10,000 ; that rhia plv! . vored
in accc —. enn G. S. 49-00 ea amendeds vIWlness my
o�nyr seviv on. r bar a dppeee Nit
� 1 yr S�mp n Surveyor'
. zuoe Regialrg0 Humour c�ae
S `v4t fJyd(C: I
C f • .wEa.
NORIN CAR0CI.YA, NASH co�Hw
f, Nv[ay 14, of Ne Co an Tay and 51v1e afaresoid,
,.,J''�' o
cerVfy Ivor Nile W. Joyner, Jr., rogiale•ed .bad our
•eyw, perapnallr a0➢ew'+d Eelarc a Nit day cad a[k-
ro'eyged Ina •ecwl%pn fv !ne 1pregeing i atr�men [.
:or_ -
zany on.p r seN, nia
� gg_ QpY
='§ " ,Hy Cwnmisaion expirea�a�+a-�
fN Nil, W� )erne;, Jr, Reg e—d Lend 5urveynr
v- L - Certify:
T T i 15 PLAT 15 OF A SURVEY 'HAT CREATES A SU9-
WDON OF LAND 'Mn W ME AFFA OF A COUNN Oft
mumclPALI'Y I T HAS M ORLN.YANCE I T RFCNi ATFS
'PARCELS OF e.ANO;
RFC iERFO LV10 Sit R N i - 28L'8
RECOHOE) a K PAGE 19
pxsD aoox Torororo P
AIF
LEGAL REFERENCE:
Being that property described in
Deed @oak JOIG Page 474. Oak Level
T-sp., Nosh Ca MRty Registry.
N•.AY G9tt'LFSV5x1 ilaT'
Tt Fw�
R&;VER GF OEEf
The ndereignad n or ack.awleQge(a] mat ,They] fneJ
v/ Me ➢ sham a Nis peat
hvwng re'cuired !ilia [Derera by Dy d. OeeQ re[CrOM0 &eoh.
P^ye f the Counry Regiafer,
and Eno[ (!fray) (he) hereby ObcPte(aJ. v pMer-
mled herew, fo public play-
grounds, P'. open sputa, ondueaae enfls v/vrewr ell
shown o od:cofed on fh;s mold. The C1y
oI R—fv Neon! s vulhonved ro retard this plat N
Ne app-,wfe Regisl- vl Deeds.
SWerrbed end awwn ro me Mil dvy of
Nv[er� Pu�A'c
Aly Commiuion Fxpires: r � �%
23 TOTAL
♦�- 7500' TO S.R. l s l f
Nearest Sewer Na m -n S.R. latf ARROW RD.
per Kurt Tomes, at,of Rocky .Moon!.
xesn C—w Envireen• Wa.'
an FbclN 5eelivn has Perlvnned
ivvfivn pn cn fpf w•[nn this avDdrrifipn. rea�+rs o � These ev uv[ieee .prpore rc
n My o/rce cf me Enrim�men rw Weonn rseci�on
dunngd 8e norm vlficv hours 'Phase apir ✓ lions
re �ewed pnor ov the purcnvse of pny �bran
improvemenlx permit for grRuM 65oryfivn s 9De
pnsof system one/w wolo supvfy poermm! will a re-
gwred pnor !o vb leirring 6uieding Dale hcvne
perm.•!.
No+tn 6vrN:nc [lepvrtmen! f imvapprtplian Cvnalru-
f�pn S[0ndvr0a certihcel�on 1e not reduireQ pr This
lsepe�.j-xr� 'lfi�llltl7A1/ ']»11 f_J.(n
ca �5' vary: Gip. v vc+
Plonning Rss.-c
Dr the GYy Engineer anQ !ne wrearer of
eppmen[ !nv! [n�a plot ap,+tve0 by
�view_Commiflve vn (yvlejwo 0 mauve Ina
OereMvmen!
11oI�y14s
❑ate
CONTROL
CORk_!i
E1P
G 0.S51'W 752. e6 TOTAL
SR 1610 80' R/W
NUMKA
DIRFCnLW
I P'STANCE
Lr
S 53'5]• W
g1.99
LZ
5 ",a,W
6J. 10
CS
N 6624W
53.45
L4
5 5T.15' w
152.G0
C5
Le
5 14"4i' E
5 3F.33' w
62.00
L!
5 �09' w
56.00
L8
5 i5"5H' w
335.00
L9
5 61"36, w
329. 79
4 NENY &
L.Wp � spC,
�y'n•1 1
ROCKY YOUNT. NORTH CAROLIYA ,27804
(919) 977 — V24
FINAL PLAT
CITY Of ROCKY MOUNT
ARROW ROAD, ROCKY MOUNT, N"C"
TWEP.. OAK LEVEL COUNTY' NASfd
SCALE- 1" = 100' Feet I DATF OCT. .13, 1995
i00 0 100 300
a3- �2 c, 7
600k:23 Page:267 Seq:7

Page 1 of 2
•
',_ Real Estate
I Excise tax
Tax Lot No. Parcel Identifier No.
Verified by County on the day of 19
by
Mall after recording to Henry M, Fisher, FA 0. .Box 247, Nashville, NC 27856
This instrument was prepared by Henry M. Fisher, Attorney at Law
Brief description for the Index W B. Hendricks Arrow Road
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 2 9 t h day of July , 19 96 , by and between
GRANTOR GRANTEE
Frances R. Hendricks City of Rocky Mount
P. 0. Drawer 1180
Rocky Mount, NC 27802
Enter In appropriate block for each party name, address, and, if appropriate, character of entity, e q corporation or partnership
The designation Grantor and Grantee as used herein shall include said paitles, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these piesents does grant, bargain, sell and convey unto the Grantee in fee simple, all that
ceita►n lot or pai eel of land situated in the City of , Oak Level Township,
Nash County, North Carolina and mole particulaily described as follow;
BEGINNING at a point marked by a new iron in the right of
way of Arrow Road (SR 1610), corner for Lots 1 and 2 as shown on
map hereinafter referred to; thence along a line in the right of
way of Arrow Road, S. 050 57' W. 316.85 feet, corner for Lots 2
and 3; thence along the dividing line between Lots 2 and 3, S-
63° 57' W. 108.60 feet to a point marked by a new iron pipe;
thence continuing along the dividing line between Lots 2 and 3,
N. 84° 03' W. 745.01 feet to a point marked by a new iron pipe in
the line of now or formerly Angelyn C. Stallings (D.B. 947, Page
754); thence along the now or formerly Angelyn C. Stallings line,
N. 050 50' E. 374.38 feet to a point marked by a new iron pipe,
corner for Lots 1 and 2; thence along the dividing line between
Lots 1 anct, 2, S. 84° 03' E. 837.81 feet to the point of
beginning, containing 7.13 acres, being Lot 2 as shown on map
entitled "Final Plat, City of Rocky Mount, Arrow Road, Rocky
Mount, N. C.11 by Joyner-Keeny & Associates, dated October 23,
1995, recorded in Map Book 23, Page 267, Nash County Registry,
being a portion of that property conveyed by quitclaim deed from
Kenneth A. Hendricks, Executor of the Estate of W. B. Hendricks,
deceased, et al, dated April 18, 1977, recorded in Book 1010,
Page 474, Nash County Registry.
F
N C Sar A,ror Form No 3 V 1914 Nw40d 1977
rrWA by Ajr -d%Ad NC iu Ap M
Tw
Book: 1535 Page: 19 Seq: 1

Page 2 of 2
The property hereinabove described was acquired by Grantor by instrument recorded in Book 1010, Page
474, Nash County Registry
A map showing the above described property is recorded in Fiat Book page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has VA right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grant kt" ill warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafteE5tated
Title to the property hereinabove described is subject to the following exceptions C'.)
N -n
3
Co 70 Q
CD
IN WITNESS WHEREOF, Lhe Grantor has hereunto set his hand and seal, or Li corporate has Caused this Instrument to be signed to its
corporate name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board of Directors, the day and year first
above written
-------------------------------------------._..............._-
ie ----------- (SEAL)
(Corporate Name) Frances R. Hendricks
0
13Y................ .---------------------
.-------------------
........................................................(SEAL)
.....
______________President
ATTEST
_ ________________________________________--_-----
W
____________________________Secretary
(Corporate Sea1) -A _ (SEAL)
SEAL -STAMP
NORTH CAROLINA-------------------- Nash ____.__County
Frances R. Hendricks
y 1, a Notary Public of the County and State aforesaid, certify that -----------------------------------
------- Grantor,
DAWN RACKLEY ZELESNICK
NOTARY PUBLIC
Instrument. my
personalty appeared before Incthis dayl d� acknowledged a exe firm of the foregoingwitness
o4 (a,(
NASH COUNTY. N C
JIi NYUR1 l+
p hand and official stamp or seal, thi�9_ ---- day of ______ ----------------------- I�+-�I
My commission expires A3___J.Y ... -.... .- -- - ,CJBAIary Public
}
I
SEAL -STAMP
- F i
NORTH CAROLINA----------------------------------- County ',_s_ _ -
I, a Notary Public of the County and State afonpid, Certify that ..........................................
f
o personally came before me this day and acknowledged that __ he is; --------------------------- Secretary of
�
ly_________--------------------------------------------- a North Carotins corporation, and that 4y authority duly
m given and as the act of the corporation, the fofegoing thstroment wasisiffned In Its name by its ---------------
!
V President,` sealed with Its corporate seal and attested by ----------- as its :_________________ Secretary
h
Witness my hand and official stamp or sea], this ------- day of .-----------------------_, is______-_
n
l
tl
x
stycommission expires---------------------------------------------------------------------- Notary Public
- !
NORTH CAROLINA-NASH COUNTY
The NrpWeq oertgieaaa ei
Notarm 0* putsc It
3P?• `� ^'
(mE oedlllsd io D. oone0. T?. ingrunsmil prebaniael for repkaa[hrr and nroorded to this dmte M
eaok Papa ► �, 3 . a�
Thts_.�_ day WI-12 LO af",'O bdt �_ a
SARL74RA W SASSER, REGISTER OF DEEOSP
Register of Deeds '6�E 20
is
•
C]
Book: 1535 Page: 19 Seq:2

Page 1 of 3
•
iiecordinc Time. Book and Pace
Tax Lot No Parcel Identifier No
Verified by County on the day of 19
by
Mail after recording to Richard JT Rose... Poynsr rx Spru3.11a L,L,P,- PQgt Off�ce Box 353,
Rocky Mount, North Carolina 27802
This instrument was prepared by Richard J. Rose
Brief description for the Index W.B. Hendricks Arrow Road
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this 310t day of Oct*Z , 11) 45 , by and between
GRANTOR
Frances R. Hendricks
Route 5, Box 78
Rocky Mount, NC 27804
•
GRANTEE
City of Rocky Mount
Post Office Drawer 1180
Rocky Mount, NC 27802
ti Enter In appropriate block for each party name, address, and, it appropriate, character of entity, a q. corporation or partnership.
•
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Giantee in fee simple, all that
certain lot or parcel of land situated in t 6Ry74fx , Oak Level Township,
Nash County, North Carolina and more particularly described as follous
SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF
N l Bar Asioc Form No 3 L 1114 Revised IM
pmw& by A.pw s .kk ,k, N C kr A W 7111
BOUK1503",r 421
) 5c1 3 - *Zt
Book: 1503 Page:421 Seq: 1

Page 2 of 3
ATTACHED TO AND MADE A PART OF THAT DEED FROM FRANCES R. HENDRICKS
TO CITY OF ROCKY MOUNT, DATED OCTOBER 31, 1995
BEGINNING at a point marked by an existing iron pipe in the
right of way of Arrow Road (SR 1610), corner for now or formerly
William R. Hendricks; thence along a line in the right of way of
Arrow Road, S. 050 57' W. 400.24 feet to a point marked by a new
iron, corner for Lots 1 and 2 as shown on map -hereinafter referred
to; thence along the dividing line between Lots 1 and 2, N. 840 03t
W. 837.81 feet to a point marked by a new iron pipe in the line of
now or formerly Angelyn C. Stallings (D.B. 947, Pg. 754); thence
along the now or formerly Angelyn C. Stallings line, N. 050 50' E.
400.24 feet to a point marked by an existing iron pipe control
corner, corner for Lot 1 and now or formerly William R. Hendricks;
thence along the dividing line between Lot 1 and now or formerly
William R. Hendricks, S. 840 03' E. 838.56 feet to the point of
beginning, containing 7.70 acres, being Lot 1 as shown on map
entitled "Final Plat City of Rocky Mount, Arrow Road, Rocky Mount,
N.C." by Joyner-Keeny & Associates, dated October 23, 1995,
recorded in Plat Book ' , Page Q 7 , Nash County Registry,
being a portion of that property conveyed by quitclaim deed from
Kenneth A. Hendricks, Executor of the Estate of W. B. Hendricks,
deceased, et al to Kenneth A. Hendricks, dated April 18, 1977,
recorded in Book 1010, Page 474, Nash County Registry.
422
,so 3 - v:L "P
r�
•
Book: 1503 Page:421 Seq:2

Page 3 of 3
•
9D Me
all 4U mull
���q\'I►7Uq�Q �`�
The property hereinabove described was acquired by Grantor by instrument recorded in -DAQk 10.10.t
Page 474, Kash County Rsgistsy
A map showing the above described property is recorded in Plat Book page
TO HAVE AND TO HOLD the aforesaid Iot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims Of all persons whomsoever except for the exceptions hereinaft�stated
Title to the property hereinabove described is subject to the following exceptions p Cn
rn v
n r1
LN wiTNZSS wmanzoF', the Grantor has hereunto Net his nana and seal, or it corporate, has caused this Instrument to be signed to its
eorporate name by Its duly authorized officers and its seal to be hereunto A(MOd by authority of Its Board of DIrseton, the day and Y+ar first
above written
C----------(SKAL)
(Corporate Name) Frances R. Hendricks
By----------------------------------------------------------- O------------------------------------------------------- •--.._IsSAL)
----------------------------President
ATT=ST ��,__________________________________(SaAL)
--------------------------------------------------------------- p�
Gd
-------- ---------•----secretary (Corporate Seal) ---
Seal)
-•--------------------------------------------------
SRAL-STAMP NORTH CAROLINA, _' -- - ---------------County
1, a Notary Public of the County and State aforesaid, certify that_-Fr-anca�B-}ISD,dT�C�tS--------•
DAWN RACKLEY ZELESNICK --------------------------- Grantor,
Y
NOTARY PUBLIC personally appeared before me this day and acknowledp the execution of the fore(oini instrument. Witness my
NASH COUNTY, N. C. x iC_�. X---------------
_.__ __
hand and Official stamp of seat, thin day f ,,//�f
- 9 ---- il_ .tary Public
My commission expire ____ -- -
SEAL -STAMP
NORTH CAROLINA- -------------- . ------------------- County
I, A Notary Public of the County and state aforesaid, certify that ---------------------------
A personally came before me this day and acknowledaed that -_.. he IN --------------------------- Secretary of
w------^---_--_---••______________________________ a North Carolina corporation, and that by authority duty
given and as the act of the corporation, the fofeaolnz Instrument was eian+d In its name 6y Ito _______________
President, sealed with its corporate Seal and attested by ----------- as its ---------------- ----------- S+cr•tory
wltneNs mY hand and official stamp or seal, W4 ------- day of _____•---------------•^-
__, Is____----
Mycommission expires ----------------------------------------- ------------------ Notary Publl(
NORTH CAROLINA-HASH OOLPM
The/y00
Nmww Mel Pao Is 5 S 0
Iwo) wnrfNdd SO be COBS OL Tlie NNhu„mt was p,.— for nSr-W and --led In this 0111
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6ARaAM W BASBE REOIBTER OF DEEDS
KUN1503 nF 423
150 3 --
Book: 1503 Page:421 Seq:3

oEeaVessel 0 management
aalubse°11�7own-16,16
Re Cabo of Reeky Metal Contest Son, 3W Arnow broad. Reacky Means, NC 27804
To Whory it may Concerto
wereand as a heavy Innuarrial District (1-2y 11be prourpow: oftlaw heavy industrial dirmand is to Proven;
on the

ConnectGIS Feature Report Page 1 of I
AV 1 �CONNECTGIS as County ber 28, unty
Printed September 2017
WEB HOSTING Nash I:dV*hMM See Below for Disclaimer
& C OUJY
COUNTY.
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=onnectGIS has been prepared for the inventory of real property found within this jurisdiction, and is compiled from recorded deeds, plats, and other public records and
lata. Users of this system are hereby notified that the aforementioned public primary information sources should be consulted for verification of the information contained
n this system. Nash County, Withers & Ravenel, ConnectGIS and other mapping companies assume no legal responsibility for the information contained in this system.
;rid data is based on the North Carolina state plane coordinate system, 1983 North American Datum (NC NAD83).
https://nashcounty.connectgis.com/DownloadFile.ashx?i--ags—map] 94d80a91 a] 64172a1... 9/28/2017

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W,KSTATE
K-State Research and Extension • Animal Sciences and Industry
Thermometer Calibration Guide
NIST Reference
Thermometer
Calibration for cold process use
ice water method
32° F, 0°
Distilled water and
crushed ice
4
Dial Bimetal Coil
Thermometer$
Calibration for hot process use
boiling water method
I #
212OF *Boiling
100°C ____ point
uMinimum
immersion OO
21/2' Thermomete
c�3o� has no
contact with
Hold 1 minute container
Distilled water bottom
Adjust
----- --- --------------------
Recheck
Hold 1 minute
Minimum
immersion
21/2"
Adjust
� II
Recheck
Hold 1 minute
n
I
Minimum
immersion
21/2_'
$ Check operations manual for calibration procedure
for other thermometer types.
*Boiling point temperature varies with altitude. Verify
using an altitude temperature chart.
N.C. Flores and E.A.E. Boyle, Department of Animal Sciences and Industry
Kansas State University, Weber Hall, Manhattan, KS 66506
Kansas State University Agricultural Experiment Station and Cooperative Extension Service
MF-2439 January 2000
It is the policy of Kansas State University Agricultural Experiment Station and Cooperative Extension Service that all persons shall have equal opportunity and access to its educational programs, services, activities, and
materials without regard to race, color, religion, national origin, sex, age or disability. Kansas State University is an equal opportunity organization. Issued in furtherance of Cooperative Extension Work, Acts of May 8 and
June 30, 1914, as amended. Kansas State University, County Extension Councils, Extension Districts, and United States Department of Agriculture Cooperating, Marc A. Johnson, Director.

