6015_HensonsCompost_renewal_20200205

HENSONS'INC.
PINEVILLE WOOD YARD
OPERATIONS PLAN
January 28, 2020
Prepared for:
Hensons' Inc.
P.O. Box 1060
Tryon, North Carolina 28782
Phone: [phone]
Fax: [phone]
Prepared by:
E&A Environmental Consultants, Inc.
1130 Kildaire Farm Road, Suite 200
Cary, North Carolina 27511
Phone: [phone]
Fax: [phone]
E&A Environmental Consultants, Inc. January 28, 2020

W_ : O]NCO1► MM
Section 1 Page
1.0 — Introduction...................................................................................................... 1
Section 2
2.0 —Standard Facility Operations.........................................................................
1
2.1— Erosion Control................................................................................................
2
2.2 — Leachate Treatment.........................................................................................
2
2.3 — Site Access and Signs........................................................................................
2
2.4 — Dust Control......................................................................................................
2
2.5 — Fires....................................................................................................................
3
2.6 — Product Distribution........................................................................................
3
2.7 — Hours of Operation..........................................................................................
3
2.8 — Process Flow Diagram.....................................................................................
3
Figure 1— Process Flow Diagram.............................................................................
AFTER PG. 3
2.8.1— Processing Equipment.....................................................................
3
2.8.2 — Receiving and Inspection................................................................
4
2.8.3 — Grinding............................................................................................
4
2.8.4 — Screening..........................................................................................
4
2.8.5 — Composting...........................................................................................
5
Section 3
3.0 — General..............................................................................................................
5
3.1— Personal Hygiene.............................................................................................
5
3.2 — Personal Protective Equipment....................................................................
5
3.3 — Mechanical Equipment Hazard Prevention .................................................
6
3.4 — Employee Health and Safety.........................................................................
6
3.4.1— Fire Extinguisher.............................................................................
6
3.4.2 — Physical Exposure...........................................................................
7
3.5 — Facility Emergency Phone Numbers.............................................................
7
3.6 —Organizational Charts.......................................................................................
8
APPENDICES
Appendix A —Zoning Letter
Appendix B —Site Plan & Location
Appendix C — Site Sign
Appendix D — Manufacturer's Information Sheets
E&A Environmental Consultants, Inc. January 28, 2020

1.0 -INTRODUCTION
Hensons' Inc. (Hensons') owns and operates a solid waste treatment /processing and
composting facility in Pineville, North Carolina. The facility processes land clearing
debris, clean wood, stumps, brush, limbs, untreated wood and silviculture waste. Leaves
are also composted at this facility. This operational plan details the activities that will be
accomplished at the facility. The site is zoned General Industrial, and the proposed
operation is permitted under this zoning. A letter from the Mecklenburg County
Engineering and Building Standards Department documenting zoning approval is
included in Appendix A.
2.0 -STANDARD FACILITY OPERATIONS
Facility Name: Hensons' Inc. (6015TP-Compost)
13010 Lancaster Hwy.
Pineville, NC 28134
704-543-9952
Facility Manager: John Elms
Contact Info: 704-543-9952/828-817-0023
Facility Operator: Ellis M. Fincher, III.
Hensons' Inc.
P.O. Box 1060
Tryon, North Carolina 28782
Phone: [phone]
The facility will accept various types of wood waste to include land clearing debris, clean
wood, stumps, brush, limbs, untreated wood and silviculture waste. Construction and
demolition (C&D) waste will not be processed on site. The wood waste materials will be
processed such that the materials are recycled and marketable products are produced.
Leaves will also be accepted for compost processing. The following sections outline the
standard operating procedures for the facility.
E&A Environmental Consultants, Inc. January 28, 2020

