4103_GrnsbroWhtStCompost_renewapplic_20191029

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City of Greensboro I Compost Facility Permit Renewal
Contents
Contents
1 Introduction............................................................................................................................1
1.1 Background....................................................................................................................1
1.2 Purpose..........................................................................................................................1
2 General Information...............................................................................................................1
3 Design and Operation Plan....................................................................................................2
3.1 Site.................................................................................................................................2
3.2 Feedstocks.....................................................................................................................2
3.3 Capacity..........................................................................................................................2
3.4 Compost Method & Balancing........................................................................................2
3.5 Temperature and Aeration..............................................................................................2
3.6 Compost Process...........................................................................................................3
3.7 Pile Sizes........................................................................................................................7
3.8 Drawings & Equipment...................................................................................................7
3.9 Surface Water.................................................................................................................7
3.10 Security...........................................................................................................................7
3.11 Personnel.......................................................................................................................7
3.12 Equipment......................................................................................................................8
3.13 Signage..........................................................................................................................9
3.14 Buffer Requirements.......................................................................................................9
3.15 Recordkeeping...............................................................................................................9
3.16 Fire Prevention.............................................................................................................10
3.17 Maintenance.................................................................................................................10
3.18 Contingency..................................................................................................................11
3.19 Safety...........................................................................................................................11
4 Signature Page of Applicant................................................................................................12
Figures
Figure 1 Process Flow Diagram....................................................................................................5

City of Greensboro I Compost Facility Permit Renewal ���
Contents
Appendix
Facility Plan
Site Plans
Plats 1 and 3
Plat 2
Operations
Plats 1 and 3
Plat 2
Equipment Specs (Typ)
Tub Grinder
Windrow Grinder
Screen
Compost Monitoring Form

City of Greensboro I Compost Facility Permit Renewal ���
Introduction
1 Introduction
1.1 Background
The City of Greensboro (City) owns the White Street Landfill, which encompasses an area of
approximately 980 acres. The facility includes yard waste composting, an emergency staging
area for debris, MSW landfills, borrow areas, buffer areas, a landfill gas collection system and a
leachate management facility. The site plan in the Appendix shows the relative location of each
waste management activity within the facility.
The City operates a Large Type 1 Compost Facility under North Carolina Department of
Environmental Quality (NCDEQ) Permit No. 4103-COMPOST-2003. The facility consists of
three areas; a 12.5-acre area (Plat 1), 6.8-acre area (Plat 2), and a 9.9-acre area (Plat 3).
The City operates a nine -acre Emergency Debris Staging Site near yard waste composting Plat
2 (DSNUM DS41-002) above Phase I of the MSW landfill.
The MSW landfills include the areas designated as Phase I, Phase II (4103-MSWLF-1987), and
Phase III. Phase I is 85 acres in size and received municipal solid waste until 1978. The Phase
II area consists of approximately 135 acres and received MSW from 1978 to 1997. Phase III
(4112-MSWLF-1997) is a 51-acre Subtitle-D lined unit that began receiving waste in 1997.
Since 1998, the City has disposed of construction and demolition (C&D) debris above the MSW
located in Phase II (4103-CDLF-1998).
1.2 Purpose
In accordance with Solid Waste Permit 4103-COMPOST-2003 issued February 2, 2015,
Attachment 3 Part I Operating conditions, Item 1, the City of Greensboro hereby submits this
application to request a permit review prepared in general accordance with 15A NCAC
1313.1405 and the Large Type 1 permit application guidance issued September 25, 2017.
2 General Information
The contact person for the facility is:
David Deel
Disposal Manager
2503 White Street
Greensboro, North Carolina 27406
336.412.3959 (office)
336.382.8366 (cell)
David. Deel@greensboro-nc-gov
The City of Greensboro Compost Facility is a Large Type 1 facility located at 2503 White Street
Greensboro, NC 27405. The facility is located within Greensboro in Guilford County. The site
is/was previously used for solid waste management activities as discussed above and shown on
the Site Plan in the Appendix.