COMPOST AND MULCH SAFETY SHEET
CITY OF ROCKY MOUNT YARD WASTE FACILITY
ROCKY MOUNT, NC
The City of Rocky Mount operates this Yard Waste Processing Facility as a service to the public and as a
means for the responsible recycling of municipal leaf and limb waste. Recycled material is provided to
end -users in the form of leaf compost and leaf and limb mulch.
rn M ancT
Compost is a dark, crumbly soil -like material that is an excellent natural soil additive. This product is
suitable as a soil amendment to naturally enhance the nutritive value of your soil, improving plant and
crop growth, while also helping soils to retain moisture and prevent erosion. It can help transform
heavy red clay or loose sand into rich fertile soil without the use of chemicals. To rejuvenate an
impoverished soil or establish a new garden plot, apply 2 to 3 inches of compost, and dig it into the
surface of the soil.
MULCH
Mulch is most commonly used to top dress gardens and landscapes to provide a distinct boundary for
landscaped and garden areas, to suppress weed growth without the use of chemicals and to help soil
retain moisture. It can also be effective as a ground cover to help control erosion in certain
circumstances. Apply loose mulches at planting time. One cubic yard of mulch spread two inches thick
will cover approximately 180 square feet of ground. To prepare an area to be mulched, remove
perennial weeds and level the area. Soil should be moist but not wet. Spread mulch evenly, but avoid
mulching directly around stems and trunks of trees. Excessive mulching can also stimulate undesirable
shallow rooting.
Caution: Mulch or compost placed along foundations may promote infestation of wood destroying
insects such as termites.
SAFETY CONCERNS:
While handling mulch wear dust masks to prevent effects from allergens; wear proper protective
equipment such as gloves, goggles, etc.; and follow proper placement methods.
DISCLAIMER:
The City of Rocky Mount assumes no responsibility for the use, either proper or improper, of material
distributed from the City of Rocky Mount Yard Waste Facility. The City of Rocky Mount does not
warrant the content of the material or guarantee that the material is free of weed seeds, organisms,
metal or other contaminants. The end user assumes all responsibility and liability associated with the
decision to load, transport and use material from the City of Rocky Mount Yard Waste Facility.
Contact the Nash or Edgecombe County Extension Office with any questions or concerns regarding the
proper use of mulch. Or visit the NC Compost Council webpage at https://carolinacompost.com
For questions regarding the operation of this facility call:
City of Rocky Mount Public Works Department at 252.972.1290

L005E LEAF & �RA$5
COLLECTION
{RM 5114EETi
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YARD 6YASTE COLLECTION
GRU ENV IRGNMENTAL WRtiKII€
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VP$LJAL * R� EN V$
COMPOST IMINOaM
MULCH 5TOCKF4LE5
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JA:A;Ua 61111a dI]:,Kehl A 10111 =1:
FEATURES
15' (4.57 m) discharge
system consisting of dual All
hydraulically powered 14"� f —'
(35.65 cm) diameter by 84" Jrl�+���1
air � � r
�
(213.36 cm) long augers and 36" il _ '" F
ALA
(91.44 cm) x 26' (7.92 m) belt
conveyor with hydraulic fold •' ' r_ .:
for transport
Tub has 9' (2.74 m) diameter at inside
base, and 62" (157.48 cm) deep walls
constructed of 3/s" (.95 cm) reinforced
steel plate, floor constructed of 1/2"
(1.27 cm) thick wear -resistant steel.
Tub supported by 14 roller guides carried on M
11/2" (3.81 cm) diameter shafts
24" (60.96 cm) x 52" (132.08 cm) Hammermill
system constructed of heavy-duty 161/2"
(41.91 cm) diameter laser cut rotor, (13) 13/a"
(4.44 cm) thick two-piece laser -cut rotor plates to
ensure precision and enforce steel strength. The
plates are keyed on a 57/8" (14.92 cm) diameter
rotor shaft with 35/t6" (10 cm) bearings direct driven
at engine RPM and eight 2" (5.08 cm) hammer
retaining rods
Complete with (24) 2" (5.08 cm) balanced forged
steel hard -surfaced hammers and (24) 21A6"
(7.46 cm) replaceable inserts
1 " (2.54 cm) thick wear form steel
heavy-duty screens
Tub is equipped with hydraulic augers that allows the
operator to quickly remove product from beneath the
mill. During material surges, pressure sensors
automatically slow tub rotation to prevent plugging
Magnetized end pulley for discharge conveyor,
complete with collecting slide tray for ferrous
metal removal
Remote control with tethered back-up system
Dust supression system
11-HP (8.2 kW) air compressor
OPTIONS
Model 250 knuckleboom loader with 30" (76.2 cm)
Tarantula grapple, 3600 turn motor and stationary
operator's cab in lieu of remote control
i A
#
orbark Integrated Control Systems The full breakaway torque limiter system Hydraulically tilt the tub for easy
(MICS) protects the engine and clutch access to grates and anvil
ri
SPECIFICATIONS US METRIC
VARY WITH

Y .J i-1
Robex 210LC-7A
ISO standard cabin
All-weather steel cab with all-around visibility
Safety glass windows
Rise -up type windshield wiper
Sliding fold -in frontwindow
Sliding side window
Lockable door
Hot & cool box
Accessory box & Ashtray
Computer Aided Power Optimization
(New CAPO) system
2-power mode, 3-work mode, 2-user mode
Auto deceleration & one touch deceleration system
Auto warm up system
Auto overheat prevention system
Heater & Defroster (7500 Kcal/hr, 30000 BTU/hr)
Self diagnostic system
Starting Aid (air grid heater), cold weather
Centralized monitoring
LCD display
Engine speed
Clock & Error code
Gauges
Fuel level gauge
Engine coolant temperature gauge
Hydoil temperature gauge
Warning
Fuel level
CPU
Engine oil pressure
Engine coolant temperature
Hyd. oil temperature
Low battery
Air cleaner clogging
Indicator
Power max
Preheat & Engine warming -up
One touch decel
Door and cab locks, one key
AM/FM radio and cassette
Radio remote switch
Two outside rearview mirrors
Fully adjustable suspension seat with seat belt
Slidable joystick, pilot -operated
Console box tilting system(LH.)
Three frontal working lights
Electric horn
Batteries 12 x 12V x 100 AH)
Battery master switch
Removable clean out screen for oil cooler
Automatic swing brake
Removable reservoir tank
Fuel pre -filter with fuel warmer
Boom holding system
Arm holding system
Counterweight (3800kg, 83801b)
Mono boom (5.68m, 18'8")
Arm 12.92m, 9' 7")
Track shoes (600m,24")
Track rail guard
Air -conditioner (5,000 kcal/hr, 20,000 BTU/hr)
FATC (Full Automatic Temperature Control)
Sun visor for cabin inside
Fuel filler pump (35 Q /min, 9.5 US gpm)
Beacon lamp
Safety lock valve for boom cylinder
with overload warning device
Safety lock valve for arm cylinder
Single acting piping kit (breaker, etc)
Double acting piping kit (clamshell, etc)
Quick coupler
Accumulator, work equipment lowering
12 volt power outlet (24V DC to 12V DC converter)
Electric transducer
CD Player
Travel alarm
Various optional Arms
Super short arm (2.00 m, 6' 7")
Short arm (2.40 m, 7' 10")
Long arm (3.90 m,12' 10")
Various optional Buckets (SAE heaped)
Standard bucket (0.92 m',1.20 yd')
Narrow bucket (0.51 ml,0.67yd')
Narrow bucket(0.80 ml,1.05yd')
Light duty bucket (1.10 m',1.44 yd')
Light duty bucket (1.20 m',1.57 yd')
Light duty bucket (1.34 m',1.75 yd')
Heavy duty bucket (0.74 m', 0.97 yd')
Heavy duty bucket (0.90 m',1.18 yd')
Heavy duty bucket (1.05 m',1.37 yd')
Rock bucket (0.87 m',1.14 yd')
Rock bucket (1.20 m3,1.57 yd')
Slope fishing bucket (0.75 m', 0.98 yd')
Cabin FOPS/FOG(ISO/DIS 10262)
FOPS(Falling Object Protective Structure)
FOG(Falling Object Guard)
Cabin Roof -cover Transparent
Cabin lights
Track shoes
Triple grousers shoe (700 rum, 28-)
Triple grousers shoe (800 mm, 32-)
Triple grousers shoe (900 mm, 35.4" )
Double grousers shoe (710 mm, 28")
Lower frame under cover
Pre heating system, coolant
Tool kit
Operator suit
Low noise kit
Engine emergency control cable
Seat
Adjustable air suspension seat
Mechanical suspension seatwith heater
Standard and optional equipment may vary. Contact your Hyundai dealer for more information. The machine shown may vary according to International standards.
All US measurement rounded off to nearest pounds or inches.
U14DAI PLEASE CONTACT
HEAVY INDUSTRIES CO.,LTD.
CONSTRUCTION EQUIPMENT DIVISION
Head Office I CHEONHA-DONG, DONG-KU, ULSAN, KOREA
(Sales Office) Tel :[phone], 7729 Fax: [phone], 7720
U.S. Operation Hyundai Construction Equipment U.S.A., Inc.
955 ESTES AVENUE,ELK GROVE VILLAGE IL.60007
Tel :[phone] Fax : [phone]
European Operation Hyundai Heavy Industries Europe N.V.
VOSSENDAAL 11, 2440 GEEL, BELGIUM
Tel : [phone] Fax : [phone] - 06 r r
Building a better future
Global Leader
ri_�J
CRAWLER EXCAVATOR
a

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pecifications Am
ackhoe attachment
• Engine
Type
Water cooled, 4 cycle Diesel,
6-Cylinders in line, direct injection,
Turbocharged, charge air cooled,
Low emission
Rated
flywheel
SAE
J1995 (gross)
J1349 (net)
151HP(113kW)/1,900rpm
143HP (107kW)/ 1,900rpm
horse
power
DIN
6271/1 (gross)
153PS (113kW)/ 1,900rpm
6271/1 (net)
145PS (107kW) / 1,900rpm
Max. torque
63.Okgf•m (4561bf•ft) / 1,500rpm
Bore x stroke
104mm (4.1in) x 132mm(5.2in)
Piston displacement
Batteries
Starting motor
6,700cc (409 in')
2 x 12V x 100AH
24V, 4.5kw
Alternator
24V, 50Amp
0 Hydraulic system
Type 11 Two variable displacement piston pumps
Max. flow 94 2 x 222 $ /min (58.1 US gpm /48.4 UK gpm)
Sub -pump for pilot circuit Gear pump
Cross -sensing and fuel saving pump system
Travel Two speed axial piston motor
with brake valve and parking brake
Swing Axial piston motor with automatic brake
Implement circuits 330 kgf/cmz (4,690 psi)
Travel 330 kgf/cmz (4,690 psi)
Power boost (boom, arm, bucket) 360 kgf/cm' (5,120 psi)
Swing circuit 240 kgf/cmz (3,410 psi)
Pilot circuit _ 35 kgf/cmz (500 psi)
Service valve Installed
Boom: 2-120 x 85 x 1290 mm (4.7" x 3.3" x 50.8")
No. of cylinder- Arm: 1-140x100x1510mm(5.5"x3.9"x59.4")
bore x rod x stroke
Bucket: 1-125 x 85 x 1055 mm (4.9" x 3.3" x 41.5")
® Drives & Brakes
Drive method
Drive motor
Fully hydrostatic type
Axial piston motor, in -shoe design
Reduction systia�STD/HC
Max. drawbar pull
Planetary reduction gear
21,100 kgf (46,500 IV)
Max. travel speed(high) / (low)
5.3 km/hr (3.3 mph) /3.4 km/hr (2.1 mph)
Gradeability
35° (70 %)
Parking brake
Multi wet disc
eControl
Pilot pressure operated joysticks and pedals with detachable lever
provide almost effortless and fatigueless operation.
Pilot control 'mmmmq Two joysticks with one safety lever
(LH): Swing and arm, (RH): Boom and bucket(ISO)
Traveling and steering Two levers with pedals
Engine throttle Electric, Dial type
Lights Two lights mounted on the boom and one in the battery box
® Swing system
Swing motor Axial piston motor
Swing reduction Planetary gear reduction
Swing bearing lubrication Grease -bathed
Swing brake Multi wet disc
Swing speed 12 rpm
6) Coolant & Lubricant capacity
Fuel tank 340 89.8 74.8
Engine coolant
35
9.2 7.7
Engine oil
24
6.3 5.3
Swing device
5
1.3 1.1
Final drive(each) STD/HC
5.8
2 1
Hydraulic system(including tank)
290
76.6 63.8
Hydraulic tank 180 47.6 39.6
0 Undercarriage
X-leg type center frame is integrally welded with reinforced box -section
track frames. The undercarriage includes lubricated rollers, idlers, track
adjusters with shock absorbing spring and sprockets, and track chain
with double or triple grouser shoes.
Center frame X - leg type
Trackframe Pentagonal box type
No. of shoes on each side 49
No. of carrier roller on each side 2
No. of track roller on each side 9
No. of rail guard on each side 1 2
0 Operating weight (approximate)
Operating weight, including 5680mm (18' 8") boom, 2920m (9' 7") arm,
SAE heaped 0.92m' (1.20 yd') backhoe bucket, lubricant, coolant, full fuel
tank, hydraulic tank and the standard equipment.
Major component weight
Upperstructure I 5,850kg (12,9001b)
Counterweight Md 3,800kg 18,3801b)
Boom (with Arm cylinder) = 1,950kg (4,3001b)
Operating weight
Type
Width mm(in)
kg(lb)
kgf/cm'(psi)
3<600 mm
(24")
R21OLC-7A
21,700 (47,800)
0.46 (6.54)
R210LC-7A H/C
23,160 (51,060)
0.49 (6.97)
Triple
700 mm
(28")
R210LC-7A
21,980 (48,460)
0.40 (5.69)
R210LC-7A H/C
23,440 (57,680)
0.43 (6.12)
grouser
800 mm
(32")
R210LC-7A
22,270 (49,070)
0.35 (4.98)
R210LC-7A H/C
23,730(52,320)
0.38 (5.40)
900 mm
(35.4'
R2101-13-7A
22,560 (49,740)
0.32 (4.55)
Double
grouser
710 mm
(28")
R21OLC-7A H/C
23,770 (52,400)
0.43 (6.12)
0 Standard equipment
© Buckets
SAE heaped 0.51(0.67)
m31yd31
EEMW
m3 (yd3)
4
0.800.05)
X 0.920.20)
0
1.10(1.44)
1.200.57)
��
mm (in) Weight Boom
lot
4. 0.74(0.97)
A 0.900.18)
A 1.050.37)
49
OO 0.87(1.14)
O 1.20(1.57)
W
* 0.75(0.98)
mm(ft.in►�
X 5.680118'
SAE
CECE Without With kg(lb) Arm 2,
side
2,400 3,900
(7' 10") 7" r (12' 10")
0 0 0
0 0 0
0.51(0.67)
0.45(0.59)
1 700(27.6)
820(32.3)
5700260)
•
0.80(1.05)
0.70(0.92)
1000(39.4)
1120(44.1)
7000540)
•
74 0.92(l.20)
0.80(1.05)
1150(45.3)
1270(50.0)
7700700)
•
0
0
1.10(1.44)
0.960.26)
1320(52.0)
1440(56.7)
8300830)
■
A
A
-
1.20(1.57)
1.000.31)
1400(55.1)
1520(59.8)
850(1870)
■
.
-
-
1.34(1.75)
1.150.50)
1550(61.0)
1670(65.7)
920(2030)
.
.
-
-
A,0.74(0.97)
0.65(0.85)
985(38.8)
770(1700)
•
•
•
•
A,0.90(1.18)
0.800.05)
1070(42.0)
810(1790)
•
•
■
-
A 1.05(1.37)
0.9211.20)
1290(50.8)
8900960)
■
A
-
-
* 0.870.14)
0.75(0.98)
1140(44.9)
9000980)
•
0
0
-
* 1.200.571
1.000.31)
1410(55.5)
1030(2270)
■
•
-
-
* 0.75(0.98)
0.65(0.85)
1790(70.5)
8800940)
•
•
■
•
X- : Standard backhoe bucket
A,: Heavy-duty
•O : Rock bucket -Heavy duty
* : Slope finishing bucket
• Applicable for materials with density of 2,000 kg /m' (3,370lb/yd') or less
■ Applicable for materials with density of 1,600 kg /m' (2,700lb/yd') or less
A Applicable for materials with density of 1,100 kg /m' (1,850lb/yd') or less
0 Backhoe attachment
Boom and arms are of all -welded, low -stress, full -box section design. 5.68m(18' 8") mono boom and 2.0m(6' 7'), 2.4m (7' 10"), 2.92m (9' 7" ), 3.90m (12' 10") arm
are available. Buckets are all -welded, high -strength steel implements.
2.0m(6'7')
® Digging force
Arm Length mm(ft.in)
Weight kgJUL
Bucket
digging
force
Arm
crowd
kN
SAE kgf
Ibf
kN
ISO kgf
Ibf
kN
SAE kgf
Ibf
2.40 in IT 10")
2,000 (6' 71
133.4 [145.51
13600 [148401
29980 [327101
152.0 [165.81
15500 [169101
34170 [372801
135.3 [147.61
13800 [150501
30420 [331901
force kN 142.2[155.11
ISO kgf 14500[158201
Ibf 31970[348801
Note : Arm weight including bucket cylinder and linkage. x Standard arm
* Ile
X 2.92 m IT 7")
133.4 [145.51 1
13600 [148401
29980 [327101
133.4 [145.51
13600 [148401
29980 [327101
152.0 [165.81
152.0 [165.81
15500 [169101
15500 [169101
34170 [372801
34170 [372801
112.8 [123.11
97.1 [105.9]
11500 [125501
9900 [108001
25350 [276501
21830 [238101
117.7 [128.41
101.0 [110.21
12000 [130901
10300 [112401
26460 [288701
22710 [247701
3.90 in 0 2' 10")
3,900 (12' 10")'qW
h6l,200 (2,650)
133.4 [145.51
13600 [148401
29980 [327101
152.0 [165.81
15500[169101
34170 [372801
79.4 [86.61
8100 [88401
17860 [194801
85.3 [93.01
8700 [94901
19180[209201
Remark
1 1:
Power Boost
HYUNDAI CONSTRUCTION EQUIPMENT 12/13

imensions & Working ranges
0 Dimensions R210LC-7A
mm (ft - in)
FA
Tumbler distanceIW7
3,650 (12'0")
B=
Overall length of crawler
4,440 (14' 7")
Cl
Ground clearance of counterweight
1,060 (3' 6")
D'
D'
Tail swing radius
Rear -end length
2,830(9' 3")
2,770 (9' 1")
-
Overall width of upperstructure
2,700 (8' 10")
-
Overall height of cab JENEW
Z920 (9' 7")
-
Min. ground clearance
480(1' 7")
0
Track gauge
2,390 (T 10")
® Working ranges R210LC-7A
(ft)
3E
3[
2!
A
1(
5
0
5
1(
1'
A
2',
11 10 9 8 7 6 5 4 3 2 1 0
(meters)
35 30 25 20 15 10 5 0 (ft)
E
L HYUNDAI
mm (ft - in)
Boom length
x 5,680(18'8")
Arm length
Z000
2,400
02,920
3,900
(6' 7')
(T 10")
IT 1")
(12' 10")
Overall length
9,650
9,570
9=1
9,520
(311,81
(31' 5")
(31' 3")
(31' 3")
Overall 3,200
3,110
Z990
3,480
height of boom (10' 6")
(10' 2")
(9' 10")
(11' 5")
600
(24")
700
(28")
800
(32")
900
(35.4")
Vracwidth
h
Z990
3,090
3,190
3,290
19r 10")
(10' 2")
(10' 6")
(10,1011)
Standard tgwpment
mm (ft - in)
Boom length
X5,680(18'8")
Arm length
2,000
2,400
x2,920
3,900
(6' 7")
(T 10")
(9 7")
(12' 10")
Max. digging reach
9140
9,500
91940
10,910
(30' 0")
(31' 2")
(37 7")
(35'10")
Max. digging reach
8,960
9,330
9,780
10,770
on ground
(29' 5")
(30' 7")
(32' 1")
(35' 4")
Max. digging depth
5,820
6,220
6,740
7,720
(19' 1 ")
(20' 5")
(22 ll")
(25' 4")
Max. digging depth
5,580
6,010
6,550
7,580
(8'level)
(18'4")
(1919")
(21'6")
(24'10")
Max. vertical wall
5,280
5,720
6,120
7,240
digging depth
(17'4")
(18'9")
(20'1")
(23'9")
Max. digging height
9,140
9,340
9A70
10,110
(30' 0")
(30' 8")
(31.1")
(33' 2")
Max. dumping height
6,330
6,670
ML(20'9")
(2
(21' 11")
(2
3,740
3,640
3,650
Min. swing radius
(12' 3")
(1111")
(11' 12")
Standard Equipment
0 Dimensions R210LC-7A High Chassis
P � �
B
I
mm (ft - in)
Tumbler distance
3,650(12'0")
Overall length of crawler
Ground clearance of counterweight
Tail swing radius
Rear -end length
4,440 (14' 7")
1,260 (4' 2")
2,830 (9' 3")
2,770 (9' 1")
-
Overall width of upperstructure
2,700 (8' 10")
-
Overall height of cab
3,100 (10' 2")
Min. ground clearance
660 (2' 2")
Track gauge
2,795 (9'2")
Working ranges R210LC-7A High Chassis
A
(ft)
35
30
25-
20-
15-
10
5
0
5
to-
15-
20-
1.
�12 11 10 9 8 7 6 5 4 3 2 1 0
(meters)
35 30 25 20 15 10 5 0 (ft)
E
El
B HYUNDAI
U_
K
H
L
mm (ft - in)
Boom length
335,680(IF 8")
Arm length
2,000
2,400
x2,920
3,900
(6'7")
(7' 10")
(9 7")
(12' 10")
.Overall length
9,640
(31' 7")
9,550
(31' 4")
9A70
(31' 1")
9,560
(31' 4")
Overall
3,320
3,220
3,080
3,490
height of boom
(10,1111)
(10' 7")
(10' 1")
(11' 5")
Type
grouser
gro�upser
�600
700
800
710
width
Fracrkwidth
(24")
(28")
(32")
(28")
h
3,395
3,495
3,595
3,505
(11' 2")
(11' 6")
(12' 0")
(11' 6")
x Standard Equipment
mm (ft in)
Boom length
-A5,680 (18' 8")
Arm length
2,000
2,400
O2,920
3,900
(6' 7')
(T 10")
(9 7")
(12' 10")
. Max. digging reach
9,140
(30' 0")
9,500
(31' 2")
9,940
(32' 7")
10,910
(35'10")
Max. digging reach
8,920
9,290
9,740
10,730
on ground
(29'3")
(30'6")
(31'11")
(35'2")
. Max. digging depth
5,630
6,010
6,550
7,530
(18' 6")
(19' 9")
(21' 6")
(24' 8")
Max. digging depth
5,390
5,820
6,%0
7,390
(8' level)
(17'8")
(19'1")
(20'10")
(24'3")
.Max. vertical wall
5,090
5,530
5,930
7,050
digging depth
(16'8")
(18'2")
(IT 5-)
(23'1")
Max. digging height
9,330
(30' ')
9,530
(31' 3")
900
(31' 8")
10,300
0' 911)
Max. dumping height
6,520
6,710
6,860
(21' 5"1
122' 0"1
122' 6"1
1
3,750
3,650
Min. swing radius
3,740
3,640
(12' 4")
(12' 3")
(11' 11")
(11' 12")
Standard Equipment
HYUNDAI CONSTRUCTION EQUIPMENT 14/15