2.1 -EROSION CONTROL
All sedimentation and erosion control activities will be conducted in accordance with
applicable laws and regulations to include the Charlotte — Mecklenburg Land
Development Standards and 15A NCAC 4 (Sedimentation Pollution control Law). Erosion
control and sedimentation devices are inspected weekly and after rain events to ensure
compliance and functionality. Erosion control and Sedimentation devices are
maintained by using Best Management Practices (BMP).
2.2 - LEACHATE TREATMENT
The wood waste and mulch piles are constructed such that they drain and ponding of
water on site does not occur. The runoff from the site will be collected in three
sedimentation basins as shown on the attached plan. Berms, diversion ditches, stone
filter check dams and/or hay bales will be utilized to direct and filter leachate runoff
from the compost pile. Specifically, the site will not cause a discharge of materials or fill
materials into water or wetlands of the state that is in violation of Section 404 of the
Clean Water Act, nor shall the facility 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.
2.3 - SITE ACCESS AND SIGNS
Site access will be controlled through an earth / mulch berm, fence and entrance gate as
shown on the site footprint in Appendix B. Uncontrolled public access is not allowed.
An operator will be on duty at the site while the facility is open for public use. The
entrance gate will be locked when an operator is not on site to prevent illegal dumping.
The road to the site is maintained to allow all-weather access. A sign shown in Appendix
C is posted at the entrance to the facility
2.4 - DUST CONTROL
Dust at the facility can be reduced by wetting the wood piles, site roads and utilizing
spray nozzles installed on the grinder.
E&A Environmental Consultants, Inc. January 28, 2020

2.5 — FIRES
To prevent fires, dusty and dry conditions should be avoided. Operators will spray
water on piles if required. If a pile of material does catch fire, a loader or excavator will
be used to separate the unburned material from the burning material and prevent the
fire from spreading. The fire department and Mecklenburg Land Use and Environmental
Services Agency (LUESA) will be notified in case of a fire. In addition, access around the
site will be maintained to allow equipment access and prevent the fire from spreading.
2.6 — PRODUCT DISTRIBUTION
The finished product is marketed in bulk form and retail sales for landscaping projects.
A maximum storage capacity of six months' worth of material will be allowed on site.
This will allow material to be stockpiled prior to the peak marketing periods in the spring
and the fall. If greater than six months' worth of finished material is stored on site and
cannot be marketed, it will be removed from the site. The amount of compost material
received by this facility will be less than 6,000 cubic yards per quarter or 2 acres in size
as required for a Type 1 small composting facility.
2.7 — HOURS OF OPERATION
Hours of operation at the facility may extend from 7:00 AM to 6:00 PM, Monday
through Saturday. Typical hours of operation to be posted on the facility entrance gate
will be Monday through Friday, 8:00 AM to 5:00 PM.
2.8 — PROCESS FLOW DIAGRAM
Figure 1 shows the facility process flow diagram. The following sections describe the
process.
2.8.1— Processing Equipment
Equipment to be utilized on site includes portable tub grinders, front end loaders,
excavators and portable screens. Manufacturer's information sheets are included in
Appendix D.
E&A Environmental Consultants, Inc. January 28, 2020

REJECTS
WOOD
T
WASTE • --►-
RECEIVING &
i
INERT `INSPECTION
DEBRIS
M
I-,
•
INERT
DEBRIS
FILL
MATERIAL
FIGURE I
PROCESS FLOW DIAGRAM
HENSONS' PINEVILLE WOOD WARD
(Phis diagram shows T&P process only_)
MULCH
------
GRINDING
10
-____-,-___1,
.STORAG]
f f 'avers
1 ' Overs
Y1'
OPTIONAL,
OPTIONAL
SCREENING
f
SCREENING
f
Unders.
Unders
----------
TOPSOIL
ISTORAGE
4 - -----J
TO
MARKET
TO
MARKET
�► Primary Process Plow
--------- ` Optional Process Flow