City of Greensboro I Compost Facility Permit Renewal ���
Design and Operation Plan
3 Design and Operation Plan
3.1 Site
Total acreage of the property is approximately 980 acres. The compost operations cover 29.2
acres which includes unloading, mixing/processing, composting, curing, and feedstock storage.
The primary use of Plat 1 is receiving, processing and windrow operations. Plat 2 is primarily
used for storage and leaf deliveries. Plat 3 is primarily used for curing, storage and loading of
finished product.
3.2 Feedstocks
The yard waste facility accepts organic yard waste, garden waste, silvicultural waste, and wood
(untreated and unpainted) waste. The facility accepts these materials from the general public
and other generators within Guilford County and from municipalities whose boundaries cross
into Guilford County. Yard waste means yard trash and land clearing debris as defined in GS
130A-290, including stumps, limbs, leaves, grass, and untreated wood. If the market is
favorable or large quantities of woody waste are received compared to other waste, excess
portions of the wood and brush may be chipped and grounded to produce fine and course
grades of mulch and shredded wood, which may be sold directly as boiler fuel or landscaping
mulch.
3.3 Capacity
Currently, the White Street Landfill receives approximately 30,000 tons of yard waste per year.
Most leaves are received in the fall; other materials are received throughout the year. The
operating capacity of the facility is 51,450 tons per year.
3.4 Compost Method & Balancing
The facility segregates the incoming yard waste into rough categories according to potential
nitrogen content. The materials are then mixed during grinding and windrowing in a manner that
strives towards a C/N ratio between 25 and 35. If sufficient quantities of high nitrogen content
yard material are not available, some compost materials may be mixed with fresh yard trimming
to reduce the C/N ratio. The materials are composted in turned windrows.
3.5 Temperature and Aeration
Windrow temperature is monitored with a REOTEMP thermometer with a 36-inch long stainless
steel probe and a range of 0°F to 200°F. The thermometer is stored in a PVC case in the office
to prevent damage. The thermometer will be calibrated onsite at least once per year, using ice
water. The compost windrow temperature will be monitored and recorded at least three days per
week until the minimum standard of 131 °F for three consecutive days is met. After that time,
temperatures will be monitored at several points, no more than 20 feet apart, along each
windrow to determine when to turn windrows and when the process is complete. The internal
temperature of the windrows will be maintained between 110°F and 160°F until breakdown is
nearly complete. Records of the temperature monitoring including date, time, temperatures,

City of Greensboro I Compost Facility Permit Renewal ���
Design and Operation Plan
windrow and location in the windrow will be keep as required by NCDEQ. The windrows will be
aerated by turning the windrows based on observed temperatures.
3.6 Compost Process
Waste material received at the White Street Sanitary Landfill scale house is weighed and
categorized (e.g., construction/demolition, yard waste). The operation of the scale house is
performed by the City of Greensboro employees who direct the waste to its designated disposal
or management area. Yard waste is directed to the composting facility. At the yard waste
composting facility, City employees will manage all composting operations including receiving
the waste at -the unloading and processing area, grinding, mixing, composting, monitoring,
stockpiling, and loading of the finished compost.
Raw materials are received in the yard waste drop-off area. Source separated leaves and mixed
debris are unloaded at two separate areas. As the materials are dumped, each load is inspected
to assure that only authorized materials are admitted. A process flow diagram is provided in
Figure 1, and the following briefly describes the steps to be completed to transform the yard
waste into a marketable compost material, boiler fuel, or mulch.
Processing
o All incoming materials are inspected as each load is received to prevent
contamination. Unacceptable waste and non-compostable (plastic bags, cans,
bottles, etc.) contaminants are removed from the site.
o Mixed Debris: Once deposited in the drop-off area in Plat #1, all non-
compostable contaminants are removed and the waste is segregated by type
depending on carbon and nitrogen levels (e.g., brush, leaves, grass clippings,
conifer needles).
o Leaves: Since the leaves are source separated, they are unloaded at the
stockpile in Plat #2.
Material Size Reduction and Mixing (Plat #1)
o Mixed Debris: The yard waste is mechanically processed into small (less than
two inches), relative 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 material. Grinding is the last step in the process for boiler fuel
and mulch.
o Leaves: The leaves do not require grinding but may be mixed into the boiler fuel
after grinding.
Placing the Yard Waste in a Windrow (Plat #1)
o Mixed Debris: After grinding, the yard waste is placed in long, uniform piles called
windrows. of varying lengths as material is generated and processed. Adequate
height and width are important in order to sustain the optimum temperature and
moisture levels for rapid decomposition. The windrows will be placed far enough
apart to allow processing equipment easy access to turn the windrows over
regularly.
o Leaves: Leaves that are passively composted will be placed in windrows.

City of Greensboro I Compost Facility Permit Renewal ���
Design and Operation Plan
• Turning the Windrows
o Active Compost: The windrows will be turned or mixed regularly to rotate the
material from the outside of the pile to the inside. This action 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.
o Passive Compost: The leaves will be turned as needed to break up areas of
anaerobic activity.
• Composting — Temperature of all compost produced shall be monitored sufficiently to
ensure that the pathogen reduction criteria is met. Compost shall be maintained at or
above 131 OF for three days and aerated to maintain elevated temperatures.
Finishing the Compost (Active) — The initial rapid decomposition of the yard waste into
compost will slow as the material stabilizes. With regular turning, the material will be
normally stable in three to four months but can be stabilized in four to six weeks. To
improve quality and appearance (marketability) of the end product, it will be passed
through a screen to remove oversize particles and transferred to curing piles. The curing
process allows the materials to be stabilized and blended with material from different
seasons. By placing the compost in the curing area in horizontal lifts and removing the
material for sale or use in vertical cuts, seasonal difference in composition are
minimized, resulting in the most uniform product.
Material testing — Testing of the finished compost assures users of the quality and safety
of compost.
• Overflow area — Plat 2 will be used as an overflow area for composting at Plat I. Yard
waste or compost may be stored either in piles or windrows in the overflow area. The
yard waste will be transferred from Plat 2 to Plat I as soon as the City of Greensboro is
ready to compost the material or sufficient space is available on Plat I.