ifting Capacities
y Lifting capacities R210LC-7A
Rating over -front 9-C Rating over -side or 360 degree
• Boom : 5.68m (18' 8") • Arm : 2.0 m (6' 7") • Bucket: 0.92 m' (1.20 yd') SAE heaped • Shoe: 600mm(24") triple grouser with 3,800kg (8,380 lb) counterweight
a
LodVIIIIIlIIIIIIIIIIIIIIIII
ad point
height
3.Om(10.Oft)
4.5m(15.0ft)
6.0m(20.0
EJ==r
m (ft)
m(ft)
i U J
i
7.5 m
kg
*3750
*3750
6.64
(25.0 ft)
Ib
*8270
1 *8270
(21.8)
6.0 m
kg
*4150
*4150
*3800
3060
7.78
(20.0 ft)
Ib
*9150
*9150
*8380
6750
(25.5)
4.5 m
kg
*5360
*5360
*4540
*4540
*3910
2560
8.43
(15.0 ft)
Ib
*11820
*11820
*10010
*10010
*8620
5640
(27.7)
3.0 m
kg
*6970
6830
*5240
4380
*4500
3020
*4050
2340
8.74
(10.0 ft)
Ib
*15370
15060
*11550
9660
*9920
6660
*8930
5160
(28.7)
1.5 m
kg
*8380
6310
*5950
4120
*4820
2900
4000
2280
8.73
(5.0 ft)
Ib
*18470
13910
*13120
9080
*10630
6390
8820
5030
(28.6)
Ground
kg
*9020
6080
*64
4980
2830
4210
2400
Line
Ib
*19890
13400
*14180
10980 i
6240
9280
5290
-1.5 m
kg
*13020
12190
*8960
6050
*6510
3910
*4550
2770
7.76
(-5.0 ft)
Ib
*28700
' 26870
*19750
' 13340
*14350
' 8620
*10030
' 6110
(25.5)
-3.0 m
kg
*11620
1 *11620
*8210
1 6160
*5910
1 3990
*4510
1 3660
6.61
(-10.0 ft)
Ib
*25620
*25620
*18100
13580
*13030
8800
*9940
8070
(21.7)
-4.5 m
kg
*8770
*8770
( 15.0 ft)
Ib
*19330
' *19330
• Boom: 5.68m (18' 8") • Arm: 2.4 m (T 10") • Bucket: 0.92 m' (1.20 yd') SAE heaped • Shoe: 600mm(24") triple grouser with 3,800kg (8,380 lb) counterweight
4.5 m
(15.01t)
6.0 m
(20.0 ft)
In(ft)
7.5 m
kg
*3630
3190
7.15
(25.0 ft)
Ila
i
*8000
7030
(23.5)
6.0 m
kg
*3750
*3750
*3520
2490
8.20
(20.0 ft)
Ib
i
*8270
*8270
*7760
5490
(26.9)
4.5 m
kg
*4190
*4190
*3940
3140
*3450
2200
8.82
0 5.0 ft)
Ib
i
*9240
*9240
*8690
6920
*7610
4850
(28.9)
3.0 m
kg
*6420
i *6420
*4920
4400
*4240
3020
3770
2100
9.11
(10.0 ft)
Ib
i
*14150
*14150
*10850
9700
*9350
6660
8310
4630
(29.9)
1.5 m
kg
*7960
6360
*5690
4130
*4620
2890
3720
2150
9.10
(5.0 ft)
Ib
*17550
14020
*12540
9110
*10190
6370
8200
4740
(29.9)
Ground
kg
*8300
1 *8300
*8820
i 6050
*6260
3930
*4920
2790
3890
2350
8.81
Line
I
i
*18300
*18300
*19440
13340
*13800
8660
*10850
6150
8580
5180
(28.9)
-1.5 m
kg
*9220
i *9220
*12750
11960
*8970
5970
*6460
3850
*4300
2780
8.18
(-5.0 ft)
Ib
*20330
' *20330
*28110
26370
*19780
13160
*14240
8490
*9480
6130
(26.8)
-3.0 m
kg
*13340
*13340
*12280
12180
*8430
6040
*6110
3890
*4360
1 *3450
7.12
( 10.0 ft)
Ib
*29410
i *29410
*27070
26850
*18580
13320
*13470
8580
*9610
*7610
(23.4)
-4.5 m
kg
*9840
*9840
*6850
6300
( 15.0 ft)
Ib
*21690
*21690
*15100
' 13890
Boom : 5.68m (18' 8") • Arm : 2.92 m (9' 7") • Bucket: 0.92 m' (1.20 yd') SAE heaped • Shoe : 600mm(24") triple grouser with 3,800kg (8,380 lb) counterweight
oa pom
1.5m(5.Oft)
3.Om(10.0
4.5m(15.Oft)
6.Om(20.Oft)
7.5m(25.Oft)
height
m(ft)
­E
In (ft 1
7.5 m
kg
*3120
*3120
7.72
(25.0 ft)
Ib
i
*6880
1 *6880
(25.3)
6.0 m
kg
*3210
2530
8.69
(20.0 ft)
Ib
i
*7080
5580
(28.5)
4.5 m
kg
'
*3770
*3770
*3590
3210
*3340
2170
9.27
(15.0 ft)
Ib
i
*8310 1
*8310
*7910
1 7080
*7360
1 4780
(30.4)
3.0 m
kg
*9160
i *9160
*5760
*5760
*4530
4490
*3950
3070
*3490
1980
9.55
(10.0 ft)
Ib
i
*20190
*20190
*12700
*12700
*9990
9900
*8710
6770
*7690
4370
(31.3)
1.5 m
kg
*8660
*8660
*7430
6550
*5380
4180
*4390
2910
3440
1930
9.54
(5.0 ft)
Ib
*19090
1 *19090
*16380
14330
*11860
9220
*9680
6420
7580
1 4250
(31.3)
Ground
kg
*9310
*9310
*8550
6100
*6060
3950
*4770
2780
3580
2000
9.26
Line
Ib
i
*20530
*20530
*18850
13450
*13360
871
* 520
6130
7890
4410
(30.4)
-1.5 m
kg
*8550 i
*8550
*12160
11830
*8950
5940
*6400
3820
4870
2720
3970
2230
8.67
(-5.0 ft)
Ib
*18850 '
*18850
*26810
26080
*19730
13100
*14110
8420
10740
6000
8750
4920
(28.4)
-3.0 m
kg
*11700
*11700
*13020
11990
*8680
5960
*6280
3820
*4230
1 2770
7.69
( 10.0 ft)
Ib
*25790 i
*25790
*28700
26430
*19140
13140
*13850
8420
*9330
6110
(25.2)
-4.5 m
kg
*11040
*11040
*7560
6130
*4140
*4140
6.09
(-15.0 ft)
Ib
*24340
*24340
*16670
13510
*9130
*9130
(20.0)
• Boom : 5.68m (18' 8") • Arm : 3.9 m (12' 9") • Bucket: 0.92 m' (1.20 yd') SAE heaped • Shoe : 600mm(24") triple grouser with 3,800kg (8,380 lb) counterweight
Load point
oad
radio
height
m(5.Oft)
3.0m(10.0
4.kn(15.0ft)
6.0m(20.0ft)
.5m(25.0ft)
9.0m(30.0ft)
mlftl
m (ft)
9.0 m
kg
i
*2590
1 *2590
7.66
(30.0 ft)
Ib
*5710
� *5710
(25.1)
7.5 m
kg
*1870
*1870
*2640
, 2470
8.94
(25.0 ft)
Ib
*4120
*4120
*5820
5450
(29.3)
6.0 m
kg
*2670
1 *2670
1
*2720
1 2010
9.77
(20.0 ft)
Ib
i
i
*5890
*5890
i
*6000
4430
(32.1)
4.5 m
kg
*2910
*2910
*1930
' *1930
*2830
1750
10.28
(15.0 ft)
Ib
i
i
*6420
*6420
*4250
*4250
*6240
3860
(33.7)
3.0 m
kg
*3710
1 *3710
*3340
3130
*2750
i 2190
2940
i 1610
10.52
(10.0 ft)
Ib
*8180
' *8180
*7360
6900
*6060
' 4830
6480
' 3550
(34.5)
1.5 m
kg
*10430
*10430
*6230
*6230
*4640
4270
*3860
2930
*3260
2090
2890
1570
10.52
(5.0 ft)
Ib
*22990
; *22990
*13730
*13730
*10230
9410
*8510
6460
*7190
4610
6370
3460
(34.5)
Ground
kg
*4950
' *4950
*9990
' *9990
*7720
' 6170
*5490
3960
*4360
2760
*3340
2000
2970
1610
10.27
Line
Ib
*10910
i *10910
*22020
i *22020
*17020
13600
*12100
8730
*9610
6080
*7360
4410
6550
3550
(33.7)
-1.5 m
*6070
3750
*4710
2640
*2240
1950
3220
1760
9.75
kg
*7060 , *7060
*10980 , *10980
*8560 5860
(-5.0 ft)
Ib
*15560
' *15560
*24210
' *24210
*18870
12920
*13380
8270
*10380
5820
*4940
4300
7100
3880
(32.0)
-3.0 m
kg
*9410
*9410
*13520
11550
*8760
5760
*6270
3670
4750
2600
*3650
1 2080
8.91
1-10.0 ft)
Ib
*20750
i *20750
*29810
i 25460
*19310
12700
*13820
8090
10470
5730
*8050
4590
(29.2)
-4.5 m
kg
*12210
' *12210
*12480
' 11790
*8250
5830
*5920
3720
*3770
2770
7.62
1-15.0 ft)
Ib
*26920
*26920
*27510
25990
*18190
12850
*13050
8200
*8310
6110
(25.0)
6.0 m
kg
*9890
, *9890
*6620
6110
(20.0 ft)
Ib
*21800
' *21800
*14590
13470
-Boom: 5.68m (18' 8") • Arm : 2.0 m (6' 7") • Bucket: 0.92 m' (1.20 yd3) SAE heaped •Shoe:800mm(32")triple grouser with 3,800kg (8,380 lb) counterweight
4.5m115.0ft)
ad
radio
m120.Oft)
3.Om(10.0i
nig
f
m (ft)
7.5 m
*3750
*3750
6.64
(25.0ft)771b
*8270
*8270
(21.8)
6.0 m
kg
*4150
*4150
*3800
3140
7.78
(20.0 ft)
Ib
;
*9150
*9150
*8380
; 6920
(25.5)
4.5 m
kg
*5360
*5360
*4540
*4540
*3910
2640
8.43
0 5.0 ft)
Ib
1
*11820
*11820
*10010
*10010
*8620
5820
(27.7)
3.0 m
kg
*6970
*6970
*5240
4490
*4500
3110
*4050
2410
8.74
0 0.0 ft)
Ib
;
*15370
; *15370
*11550
9900
*9920
6860
*8930
; 5310
(28.7)
1.5 m
kg
*8380
6480
*5950
4240
*4820
2990
4120
2360
8.73
(5.0 ft)
Ib
*18470
14290
*13120
9350
*10630
6590
9080
5200
(28.6)
Ground
kg
*9020
1 6250
*6430
4080
*5040
2910
4340
Line
Ib
*19890
13780
*14180 It
8990
*11110
6420
9570
*4550
2850
7.76
1.5 m
kg
*13020 12510
*8960 ; 6220
*6510 4030
(-5.0 ft)
Ib
*28700
27580
*19750
' 13710
*14350
8880
*10030
' 6280
(25.5)
-3.0 m
kg
*11620
*11620
*8210
6330
*5910
4110
*4510
3760
6.61
(-10.0 ft)
Ib
*25620
*25620
*18100
13960
*13030
9060
*9940
8290
(21.7)
-4.5 m
kg
*8770
*8770
1-15.0 ft)
Ib
*19330
*19330
• Boom: 5.68m (18' 8") • Arm: 2.4 m (T 10") • Bucket: 0.92 m' (1.20 yd') SAE heaped • Shoe: 800mm(32") triple grouser with 3,800kg (8,380 lb) counterweight
.reach
Load point
height
(S.Oft)
3.0m(10.0ft)
6.0m(20.0ft)
7.5m(25.Oft)
Capacity
Reach
m(ft)
i
J
In Ift)
7.5 m
kg
*3450
*3450
7.15
(25.0 ft)
Ila
i
*7610
1 *7610
(23.5)
6.0 m
kg
*3750
*3750
*3520
2860
8.20
(20.0 ft)
Ib
i
i
i
*8270
*8270
*7760
i 6310
(26.9)
4.5 m
kg
*4190
' *4190
*3940
3220
*3630
2430
8.82
0 5.0 ft)
Ib
i
i
i
*9240
*9240
*8690
7100
*8000
5360
(28.9)
3.0 m
kg
*6420 i
*6420
*4920
4520
*4240
3110
*3780
2220
9.11
(10.0 ft)
Ila
i
*14150 i
*14150
*10850
9960
*9350
6860
*8330
4890
(29.9)
1.5 m
kg
*7960
6530
*5690
4240
*4620
2980
3830
2170
9.10
(5.0 ft)
Ila
*17550
14400
*12540
9350
*10190
1 6570
8440
4780
(29.9)
Ground
kg
1111M
17
*8300
*8300
*8820
6220
*6260
4050
*4920
2870
4010
227
Line
Ib
*18300
i *18300
*19440
13710
*13800
i 8930
*10850
6330
8840
i 500
-1.5 m
kg
*9220
*9220
*12750
12280
*8970
6140
*6460
3960
*4300
2570
8.18
(-5.0 ft)
Ib
*20330
*20330
*28110
27070
*19780
13540
*14240
8730
*9480
5670
(26.8)
-3.0 m
kg
*13340
*13340
*12280
*12280
*8430
6210
*6110
4000
*4360
3290
7.12
( 10.0 ft)
Ib
*29410
*29410
*27070
i *27070
*18580 i
13690
*13470
8820
i
*9610
i 7250
(23.4)
-4.5 m
kg
*9840
*9840
*6850
6470
( 15.0 ft)
Ib
*21690
*21690
*15100
14260
1. Lifting capacity is based on SAE J1097, ISO 10567.
2. Lifting capacity of the Robex Series does not exceed 75% of tipping load with the machine on firm, level ground or 87% of full hydraulic capacity.
3. The load point is a hook (standard equipment) located on the back of the bucket.
4. (*) indicates load limited by hydraulic capacity.
1. Lifting capacity is based on SAE J1097, ISO 10567.
2. Lifting capacity of the Robex Series does not exceed 75%of tipping load with the machine on firm, level ground or 87%of full hydraulic capacity.
3. The load point is a hook (standard equipment) located on the back of the bucket.
4. M indicates load limited by hydraulic capacity. HYUNDAI CONSTRUCTION EQUIPMENT 16/ 17