City of Greensboro I Compost Facility Permit Renewal
Design and Operation Plan J
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5

City of Greensboro I Compost Facility Permit Renewal ���
Design and Operation Plan
3.7 Pile Sizes
The feedstock piles will be no larger than 50 feet wide and 30 feet high. The windrows for
composting will typically be 8 feet high, 20 feet wide at the base (maximum of 12 feet high by 25
feet wide per permit operating conditions). The windrows will typically be spaced with 5 feet
between windrow pairs and 15 feet between sets of pairs. The finished product piles will be no
larger than 50 feet wide and 30 feet high. Feedstock and finished product piles will be
constructed with at least 15 feet between piles.
3.8 Drawings & Equipment
An overall site plan, Plats 1, 2, and 3 of the composting facility and typical equipment details are
provided in Appendix. The sites slope toward the north and west toward North Buffalo Creek.
The site plan of the facility, at a scale of one inch equals 100 feet, Illustrates topographic
contours, locations of water control structures, property lines, buildings, and process locations
(e.g., unloading, windowing, etc.). Plats I and 3 are utilized for receiving, processing, windrow
operations, and storage for yard waste and finished product stockpiles. Plat 2 is used for
windows operations and storage for yard waste and finished product stockpiles. Existing
facilities include office, paved access roadway, receiving area, processing area, composting
areas, and stockpile areas. Access roads will be of all-weather construction and maintained in
good condition.
3.9 Surface Water
The storm water collection system is part of the overall erosion control plan implemented and
maintained by the City of Greensboro landfill staff. In general, surface water is diverted from
waste management areas including operational, curing, and storage areas at the compost
facility by ditches and or berms. The site is graded and sloped to prevent ponding of water.
Leachate is collected, contained onsite and treated, as needed, with the landfill leachate
management system.
During the operation of the composting facility, storm water collected from the composting areas
drains into collection basins located on site. Settling of solids occurs in the basin with the water
recirculated, as needed, to the windrows for increasing moisture content.
3.10 Security
The landfill facility is secured by gates, chains, berms, fences, and other measures to prevent
unauthorized entry. The main entrance on White Street is gated and users must pass by the
scalehouse before proceeding to the compost areas.
3.11 Personnel
Each of the following personnel are located at the facility. Their phone numbers and
responsibilities are outlined below. An operator will be on duty at all times while the facility is
open for public use to ensure compliance with operational requirements.

City of Greensboro I Compost Facility Permit Renewal ���
Design and Operation Plan
Personnel Phone
Name: David Deel Office: 336-412-3959
Title: Disposal Manager Cellular: 336-3828366
Responsibilities: Oversees disposal operations.
Name: Robert Goffredo Office: 336-373-7616
Title: Landfill Operations Supervisor Cellular: 336-209-8230
Responsibilities: Manages and oversees compost facility. Will ensure that the facility complies with all
aspects of the solid waste rules, permit and O&M plan including compost processing, record keeping,
monitoring, facility safety, and environmental regulations. Will update the O&M Plan an annual basis.
Name: Tim Summers Office: 336-373-7659
Title: Composting Crew Supervisor Cellular: 336-430-2359
Responsibilities: Supervises compost facility including yard waste operators and maintenance workers.
Name: YW Operator Office: 336-373-7659
Title: Operator I Cellular: 336-430-2359
Responsibilities: Will be responsible for operating grinder, front wheel loader, and minor maintenance
issues.
Name: YW Operator Office: NA
Title: Operator 2 Cellular: NA
Responsibilities: Will be responsible for row layouts and operation of the windrow turner. When needed
will assist with screening operation.
Name: YW Operator Office: NA
Title: Operator 3 Cellular: NA
Responsibilities: Will be responsible for overseeing the temporary staff which will sort incoming
materials
Name: YW Maintenance Worker Office: NA
Title: 4-6 Temporary Workers Cellular: NA
Responsibilities: Will be responsible for removing contaminants from incoming materials.
3.12 Equipment
Typical specifications for the grinder, windrow turner, and screening equipment used at the site
are provided in the Appendix.
Equipment maintenance includes preventative maintenance in accordance with manufacturers'
guidelines and daily inspection. The manufacturers' guidelines are provided in the equipment
operation and maintenance manuals which will be maintained on site at the facility office. Daily
inspection includes the following:
• Fuel level
• Oil level
• Battery
• Tires (or tracks)
• Hydraulic system
• Grease/lubricants
• Lights/alarms
In addition, operating personnel are trained to be alert for unusual noises and other sensory
indications of impending problems. Such indications are checked out immediately upon
detection to help prevent more serious equipment failures. The City of Greensboro operates a
maintenance shop on the White Street Landfill premises.

City of Greensboro I Compost Facility Permit Renewal ���
Design and Operation Plan
If the windrow turner is down for a significant period of time and the front-end loaders are down,
the City can relocate a loader or rent a loader for the time period required. If the grinder is down
for a significant period of time, a subcontractor can be hired to perform the work.
3.13 Signage
The entry route will be marked by signs and set up to allow additional vehicles to safely queue
when access to the tipping area needs to be controlled or limited. Proper traffic control is
important to prevent yard waste from being received in unauthorized areas and to move
vehicles through the site safely and efficiently. Signs located at the facility include:
• Directional signs located along the landfill road between the scale house and the
compost facility
• Facility sign at the site entrance indicating the City of Greensboro Compost Facility
• Informational sign located just inside the entrance, listing materials accepted; facility
permit number; a statement that no hazardous waste, asbestos containing water or
medical waste can be received at the site; and whether the site will receive materials
from the general public
• Informational sign near the tipping area with safety regulations
• An exit sign located at the facility exit
3.14 Buffer Requirements
The site footprint remains unchanged and therefore continues to comply with the following
buffer requirements: 50-foot buffer to the property line, 200-foot buffer to residences, 100-foot
buffer to wells, 50-foot buffer to perennial streams/rivers, and a 25-foot buffer to ditches and
berms (to allow vehicle access in the event of a fire). Buffer requirements apply to unloading
areas, composting and curing areas, processing areas, and feedstock storage areas. Finished
compost may be stored within the buffer.
3.15 Recordkeeping
A copy of the permit, operations plan, and site drawings will be kept on site at all times. The
facility operators shall record and maintain records for a minimum of five years. Records shall
be available for inspection by NCDEQ personnel during normal business hours and shall be
sent to the NCDEQ upon request. These records shall indicate:
• Daily operational records of temperature data for the length of the composting period
and quantity of material processed
• Analytical results on compost testing
• Quantity, type, and source of waste received
• Quantity and type of waste processed into compost
• Quantity and type of compost produced by product classification
• Quantity and type of compost removed for use or disposal by product classification, and
the market or permitted disposal facility

City of Greensboro I Compost Facility Permit Renewal ���
Design and Operation Plan
An annual report for the period July 1 to June 30 shall be submitted every August 1 and shall
contain:
• Facility name, address, and permit number
• 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
• 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
• Total quantity in tons and type of compost produced at the facility, by product
classification, during the year covered by the report
• 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
• Monthly temperature monitoring to support Rule .1406
• Results of tests required in Table 3 of Rule.1408
Yearly totals of yard waste received and composted shall be reported back to the local
government of origin for annual recycling reporting.
A sample compost monitoring form is included in the Appendix.
3.16 Fire Prevention
Routine fire prevention measures will be employed in and around the site, including the
buildings and equipment. These measures will include maintaining cleanliness and proper
storage of flammable and oily rags. Portable fire extinguishing equipment will be available in the
attendant booth and in the vicinity of all heavy equipment to allow for rapid response in the
event of a fire. All fire prevention equipment shall be inspected to make sure it is in good
working order.
3.17 Maintenance
General upkeep of the composting facility includes maintaining roads, windrow pads, receiving
and storage area, site drainage, electrical, water, sewer, and other facilities. The City is also
responsible for collecting litter and stray debris daily on the site.
Weekly maintenance inspections at the facility site include paved areas, facility structures, storm
water diversion ditches, berms, and sediment basins to assure proper operation of the facility.
Equipment on the site shall be inspected and maintained in accordance with the manufacturers'
recommendations. In addition, a visual inspection of the site will be performed to evaluate
general upkeep.
To minimize odors, the processing receiving area will be swept to maintain a clean surface. This
cleaning shall be performed at least monthly and as necessary.
Each windrow composting area shall be cleaned after completion of a composting operation in
that area.
10

City of Greensboro I Compost Facility Permit Renewal ���
Design and Operation Plan
3.18 Contingency
Severe storms or climatic events may include high intensity rainfall, extreme winds, snow,
freezing weather, electrical storms, or earthquakes. Such natural events cannot be prevented.
During such events, operations would cease and personnel would take shelter. Given the
geographical location of the Greensboro facility, extreme climatological conditions are not
extensive in duration or frequency. During times of high winds, heavy rain, or snow, operations
are curtailed or stopped until the weather conditions have improved. Freezing weather
conditions are generally limited to overnight and have little to no impact on the composting
process. Any snow or ice build-up on the access roads at the facility is removed prior to
beginning operations.
After any severe storm or natural disaster, all equipment and facilities would be inspected for
damage. Any damage will be repaired immediately. If the damage prevents proper operation of
a system, that system would not be restarted until after repairs are made.
Significant down time for the major equipment utilized at the site is generally off -set through the
use of rental equipment or contractors. The City of Greensboro operates a maintenance shop
on the White Street Landfill premises.
3.19 Safety
City personnel involved in the operation, or who inspect the operation, are required to have
training in the following areas:
• Site safety procedures concerning onsite equipment (especially grinders) from
knowledgeable experienced personnel such as equipment suppliers, engineers,
technicians, and experienced employees
• Safety during unloading and loading of materials
• Familiarity with the operations plan
• Yard waste screening acceptance (including how to deal with unacceptable material)
• First aid; at least one individual at the facility will have CPR certification
• Standard operating procedures
• Fire identification, protection, and emergency response procedures
• Applicable environmental regulations
• Spill response protocols
• Hazardous communications
11

City of Greensboro I Compost Facility Permit Renewal
Signature Page of Applicant
4 Signature Page of Applicant
Name of facility White Street Landfill Compost Facility
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.
I 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 comply with all such revisions or amendments.
� L Jb Z 31Ze
gnature Print Name Date
hUrtM'iH4 ci'lyplja c�'-
Title 1
Business or organization name
12