ifting Capacities 4,00
• Boom : 5.68m (18' 8") • Arm : 2.92 m (9' 7") -Bucket: 0.92 m' (1.20 yd') SAE heaped -Shoe: 800mm(32") triple grouser with 3,800kg (8,380 Ib) counterweight
3.Om(10.Oft)
4.5m(15.Oft)
Capacity
in (ft)
eig
1.5m(5.0ft)
7.5 m
kg
*3120
*3120
7.72
(25.0 ft)
Ib
*6880
*6880
(25.3)
6.0 m
kg
,
*3210
2600
8.69
(20.0 ft)
Ib
i
*7080
5730
(28.5)
4.5 m
kg
*3770 *3770
*3590
3300
*3340
2230
9.27
0 5.0 ft)
Ib
i
1
1
*8310 *8310
*7910
7280
*7360
4920
(30.4)
3.0 m
kg
*9160
i *9160
*5760
*5760
*4530 i *4530
*3950
i 3160
*3490
2050
9.55
0 0.0 ft)
Ib
i
*20190
*20190
*12700
*12700
*9990 *9990
*8710
6970
*7690
4520
(31.3)
1.5 m
kg
i
*8660
*8660
*7430
6670
*5380 4300
*4390
3000
3550
2000
9.54
MID ft)
Ib
*19090
*19090
*16380
14700
*11860 9480
*9680
6610
7830
4410
(31.3)
Ground
kg
*9310
*9310
6270
0
*4770
2870
3690
2070
9.26
Line
Ib
i
*20530
*20530
i
13820
0
*10520
6330
8140
4560
(30.4)
-1.5 m
kg
*8550 i
*8550
*12160
12150
*8950
6110
*6400 3940
*4940
2810
*4070
2310
8.67
(-5.0 ft)
Ib
*18850 '
*18850
*26810
26790
*19730
13470
*14110 8690
*10890
6190
*8970
5090
(28.4)
-3.0 m
kg
*11700
*11700
*13020
12310
*8680
6130
*6280 3930
*4230
2850
7.69
(-10.0 ft)
Ib
*25790 i
*25790
*28700
27140
*19140
13510
*13850 8660
*9330
6280
(25.2)
4.5 m
kg
*11040
*11040
*7560
6300
*4140
*4140
6.09
( 15.0 ft)
Ib
*24340
*24340
1 *16670
13890
*9130
*9130
(20.0)
Boom : 5.68m (18' 8") • Arm : 3.9 m (12' 9"I • Bucket: 0.92 m3 (1.20 yd') SAE heaped • Shoe : 800mm(32") triple grouser with 3,800kg (8,380 lb) counterweight
Loadpoint
height
1.5m15.Oft)
3.Om110.Oft)
4.5m115.0ft)
6.0m120.Oft)
.5m(25.Oft)
9.Om130.Oft)
Capacity
Re
m(ft)
D�
D�
�,__�}
i
i[�=u
in (ft I
9.0 m
kg
*2590
' *2590
7.66
(30.0 ft)
Ib
i
i
*5710
i *5710
(25.1)
7.5 m
kg
*1870
*1870
*2640
, 2550
8.94
(25.0 ft)
Ib
*4120
*4120
*5820
' 5620
(29.3)
6.0 m
kg
*2670
i *2670
*2720
1 2080
9.77
(20.0 ft)
Ib
i
*5890
*5890
i
*6000
i 4590
(32.1)
4.5 m
kg
*2910
*2910
*1930
' *1930
*2830
' 1810
10.28
(15.0 ft)
Ib
i
*6420
*6420
*4250
i *4250
*6240
i 3990
(33.7)
3.0 m
kg
*371 0,
*3710
'*3340, 3220
*2750
, 2270
'*2960, 1670
10.52
(10.0 ft)
Ib
*8180
' *8180
*7360
' 7100
*6060
' 5000
*6530
' 3680
(34.5)
1.5 m
kg
*10430
1 *10430
*6230
*6230
*4640
4390
*3860
3020
*3260
1 2160
2990
1 1620
10.52
(5.0ft)
Ib
*22990
*22990
*13730
*13730
*10230
9680
*8510
6660
*7190
i 4760
6590
i 3570
(34.5)
Ground
kg
*4950
*4950
*9990
*9990
*7720
6340
*5490
4070
*4360
2850
*3340
2070
3070
1670
10.27
Line
Ib
*10910
*10910
*22020
*22020
*17020
i 13980
*12100
i 8970
*9610
6280
*7360
i 4560
6770
i 3680
(33.7)
-1.5 m
kg
*7060
*7060
*10980
*10980
*8560
6030
*6070
3870
*4710
2730
*2240
, 2020
3330
, 1820
9.75
(-S.Oft)
Ib
*15560
*15560
*24210
*24210
*18870
13290
*13380
8530
*10380
' 6020
*4940
' 4450
7340
' 4010
(32.0)
-3.0 m
kg
*9410
*9410
*13520
11870
*8760
5930
*6270
3790
*4780
1 2680
*3650
1 2150
8.91
(-10.0 ft)
Ib
*20750
*20750
*29810
26170
*19310
13070
*13820
8360
*10540
5910
i
*8050
; 4740
(29.2)
-4.5 m
kg
*12210
*12210
*12480
' 12100
*8250
6000
*5920
3830
*3770
' 2860
7.62
( 15.0 ft)
Ib
*26920
*26920
*27510
26680
*18190
13230
*13050
8440
*8310
6310
(25.0)
6.0 m
kg
*9890
, *9890
*6620
6280
(20.0 ft)
Ib
!
*21800
' *21800
*14590
13850
y Lifting capacities R21OLC-7A High Chassis
Rating over -front EE1,-E Rating over -side or 360 degree
• Boom : 5.68m 08' 8") • Arm : 2.0 m (6' 7" 1 • Bucket: 0.92 m3 (1.20 yd') SAE heaped • Shoe : 600mm(24") triple grouser with 3,800kg (8,380 lb) counterweight
Luau Poll M
t
height
4.5m(15.Oft)
6.0m(20.0ft
m(ft)
i
r
In (ft)
7.5 m
kg
*3750
*3750
6.82
(25.0 ft)
Ib
i
*8270
1 *8270
(22.4)
6.0 m
kg
*4170
*4170
*3810
*3810
7.88
(20.0 ft)
Ib
*9190
*9190
i
*8400
*8400
(25.9)
4.5 m
kg
*8080
*8080
*5550
*5550
*4620
*4620
;
*3920
3280
8.49
(15.0 ft)
Ib
*17810
' *17810
*12240
*12240
*10190
*10190
'
*8640
7230
(27.9)
3.0 m
kg
1
*7170
*7170
*5330
*5330
*4540
3900
*4070
3050
8.75
0 0.0 ft)
Ib
*15810
i *15810
*11750
*11750
*10010
i 8600
*8970
6720
(28.7)
1.5 m
kg
*8510
8290
*6030
5350
*4860
3790
*4250
3020
8.71
(5.0ft)
Ib
*18760
i 18280
*13290
11790
*10710
i 8360
*9370
6660
(28.6)
Ground
kg
*9050
647
*5050
3720
Line
Ib
*19950
*14260
11440
*11130
8200
-1.5 m
kg
*12900
1 *12900
*8910
8070
*6480
5150
*4560
3710
7.64
(-5.0ft)
Ib
*28440
*28440
*19640
17790
*14290
11350
i
*10050
8180
(25.1)
-3.0 m
kg
*11370
*11370
*8040
*8040
*4470
*4470
6.41
(-10.Oft)
Ib
*25070
*25070
*17730
*17730
*9850
*9850
(21.0)
• Boom : 5.68m (18' 8") • Arm : 2.4 m (T 10") • Bucket: 0.92 m' (1.20 yd') SAE heaped • Shoe: 600mm(24") triple grouser with 3,800kg (8,380lb) counterweight
Load point
height
1.5m(5.0
3.Om(10.0ft)
,
4.5m(15.0ft)
,
6.0m(20.0ft)
,
7.5m(25.0ft)
,
Capacity
I
­E
in (ft
7.5 m
kg
*3650
4350
6.94
(25.0 ft)
Ib
*8050
9590
(22.8)
6.0 m
kg
*3780
, *3780
*3530
3360
8.07
(20.0 ft)
Ib
*8330
*8330
*7780
i 7410
(26.5)
4.5 m
kg
*5010
*5010
*4270
*4270
*3960
*3960
*3460
2950
8.75
(15.0 ft)
Ib
*11050
1 *11050
*9410
' *9410
*8730
1 *8730
*7630
6500
(28.7)
3.0 m
kg
------------
*6640
*6640
*5020
1 *5020
*4290
3910
*3800
2790
9.08
(10.0 ft)
Ib
*14640
i *14640
*11070
i *11070
*9460
8620
*8380
i 6150
(29.8)
1.5 m
kg
*8110
*8110
*5780
i 5350
*4670
3770
*3970
i 2830
9.12
(5.0ft)
Ib
*17880
*17"0
*12740
' 11790
*10300
8310
*8750
6240
(29.9)
Ground
kg
1
*8830
1 *8830
*8870
i 8040
*6310
0
*4150
3040
8.87
Line
Ib
i
*19470
i *19470
*19550
i 17730
*13910
1 11380
8090
*9150
i 6700
(29.1)
-1.5 m
kg
*9710
*9710
*13370
*13370
*8940
7970
*6460
5090
*4320
3500
8.30
(-5.0ft)
Ib
*21410
1 *21410
*29480
*29480
*19710
17570
*14240
1 11220
*9520
7720
(27.2)
-3.0 m
kg
*13920
1 *13920
*12060
*12060
*8310
8070
*6000
1 5150
*4350
*3460
7.31
(-10.0 ft)
Ib
*30690
*30690
*26590
*26590
*18320
17790
*13230
11350
*9590
*7630
(24.0)
-4.5 m
kg
*9390
*9390
*6500
*6500
1-15.0 ft)
Ib
*20700
*20700v
1 *14330
*14330
• Boom: 5.68m (18' 8") • Arm : 2.92 m (9" 7") • Bucket: 0.92 m' (1.20 yd') SAE heaped • Shoe: 600mm(24") triple grouser with 3,800kg (8,380 lb) counterweight
3.Om(10.Oft)
4.5in(15.0ft)
m(zu.0
ft)
7.5m(25.Oft)
Capacity
71
in (ft
7.5 m
kg
*3130
*3130
7.87
(25.0 ft)
Ib
*6900
*6900
(25.8)
6.0 m
kg
*2390
i *2390
*3230
3200
8.79
(20.0 ft)
Ib
*5270
*5270
*7120
; 7050
(28.8)
4.5 m
kg
*3850
*3850
*3620
*3620
*3360
2810
9.32
(15.0 ft)
Ib
i
1
*8490 1
*8490
*7980
1 *7980
*7410
6190
(30.6)
3.0 m
kg
*9770
1 *9770
*5990 1
*5990
*4640
*4640
*4010
3950
*3510
2620
9.56
(10.0 ft)
Ib
*21540
i *21540
*13210 i
*13210
*10230 i
*10230
*8840
8710
*7740
i 5780
(31.4)
1.5 m
k
*8460
' *8460
*7610
*7610
*5470 '
5400
*4450
3790
*3690
2580
9.52
(5.0ft)
Ib
1
*18650
*18650
*16780
*16780
*12060
11900
*9810
8360
*8140
5690
(31.2)
Ground
kg
*9600
i *9600
*8640 i
8080
*6120
5170
*4810
3670
*3880
2700
9.21
Line
Ib
i
*21160
i *21160
*19050 i
17810
*13490
11400
*10600W
8090
*8550
i 5950
(30.2)
-1.5 m
kg
*8930
*8930
*12600
*12600
*8950
7940
*6420
5060
*4940
, 3610
*4090
; 3030
8.57
(-S.Oft)
Ib
*19690
' *19690
*27780
' *27780
*19730 '
17500
*14150 '
11160
*10890
' 7960
*9020
6680
(28.1)
-3.0 m
kg
*12130
1 *12130
*12840
*12840
*8600
7980
*6220
5070
*4240
1 3770
7.53
(-10.0 ft)
Ib
*26740
i *26740
*28310
*28310
*18960 i
17590
*13710 i
11180
i
*9350
i 8310
(24.7)
-4.5 m
kg
*10670
*10670
*7320
*7320
(-15.0 ft)
Ib
*23520
*23520
*16140
*16140
• Boom: 5.68m (18' 8") • Arm : 3.9 m (12' 9") • Bucket : 0.92 m' (1.20 yd') SAE heaped • Shoe: 600mm(24") triple grouser with 3,800kg (8,380 lb) counterweight
Load point
Load
radius
height
0
ft)
3.0 m
(10.0 ft
4.5 m
(15.0 ft)
6.0 m
(20.0 ft)
(25.0 ft)
9.0 m
(30.0 ft)
Capacity
i L-C
in (ft)
9.0 m
kg
*2590
*2590
7.85
(30.0ft)
Ib
i
i
*5710
*5710
(25.8)
7.5 m
kg
*2100
, *2100
*2650
, *2650
9.06
(25.0 ft)
Ib
*4630
' *4630
:2
*5840
*5840
(29.7)
6.0 m
kg
i
i
1
1
*2690
i go
*2730
2600
9.85
(20.0 ft)
Ib
i
*5930
i *5930
*6020
5730
(32.3)
4.5 m
kg
*2960
' *2960
*2060
' *2060
*2850
2320
10.32
(15.0 ft)
Ib
i
*6530
*6530
*4540
*4540
*6280
5110
(33.9)
3.0 m
kg
*3820
, *3820
*3410
, *3410
*2830
*2830
*2980
2170
10.54
0 0.0 ft)
Ib
*8420
' *8420
*7520
' *7520
*6240
*6240
*6570
4780
(34.6)
1.5 m
kg
1
*10900
1 *10900
*6450
*6450
*4760
1 *4760
*3930
i 3820
*3300
1 2780
*3120
2140
10.50
15.0 ft)
Ib
;
*24030
*24030
*14220
*14220
*10490
; *10490
*8660
; 8420
*7280
6130
*6880
4720
(34.4)
Ground
kg
*5210
*5210
*9980
*9980
*7870
*7870
*5580
' 5180
*4410
' 3640
*3280
2690
*3230
2210
10.22
Line
Ib
*11490
*11490
*22000
*22000
*17350
*17350
*12300
11420
*9720
8020
*7230
1 5930
*7120
4870
(33.5)
-1.5 m
kg
*7340
*7340
*11230
*11230
*8620
7840
*6120
, 4980
*4740
, 3520
*3490
2420
9.67
(-5.0ft)
Ib
*16180
*16180
*24760
*24760
*19000
17280
*13490
' 10980
*10450
' 7760
*7690
5340
(31.7)
-3.0 m
kg
*9730
*9730
*13580
*13580
*8730
7760
*6260
4910
*4760
1 3490
*3670
2860
8.78
(-10.0 ft)
Ib
*21450
*21450
*29940
*29940
*19250
17110
*13800
i 10820
*10490
i 7690
*8090
6310
(28.8)
-4.5 m
kg
*12610
*12610
*12250
*12250
*8120
7860
*5820
' 4980
*3770
3770
7.41
( 15.0 ft)
Ib
*27800
*27800
*27010
*27010
*17900
17330
*13830
10980
*8310
8310
(24.3)
6.0 m
kg
*9410
*9410
*6270
*6270
(20.0 ft)
Ib
*20750
*20750
*13820
*13820
1. Lifting capacity is based on SAE J1097, IS010567.
2. Lifting capacity of the Robex Series does not exceed 75% of tipping load with the machine on firm, level ground or 87% of full hydraulic capacity.
3. The load point is a hook (standard equipment) located on the back of the bucket.
4. (*) indicates load limited by hydraulic capacity.
1. Lifting capacity is based on SAE J1097, IS010567.
2. Lifting capacity of the Robex Series does not exceed 75%of tipping load with the machine on firm, level ground or 87%of full hydraulic capacity.
3. The load point is a hook (standard equipment) located on the back of the bucket.
4. M indicates load limited by hydraulic capacity. HYUNDAI CONSTRUCTION EQUIPMENT 18/ 19

Net Power Operating Weight Standard Bucket
197 HP (147 kV) / 2,200 rpm 15,420 kg / 33,995 Ib 2.8 m3/ 3.7 yd3
AHYUNDAI
CONSTRUCTION EQUIPMENT

SPECIFICATIONS HL955
Make/model
CUMMINS/QSB6.7
Type
Water-cooled, 4-cycle, turbocharged
air-cooled, direct -injection electronically
controlled diesel engine
Gross power
200 HP (149 kW) / 2,200 rpm
Net power
197 HP (147 kW) / 2,200 rpm
Maximum torque
95 kg.m (685 Ib•ft) / 1,400 rpm
No. of cylinders
6
Bore x stroke
107 mm (4.21") x 124 mm (4.88")
Displacement
6.7 Q (409 in3)
Compression ratio
17.3 : 1
Air cleaner
Dry, 2-stage dual elements
Alternator
24 V - 95 Amp
Battery
2 x 12 V - 160 Ah, 900 CCA
Starting motor
24 V - 7.8 kW
Torque converter type 3-element, single -stage, single-phase
* Fully automatic power shift, countershaft type with soft -shift in range and
direction.
Travel speed, km/h (mph) 4 speed T/M 5 speed T/M
with lockup clutch
1st
6.9 (4.3)
6.4 (4.0)
2nd
11.4 (7.1)
11.1 (6.9)
Forward 3rd
23.0 (14.3)
17.1 (10.6)
4th
38.5 (23.9)
26.6 (16.5)
5th
40.0 (24.9)
1st
7.3 (4.5)
6.7 (4.2)
Reverse 2nd
12.0 (7.5)
11.7 (7.3)
3rd
24.3 (15.1)
28.0 (17.4)
Drive system
Four-wheel drive system
Mount
Rigid front axle and oscillating rear axle
Rear axle oscillation
±11 ° center pin -loaded
Hub reduction
Planetary reduction at wheel end
Differential
Hydraulic lock (front)/conventional (rear)
Reduction ratio
23.680
Description
UNIT
HL955
HL955XT
Operating weight
kg
15,420
15,775
(lb)
(33,995)
(34,780)
Bucket Heaped
m3 (yd3)
2.8 (3.6)
2.8 (3.6)
capacity Struck
m3 (yd3)
2.4 (3.1)
2.4 (3.1)
Breakout force -bucket
kg
13,000
12,790
(lb)
(28,660)
(28,200)
Straight
kg
12,310
9,490
Tipping load
(lb)
(27,139)
(20,920)
Full turn
kg
10,780
8,200
(lb)
(23,766)
(18,075)
Type Tubeless, loader design tires
Standard 20.5 R25, L3
20.5-25, 16PR, L2
Options include 20.5-25, 16PR, L3
20.5-25, 16PR, L5
17.5-25. 12PR, L3
01 If
Typee AW
Load -sensing hydraulic system
Variable -displacement piston pump,
Pump
185 2/min (49 m)
Control valve
2-spool (bucket, boom)
3-spool (bucket, boom, aux)
System ressure
280 kq f/cmz (3,983psi)
The valve has four functions:
Lift circuit
raise, hold, lower and float
Can adjust automatic kick -out from hori-
zontal to full lift
The valve has three functions:
Tilt circuit tilt back, hold and dump
Can adjust automatic bucket
positioner to desired load angle
Type: double acting
No. of cylinders -bore x stroke:
Cylinder Lift: 2-125mm (4.9") x 745mm (29.3")
HL955 Tilt: 1-140mm (5.5") x 485mm (19.1 ")
HL955XT Tilt: 1-140mm(5.5")x490mm(19.3")
Raise: 5.8 sec
Cycle times Dump: 1.2 sec
Lower: 3.8 sec
Total: 10.8 sec
Hydraulically actuated, wet -disc
Service brakes brakes actuate all 4 wheels
Independent axle -by -axle system
Self-adjusting and wheelspeed brake
Parking brake Spring applied, hydraulic released brake
When brake oil pressure drops,
Emergency brake indicator light alerts operator, and
oarkina brake automatically applies
Load -sensing hydrostatic articulated
Type steering
Pump Variable -displacement piston pump,
109 Urnin (29 gpm)
Relief valve setting 250 kgf/cmz (3,556 psi)
Double acting
Cylinder 2-65 mm (2.6") x 418 mm (16.5")
Steering angle 40° both right and left angle, respectively
Additional features Center -point frame articulation
Tilt and telescopic steering column
Fuel tank
250 Q (66
gal)
DEF tank
27 Q (7.1
gal)
Cooling system
42 Q (11.1
gal)
Crankcase
18 Q (4.8
gal)
Transmission
33 Q (8.7
gal)
Front axle
32 Q (8.5
gal)
Rear axle
24 Q (6.3
gal)
Hydraulic tank
108 Q (28.5
gal)
Hydraulic system
(including tank)
188 Q (49.7 gal)

All dimensions are
Description
UNIT
I HL955
I HL955XT
Bucket type
General
purpose bolt -on
cutting edge
A. Dumping clearance at
mm
2,840
3,415
max. height and 45°
(ft-in)
(9' 3.8")
(11' 2.4")
dump angle.
Full lift
mm
1,125
1,165
(ft-in)
(3' 8.3 ")
(3' 9.9")
B. Reach
2,134 mm
mm
1,670
2,200
height (7 feet)
(ft-in)
(5' 5.7")
(7' 2.6")
C. Digging depth
mm (in)
85 (3.3")
120 (4.7")
on ground
mm
7,630
8,235
D. Overall
(ft-in)
(25' 0")
(27' 2")
length at carry
mm
7,535
8,170
(ft-in)
(24' 8.7")
(26' 9.7")
Description
UNIT
HL955
HL955XT
E. Overall height
mm
5,380
5,955
(fully raised)
(ft-in)
(17' 7.8")
(19' 6.5")
F. Bucket pivot height (max)
mm
3,940
4,515
(ft-in)
(12' 11.1 ")
(14' 9.8")
G. Front overhang
mm
2,625
3,220
(ft-in)
(8' 7.3")
(10' 6.8")
H. Wheelbase
mm
3,050
3,050
(ft-in)
(10' 0.1 ")
(10' 0.1 ")
I. Ground clearance
mm
410
410
(ft-in)
(1' 4.1 ")
(1' 4.1 ")
J. Height over exhaust
mm
3,273
3,273
(ft-in)
(10' 8.9")
(10' 8.9")
K. Height over cab
mm
3,390
3,390
(ft-in)
(11' 1.5")
(11' 1.5")
L. Rollback on ground
deg
43
43
angle at carry
deg
48
48
M. Dump angle
deg
48
48
Clearance circle, over buck-
I mm
12,470
13,050
et (carry position)
(ft)
(40' 10.9")
(42' 9.8")
Clearance circle,
mm
11,014
11,014
outside of tires
(ft)
(36.13)
(36.13)
Clearance circle,
mm
5,854
5,854
inside of tires
(ft)
(19.20)
(19.20)
with
mm
2,740
2,740
N. Overall bucket
(ft-in)
(8' 11.9")
(8' 11.9")
width without
mm
2,580
2,580
bucket
(ft-in)
(8' 5.6")
(8' 5.6")
HL955 / DENSITY OF OPERATING
Loose material F77 Material Density
Earth/clay 1.5-1.7 tons / m3 (2,528-2,865 Ib / yd3)
Sand and gravel 1.5-1.7 tons / m3 (2,528-2,865 Ib / yd3)
25-76 mm (1" to 3") 1.6-1.7 tons / m3 (2,697-2,865 lb / yd3)
Aggregate 19 mm (3") and larger 1.8 tons / m3 (3,034 lb / yd3)
Lift arm Bucket Type m3 (yd3) Material Density [t/m3] (lb /yd3)
1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4
(1,686) (1,854) (2,023) (2,191) (2,360) (2,528) (2,697) (2,865) (3,034) (3,203) (3,371) (3,540) (3,708) (3,877) (4,045)
Cutting edge
2.8 (3.6)
3.2 m3 (4.2 yd3)
2.7 m3 (3.5 yd3)
Cutting edge
3.0 (3.9)
3.5 m3 (4.6 yd3)
2.9 m3 (3.8 yd3)
1-piece bolt -on tooth
2.7 (3.5)
3.1 m3 (4.0 yd3)
2.6 m3 (3.4 yd3)
Standard General
1-piece bolt -on tooth
2.9 (3.8)
3.3 m3 (4.3 yd3)
2.8 m3 (3.6 yd3)
lift arm Purpose
2-piece bolt -on tooth
2.7 (3.5)
3.1 m3 (4.0 yd3)
2.6 m3 (3.4 yd3)
2-piece bolt -on tooth
2.9 (3.8)
3.3 m3 (4.3 yd3)
2.8 m3 (3.6 yd3)
2-piece bolt -on tooth
and segment edge
2.8(3.6)
3.2 m3 (4.2 yd3)
2.7 m3 (3.5 yd3)
Cutting edge
2.8 (3.6)
3.2 m3 (4.2 yd3)
2.7 m3 (3.5 yd3)
Cutting edge
3.0 (3.9)
(3.5 d33 )
2.9 m3 (3.8 yd3)
1-piece bolt -on tooth
2.7 (3.5)
3.1 m3 (4.0 yd3)
2.6 m3 (3.4 yd3)
High -lift General
1-piece bolt -on tooth
2.9 (3.8)
3.3 m3 (4.3 yd3)
2.8 m3 (3.6 yd3)
arm (XT) Purpose
2-piece bolt -on tooth
2.7 (3.5)
3.1 m3 (4.0 yd3)
2.6 m3 (3.4 yd3)
2-piece bolt -on tooth
2.9 (3.8)
3.3 m3 (4.3 yd3)
2.8 m3 (3.6 yd3)
2-piece bolt -on tooth 2.8 (3.6) 3.2 m3 (4.2 yd3)
and segment edqe
2.7 m3 (3.5 yd3)
115% 100% 95%