City of Greensboro I Compost Facility Permit Renewal
Appendix
Appendix
Facility Plan
Site Plans
Plats 1 and 3
Plat 2
Operations
Plats 1 and 3
Plat 2
Equipment Specs (Typ)
Tub Grinder
Windrow Grinder
Screen
Compost Monitoring Form

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STREAM/SURFACE WATER
FENCE LINE
UNPAVED ROAD
MONITORING WELL
PHYTOREMEDIATION BUFFER
PROPERTY LINE — OUTSIDE LANDFILL BOUNDARY
CITY —OWNED PROPERTY
OUTSIDE LANDFILL BOUNDARY
10'TOPOGRAPHIC CONTOUR
2' TOPOGRAPHIC CONTOUR
0 400 800
WHITE STREET LANDFILL
LANDFILL TOPOGRAPHY
10 28 14 ISSUED FOR PERMIT RENEWAL
DATE DESCRIPTION GREENSBORO NORTH CAROLINA
EXHIBIT 3

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OARING
/ PAVED ROAD
Acm AN
� ■—_-__-_— STREAM/SURFACE WATER
WASTE G, PASSIVE O ■
SOR NG, NO O coM O �780 ■ _ WATER
10'TOPOGRAPHIC CONTOUR
DE GGI SUPPLY
A—P. ACCESS AND 41WEANCE ROA ■ WELL
3 2' TOPOGRAPHIC CONTOUR
FENCE LINE
O � ,) I ■ -----------
UNPAVED ROAD
Y' �i ■ MONITORING WELL
p` PHYTOREMEDIATION BUFFER
® ■ .
---- 292
\ \ \ \ �� \ \ / \ • 0 100 200
NOTES:
L SITE NOT LOCATED IN ANY DESIGNATED FLOODPLAIN AREAS.
J
2. NO GRADING OR LAND DISTURBING ACTIVITIES REQUIRED.
B. SITE ZONING AS DETERMINED BY THE CRY OF GREENSBORO PLANNING
DEPARTMENT: CONDITIONAL USE -HEAVY INDUSTRIAL (CU-HI).
4. TOPOGRAPHICAL INFORMATION FROM SURVEY PERFORMED BY L ROBERT KIMBALL &
�� 1� —' I ■ ■ I
I. ■ I ■.
■ I
ASSOCIATES, INC. DATED MARCH 25, 2007.
FROM DRAWINGS G-5 9 AND A�IDETERMINEDNFORMAnON VERIFIED
4AS FILED WITH THE OF GREENSBORO
NSBORO
ENGINEERING AND INSPECTIONS DEPARTMENT RECORDS SECTION.
PROJECT MANAGER
GGH
WHITE STREET LANDFILL
PLATS 1 AND 3 COMPOST
OPERATIONS SITE PLAN
DRAWN BY
GGH
CHECKED BY
10 17 14
ISSUED FOR PERMIT RENEWAL
FILENAME LANDFILL.DWG SHEET
DATE
DESCRIPTION
GREENSBORO
NORTH
CAROLINA
SCALE AS SHOWN EXHIBITS

i
,
1
LEGEND
�L
J
------ LANDFILL BOUNDARY
---------- WASTE BOUNDARY (APPROXIMATE)
PAVED ROAD
-------- STREAMISURFACE WATER
/
/
10'TOPOGRAPHIC CONTOUR
2'TOPOGRAPHIC CONTOUR
/
FENCE LINE
f
UNPAVED ROAD
Q
� MONITORING WELL
PHYTOREMEDIATION BUFFER
/
/
/o'01 all
zz
„ \\/
\ I
Al /
---A / c - EMERGENCY
/`/\/I DEBRIS
STAGING
SITE
e Tao zaD .../ �•��j//)II� /
I �
NN
to
o
NOTES: I LEHOUSE
1. SITE NOT LOCATED IN ANY DESIGNATED ACTIVITIES
SQUIRED.
2. NO GRADING OR LAND DISTURBING THE
CITY
OF REQUIRED.
3. SITE ZONING AS DETERMINED BY THE CRY OF GREENSBORO PLANNING
DEPARTMENT: CONDITIONAL USE -HEAVY INDUSTRIAL (CU-HI). 720
4. TOPOGRAPHICAL INFORMATION FROM SURVEY PERFORMED BY L ROBERT KIMBALL &
ASSOCIATES, INC. DATED MARCH 25, 2001.
5. PROPERTY LINE AND BOUNDARY INFORMATION DETERMINED AND FIELD VERIFIED
FROM DRAWINGS G-569 AND A-24 AS FILED WITH THE CITY OF GREENSBORO n
ENGINEERING AND INSPECTIONS DEPARTMENT RECORDS SECTION. ' \
:�, O
FINISHED PRODUCE
ORAGE AREA
v'o
YARD WASATE AND
/ FINISHED PRODUCE
C
STOCKPILES
j/ COMPOSE
FACILITI' I
/ PIAT 2
� A
o wN�ow 5 D
A AND
PASS
NE
COMPOSTING
WHITE STREET LANDFILL
n
,I
PLAT 2 COMPOST
OPERATIONS SITE PLAN
0 10/28/14 1 ISSUED FOR PERMIT RENEWAL
SSUE DATE DESCRIPTION
NORTH CAROLINA
EXHIBIT 6

I x x x x x- x x x x x x x x x x x x x x x x Q,RIVEWAYApCFxSSx x x x x x x x x x x x
(36,009 DSO Tx
I x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x`
x fx x x INx x x x x x x x x x x x x x x x x x x x x x x
PROCESSING & x x x x x x x x x
I x x PZp�i�$TpR)
25T I�GFx x x x x x x x x x x x x x x x x x x x x x x x x x x x x
x Ix ' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x� I I I,,EA USE
PROCESSING & 7,44 S FT
CONCRETE PAD xp�I( M3Epl S$70) QGFx x
x Ix x x x x x x x x x x x x x x x x x R CE(30,6 9 SO I F)x xG x x x x x x x x YxJ f] F7 x x
x x(30,62.9 x x x x
xx
x Ix ' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
X I x x x x x x x x x x x x x x x x
r82 x x I x 3gQ
180 x
x 350
r�8 x 363
r"6
366
IRn / ul
LSpDTH = 3,650 FEET
x
I x
xxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxxxxxxxxxxxxx
x x x x x x x x x x x x x x x x x x x x x x 7b�PMOb�BUFFI�R ' x x x x x x x x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x x x x x (72,}g7160 P,M x x x x x x x x x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
x\ x DRIVEWAY ACCESS x x x x x x x x x x x x
(1,672 SO FT)
x x x
Ix x x x x
I xxxI
I x x
I
N�
Ix o
w'0
Ixx
I x x
x 1
PLAT #3
TOTAL AREA: 9.9 AC (432,733 SQ FT)
USABLE AREA: 6.2 AC (271,469 SQ FT)
x x 25 FOOTBUFFER x x x
OST PLAT#3 x x(1a`.8A0-$OAT), x x x x x x x x x x x
PLAT #1
TOTAL AREA: 12.5 AC (546,146 SO FT)
USABLE AREA: 8.4 AC (364,590 SO FT)
0 50 100 200 300
LNORTH = 7,203 FEET GRAPHIC SCALE
The information included on this exhibit has been compiled from a v
ariety of PLATS#1 AND #3DESIGN CAPACITY
sources. The City of Greensboro makes no representations or warranties
as to accuracy, completeness, or rights to the use of such information. This CITY OF GREENSBORO
r4
exhibit is not intended for use as a land survey product nor is it designed FIELD OPERATIONS DEPARTMENT
or intended as a construction design document.
F.Nr1N5nf-A DRAWN BY GGH I DATES 3/12112 1 SCALE: AS SHOWN I DWG C-1

2�
ld^d y�Od�00 OOMpOSrp�T
COMaoSTp(gT�2
PLAT #2 x x \X
TOTAL AREA: 6.8 AC (296,941 SO FT) x x x x
USABLE AREA: 5.6 AC (242,236 SO FT) x x x x x x x x x x XXI
o°
x x x x SEDIMENT TRAP
OO x x x x, 1,43
O /mA x x x x x x x x x x x x x x x x x a
X x x x x x x x x x x x x x x x x x x @y
ti
x x x x x x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
x x x x x x x x x x xx � x�Iy x7 x�t x x x x x x x x x x x x x x
X x x x x x x x x (231722 SO fT1 x x x x x 1tl" 1SOdWpO
0 50 100 200 300
GRAPHIC SCALE
The information included on this exhibit has been compiled from a variety of V6—-A
PLAT #2 DESIGN CAPACITY
sources. The City of Greensboro makes no representations or warranties
as to accuracy, completeness, or rights to the use of such information. This CITY OF GREENSBORO
exhibit is not n intended for use as a land survey product nor is it designed FIELD OPERATIONS DEPARTMENT
or intended as a construction des! document.
GHkkN$ Y� DRAWN BY: GGH I DATE: 3112/12 1 SCALE: AS SHOWN DWG C-2

FEATURES
Discharge system consisting
of two 16" (40.64 cm)
diameter augers discharge onto
a 40"(101.6 cm) x 31' (6.71 m)
heavy-duty belt conveyor
Tub has 10' (3.04 m) diameter at
inside base, and 57" (144.78 cm)
deep walls constructed of 3/a" (9.52
mm) structural steel plate, floor
constructed of/z" (12.7 mm) thickT-1
wear -resistant steel
Tub is supported by (16) roller guides
carried on 11/2" (3.81 cm) diameter shaft
: M ITI :11 ILI I I
Y�
it-IIIn.
H� t6AEt < Y s
Morbark Integrated Control Systems The full breakaway torque limiter
31 " (78.74 cm) x 64" (162.56 cm) (MICS) system protects the engine and clutch
hammermill system constructed of heavy-duty 1 Y
20"(50.8 cm) diameter rotor, (13) 17/a"
(4.76 cm) thick two-piece laser -cut rotor plates
to ensure precision and enforce steel strength. �.
The plates are keyed on a 7" (17.78 cm) diameter -i
shaft with 43/te" (11.27 cm) bearings and (8) 21/4" `� -•
(5.71 cm) hammer retaining rods
Complete with (24) 2" (5.08 cm) balanced SPECIFICATIONS US
hard -surfaced hammers and (24) 3'/te" (7.77 cm)
forged double-edged 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 400 knuckleboom loader with 36" (91.44 cm)
Tarantula grapple, 3600 turn motor and stationary
operator's cab
14' (4.27 m) diameter tub flare with flat sides to
maintain an 11'11 " (3.63 m) width
I+."r 91.
SPECIFICATIONS MAY VARY WITH EQUI
Laser -cut, factory -balanced
hammermills with forged hammers