Alternator, 95 amp
Alarms, audible and visual
Air filter clogging
Cab (sound suppressed and pressurized)
Cigar lighter and ashtray
Coat hook
Automatic climate control
Air conditioner and heater
with
Transmission error
Battery voltage
Brake oil pressure
Defroster
Engine oil pressure
Intermittent wiper and washer,
front and rear
Seat
Parking brake
Fuel level
Hydraulic oil temperature
3" retractable seat belt and adjustable air
suspension (heated)
Personal storage space
M.
Coolant temperature
Transmission oil temperature
Service brake oil pressure
Console box
Coolant level
Holder, can and cup
Water in fuel
Rearview mirrors (1 inside)
Alarm, backup
Batteries, PT
900 CCA, 12V, (2)
Gauges
Engine coolant temperature
Rearview mirrors (2 outside)
Rearview mirrors (2 outside, heated)
Steering column, tilt and telescopic
Steering wheel with knob
Roller type sunshade (front window)
Fuel level
Roller type sunshade (rear window)
Speedometer
Tinted safety glass
Transmission oil temperature
One door cab
Horn, electric
Indicator lights
T/C lockup
Magazine pocket
One accelerator pedal
High beam
One brake pedal
Turn signal
Dual -brake pedal
FNR joystick steering
Radio / USB player
Pilot cutoff
JCD display
Clock and fault code77
Bluetooth
Miracast
Rubber floor mat
Operating hour counter
Armrest
r,,,,;, ,,,,„
24-volt to 12-volt DC converter (20A)
Transmission gear range
ENGINE
STD
• ,
Indicator
Engine, Cummins QSB6.7
Job time and distance
Temperature
(coolant, hydraulic oil, t/m oil)
Lighting system
LED dome light
Tier 4 Final / Stage 4
Engine enclosure, lockable
Engine fuel priming pump
Fan guard
2 stop and taillights
Reversible cooling fan
4 turn signals
Fuel/water separator
Brake lights (counterweight)
Antifreeze
Clean emission module
2 headlights on front tower
2 working lights on front roof
DOC and SCR
4 working lights on front roof,
2 working lights on rear roof
Radiator
Starting aid (air intake heater)
4 working lights (2 xenon) on front
roof, 2 working lights on rear roof
Fuel heater
Coolant -level sight gauge
4 working lights (LED) on front roof,
2 working lights (LED) on rear roof
Engine oil -level dipstick gauge
Fuel heater (dual)
2 working lights on grille
Switches
Hazard
Air cleaner with auto dust eject
3-stage air precleaner
raining
I Brakes: service, enclosed wet -disc
Battery master switch
Parking brake
FNR
Torque converter
Diff lock
Transmission F4 / R3, computer -
SCR cleaning / inhibit
controlled, electronic soft -shift,
auto -shift and kick -down features
Secondary steering test
Pilot cutoff
Integrated monitor switches
Main light switch
Transmission F5 / R3 with
lockup clutch
Transmission oil sight level
Work light switch
Limited -slip differential (front, rear)
Auto grease switch
Transmission oil cooler
Quick coupler switch
Transmission oil cooler with thermostat
Ride control switch
Hydraulic lock differential (front) /
Work load switch
Conventional differential (rear)
Beacon lamp switch
Front axle cooling system
Rear wiper switch
Hydraulic lock differential (front)
Limited -slip differential (rear)
Mirror heat switch
Fin. — ii d.ti— a it,h
AHYUNDAI
CONSTRUCTION EQUIPMENT
www.hceamericas.com
6100 Atlantic Blvd., Norcross, GA 30071
TEL [phone] FAX [phone] Printed in U.S.A.
Tires
20.5 R25, L3
20.5 - 25, 16PR, L3
20.5 - 25, 16PR, L2
20.5 - 25, 16PR, L5
20.5 R25, XHA2, L3
17.5-25, 12PR, L3
Travel speed limiter
Boom kick -out, automatic
Bucket Positioner, automatic
Hydraulic oil cooler
Hydraulic control, 3 spool
Joystick control (EH control)
Fingertip control (EH control)
Joystick steering
Ride control system
Secondary steering system
Extra piping for auxiliary function
Quick coupler piping
Auto grease system
OTHER STID OPT
Articulation locking bar
Counterweight
Additional counterweight
Door and cab locks, one key
Doors, service access (locking)
Drawbar with pin
Ergonomically located and slip
resistant, left & right
Handrails
Ladders
Platforms
Steps
Hydraulic oil -level sight gauge
Lift and tie -down hooks
Loader linkage, sealed
Z-bar design
Vandalism protection caplocks
Toolkit
Tooth, 1 piece, bolt -on type
Tooth, 2 pieces, bolt -on type
Cutting edge, bolt -on type
Pallet forks
Guards
Crankcase
Transmission
Half fenders front and rear
Full rear fenders
Wheel chock
License plate and lamp
Hi -Mate remote management system
Mobile
Satellite
OPT
Beacon light, rotating
Fire extinguisher
Rearview camera
* Standard and optional equipment may vary. Contact your
Hyundai dealer for more information. The machine may vary
according to International standards.
*The photos may include attachments and optional
equipment that are not available in your area.
* Materials and specifications are subject to change without
advance notice.
* All imperial measurements rounded off to the nearest
pound or inch.
PLEASE CONTACT
1002-WL-SP 1/2018v6

.10HN DEERE
r ry t
r�
i
}
r ;l
8 6 K W ( 1 1 5 H P) N E T P 0 W E R
DOZER
700J
F-,
1;

U_
t 7.
ine 700J LT / 700J XLT / 700J LGP
Manufacturer and Model .....................John Deere PowerTechTm 6068H
Non -Road Emission Standards .................
EPA Tier 3/EU Stage IIIA
Cylinders.................................6
Displacement..............................6.8
L (414 cu. in.)
SAE Net Rated Power @ 2,100 rpm .............86
kW (115 hp)
Net Peak Torque @ 1,200 rpm.................537
Nm (395 lb.-ft.)
Aspiration.................................turbocharged
with charge air cooler
Air Cleaner................................dual-stage
dry type with safety element, precleaner, and dash -mounted restriction indicator
Blower -type cooling fan
Engine Coolant Rating .......................-37 deg. C (-34 deg. F)
vertram
Transmission .............................dual
-path, electronic -controlled, hydrostatic drive; load -sensing feature automatically adjusts speed and power to match
changing load conditions; each individual track is powered by a variable -displacement piston pump and motor combination;
decelerator controls speed from holding to 8.9 km/h (5.5 mph)
Travel Speeds, Forward and Reverse .........
0 to 8.9 km/h (0 to 5.5 mph)
Steering .................................single
-lever steering, direction control, and counterrotation; full -power turns and infinitely variable track speeds provide
unlimited maneuverability and optimum control; hydrostatic steering eliminates steering clutches and brakes
Final Drives ...............................
heavy-duty triple -reduction final drives attach directly to the mainframes and are isolated from track frame and dozer frame loads
Brakes...................................hydrostatic
(dynamic) braking stops the machine when the direction/steering control lever is moved to neutral or the decelerator
is depressed to the detent
Service Brakes ............................
hydrostatic (dynamic) braking stops the machine whenever the direction -control lever is moved to neutral or whenever the
decelerator is depressed to the detent
Parking Brakes............................exclusive
park brake feature engages wet, multiple -disc brakes automatically whenever the engine stops, whenever the operator
depresses the decelerator pedal to the brake position, whenever the unit is in neutral for 3 seconds (with detected motion), or
whenever the park lock lever is in the park position; machine cannot be driven with brake applied, reducing wearout or need
for adjustment
Open -center hydraulic system with gear pump, fixed displacement
System Relief Pressure ......................22 063 kPa (3,200 psi)
Pump Flow @ 2,100 rpm .....................95 Um (25 gpm)
Filter, Return Oil ............................10 micron
Controls..................................3-function hydraulic valve with low -effort single -lever T-bar
Voltage...................................24
volt
Battery Capacity ............................950
CCA
Reserve Capacity ...........................190
min.
Alternator Rating ...........................55
amp
Standard Lights ...........................3
total: grille -mounted (2) and rear -mounted (1); and rear reflectors (2)
Undercarriage
700J LT
700J XLT
700J LGP
Tracks...................................John
Deere Dura-TraxIm features large deep
-heat -treated components; pins and bushings are sealed for life; rollers and idlers
are permanently sealed and lubricated; full-length
track frame covers reduce material buildup and ease cleaning
Track Gauge (standard) ...................1778
mm (70 in.)
1778 mm (70 in.)
1981 mm (78 in.)
Grouser Width ..........................508
mm (20 in.)
559 mm (22 in.)
762 mm (30 in.)
Ground Clearance with Single -Bar Grouser
(excluding grouser height) ..............391
mm (15.4 in.)
391 mm (15.4 in.)
391 mm (15.4 in.)
Chain.................................sealed
and lubricated
sealed and lubricated
sealed and lubricated
Shoes (each side)........................37
39
39
Track Rollers ...........................6
7
7
Slope Operation (maximum angle) ...........45
deg.
45 deg.
45 deg.
12-13

Undercarriage (continued)
700J LT
700J XLT
700J LGP
Undercarriage Track .......................Standard
Maximum Life
Standard
Maximum Life
Standard Maximum Life
Track Length on Ground ..................2423
mm
2423 mm
2616 mm
2616 mm
2616 mm 2616 mm
(95.4 in.)
(95.4 in.)
(103 in.)
(103 in.)
(103 in.) (103 in.)
Ground Contact Area .....................24
619 cm2
24 619 cmz
29 239 cmz
29 239 cmz
39 871 cm2 39 871 cm2
(3,816 sq. in.)
(3,816 sq. in.)
(4,532 sq. in.)
(4,532 sq. in.)
(6,180 sq. in.) (6,180 sq. in.)
Ground Pressure ........................46.9
kPa
48.3 kPa
41.4 kPa
42.7 kPa
31.7 kPa 32.4 kPa
(6.8 psi)
(7.0 psi)
(6.0 psi)
(6.2 psi)
(4.6 psi) (4.7 psi)
Track Pitch............................190.5
mm
190.5 mm
190.5 mm
190.5 mm
190.5 mm 190.5 mm
(7.5 in.)
(7.5 in.)
(7.5 in.)
(7.5 in.)
(7.5 in.) (7.5 in.)
Serviceability
700J LT / 700J XLT / 700J LGP
Refill Capacities
Fuel Tank with Lockable Cap ...............227
L (60 gal.)
Cooling System with Recovery Tank .........21.2
L (5.6 gal.)
Engine Gil with Filter .....................19
L (20 qt.)
Transmission Reservoir with Filter ...........65.1
L (17.2 gal.)
Final Drive(each)........................13
L (14 qt.)
Hydraulic Reservoir and Filter ..............51.1
L (13.5 gal.)
4000S John Deere Winch (if equipped) .......38
L (10 gal.)
Operating Weights
700J LT
700J XLT
700J LGP
With Standard Equipment, Rollover Protective
Structures, Full Fuel Tanks, and 79-kg
(175 lb.) Operators
3048-mm (120 in.) Blade and 51 0-mm
(20 in.) Track Shoes ..................11
840 kg (26,102 lb.)
3048-mm (120 in.) Blade and 560-mm
(22 in.) Track Shoes ...................................................
12 303 kg (27,124 lb.)
3353-mm (132 in.) Blade and 760-mm
(30 in.) Track Shoes....................................................................................
12 832 kg (28,290 lb.)
Optional Components
Rock Guards (4).........................130
kg (287 lb.)
130 kg (287 lb.)
N/A
Maximum Life Undercarriage...............355
kg (782 lb.)
373 kg (822 lb.)
373 kg (822 lb.)
51 0-mm (20 in.) Track Shoes ..............
in base
—120 kg (— 265 lb.)
— 613 kg (-1,351 lb.)
560-mm (22 in.) Track Shoes ..............114
kg (252 lb.)
in base
— 493 kg (-1,086 lb.)
610-mm (24 in.) Track Shoes ..............
N/A
N/A
— 371 kg (— 818 lb.)
760-mm (30 in.) Track Shoes ..............N/A
N/A
in base
760-mm (30 in.) Swamp Shoes.............N/A
N/A
—14 kg (— 31 lb.)
Cab with Heater and Air Conditioner .........288
kg (635 lb.)
288 kg (635 lb.)
288 kg (635 lb.)
Counterweight, Front (each)................172
kg (380 lb.)
172 kg (380 lb.)
172 kg (380 lb.)
Front Tow Hook .........................8
kg (17 lb.)
8 kg (17 lb.)
8 kg (17 lb.)
Retrieval Hitch ..........................31
kg (68 lb.)
31 kg (68 lb.)
31 kg (68 lb.)
Extended Drawbar .......................88
kg (195 lb.)
88 kg (195 lb.)
88 kg (195 lb.)
Limb Risers ............................155
kg (341 lb.)
155 kg (341 lb.)
155 kg (341 lb.)
Rear Screen
Canopy ............................20
kg (45 lb.)
20 kg (45 lb.)
20 kg (45 lb.)
Cab...............................41
kg (91 lb.)
41 kg (91 lb.)
41 kg (91 lb.)
Screens
Side...............................49
kg (108 lb.)
49 kg (108 lb.)
49 kg (108 lb.)
Front and Doors
Canopy .........................54
kg (120 lb.)
54 kg (120 lb.)
54 kg (120 lb.)
Cab ............................68
kg (151 lb.)
68 kg (151 lb.)
68 kg (151 lb.)
4000S Winch ...........................652
kg (1,437 lb.)
652 kg (1,437 lb.)
652 kg (1,437 lb.)
Fairlead, 4-Roller.....................85
kg (187 lb.)
85 kg (187 lb.)
85 kg (187 lb.)
Parallelogram Ripper .....................1444
kg (3,183 lb.)
1444 kg (3,183 lb.)
1444 kg (3,183 lb.)
3353-mm (132 in.) Blade for LT ............64
kg (140 lb.)
64 kg (140 lb.)
in base
Heavy -Duty C Frame (less blade) ............
— 785 kg (-1,730 lb.)
— 785 kg (-1,730 lb.)
— 848 kg (-1,870 lb.)
Fuel -Fired Coolant Heater .................5
kg (12 lb.)
5 kg (12 lb.)
5 kg (12 lb.)
Grille, Extreme Service with Heavy -Duty
Hose Guard .........................51
kg (112 lb.)
51 kg (112 lb.)
51 kg (112 lb.)
Extreme -Service Rear Tank Guard ...........102
kg (225 lb.)
102 kg (225 lb.)
102 kg (225 lb.)
Extreme -Service Air -Conditioning Module
Guard .............................53
kg (117 lb.)
53 kg (117 lb.)
53 kg (117 lb.)
Log Arch ..............................354
kg (780 lb.)
354 kg (780 lb.)
354 kg (780 lb.)

Dimensions
700J LT
700J XLT
700J LGP
A
Overall Height with ROPS or Cab ...........3007
mm (118.4 in.)
3007 mm (118.4 in.)
3007 mm (118.4 in.)
B
Overall Length .........................4572
mm (180 in.)
4775 mm (188 in.)
4775 mm (188 in.)
C
Overall Length with Extended Drawbar .......
4902 mm (193 in.)
5080 mm (200 in.)
5080 mm (200 in.)
D
Overall Length with Winch ................5283
mm (208 in.)
5469 mm (215.3 in.)
5469 mm (215.3 in.)
E Ground Clearance, Minimum Single -Bar
Grouser..............................391
mm (15.4 in.)
391 mm (15.4 in.)
391 mm (15.4 in.)
F Blade Lift Height ........................914
mm (36 in.)
991 mm (39 in.)
991 mm (39 in.)
G Blade Digging Depth.....................508
mm (20 in.)
533 mm (21 in.)
533 mm (21 in.)
H Blade Cutting Edge Angle, Adjustable ........
7 deg.
7 deg.
7 deg.
14-15

Blade Specs
700J LT
700J XLT
700J LGP
Width................................3048
mm (120 in.)
3048 mm (120 in.)
3353 mm (132 in.)
J Height...............................991
mm (39 in.)
991 mm (39 in.)
991 mm (39 in.)
SAE Capacity ..........................2.63
m3 (3.44 cu. yd.)
2.63 m3 (3.44 cu. yd.)
2.87 m3 (3.75 cu. yd.)
K Blade Angle ...........................25
deg.
25 deg.
25 deg.
L Angled Width ..........................2769
mm (109 in.)
2769 mm (109 in.)
3073 mm (121 in.)
M Tilt..................................432
mm (17 in.)
432 mm (17 in.)
457 mm (18 in.)
N Cut Reach ............................51
mm (2 in.)
25 mm (1 in.)
— 25 mm (-1 in.)
0 Width Over Track .......................2286
mm (90 in.)
2337 mm (92 in.)
2743 mm (108 in.)
P Cast Reach ............................406
mm (16 in.)
381 mm (15 in.)
330 mm (13 in.)
0 4000S Winch Length ....................775
mm (30.5 in.)
775 mm (30.5 in.)
775 mm (30.5 in.)
Rear Ripper 700J LT / 700J XLT / 700J LGP
Weight...............................1444 kg (3,183 lb.)
R Maximum Penetration ...................563 mm (22.2 in.)
Maximum Clearance Under Tip.............584 mm (23 in.) ���--
T Overall Length (lowered position) ...........1494 mm (58.8 in.)
T' Overall Length (raised position) ............1210 mm (47.6 in.) �
U Overall Beam Width .....................1930 mm (76 in.) / on -- ir
,
V Slope Angle (full raise) ...................26 deg.
W Ripping Width ..........................1673 mm (65.9 in.)
X Distance Between Shanks (3 installed) ....... 806 mm (31.7 in.)
Distance Between Holes In Shank ..........105 mm (4.1 in.)
Crawler Speed vs Ground Pull .................usable pull will depend on
traction and weight of tractor 45'
40-
a 25,
10-
5•
a
180
LT, XLT, AND LGP
160
140
120
100
80
60
40
20
z
n
km/h 0 1 2 3 4 5 6 7 8 9
mph 0 1 i 4 5 6
SPEED

700J CRAWLER DOZER
Key: • Standard equipment A Optional or special equipment
7ooJ Engine
• Meets EPA Tier 3/EU Stage IIIA emissions
• Electronic control with automatic engine protection
• Dual safety element dry -type air cleaner, evacuator valve
• Muffler, self draining, under hood, with vertical stack
• Environmental service drains
1 Ether start aid
1 Engine coolant heater, 110 volts
A Engine coolant heater, fuel fired
A Chrome exhaust
Cooling
• Cooling fan, blower type
• Engine coolant radiator (7 fins per 25 mm [1 in.])
• Hydrostatic cooler (oil/air — 8 fins per 25 mm [1 in.])
• Hydraulic cooler (oil/air — 8 fins per 25 mm [1 in.])
• Enclosed safety fan guard (conforms to SAE J1308 and ISO3457)
• Perforated engine side shields
• Heavy-duty grille
1 Extreme -duty grille
Transmission
• Diagnostic test ports
• Environmental service drains
Hydraulic System
• 3-function hydraulics
A 4-function hydraulics with rear plumbing
A Drive -through hydraulic pump for use with winch
A Integrated Grade Control (IGC)
Mainframe, Access Panels
• Front tow loop (bolt -on)
• Reinforced engine and mid -frame bottom guards
• Integral transmission guard
• Vandal protection: Engine access door / Side tank access doors / Fuel tank /
Instrument panel / Transmission reservoir / Hydraulic reservoir
Attachments
*See your John Deere dealer for further information.
70oJ Attachments (continued)
A 4-roller fairlead for winch
A Root -rake blade attachment
A Rear -mounted toolbox
LT XLT LGP Undercarriage
• •
•
Full-length, smooth -surface track frame covers
• •
•
Bolt -on chain guides, front and rear
• •
•
Segmented sprockets
• •
•
Double -flange rollers
• •
•
510-mm (20 in.) extreme -service shoes
A
560-mm (22 in.) extreme -service shoes
A
610-mm (24 in.) extreme -service shoes
A
760-mm (30 in.) extreme -service shoes
A
Extended life undercarriage with SC-21m bushings
A
Maximum Life Undercarriage System
A
Full-length rock guards
Canopy Cab Operator's Station / Electrical
•
•
Retractable seat belts, 76 mm (3 in.) (conforms to SAE J386)
•
•
Convex interior rearview mirror, 102-mm (4 in.) tall, 203-mm (8 in.)
•
•
•
A
A
A
Counterweight, front, 172 kg (380 lb.)
A
Counterweight, rear*
•
A
Retrieval hitch with pin
•
A
Extended rigid drawbar with pin for pull -type implements
•
A
Drawbar, extended for winch (with or without fairlead)
A
A
Ripper, parallelogram with 5 shank pockets and 3 teeth
A
A
Winch, John Deere 4000S, power in/free spool out OR power out
CONTROL OWNING AND OPERATING COSTS
Customer Personal Service (CPS) is part of our proactive, fix -before -fail strategy
on machine maintenance that will help control costs, increase profits, and reduce
stress. Included in this comprehensive lineup of ongoing programs and services are:
Customer Support Advisors (CSAs) lend a personal touch to Customer Personal
Service (CPS). Certified CSAs have the knowledge and skills for helping make impor-
tant decisions on machine maintenance and repair. Their mission is to help you imple-
ment a plan that's right for your business and take the burden of machine maintenance
off your shoulders.
Fluid analysis program tells you what's going on inside all of your machine's
major components so you'll know if there's a problem before you see a decline in
performance. Fluid analysis is included in most extended coverage and preventive -
maintenance agreements.
Component life -cycle data gives you vital information on the projected life span
of components and lets you make informed decisions on machine maintenance by
wide (conforms to SAE J985)
• Power port, 12 volts
• Lockable side -seat storage compartment
• Air conditioner, 24,000 Btu
• Tinted glass
• Dome light
• Heater (roof mount)
• Front and door wipers
Mechanical suspension vinyl seat
• Mechanical suspension fabric seat
Air suspension vinyl seat
A Air suspension fabric seat
Under -seat heater
A Rear wiper
A AM/FM, weather -band radio, clock
A External -mounted attachment mirror
• Sealed alternator, 55 amps
• Master electrical disconnect switch
• Lights, grille mounted (2), rear mounted (1)
A Work lights, roof mounted
1 JDLinkTM' wireless communication system (available in specific countries;
see your dealer for details)
telling you approximately how many hours of use you can expect from an engine,
transmission, or hydraulic pump. This information can be used to preempt catastrophic
downtime by servicing major components at about 80 percent of their life cycle.
Preventive Maintenance (PM) agreements give you a fixed cost for maintaining
a machine for a given period of time. They also help you avoid downtime by ensuring
that critical maintenance work gets done right and on schedule. On -site preventive
maintenance service performed where and when you need it helps protect you from
the expense of catastrophic failures and lets you avoid waste -disposal hassles.
Extended coverage gives you a fixed cost for machine repairs for a given period
of time so you can effectively manage costs. Whether you work in a severe -service
setting or just want to spread the risk of doing business, this is a great way to custom -
fit coverage for your operation. And an extended coverage contract also travels well
because it's backed by John Deere and is honored by all Deere construction dealers.
Net engine power is with standard equipment including air cleaner,
2
1�1
I�MMk
Specifications and design subject to change without notice. Wherever applicable, specifications are in accordance with SAE standards.
exhaust system, alternator, and cooling fan at test conditions
Except where otherwise noted, these specifications are based on units with all standard equipment, rollover protection structures, full
specified per IS09249. No derating is required up to 3050-m
fuel tanks, and 79-kg (175 lb.) operators; 700J LT unit with 3048-mm (120 in.) blade and 510-mm (20 in.) track shoes; 700J XLT unit
(10,000 ft.) altitude.
with 3048-mm (120 in.) blade and 560-mm (22 in.) track shoes; and 700J LGP unit with 3353-mm (132 in.) blade and 760-mm (30 in.)
JOHN DEERE
track shoes.
DKA700J Litho in U.S.A. (11-10)