ALLOAS 38H designed for difficult materials and conditions
ALLU®AS 38H Windrow Turner is designed for the treatment of different materials, from compost to contaminated soil
stabilization and mixing. The ALLU®AS 38H can be operated in the most difficult conditions and is presently at work in a
number of countries worldwide from the Artic Circle to the Arabian Desert.
ALLU®AS 38H, heavy duty design
ALLU®AS 38H is a track driven machine powered by a diesel engine. The AS 38H can also mix and aerate heavy density
materials and soils.
Patented mixing drum
The efficiency of the windrow turners is based on the patented mixing drum, which will give complete mixing and aeration
with minimum power requirements. This is very important in order to speed up the working of micro organisms in the
composting process. When the mixing and aeration is done often enough, it also essentially reduces the odor emissions
from the composting.
New business possibilities
In the last few years, the environmental standards of road construction and utilization of contaminated soil have tightened
considerably. New working areas are coming forth, like bentonite mixing for groundwater protection on road slopes or
cleaning of oil -contaminated soil by composting it. For these demanding and very difficult jobs the users all over the
world have chosen the ALLU®AS 38 H — Windrow Turner. High capacity and heavy duty construction of the ALLU®AS
38H make it technically superior.
ALLU°AS Windrow Turner

For more information got WWW.allu.net
Auto power drive
If the speed of the drum decreases under the adjusted limit, the driving speed is automatically reduced in order to prevent
the overload. When the overload is eliminated, the driving speed returns automatically to the original power level, without
readjusting with joysticks.
Technical data
• 330 kW / 450 hp Mercedes-Benz inter -cooled turbo diesel engine
• Length of mixing drum 20.8 ft (6,33 meters)
• Diameter of mixing drum 7.2 ft (2,25 meters)
• Auto power drive
• Fully equipped cabin
• Driving is controlled with two joysticks
• Turning capacity up to 7800 cubic yards (6000 cubic meters) per hour

ALLU* Technkal Detods
Engine
The Power of the engine has been utilized effectively: Mechanical trans-
mission of the power ensures the minimum loss of energy.
Electrical System
24 VDC, 2 pcs 12 VDC heavy duty batteries
ALLU®AS 38H is cosy to maintain and
service thanks to easy access to all
components and service points.
The safety pin in the power transmission
protects the construction, if the drum hits
the solid ground.
Mixing Drum
Unique patented construction of the drum with replaceable cutting edge makes
it possible to handle heavy materials like contaminated soils with high capacity
and low ware costs. Processing of contaminated soils on several locations has
proved the effectiveness of the ALLU®AS 38H frame and drum structure.
Diameter: 7.2 ft (2.25 m)
Length: 20.8 ft (6.33 m)
Ground clearance: adjustable up to 190 mm
175 mm replaceable edging
• 100% aerating
• Effective mixing
• Changeable wear parts
• Cutting edge reduces the need of power
• No paddles or flails
Unique mounting (unit body) of the
changeable cutting edge reduces the
power requirements. All wearing ports
ore changeoble.
ALLOAS Windrow Turner

For more information got mm.allu.net
Safety Cabin
The user operates the machine from a fully equipped safety cabin. The cabin can be lifted vertically about 5.6 ft (1,7
meters) allowing for a perfect view to the windrow material.
The fully equipped safety cabine is designed and manufactured to meet the requirements of the demanding users. The
cabine can be easily lowered down for transportation.
• Heat isolation
• Air conditioning / heating
• Dust separation
• Front / back lights
• Complete operation control
• Windscreen wiper
• Adjustable seat
The cabin con be shifted down for
the transportation or the storing.
The movement of the cabine is 4.83
ft. (1,45 m).
Radio/cassette recorder
Remote control for tracks
for loading to and unloading
from a transport platform
Activated charcoal filter
(option)
All important indicators can be
easily seen in the control panel.
Easy Transportation
The transportation of the ALLOAS 38H is easy and does not require special permits
in most countries, when transported on a low bed trailer.
One man can easily load the ALLU®AS 38H to a trailer by using the remote control.
ALLU Finland Oy retains the right to make changes to the ALQU AS windrow
turners due to continuous product development.
ALLVAS Windrow Turner

ALLU* Windrow TurnerJobs
Composting orgonic and green waste in USA
Handling contaminated soil in USA
There are numerous sites that use the ALLU®AS 38H
in handling compost from green and organic waste.
The ALLU® AS 38H can turn large windrows and
is easily transportable from site to site, making high
quality compost for cost-effective production.
In this site the TNT contaminated soil is handled by
the ALLU®AS 38H. The contaminated soil is from an
army training area.
The ALLU® AS 38H mixes the material with e.g.
industrial organic waste and other organic material,
to compost the soil.
ALLVAS Windrow Turner