Bevating- Face Turners
1
offe
The Vermeer CT670 is a towable compost turner featuring patented
elevating -face technology designed to lift and tumble material up
and over, then turn it back into a windrow, fully aerated. In just
two passes, the CT670 with its 48-hp (35.8 kW) diesel engine can
completely aerate a windrow up to 12' (3.7 m) wide by 6' (1.8 m)
high, processing up to 2000 cu yd (1529 ml) per hour.
The four metal vanes on the CT67O direct material off the elevating
face into a better -built, neatly formed windrow as it leaves the
machine. A handy, tethered remote control with LCD screen provides
full control of the unit from the convenience of the tow vehicle.
41
C7670 Specifications
General Dimensions
Max width (operational): 9.3' (2.8 m)
Max width (transport): 8.4' (2.6 m)
Max height (operational): 8.6' (2.6 m)
Max height (transport): 8.9 (2.7 m)
Max length (operational): 17.9' (5.5 m)
Max lerigth (transport): 17.9 (5.4 m)
Max ground clearance: 19' (25.4 cm)
flight: 8000 lb (3628.7 kg)
Tongue weight: 800 lb (362.9 kg)
Engine
Make and model: Qimmi ngs A2300
Minter of cylinders: 4
Horsepower: 48 hp (35.8 kW
Battery: 950 OC4
Processing Sze
Wndrow width: 12' (3.7 m)
Wndrow height: 6' (1.8 m)
Turning System- Elevating Face
Face width: 6 (1.8 m)
Face height: 7 (2.1 m)
Teeth type: 2-bolt hard -end cup -style
Teeth quantity: 216
Pump flow @mac rpm: 43 gpm (162.8 Umin)
&,(stem relief pressure: 2400 psi (165.5 bar)
Drive chain: 108 Fitch Jeffries chain
Drive sprocket: Martin 29T
Head shaft dimension: Solid 2.25" (5.7 cm) diameter
by 54" (137.2 cm) long
Frame
Mainframe: Formed steel
Tires: 16' x 10" (38.1 cm x 25.4 cm), 8-ply
Controls
Display type: LCD readout and LED warning lights
Gauges: Engine rpm, fuel, cil, pressure, temperature,
voltage
Cbntrds: Ignition, throttle, face (stop/start/reverse),
E stop, tongue pivot, face (raise/lower), tethered
remote control box located in tow vehide
Tow Vehicle PeWilrements
Min tow vehide weight: 5350 lb (2426.7 kg)
Min ground speed: 25 feet/min (7.6 rr✓min)
Max tovvi ng speed: 20 mph (32.2 kn-Vhr)
Min horsepower: 50 hp (37.3 kW
Htch type: Gevis with On and pintle
Options
Low -speed towing package
Hghway towing lights
Fbr a complete list of specifications, visit vermcer.00m.

I'l'['Y OF ROCKY MOUNT � LIVF SAFETY A NJ) TRAINING
FIRE DEPA RTME!';T DIVISION OFIIEF
Marrh 23, 2019
Ryan JGyner
Engineering Technician
Applart Con.5 sting Engineers, FA
PObOx 7966
R-ocky Mount, NC 27W4
Mr. Juyner,
The property you have inquired about at 3,94 Arrow Rd- appears W be in the i:TJ of the
City 61it#cky Mou nt- Tri.e primary fire district For this property Is N:5 -Gu lley (N.0#hvi lie
Fire Department). The Fmky Mount Fire Department is not automatically dispatched tp
addresses in the ETJ. However, It Is Common for us to be dispatched and respond to this
area based ors ibe caller's uncertainty of the exact location when inoffying the 911
Center of an em-crgencyr- Ever~ if we are not ati#omatically dispatched, we may respond
to Arrow NJ, with N ashville Fire Department i F requested in accordance with ou r mut u a I
aid agreements. The Rocky Matinr Fire Department autornaticaIN responds to firs,
rescue, and em-ergency medical Ineldents at 12S Arrow Rd. and properties along Dozier
Rd. and Frei t Ad, which are an the City limits- A list of incidents and response riFnes tQ
Arrow Rd. are included below.
14-4009937 - DecembeF 28. 2014 _ 400 Block of Arrow Rd. - 3rlash Fife -- Engine 3 (first
due eingine Cornpeny) arrived 4 minutes and 52 seconds after bel-ng dispatched,
14-40M - Jvno 27, 2014 - 400 block of Arrow Rd, - EMS call - Engine 3 Orst due
-engine corn-pars-y} arrlved 5 minutes and 58 seconds after being dispatched-
12-2000779 - January 29, 2012 - 300 block of Arrow Rd. - Al'Cing, Shorted Electrical
Equipment — Engine 3 �fiFst -dUe engirt a compa nyt M at rltired 5 rnknutes a rid 42 Seconds
after being dispatched.
08-BOOR-909 - October 11, 2013� 100 Rk¢rk of AMYW Rd, - Outside Fire - Engine 5 {
Station 3 (first due engine {ornpamy ) arrived S rminutes grid 33 wconds aUF being
dl�patched.
004MSZ89 - August 7, 2W8 - 2M Black of Arrow Rd- - Building R re (M,u t u6I Aid) -
Engine 3 (first due engi me companyl arrived 5 minu Ws and 17 second s after bL:,in;g
dispawhed.
CSlmm ission �
-14M tiaiWh{litwh Sikvi Dirt ALCM-dil,71111hri Phone 2S2,972• I X7u
Rtxky Wwnl. NC 278f0 40 linern-AlkinaI Pa.% 152472-35IW

I hope thin will provide the information you requested. If you need informal ion from the
prIri3 MY fie district or addition-ai Eespunsu orne 4wa{reporting information you may
need to rornt,art Assistant Director Brent Fisht-r with Nash County Emergency Services
([e-mail]4 ) of fire Chief Orris Joyner with Nashville Fire
Department (rhri5.joyner@tow nofnashwill-enc.gov). Feel free to contact me if I can. be of
Further amistance-
N1111 V Dun ivld.
D IV i 10DEk ['f�i� I � fl C _i f-V Sal L-ly & Tm irking 1 I:nCrgc ocy 11+k;mim,- n icnl ('00(dinidur
('i[V L,i'Rtx:kw• fbltat[r[t f"IFO DLhI1urt113L:nq
4� �Llkjjjj t hu ry Il Si
Office- - ? i2 -972- E 378
Mobik, 252-cKM-2W
�r+*n n i�. chin icl� ��'rrsc���ic}ur�� nc tau
Ari .kixrrr3i1r4 fhre5 2 Firw Prpurlydiew
�`r*Mmiaaion
MA SLIHrlk Likrrreh Saar � ' Fine Accrditatian Mum 25t,5?2-JXM
Picky M%wn4. NI_' 27Htkx Iniernarlonal Pux 252-5432-15M

City of Rocky Mount July 2021
Date
Driver Name
Truck #
Load Description
Cubic Yards
01-Jul-21
C TAYLOR
6521
Yard Waste
24
01-Jul-21
AOMS
10414
Sweeper
14
01-Jul-21
B LEONARD
10430
Sweeper
14
01-Jul-21
R WILLIAMS
6537
Limbs
25
01-Jul-21
J BULLUCK
6417
Limbs
24
01-Jul-21
S GONZALES
10415
Sweeper
35
02-Jul-21
A
0
Compost
56
02-Jul-21
T MUHAMMAND
6456
Limbs
25
02-Jul-21
J BULLUCK
6417
Limbs
24
06-Jul-21
SAM
6216
Limbs
24
06-Jul-21
JACK
6420
Limbs
24
06-Jul-21
JEFF
6659
Limbs
28
06-Jul-21
AMOS
10414
Sweeper
14
06-Jul-21
C TAYLOR
6521
Yard Waste
24
06-Jul-21
S GONZALES
10415
Sweeper
24
07-Jul-21
B LEONARD
10420
Sweeper
28
07-Jul-21
S GONZALES
10415
Sweeper
21
07-Jul-21
C TAYLOR
6521
Yard Waste
24
07-Jul-21
SHELTON
6659
Limbs
24
08-Jul-21
S GONZALES
10415
Sweeper
10
09-Jul-21
B LEONARD
10415
Sweeper
10
09-Jul-21
C TAYLOR
6521
Yard Waste
12
09-Jul-21
X STEVESON
3413
Limbs
10
10-Jul-21
J BULLUCK
6417
Limbs
24
10-Jul-21
J BULLUCK
6417
Limbs
24
10-Jul-21
A
0
Compost
21
12-Jul-21
S GONZALES
10415
Sweeper
28
12-Jul-21
AMOS
10420
Sweeper
8
12-Jul-21
C TAYLOR
6521
Limbs
24
13-Jul-21
ROBENT
6431
Limbs
10
14-Jul-21
C TAYLOR
6521
Limbs
24
14-Jul-21
SHELTON
6659
Limbs
25
14-Jul-21
ROBENS
6531
Limbs
28
15-Jul-21
C TAYLOR
6420
Yard Waste
24
15-Jul-21
J BULLUCK
6417
Limbs
24
15-Jul-21
J BULLUCK
6417
Limbs
24
15-Jul-21
L CARTER
1108
Wood Chips
8
15-Jul-21
C TAYLOR
6521
Yard Waste
24
15-Jul-21
S GONZALES
10415
Sweeper
21
15-Jul-21
ROBENT
6531
Limbs
25
15-Jul-21
JACK
16420
ILimbs
1 28
15-Jul-21
S GONZALER
110415
ISweeper
1 18

19-Jul-21
T ALLEN
7579
Limbs
80
19-Jul-21
C GREEN
10431
Limbs
60
20-Jul-21
M PARKS
10206
Limbs
5
20-Jul-21
C TAYLOR
6522
Yard Waste
24
20-Jul-21
SHELTON
6659
Limbs
28
20-Jul-21
P MELTON
10431
Limbs
40
20-Jul-21
SHELTON
6659
Limbs
28
21-Jul-21
JEFF
6659
Limbs
28
22-Jul-21
T ALLEN
7579
Limbs
60
22-Jul-21
C GREEN
10431
Limbs
45
22-Jul-21
C TAYLOR
6522
Yard Waste
24
22-Jul-21
J BULLUCK
6417
Limbs
25
22-Jul-21
J BULLUCK
6417
Limbs
25
22-Jul-21
L HINNANT
7448
Limbs
45
22-Jul-21
J BULLUCK
6417
Limbs
25
23-Jul-21
X STEVE
3411
Limbs
6
23-Jul-21
C TAYLOR
6522
Yard Waste
24
26-Jul-21
J BULLUCK
6417
Limbs
25
27-Jul-21
SHELTON
6659
Limbs
28
27-Jul-21
B LEONARD
10420
Sweeper
28
27-Jul-21
S GONZALES
10414
Sweeper
14
27-Jul-21
C TAYLOR
6522
Yard Waste
24
27-Jul-21
T WOODLEY
7272
Limbs
2
27-Jul-21
SHELTON
6659
Limbs
28
28-Jul-21
B LONARD
10420
Sweeper
28
28-Jul-21
AMOS
10414
Sweeper
7
28-Jul-21
C TAYLOR
6522
Yard Waste
24
28-Jul-21
T SHIELL
6531
Yard Waste
18
28-Jul-21
C TAYLOR
6522
Yard Waste
24
29-Jul-21
C TAYLOR
6522
Yard Waste
24
29-Jul-21
J BULLUCK
6417
Limbs
24
29-Jul-21
S GONZALES
10415
Sweeper
14
29-Jul-21
B LONARD
110420
ISweeper
1 24
29-Jul-21
J BULLUCK
16417
ILimbs
1 24

City of Rocky Mount August 2021
Date
Driver Name
Truck #
Load Description
Cubic Yards
02-Aug-21
S GONZALES
10415
Sweeper
14
02-Aug-21
AOMS
10420
Sweeper
16
03-Aug-21
S GONZALES
10415
Sweeper
7
03-Aug-21
G HOOKER
6537
Yard Waste
12
03-Aug-21
B LONARD
10420
Sweeper
28
04-Aug-21
S HUNDER
6419
Limbs
25
04-Aug-21
G HOOKER
6537
Yard Waste
24
05-Aug-21
L CARTER
1108
Wood Chips
8
05-Aug-21
T SHIELL
6521
Yard Waste
24
06-Aug-21
A
0
Compost
56
06-Aug-21
W REVIS
7448
Limbs
75
06-Aug-21
A
0
Mulch
21
06-Aug-21
P MELTON
7579
Limbs
100
06-Aug-21
T SHIELL
6521
Yard Waste
24
09-Aug-21
C TAYLOR
6531
Yard Waste
24
09-Aug-21
B LONARD
10420
Sweeper
27
10-Aug-21
C TAYLOR
6531
Yard Waste
24
10-Aug-21
B LONARD
10420
Sweeper
28
11-Aug-21
SHELTON
6659
Limbs
28
11-Aug-21
B LONARD
10420
Sweeper
28
11-Aug-21
C TAYOR
6537
Yard Waste
24
11-Aug-21
G HOOKER
6531
Yard Waste
24
11-Aug-21
J BULLUCK
6417
Limbs
24
11-Aug-21
S BATTLE
6738
Limbs
24
12-Aug-21
L CARTER
1108
Wood Chips
8
13-Aug-21
A
0
Mulch
7
13-Aug-21
S GONZALES
10420
Sweeper
14
13-Aug-21
A
0
Compost
105
15-Aug-21
B LONARD
10420
Sweeper
24
17-Aug-21
C TAYLOR
6537
Yard Waste
24
17-Aug-21
N PITTMAN
10413
DIRT
8
17-Aug-21
N PITTMAN
10413
DIRT
8
17-Aug-21
N PATTMAN
10413
DIRT
8
17-Aug-21
N PATTMAN
10413
DIRT
8
17-Aug-21
S GONZALES
1
Sweeper
8
18-Aug-21
J BULLUCK
6417
Limbs
24
18-Aug-21
J BULLUCK
6417
Limbs
24
18-Aug-21
J BULLUCK
6417
Limbs
24
18-Aug-21
B LEONARD
10420
Sweeper
18
18-Aug-21
B LEONARD
10420
Sweeper
18
18-Aug-21
T SHIELDS
6521
Yard Waste
10
18-Aug-21
C TAYLOR
6537
Yard Waste
24

18-Aug-21
S GONZALES
1
Sweeper
24
19-Aug-21
C TAYLOR
6537
Yard Waste
24
19-Aug-21
S GONZALES
1
Sweeper
30
19-Aug-21
B LEONARD
10420
Sweeper
28
20-Aug-21
J SHIELDS
6522
Yard Waste
12
20-Aug-21
A
0
Compost
63
20-Aug-21
A
0
Mulch
4
20-Aug-21
S GONZALES
1
Sweeper
17
20-Aug-21
SAM
6738
Limbs
20
20-Aug-21
C TAYLOR
6537
Yard Waste
12
23-Aug-21
B LEONARD
10420
Sweeper
28
24-Aug-21
B LEONARD
10420
Sweeper
28
24-Aug-21
C TAYLOR
6537
Yard Waste
24
24-Aug-21
S GONZALES
1
Sweeper
20
25-Aug-21
B LEONARD
10420
Sweeper
28
25-Aug-21
S GONZALES
10420
Sweeper
27
26-Aug-21
S MITCELL
6659
Limbs
28
26-Aug-21
S GONZALES
10420
Sweeper
36
26-Aug-21
B LEONARD
1
Sweeper
27
26-Aug-21
C TAYLOR
6521
Yard Waste
24
27-Aug-21
A
0
Mulch
28
27-Aug-21
S GONZALES
10420
Sweeper
16
27-Aug-21
C TAYLOR
6537
Yard Waste
24
27-Aug-21
A
0
Compost
140
30-Aug-21
B LEONARD
1
Sweeper
28
31-Aug-21
S GONZALES
10415
Sweeper
14
31-Aug-21
T SHIELDS
6531
Yard Waste
24

City of Rocky Mount September 2021
Date
Driver Name
Truck #
Load Description
Cubic Yards
01-Sep-21
B LEONARD
10420
Sweeper
28
01-Sep-21
T SHIELDS
6531
Yard Waste
14
01-Sep-21
B LEONARD
1
Sweeper
28
01-Sep-21
SAM
6739
Yard Waste
11
02-Sep-21
B LEONARD
10420
Sweeper
28
02-Sep-21
S GONZARES
1
Sweeper
16
02-Sep-21
S GONZARES
10415
Sweeper
12
02-Sep-21
T SHIELDS
6531
Yard Waste
24
03-Sep-21
AMOS
10420
Sweeper
24
03-Sep-21
T SHIELDS
6531
Yard Waste
14
03-Sep-21
A
0
Mulch
150
03-Sep-21
A
0
Compost
260
03-Sep-21
S GONZARES
1
Sweeper
20
03-Sep-21
AMOS
10420
Sweeper
32
07-Sep-21
ROBERT
6537
Limbs
25
07-Sep-21
S GONZARES
1
Sweeper
16
08-Sep-21
S GONZARES
1
Sweeper
16
08-Sep-21
C TAYLOR
6531
Yard Waste
24
09-Sep-21
S GONZARES
1
Sweeper
24
10-Sep-21
A
0
Compost
100
10-Sep-21
A
0
Mulch
100
10-Sep-21
C TAYLOR
6537
Yard Waste
24
10-Sep-21
W REVIS
7448
Limbs
72
10-Sep-21
B LEONARD
1
Sweeper
24
10-Sep-21
W REVIS
7448
Compost
78
11-Sep-21
A
0
Compost
310
11-Sep-21
A
0
Mulch
110
13-Sep-21
C GREEN
10431
Limbs
75
14-Sep-21
T SHIELDS
6531
Yard Waste
24
14-Sep-21
STACEY
7272
Yard Waste
24
14-Sep-21
STACEY
7272
Yard Waste
24
14-Sep-21
S GONZARES
1
Sweeper
16
14-Sep-21
STACEY
7272
Yard Waste
24
14-Sep-21
C GREEN
10431
Limbs
45
14-Sep-21
AMOS
10411
Sweeper
7
14-Sep-21
S GONZARES
1
Sweeper
24
15-Sep-21
C GREEN
10431
Limbs
60
15-Sep-21
S GONZARES
1
Sweeper
24
15-Sep-21
AMOS
10411
Sweeper
21
15-Sep-21
SAM
6738
Yard Waste
16
16-Sep-21
S HANDERKS
6419
Limbs
24
16-Sep-21
T SHIELDS
6531
Yard Waste
24

16-Sep-21
S GONZARES
1
Sweeper
24
16-Sep-21
J BULLUCK
6417
Limbs
24
16-Sep-21
J BULLUCK
6417
Limbs
24
16-Sep-21
S HANDERKS
6419
Limbs
24
16-Sep-21
S HANDERKS
6419
Limbs
24
16-Sep-21
S HANDERKS
6419
Limbs
24
16-Sep-21
T SHIELDS
6531
Yard Waste
24
16-Sep-21
J BULLUCK
6417
Limbs
24
17-Sep-21
A
0
Compost
290
17-Sep-21
A
0
Mulch
210
20-Sep-21
S GONZARES
1
Sweeper
16
21-Sep-21
C TAYLOR
6522
Yard Waste
24
21-Sep-21
AMOS
10411
Sweeper
28
21-Sep-21
T SHIELDS
6531
Yard Waste
12
21-Sep-21
S GONZARES
1
Sweeper
13
22-Sep-21
T SHIELDS
6531
Yard Waste
24
22-Sep-21
S GONZALES
1
Sweeper
16
22-Sep-21
C TAYLOR
6522
Yard Waste
24
23-Sep-21
S MITCHELL
6660
Limbs
24
23-Sep-21
S GONZALES
1
Sweeper
12
23-Sep-21
T ALLEN
7579
Limbs
120
23-Sep-21
C TAYLOR
6522
Yard Waste
24
23-Sep-21
J BULLUCK
6417
Limbs
24
23-Sep-21
J BULLUCK
6417
Limbs
24
23-Sep-21
T SHIELDS
6531
Yard Waste
24
23-Sep-21
T WOODLEY
7272
Limbs
10
23-Sep-21
T WOODLEY
7272
Limbs
10
23-Sep-21
T WOODLEY
7272
Limbs
10
24-Sep-21
A
0
Compost
280
24-Sep-21
W REVIS
7448
Compost
48
24-Sep-21
A
0
Mulch
280
24-Sep-21
T WOODLEY
7272
Limbs
10
24-Sep-21
T WOODLEY
7272
Limbs
10
24-Sep-21
B LEONARD
1
Sweeper
20
24-Sep-21
B LEONARD
1
Sweeper
21
27-Sep-21
S GONZALES
1
Sweeper
16
27-Sep-21
S MITCHELL
6659
Yard Waste
24
27-Sep-21
AMOS
10420
Sweeper
24
28-Sep-21
AMOS
10420
Sweeper
24
28-Sep-21
B LEONARD
10411
Sweeper
22
28-Sep-21
C TAYLOR
6522
Yard Waste
24
28-Sep-21
S GONZALES
1
Sweeper
24
28-Sep-21
G HOOKER
6521
Yard Waste
24
29-Sep-21
S GONZALES
1
Sweeper
24
29-Sep-21
C TAYLOR
6522
Yard Waste
24
30-Sep-21
J BULLUCK
6417
Limbs
24
30-Sep-21
B LEONARD
10411
Sweeper
24

City of Rocky Mount July 2021-June 2022
Location
Date Completed
Pile 1 Temp
I Pile 2 Temp
Pile 3 Temp
Pile 4 Temp
I Pile 5 Temp
Arrow Rd
7/8/2021
118
121
126
116
10(
Arrow Rd
7/13/2021
118
121
125
115
10,
Arrow Rd
7/22/2021
116
119
123
115
10,
Arrow Rd
7/28/2021
117
120
123
115
10,
Arrow Rd
8/5/2021
114
119
121
114
10,
Arrow Rd
8/11/2021
113
118
120
113
10,
Arrow Rd
8/20/2021
113
118
119
114
10;
Arrow Rd
8/25/2021
118
122
121
114
10�
Arrow Rd
9/3/2021
123
124
125
115
11'
Arrow Rd
9/7/2021
122
124
124
115
11�
Arrow Rd
9/15/2021
123
122
120
116
11'
Arrow Rd
9/22/2021
121
123
123
115
11l
Arrow Rd
10/7/2021
121
96
117
112
10;
Arrow Rd
10/15/2021
122
104
117
114
10;
Arrow Rd
10/22/2021
125
107
PILE DEPLETED
114
11'
Arrow Rd
10/28/2021
123
111
PILE DEPLETED
118
11l
Arrow Rd
11/5/2021
116
119
PILE DEPLETED
110
11(
Arrow Rd
11/11/2021
117
119
PILE DEPLETED
110
11l
Arrow Rd
11/16/2021
121
122
PILE DEPLETED
117
1V
Arrow Rd
11/23/2021
122
123
PILE DEPLETED
117
12'
Arrow Rd
12/1/2021
122
123
PILE DEPLETED
120
12,
Arrow Rd
12/9/2021
121
123
PILE DEPLETED
119
12'
Arrow Rd
12/17/2021
123
125
PILE DEPLETED
122
121
Arrow Rd
12/22/2021
123
124
PILE DEPLETED
117
12(
Arrow Rd
12/31/2021
123
125
PILE DEPLETED
111
11(
Arrow Rd
1/4/2022
122
125
92
109
11'
Arrow Rd
1/13/2022
122
123
94
109
11:
Arrow Rd
1/20/2022
121
124
105
109
11�
Arrow Rd
1/27/2022
121
122
113
113
11;
Arrow Rd
2/3/2022
123
122
117
114
11,
Arrow Rd
2/9/2022
119
117
127
114
11'
Arrow Rd
2/18/2022
119
120
127
112
11'
Arrow Rd
2/25/2022
120
122
127
111
11'
Arrow Rd
3/1/2022
122
123
129
109
11'
Arrow Rd
3/9/2022
121
123
129
109
11(
Arrow Rd
3/16/2022
120
109
133
101
10'
Arrow Rd
3/24/2022
119
115
131
99
9!
Arrow Rd
5/6/2022
119
112
132
100
9'
Arrow Rd
3/31/2022
120
115
131
98
9!
Arrow Rd
4/6/2022
118
107
131
99
9i

Arrow
Rd
4/14/2022
119
109
133
99
98
Arrow
Rd
4/20/2022
119
111
133
99
97
Arrow
Rd
4/28/2022
118
111
135
99
99
Arrow
Rd
5/10/2022
120
112
134
101
99
Arrow
Rd
5/19/2022
119
114
133
99
98
Arrow
Rd
5/26/2022
121
112
130
97
95
Arrow
Rd
6/1/2022
121
111
129
97
96
Arrow
Rd
6/9/2022
123
112
129
97
97
Arrow
Rd
6/16/2022
121
112
129
96
95
Arrow
Rd
6/24/2022
123
114
129
96
95
Arrow
Rd
6/30/2022
123
113
129
95
95

State of North Carolina COr
r Deparkmem oi`) nyronDSental Qmlity Fach lily Arn,ual Rcptxl
1]iwisE�tin ti�l '��kt� [;tnati;tiitititnl l:Or thO period of July 1. 20174une ML 2U18
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C XMV NtULVCr of COCh WtUktV frame which wash %m rcccived. 1 Fy-Du have -qucAxms cr require assistance Ln oarnplaing this repoa ovnLact
your Regia ml 1✓r kum indal Senwr 5pociabst.
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2. L Nd }oar facility shop receiu i le wage durirg Lltiis pam Yux l Ycaa C:] Yca Lj'la
1rxo_ pIctm repo" dwdift 6'L* occurGod
3. Pleurae Mulch F aufts -of morMy tempera me mcnitwing rar the period of July I, 30 L 7, gua gh; Jww 30, 2013.
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SECTION .1400 - SOLID WASTE COMPOST FACILITIES
This Solid Waste Section publication of rules in Section .1400 corrects typographical errors currently found in the North Carolina
Administrative Code.
.1401 REQUIREMENT FOR PERMIT
(a) All persons whose purpose is or includes the production of compost from solid waste or
solid waste co -composted with other wastes shall not construct, operate, expand or modify a facility
until a currently valid permit for a solid waste compost facility is issued by the Division. This
provision also applies to facilities that accept, store, or produce compost or mulch from yard waste or
from residues from agricultural products and processing. General Provisions, siting, design,
application, operational, distribution, and reporting requirements shall be in accordance with Rules
.1402, .1403, .1404, .1405, .1406, .1407, and .1408 of this Section.
(b) Plans for a Large Type 3 or Type 4 Solid Waste Compost Facility Permit, or a permit for
any facility located over a closed out disposal area shall be submitted in accordance with Rule
.0202(a)(3) of this Subchapter. A minimum of four sets of plans shall be submitted within each
application.
History Note: Authority G. S. 130A-294; 130A-309. 03; 130A-309. H; 130A-309. 29,
Eff. December 1, 1991; Amended Eff. May 1, 1996
.1402 GENERAL PROVISIONS FOR SOLID WASTE COMPOST FACILITIES
(a) Applicability. The provisions of this Rule apply to compost facilities that compost solid
waste or co -compost solid waste with sludges that are not classified as a solid waste, functioning as a
nutrient source. Facilities that co -compost with sewage sludge shall comply with all applicable federal
regulations regarding sludge management at 40 CFR 501 and 503. 40 CFR 503, subpart B is hereby
incorporated by reference, including subsequent amendments or additions. Copies of the Code of
Federal Regulations may be obtained from the Solid Waste Section at 401 Oberlin Road, Suite 150,
Raleigh, NC 27605 at no cost.
(b) The provisions of this Section do not apply to compost facilities that compost sludge with
municipal solid waste functioning only as a bulking agent.
(c) Solid Waste Compost Facilities that have been permitted prior to the effective date of this
Rule shall meet the requirements of this Section within one year of the effective date of this Rule, or,
within two years if more than one hundred thousand dollars ($100, 000) of capital investment is
necessary to comply with changes.
(d) Solid waste compost produced outside the State of North Carolina and imported into the
state shall comply with the requirements specified in Rule .1407 of this Section.
(e) Compost that is disposed shall not count toward waste reduction goals.
(f) Solid waste compost facilities shall be classified based on the types and amounts of
materials to be composted.
(1) Type 1 facilities may receive yard and garden waste, silvicultural waste,
untreated and unpainted wood waste or any combination thereof.
(2) Type 2 facilities may receive pre -consumer meat -free food processing waste,
vegetative agricultural waste, source separated paper or other source separated
specialty wastes, which are low in pathogens and physical contaminants. Waste
acceptable for a Type 1 facility may be composted at a Type 2 facility.
(3) Type 3 facilities may receive manures and other agricultural waste, meat, post
1

consumer -source separated food wastes and other source separated specialty
wastes or any combination thereof that are relatively low in physical
contaminants, but may have high levels of pathogens. Waste acceptable for a
Type 1 or 2 facility may be composted at a Type 3 facility.
(4) Type 4 facilities may receive mixed municipal solid waste, post collection
separated or processed waste, industrial solid waste, non -solid waste sludges
functioning as a nutrient source or other similar compostable organic wastes or
any combination thereof. Waste acceptable for a Type 1, 2 or 3 facility may be
composted at a Type 4 facility.
(5) The listed waste types in Subparagraph (f)(2) of this Rule shall be considered to
be low in pathogens and physical contaminants if handled so as to prevent
development of contaminants or exposure to physical contamination. The listed
waste types in Subparagraph (f)(3) of this Rule are likely to have high
pathogens and low physical contamination. In determining whether a specific
waste stream is acceptable for composting in a Type 2 or Type 3 facility, the
Division shall consider the method of handling the waste prior to delivery to the
facility as well as the physical characteristics of the waste. Testing for
pathogens and physical contaminants may be required where a determination
cannot be made based upon prior knowledge of the waste. Test methods shall
be in accord with Appendices A and B to meet requirements of Table 3.
(6) Small facilities are those that receive less than 1000 cubic yards of material for
composting per quarter, and occupy less than two acres of land, except that a
Small Type 1 facility shall process or store less than 6,000 cubic yards of
material per quarter.
(7) Large facilities are those that receive 1000 cubic yards or more of material for
composting per quarter or occupy two acres or more of land, except that a
Large Type 1 facility shall process or store more than 6,000 cubic yards of
material per quarter.
(g) A permit is not required for the following operations:
(1) Backyard composting.
(2) Farming operations and silvicultural operations where the compost is produced
from materials grown on the owner's land and re -used on the owner's land or
in his associated farming operations and not offered to the public.
(3) Small Type 1 Facilities meeting the following conditions:
(A) Notification of the Solid Waste Section prior to operation and
on an annual basis as to:
(i) Facility location;
(ii) Name, address and phone number of owner
and operator;
(iii) Type and amount of wastes received;
(iv) Composting process to be used; and
(v) Intended distribution of the finished product.
(B) Agreement to operate in accordance with operational
requirements as set forth in Rule.1406 and the setbacks in Rule
.1404(a)(1) - (10) of this Section.
(C) Facility operates in accordance with all other state or local
laws, ordinances, rules, regulations or orders.
011

(D) Facility is not located over closed -out disposal site.
(E) Safety measures are taken to prevent fires and access to fire
equipment or fire fighting services is provided.
History Note: Authority G. S. 130A-294; 130A-309. 03; 130A-309.11; 130A-309. 29,
Eff. December 1, 1991; Amended Eff. May 1, 1996
.1403 GENERAL PROHIBITIONS FOR SOLID WASTE COMPOST FACILITIES
(a) Neither hazardous waste nor asbestos containing waste shall be accepted at a facility or
processed into compost.
(b) Household hazardous waste shall not be accepted by a facility, except in an area designated
by facility site plans for storage, and shall not be processed into compost.
(c) Any compost made from solid waste which cannot be used pursuant to the requirements of
this Rule shall be reprocessed or disposed of pursuant to the requirements of 15A NCAC 13B.
History Note: Authority G. S. 130A-294; 130A-309. 03; 130A-309. H; 130A-309. 29,
Eff. December 1, 1991; Amended Eff. May 1, 1996
.1404 SITING/DESIGN REQUIREMENTS FOR SOLID WASTE COMPOST FACILITIES
(a) A site shall meet the following requirements at the time of initial permitting and shall
continue to meet these requirements throughout the life of the permit only on the property owned or
controlled by the applicant or by the landowner(s) at the time of permitting:
(1) A site located in a floodplain shall not restrict the flow of the 100-year flood;
reduce the temporary storage capacity of the floodplain; or result in washout of
solid waste so as to pose a hazard to human life, wildlife, land or water
resources;
(2) A 100-foot minimum buffer is required between all property lines and compost
areas for Type 3 and 4 facilities, 50-foot for Type 1 or 2 facilities;
(3) A 500-foot minimum buffer is required between compost areas and residences
or dwellings not owned and occupied by the permittee, except that Type 1 and
Small Type 2 and 3 facilities shall have a 200-foot minimum buffer;
(4) A 100-foot minimum buffer is required between all wells and compost areas,
except monitoring wells;
(5) A 50-foot minimum buffer is required between perennial streams/rivers and
compost areas;
(6) A compost facility shall be located in accordance with 15A NCAC 2B .0200,
Classification and Water Quality Standards Applicable to Surface Waters in
North Carolina;
(7) All portions of any compost facility located over a closed -out disposal area
shall be designed with a pad adequate to protect the disposal area cap from
being disturbed, as defined in Part (a)(10)(E) of this Rule, and there shall be no
runoff from the pad onto the cap or side slopes of the closed out area;
(8) A 25-foot minimum distance is required between compost areas and swales or
berms to allow for adequate access of fire fighting equipment;
(9) A site shall meet the following surface water requirements:
3

(A) A site shall not cause a discharge of materials or fill materials
into waters or wetlands of the state that is in violation of
Section 404 of the Clean Water Act;
B) A site shall not cause a discharge of pollutants into waters of
the state that is in violation of the requirements of the National
Pollutant Discharge Elimination System (NPDES), under
Section 402 of the Clean Water Act; and
(C) A site shall not cause non -point source pollution of waters of
the state that violates assigned water quality standards;
(10) A site shall meet the following groundwater requirements:
(A) A site shall not contravene groundwater standards as
established under 15A NCAC 2L;
(B) Portions of a site used for waste receipt and storage, active
composting, and curing shall have a soil texture finer than
loamy sand and the depth to the seasonal high water table shall
be maintained at least 12 inches for a Type 1 or 2 facility and
24 inches for a Type 3 facility, unless a pad is provided;
(C) A pad shall be provided for portions of a Type 4 facility used
for waste receiving and storage, active composting, and curing;
(D) A pad is not required for storage of finished product that is
dried so as to pass the Paint Filter Liquids Test (EPA Method
9095), and for which the storage area is prepared in such a
manner that water does not collect around the base of the stored
material, and where the depth to the seasonal high watertable is
maintained at least 12 inches; and
(E) The linear coefficient of permeability of pads required in
accordance with this Rule shall not be greater than 1 x 10(-7)
centimeters per second. If natural soils are used, the liner must
be at least 18 inches thick.
(b) For Subparagraphs (a)(2) through (a)(4) and Part (a)(10)(13) of this Rule, (dependent upon
waste type, facility design, and regional topography) alternative minimum buffers or requirements may
be increased if deemed necessary by the Division in order to protect public health and the environment
or to prevent the creation of a nuisance.
(c) A site shall meet the following design requirements:
(1) A site shall not allow uncontrolled public access;
(2) A site shall meet the requirements of the Sedimentation Pollution Control Law
(15A NCAC 4);
(3) A site shall meet the requirements of the Air Pollution Control Requirements
(15A NCAC 2D) to minimize fugitive emissions and odors; and
(4) A site shall be designed to minimize odors at the property boundary.
History Note: Authority G. S. 130A-294, 130A-309. 03; 130A-309. H; 130A-309. 29,
Eff.' December 1, 1991; Amended Eff May 1, 1996
.1405 APPLICATION REQUIREMENTS FOR SOLID WASTE COMPOST
FACILITIES
I

(a) The following information is required for an application for a permit to construct and
operate a proposed Type 1, or a Small Type 2 or 3 solid waste compost facility; unless the permitting
requirements are exempted by Paragraph (g) of Rule .1402 of this Section:
(1)
An aerial photograph or scaled drawing, where one inch is less than or equal to
400 feet, accurately showing the area within one-fourth mile of the proposed
site's boundaries with the following specifically identified:
(A) Entire property owned or leased by the person proposing the
facility;
(B) Location of all homes, wells, industrial buildings, public or
private utilities, roads, watercourses, dry runs, and other
applicable information regarding the general topography within
500 feet of the proposed facility; and
(C) Land use zoning of the proposed site.
(2)
A letter from the unit of government having zoning jurisdiction over the site
which states that the proposed use is allowed within the existing zoning, if any,
and that any necessary zoning approval or permit has been obtained.
(3)
An explanation of how the site complies with siting and design standards in
Rule .1404 of this Section.
(4)
A detailed report indicating the following:
(A) Waste type(s), source and estimated quantity of the solid waste
to be composted, including the source and expected quantity of
any bulking agent or amendment (if applicable), any expected
recycle of bulking agent or compost, and any seasonal
variations in the solid waste type or quantity; and
(B) For facilities that utilize natural soils as a pad, a soil evaluation
of the site conducted by a soil scientist down to a depth of four
feet, or to bedrock or evidence of a seasonal high watertable, to
evaluate all chemical and physical soil properties and depth of
the seasonal high water table.
(5)
Site plan at a scale where one inch is less than or equal to 100 feet to the inch
that delineates the following:
(A) Existing and proposed contours, at intervals appropriate to the
topography;
(B) Location and elevations of dikes, trenches, and other water
control devices and structures for the diversion and controlled
removal of surface water;
(C) Designated setbacks and property lines;
(D) Proposed utilities and structures; and
(E) Areas for unloading, processing, active composting, curing,
and storing of material.
(6)
A description of the operation of the facility, which must include at a
minimum:
(A) Name, address and phone number for the person responsible
for the operation of the facility;
(B) List of personnel required and the responsibilities of each
position;
(C) Operation plan for the facility;
5

(D)
Special precautions or procedures for operating during wind,
heavy rain, snow, freezing or other adverse conditions;
(E)
A description of actions to be taken to minimize noise, vectors,
air borne particulates, and odors; and
(F)
A description of the ultimate use for the finished compost,
method for removal from the site, and a contingency plan for
disposal or alternative usage of residues or finished compost
that cannot be used in the expected manner due to poor quality
or change in market conditions.
(7) A report on the design of the facility, including:
(A)
Design capacity of the facility;
(B)
A process flow diagram of the entire facility, including the
type, size, and location of all major equipment, and feedstock
flow streams. The flow streams shall indicate the quantity of
materials on a wet weight and volumetric basis;
(C)
The means for measuring, shredding, mixing, and
proportioning input materials;
(D)
Anticipated process duration, including receiving, preparation,
composting, curing, and distribution;
(E)
A description of the location of all temperature, air and any
other type of monitoring points, and the frequency of
monitoring;
(F)
A description of how the temperature control and monitoring
equipment will demonstrate that the facility meets the
requirements in Rule .1406 Items (10), (11), or (12) of this
Section, as appropriate for the feedstock;
(G)
The method of aeration provided and the capacity of aeration
equipment; and
(H)
A description of the method to control surface water run-on and
run-off, and the method to control, collect, treat, and dispose of
leachate generated.
(8) A description
of the label or other information source that meets the
requirements
of Rule .1407(g) of this Section.
(9) Plans and specifications for the facility, including manufacturer's performance
data for all equipment selected.
(10) A detailed operation and maintenance manual outlining:
(A)
A quality assurance plan for the process and final product
which lists the procedures used in inspecting incoming
material, monitoring, sampling and analyzing the compost
process and final product, testing schedule, and recordkeeping
requirements;
(B)
Contingency plans detailing corrective or remedial action to be
taken in the event of equipment breakdown; non -conforming
waste delivered to the facility; spills, and undesirable
conditions such as fires, vectors and odors; and
(C)
An explanation of how the facility will comply with operational
requirements as outlined in Rule .1406 of this Section, detailed
N

operational information and instruction, an outline of reports to
be submitted in compliance with this Section, and safety
instructions.
(11)
As built drawings where applicable.
(b) The following information is required for an application for a permit to construct a
proposed Large Type
2 or 3 or a Type 4 solid waste compost facility:
(1)
An aerial photograph or scaled drawing, where one inch is less than or equal to
400 feet, accurately showing the area within one-fourth of the mile of the
proposed site's boundaries with the following specifically identified:
(A) Entire property owned or leased by the person proposing the
site;
(B) Location of all homes, wells, industrial buildings, public or
private utilities and roads, watercourses, dry runs, and other
applicable information regarding the general topography within
one-fourth mile; and
(C) Land use and zoning of the proposed site.
(2)
A letter from the unit of government having zoning jurisdiction over the site
which states that the proposed use is allowed within the existing zoning, if any,
and that any necessary zoning approval or permit has been obtained.
(3)
An explanation of how the site complies with siting and design standards in
Rule .1404 of this Section.
(4)
A detailed report indicating the following:
(A) Waste type(s), source and quantity of the solid waste to be
composted, including the source and expected quantity of any
bulking agent or amendment (if applicable), any expected
recycle of bulking agent or compost, and any seasonal
variations in the solid waste type or quantity;
(B) For facilities which utilize natural soils as a pad, a soil
evaluation of the site conducted by a soil scientist down to a
depth of four feet or to bedrock or evidence of a seasonal high
water table, to evaluate all chemical and physical soil properties
and depth of the seasonal high water table.
(5)
Site plans at a scale where one inch is less than or equal to 100 feet to the inch
that delineates the following:
(A) Existing and proposed contours, at intervals appropriate to the
topography;
(B) Location and elevations of dikes, trenches, and other water
control devices and structures for the diversion and controlled
removal of surface water;
(C) Designated setbacks, buffer zones and property lines;
(D) Proposed utilities and structures;
(E) Access roads, details on traffic patterns;
(F) Areas for unloading, processing, active composting, curing,
and storage of material;
(G) Areas for unloading, processing, and storing recyclables,
household hazardous waste, and other materials, where
applicable;
7