For more information got www.allu.net
Handling contaminated soil in UK
In UK the contaminated sludge was dredged from
the sea bottom.
The target was to clean the sludge by processing it
with the ALLU® AS 38 and then build a blockhouse
on the site.
Handling contaminated soil in Finland
Biomaa Oy is a Finnish company, specializing in
cleaning of contaminated lands and composting.
In the site in small Finnish town Hyvinkaa, they
compost waste water sludge from the close waste
water purification station.
The most commonly used mixing material is wood
chips. The end product is used mainly in green
construction.
ALLU°AS Windrow Turner

ALLLI*ScreenerCrusher
Screening, crushing, mixing, aerating,
and loading in one step operation
ALLU Finland Oy
jokimaentie 1,
16320 Pennala, FINLAND
Tel: [phone]
Fax: [phone]
Email: [e-mail]
ALLU UK Ltd.
17 Victoria Road,
Holywood Co. Down,
N. IRELAND BT18 9BA
Tel: [phone]
Fax: [phone]
Email: [e-mail]
ALLU°products for soil improvement
1W -'TWP—
Mixing soil and binding agent in
mass stabilisation
ALLU Deutschland GmbH
K16cknerstrage 3,
32257 Biinde, GERMANY
Tel: [phone]
Fax: [phone]
Email: [e-mail]
ALLU Sales office China
Victoria Plaza A-24E,
1068 Xikang Road,
200060 Shanghai, P.R. CHINA
Tel: [phone]
Fax: [phone]
Email: [e-mail]
High power compacting plates
demandingjob sites
ALLU France S.A.R.L
4 me du Docteur Guyot,
21420 Savigny4s-Beaune, FRANCE
Tel: [phone]
Fax: [phone]
Email: [e-mail]
ALLU South America
Cerrito 1070 Piso 7,
C1010AAV Buenos Aires,
ARGENTINA
Tel: [phone]
Fax: [phone]
Email: [e-mail]
Mixing and aerating different
materials from compost to
contaminated soil
ALLU Group
700 Huyler Street, Teterboro,
New Jersey 07608, USA
Toll Free: 800-939-ALLU (2558)
Tel: [phone]
Fax: [phone]
Email: [e-mail]
ALLU South America
Av. Del Parque 4928, of.126,
Ciudad Empresarial
Santiago, CHILE
Tel: [phone]
Fax: [phone]
Email: [e-mail]
ALLLJ*is patented worldwide.
ALLU®products are manufactured by ALLU Finland Oy.
Manufacturer reserves the right to change specifications without notification.
ALL For more information go to MM.B11U.net
One Step Ahead

CEC: Screen -it Diesel Powered Screeners: Screen It 4x 10
Page 1 of 1
Screen It 4'x10'
The CEC W x 10' Screen -It is a very mobile screener, and has the same
5/8" screen stroke of it's Big Brothers (5' x 12' & 6' x 16'). Hydraulic, 15-
minute setup; hydraulic -folding, high discharge conveyors; open throat
feeder; and optional hydraulic -dump grizzly. Priced with conventional
screens. Gives you CEC production.
Home I Jaw I Cone I Impact I Recycle I Screen -it I Washing I Company

City of Greensboro i White Street Landfill
Compost Monitoring Form
Windrow
Initial Windrow
Final Windrow
Location
Length
Length
Materials
Composted
Width
Width
Mix Ratio
Height
Height
End Use
Cubic Yards
Cubic Yards
Volume Reduction
Temperature Readings (Degrees F) No More Than 20 Feet Apart
Date Formed
Curing Started
Curing Completed
Date Began Distributed
Completed Distribution
Date: T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 Turned

City of Greensboro I White Street Landfill
Date: T1 T2 T3 T4 T5 T6 T7 T8 T9 T10 T11 T12 T13 T14 T15 T16 Turned

HDR Engineering, Inc. of the Carolinas
440 S Church Street, Suite 1000
Charlotte, NC 28202-2075
704.338.6700
NC License F0116
hdrinc.com
© 2019 HDR, Inc., all rights reserved

Transmittal
ri<
Date: Thursday, October 24, 2019
Project: Greensboro Compost Permit
To: NCDEQ Division of Waste Management
Attention: Donna Wilson
Solid Waste Section RECEIVED
1646 Mail Service Center
Raleigh, NC 27699-1646 OCT 2 65 201.
From: Eric Wright, PE
Subject: Greensboro Compost Permit
We are sending you:
M Attached
❑ Shop drawings
❑ Samples
❑ Change Order
SOLID WASTE SECTION
❑ Under separate cover via the following items:
❑ Prints ❑ Plans
❑ Specifications ❑ Copy of letter
❑ Other:
Copies Date No. Description
1 10/24/2019 10058500 Compost Permit Binder and CD
These are transmitted as checked below:
M For your approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review/comment ❑ Other:
❑ Forbids due
Remarks:
❑ Resubmit
❑ Submit
❑ Return
❑ Prints returned after loan to
us
Copy to: David Deel, Disposal Manager Signed: Eric Wright, PE
Richard Lovett, Environmental
Compliance Support Manager
hdrinc.com 440 S Church Street, Suite 1000, Charlotte, NC 28202-2075
[phone]