(H) Proposed surface and groundwater monitoring locations;
(I) Flood plains and wetlands; and
(J) Benchmarks.
(6) A description of the operation of the facility, which must include at a
minimum:
(A)
Name, address and phone number for the person responsible
for the operation of the facility;
(B)
Operation plan for the facility;
(C)
List of personnel required and the responsibilities of each
position;
(D)
A schedule for operation, including days and hours that the
facility will be open, preparations before opening, and
procedures to be followed after closing for the day;
(E)
For mixed waste processing facilities, a plan for removal and
disposal of household hazardous waste from the waste stream;
(F)
Special precautions or procedures for operating during wind,
heavy rain, snow, freezing or other adverse conditions;
(G)
A description of actions to be taken to minimize noise, vectors,
air borne particulates, and odors; and
(H)
A description of the ultimate use for the finished compost,
method for removal from the site, and a contingency plan for
disposal or alternative usage of residues or finished compost
that cannot be used in the expected manner due to poor quality
or change in market conditions.
(7) A report on the design of the facility, including:
(A)
Design capacity of the facility;
(B)
A process flow diagram of the entire facility, including the
type, size, and location of all major equipment, and feed stock
flow streams. The flow streams shall indicate the quantity of
material on a wet weight and volumetric basis;
(C)
A description and sizing of the storage facilities for
amendment, bulking agent, solid waste, recyclables, household
hazardous waste and finished compost;
(D)
The means for measuring, shredding, mixing, and
proportioning input materials;
(E)
Anticipated process duration, including receiving, preparation,
composting, curing, and distribution;
(F)
The separation, processing, storage, and ultimate disposal of
non-compostable materials, if applicable;
(G)
A description of the location of all temperature, air and any
other type of monitoring points, and the frequency of
monitoring;
(H)
A description of how the temperature control and monitoring
equipment will demonstrate that the facility meets the
requirements in Rule .1406 Items (10), (11), or (12) of this
Section, as appropriate for the feedstock;
(I)
The method of aeration, including turning frequency or

mechanical aeration equipment and aeration capacity;
(J) A description of the air emission and control technologies;
(K) A description of the method to control surface water run-off,
and the method to control, collect, treat, and dispose of
leachate generated; and
(L) A description of any recycling or other material handling
processes used at the facility.
(8)
A description of the label or other information source that meets the
requirements of Rule .1407(g) of this Section.
(9)
Engineering plans and specifications for the facility, including manufacturer's
performance data for all equipment selected.
(c) The following information is required for reviewing an application for a permit to operate a
Type 4 or Large Type 2 or 3 solid waste composting facility:
(1)
Contingency plans detailing corrective or remedial action to be taken in the
event of equipment breakdown; air pollution; non -conforming waste delivered
to the facility; spills, and undesirable conditions such as fires, particulates,
noise, vectors, odors, and unusual traffic conditions;
(2)
A detailed operation and maintenance manual. The manual must contain
general design information, a discussion of compliance with operational
requirements as outlined in Rule .1406 of this Section, detailed operational
information and instruction, equipment maintenance, list of personnel, required
personnel training, outline of reports to be submitted in compliance with this
Section, and safety instructions;
(3)
A quality assurance plan for the process and final product which lists the
procedures used in inspecting incoming materials; monitoring, sampling and
analyzing the compost process and final product, testing schedule, and record
keeping requirements;
(4)
A fact sheet and process flow diagram that summarizes actual equipment
sizing, aeration capacity, detention times, storage capacity, and flow rates (wet
weight and volumetric) for the system and equipment chosen;
(5)
As -built drawings;
(6)
A copy of all applicable local, state, and federal permits and approvals
necessary for the proper operation of the facility; and
(7)
Product marketing and distribution plan.
(d) An application for a permit modification shall be required for changes in facility
ownership, an increase in facility capacity, or the addition of new feedstock materials.
History Note: Authority G. S. 130A-294; 130A-309. 03; 130A-309. H; 130A-309. 29,
Eff December 1, 1991; Amended Eff. May 1, 1996
.1406 OPERATIONAL REQUIREMENTS FOR SOLID WASTE COMPOST FACILITIES
Any person who maintains or operates a solid waste compost facility shall maintain and operate
the site to conform with the following practices:
(1) Plan and Permit Requirements:
(A) Construction plans and conditions of permit shall be followed; and
(B) A copy of the permit, plans, and operational reports shall be
6

maintained on site at all times.
(2) Adequate erosion control measures shall be practiced to prevent on -site erosion
and to control the movement of soil or contaminants from the site.
(3) Surface water shall be diverted from the operational, compost curing, and
storage areas.
(4) Leachate shall be contained on site or treated to meet the standards of the off -
site disposal method.
(5) Access and Security Requirements:
(A) Large sites shall be secured by means of gates, chains, berms, fences,
or other security measures demonstrated to provide equivalent
protection approved by the Division, to prevent unauthorized entry.
(B) An operator shall be on duty at the site at all times while the facility is
open for public use to ensure compliance with operational requirements
and access to such facilities shall be controlled.
(C) The access road to the site shall be of all-weather construction and
maintained in good condition.
(6) A site shall only accept those solid wastes that it is permitted to receive.
(7) Safety Requirements:
(A) Open burning of solid waste is prohibited.
(B) Equipment shall be provided to control accidental fires and
arrangements made with the local fire protection agency to immediately
provide fire -fighting services when needed.
(C) Personnel training shall be provided to insure that all employees are
trained in site specific safety, remedial, and corrective action
procedures.
(8) Sign Requirements:
(A) Signs providing information on waste that can be received, dumping
procedures, the hours during which the site is open for public use, the
permit number and other pertinent information shall be posted at the
site entrance.
(B) Traffic signs/markers shall be provided as necessary to promote an
orderly traffic pattern to and from the discharge area and to maintain
efficient operating conditions.
(C) Signs shall be posted stating that no hazardous waste, asbestos
containing waste, or medical waste can be received at the site.
(9) Monitoring Requirements:
(A) Specified monitoring and reporting requirements shall be met.
(B) The temperature of all compost produced shall be monitored
sufficiently to ensure that the pathogen reduction criteria is met.
(10) Compost process at Type 1 facilities shall be maintained at or above 55 degrees
Celsius (131 degrees F) 3 days and aerated to maintain elevated temperatures.
(11) Types 2, 3 and 4 facilities shall maintain the compost process at a temperature
above 40 degrees Celsius (104 degrees F) for 14 days or longer and the
average temperature for that time shall be higher than 45 degrees Celsius (113
degrees F) or, Types 2, 3 and 4 facilities shall meet the vector attraction
reduction requirements in 40 CFR 503.33(b)(4) or (7). Requirements of 40
CFR 503.33(b)(4) and (7) are hereby incorporated by reference, including any
10

subsequent amendments or additions.
(12) The composting process shall qualify as a process to further reduce pathogens
for all Type 3 and Type 4 facilities. The following are acceptable methods:
(A) The windrow composting method, in which the following requirements
apply: Aerobic conditions shall be maintained during the compost
process. A temperature of 131 degrees F (55 degrees Celsius) or
greater shall be maintained in the windrow for at least 15 days. During
the high temperature period, the windrow shall be turned at least five
times.
(B) The static aerated pile composting method, in which the following
requirements apply: Aerobic conditions shall be maintained during the
compost process. The temperature of the compost pile shall be
maintained at 131 degrees F (55 degrees Celsius) or greater for at least
three days.
(C) The within -vessel composting method, in which the temperature in the
compost piles shall be maintained at a minimal temperature of 131
degrees F (55 degrees Celsius) for at least three days.
(13) Nitrogen bearing wastes shall be incorporated as necessary to minimize odor
and the migration of nutrients.
(14) Miscellaneous Requirements:
(A) The finished compost shall meet the classification and distribution
requirements outlined in Rule .1407 of this Section.
(B) The quality of the final product shall determine the allowable uses as
outlined in Rule .1407 of this Section.
(C) The final product shall be approved by the Solid Waste Section as
outlined in Rule .1407 Paragraph (e) of this Section.
(i) Non-compostable solid waste and unacceptable compost shall
be disposed in a solid waste management facility permitted to
receive the particular type of waste under 15A NCAC 1313.
(ii) The amount of compost stored at the facility shall not exceed
the designed storage capacity.
History Note: Authority G. S. 130A-294; 130A-309. 03; 130A-309. H; 130A-309. 29
Eff December 1, 1991; RRC objection Eff. April 18, 1996 due to lack of statutory
authority; Amended Eff. June 1, 1996
.1407 CLASSIFICATION/DISTRIBUTION OF SOLID WASTE COMPOST
PRODUCTS
(a) Compost shall not be applied to the land or sold or given away if the concentration of any
metal exceeds the concentration in 40 CFR 503.13(b)(3) [See Table 1 below], unless the concentration
of all metals are less than the values in 40 CFR 503.13(b)(1) and records are maintained to show
compliance with the cumulative and annual metal levels in 40 CFR 503.13(b)(2) and (4).
11

Table 1
Metals
Concentration
mg per kg
Arsenic
41
Cadmium
39
Copper
1500
Lead
300
Mercury
17
Nickel
420
Selenium
36
Zinc
2800
(b) Solid waste compost shall be classified based on Table 2:
Table 2
Manmade
Inerts % dry
Pathogen
Metal
Grade
wt. of inerts
Reduction
Concentration
Table 1
A
< 6
PFRP
40 CFR
B
> 6
NA
503.13(b)(1)
(c) Man made inerts shall not exceed 1 inch in size.
(d) Distribution of the defined grades shall be as follows:
(1) Grade A compost shall have unlimited, unrestricted distribution. This product
may be distributed directly to the public;
(2) Grade B compost shall be restricted to distribution for land and mine
reclamation, silviculture, and agriculture (on non-food chain crops) projects;
and
(3) Compost or mulch that is produced at a Type 1 facility and that contains
minimal pathogenic organisms, is free from offensive odor, and contains no
sharp particles that would cause injury to persons handling the compost, shall
have unrestricted applications and distributions if directions are provided with
the compost product.
(e) Solid waste compost products may not be distributed or marketed until the permittee has
provided adequate test data to the Division as outlined in Rule .1408 of this Section. Within 30 days of
receipt of the test data, the Division shall approve or deny the distribution and marketing of the product
based upon the compost classification and distribution scheme. As long as the test data required in
Rule .1408 of this Section continues to verify that compost is produced to the specifications of this
Rule, the Division's approval to distribute the compost shall be ongoing.
(f) The applicant is responsible for meeting any applicable requirements of the North Carolina
12

Department of Agriculture, Fertilizer Section concerning the distribution of this product.
(g) If the owner intends to distribute the product, the owner shall provide instructions to the
user on any restrictions on use and recommended safe uses and application rates. The following
information shall be provided on a label or an information sheet and a copy of the label or information
sheet shall be submitted to the Solid Waste Section:
(1) Classification grade as outlined in Paragraph (d) of this Rule;
(2) Recommended uses;
(3) Application rates;
(4) Restrictions on usage; and
(5) Total N (for products containing sludge).
History Note: Authority G. S. 130A-309. H; Eff. December 1, 1991;
RRC objection Eff. April 18, 1996 due to lack of statutory authority;
Amended Eff. June 1, 1996
.1408 METHODS FOR TESTING AND REPORTING REQUIREMENTS
(a) The compost product from Type 2, 3, and 4 facilities shall be sampled and analyzed as
follows:
(1) A composite sample of the compost produced at each compost facility shall be
analyzed at intervals of every 20,000 tons of compost produced or every six
months, whichever comes first, for test parameters for each Type of facility as
designated in Table 3 of this Rule. Standard methods equivalent to those in
Table 3 may be approved by the Division.
13

Table 3
Parameter
Unit
Facility
Test Method
Foreign Matter
%
all
see Subparagraph (5) of this Rule
Arsenic
mg/kg dry wt.
Type 4
See Appendix A
Cadmium
mg/kg dry wt.
all
Chromium
mg/kg dry wt.
Type 4
Copper
mg/kg dry wt.
all
Lead
mg/kg dry wt.
all
Mercury
mg/kg dry wt.
Type 4
Nickel
mg/kg dry wt.
all
Selenium
mg/kg dry wt.
Type 4
Zinc
mg/kg dry wt.
all
Pathogens
See Appendix B
all
See Appendix B
Total N
%
see *
Kjeldahl
* Total N required for products containing sludge subject to 40 CFR 503.
The parameters listed in Table 3 of this Rule may also be determined by methods accepted by the North
Carolina Department of Agriculture.
(2) Sample collection, preservation, and analysis shall assure valid and
representative results pursuant to a Division -approved quality assurance plan.
At least three individual samples (of equal volume) shall be taken from each
batch produced in separate areas along the side of the batch. Each sampling
point shall be at a depth of two to six feet into the pile from the outside surface
of the pile. Samples that have been analyzed for metals shall be composited
and accumulated over a six month period or at intervals of every 20,000 tons of
product produced, whichever comes first. Any sample collected for testing for
pathogens and nutrients shall be a representative composite sample of the
compost and shall be processed within a period of time required by the testing
procedure.
(3) Compost containing sewage sludge shall be tested in accordance with 40 CFR
503, Subpart B.
(4) The Division may decrease or increase the parameters to be analyzed or the
frequency of analysis based upon monitoring data, changes in the waste stream
or processing, or information regarding the potential for presence of toxic
substances that are not on the list of monitoring parameters.
(5) Foreign matter content shall be determined by passing a dried, weighed sample
of the compost product through a one -quarter inch screen. EPA Method 160.3
shall be used to dry the sample. The material remaining on the screen shall be
visually inspected, and the foreign matter that can be clearly identified shall be
separated and weighed. The weight of the separated foreign matter divided by
14

the weight of the total sample shall be determined and multiplied by 100. This
shall be the percent dry weight of the foreign matter content.
(b) Record Keeping: All facility owners or operators shall record and maintain records for a
minimum of five years.
Records shall be available for inspection by Division personnel during normal
business hours and shall be sent to the Division upon request:
(1)
Daily operational records must be maintained, which include, at a minimum,
temperature data (length of the composting period) and quantity of material
processed;
(2)
Analytical results on compost testing;
(3)
The quantity, type and source of waste received;
(4)
The quantity and type of waste processed into compost;
(5)
The quantity and type of compost produced by product classification; and
(6)
The quantity and type of compost removed for use or disposal, by product
classification, and the market or permitted disposal facility.
(c) Annual Reporting: An annual report for the period July 1 to June 30 shall be submitted by
all facility owners or operators to the Division by August 1, 1996 and every August 1 thereafter and
shall contain:
(1)
The facility name, address, and permit number;
(2)
The total quantity in tons, with sludge values expressed in dry weight, and type
of waste received at the facility during the year covered by the report,
including tons of waste received from local governments of origin;
(3)
The total quantity in tons, with sludge values expressed in dry weight, and type
of waste processed into compost during the year covered by the report;
(4)
The total quantity in tons and type of compost produced at the facility, by
product classification, during the year covered by the report;
(5)
The total quantity in tons and type of compost removed for use or disposal
from the facility, by product classification, along with a general description of
the market if for use during the year covered by the report;
(6)
Monthly temperature monitoring to support Rule .1406 of this Section; and
(7)
Results of tests required in Table 3 of this Rule.
(d) Yearly totals of solid waste received and composted shall be reported back to the local
government of origin for annual recycling reporting.
History Note: Authority G. S. 130A-294, 130A-309. 03; 130A-309. H; 130A-309. 29,
Eff December 1, 1991; RRC objection Eff. April 18, 1996 due to lack of statutory authority;
Amended Eff. June 1, 1996
.1409 APPROVAL OF ALTERNATIVE PROCEDURES AND REQUIREMENTS
(a) An owner or operator of a composting facility, subject to the provisions of this Rule, may
request in writing the approval of an alternative procedure for the facility or the compost that is
produced. The following information shall be submitted to the Solid Waste Section:
(1) The specific facility for which the exception is requested;
(2) The specific provisions of this Section for which the exception is requested;
(3) The basis for the exception;
(4) The alternate procedure or requirement for which the approval is sought and a
demonstration that the alternate procedure or requirement provides equivalent
15

protection of the public health and the environment; and
(5) A demonstration of the effectiveness of the proposed alternate procedure.
(b) An individual may request in writing the approval of a solid waste composting pilot or
demonstration project for the purpose of evaluating the feasibility of such a project. The following
information shall be submitted to the Solid Waste Section:
(1) The owner, operator, location, and contact numbers for the project;
(2) The specific primary waste stream for which the project is to be evaluated;
(3) The specific time frame for the project;
(4) The estimated amount of each type of waste or bulking material to be
composted;
(5) The basis for running the pilot or demonstration project;
(6) A description of all testing procedures to be used;
(7) A description of the process to be used, including the method of composting
and details of the method of aeration;
(8) The expected final usage or disposal of the final product; and
(9) An outline of the final report to be submitted to the Solid Waste Section upon
completion of the project.
(c) For Paragraph (a) of this Rule, the Division will review alternative procedures only to the
extent that adequate staffing is available.
(d) Permits shall not be required for primary and secondary school educational projects that
take place on the school grounds and that receive less than one cubic yard of material per week.
History Note: Authority G.S. 130A-294; 130A-309.03; 130A-309.11; 130A-309.29;
Eff. December 1, 1991; RRC objection due to lack of statutory authority Eff. April 18,
1996; Amended Eff. June 1, 1996.
16

APPENDIX A
Methods for the Analysis of Metals
Pollutants
Sample Preparation and Analytical
Methodologies
SW-846*
Arsenic
EPA Methods 3050/3051 - 7061+ 7060
Cadmium
EPA Methods 3050/3051 - 6010/7131/7130
Chromium
EPA Methods 3050/3051 - 6010/7191/7190
Copper
EPA Methods 3050/3051 - 6010/7210
Lead
EPA Methods 3050/3051 - 6010/7421/7420
Mercury
EPA Method 7471/7470
Molybdenum
EPA Methods 3050/3051 - 6010/7481/7480
Nickel
EPA Methods 3050/3051 - 6010/7520
Selenium
EPA Methods 3050/3051 - 6010/7741/7740
Zinc
EPA Methods 3050/3051 - 6010/7950
*Test Methods for Evaluating Solid Waste. Physical/Chemical Methods. EPA Publication SW-846,
Second Edition (1982) with Updates I (April 1984) and II (April 1985) and the Third Edition (November
1986) with Revision I (December 1987) and Update I (July 1992). The Second Edition Updates I and II
(PB-87-120-291) are available from the National Technical Information Service, 5285 Port Royal Road,
Springfield, VA 22161. The Third Edition and Revision I and Update I (Document number 955-001-
00000-1) are available from the Superintendent of Documents Government Printing Office, 941 North
Capitol Street, NE, Washington, DC 20002. Future updates will be noticed in the Federal Register.
17

APPENDIX B
Analytical Methods for Pathogen Testing
Sample Type
Method
ASTM Designation: D 4994-89. Standard Practice for
Enteric Viruses
Recover of Viruses from Wastewater Sludges, Annual Book
of ASTM Standards: Section 11, Water and Environmental
Technology. ASTM, Philadelphia, PA, 1992.
Part 9221 E or Part 922 D. Standard Methods for the
Fecal Coliform
Examination of Water and Wastewater, 18th edition.
American Public Health Association, Washington, DC, 1992
Yanko, W.A., Occurrence of Pathogens in Distribution and
Helminth Ova
Marketing Municipal Sludges, EPA/600/1-87/014, 1987. PB
88-154273/AS, National Technical Information Service,
Springfield, VA:[phone].
Part 9260 D, Standard Methods for Examination of Water
and Wastewater, 18th edition, American Public Health
Salmonella sp. Bacteria
Association, Washington, DC 1992; or Kenner, B.A. and
H.P. Clark. Detection and Enumeration of Salmonella and
Pseudomonas aeruginosa, J. Water Pollution Control
Federation, 46(9):2163-2171, 1974.
NO

City of Rocky Mount Large Type 1 Compost Facility
Existing City of Rocky Mount Type 1 Compost Facility
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City of Rocky Mount Large Type 1 Compost Facility
Trackhoe at mulch piles
Front Gate Signs for Compost Facility
Compost & Mulch Safety Sheet Booth