The tub grinder will be a Diamond Z Model PWG 1463 or a similar type grinder. This
type of tub grinder has a processing capacity of approximately 65 tons per hour
depending on the screen size utilized. Based on six hours per day of operating time for a
tub grinder, with one grinder on site, the facility's maximum processing rate will double
to 780 tons per day
The screen will be a portable trommel Model PT 6275 or Model PT 727 as manufactured
by GDS Screens or a similar screen. This type of trommel screen has a processing
capacity of approximately 75 tons per hour depending on screen size and moisture
content of the material.
2.8.2 — Receiving and Inspection
Incoming trucks will be directed to the office area. Loads will be inspected and
unacceptable material will not be allowed on site. The type of material (wood waste)
will be determined and the truck will be directed to the appropriate unloading area.
Incoming compost material will be inspected before unloading. Once unloaded, all
waste and compost material will be inspected again. Unacceptable materials for both
operations will be loaded on the delivery truck for transportation off site.
2.8.3 — Grinding
The primary process flow will include stockpiling wood waste in the appropriate storage
area prior to grinding. Stockpiling of more material than can be ground in a 30 day
period will not be allowed. Material will be stockpiled and a portable grinder will be
brought on site to perform the grinding operations. After grinding, the material will be
stored in the mulch storage area.
2.8.4 — Screening
Optional screening may occur prior to grinding or after grinding depending on the type
of wood waste. The overs from the screening process will be ground or stored with the
mulch. Unders from the screening process will mainly be dirt and stored in the topsoil
storage area
E&A Environmental Consultants, Inc. January 28, 2020

2.8.5 — Composting
Leaves will be composted at this site. The leaf material is received and placed in
windrows prior to processing as is the wood waste material. The wood waste material
and leaf material is ground separately utilizing a Diamond Z industrial tub grinder. These
materials will again be placed in separate windrows and the temperature will be
measured using a temperature probe. After the material has obtained a temperature of
131 degrees Fahrenheit for three consecutive days, it will be turned (aerated) using a
Komatsu PC 200 excavator with a grapple or bucket. The materials will then be
marketed with directions for the product.
3.0 — GENERAL
The wood waste processed contains minimal pathogenic organisms. In any event,
general worker health and safety procedures should be followed. The following are
some general recommendations for the health and safety of workers at the facility.
3.1— PERSONAL HYGIENE
The following personal hygiene recommendations should be stressed as common
practices to all operators.
• Wash hands before eating, drinking or smoking
• Wash, disinfect and bandage ANY cut, no matter how small it is. Any break in
the skin can become a source of infection. Change bandages frequently and
wear protective clothing or equipment over the wound.
• Keep fingernails closely trimmed and clean (dirty nails can harbor pathogens).
Individuals who are highly debilitated or have severe allergies or asthma should not be
employed to work around wood processing equipment.
3.2 — PERSONAL PROTECTIVE EQUIPMENT
Personal Protective Equipment (PPE) must be evaluated as to the level of protection
necessary for particular operating conditions and then made available to facility
employees. The list below includes the PPE typically used and/or required when
working with wood processing equipment.
E&A Environmental Consultants, Inc. January 28, 2020

• Safety shoes
• Noise reduction protection should be used in areas where extended exposure to
continuous high decibel levels is expected.
• Dust filter masks
Following use, PPE's should be disposed of or adequately cleaned, dried and readied for
reuse.
3.3 — MECHANICAL EQUIPMENT HAZARD PREVENTION
The loaders, grinder and screen should be operated with care and caution. All safety
equipment such as horns and lights should be functional. Detailed safety procedures
are included with the manufacturer's literature.
3.4 — EMPLOYEE HEATH AND SAFETY
Some general safety rules are:
• Makes sure that you understand the job that has to be done. Review the
equipment O&M Manual prior to attempting repairs/changes.
• Use common sense when attempting a job. Use the safest way to get the work
done, including using the proper equipment and tools.
• Use the buddy system in case of repair or mechanical equipment (have a co-
worker stand guard).
• Keep the right attitude towards safety. Lack of awareness or a careless attitude
can lead to accidents.
• Make sure you know where the first aid kit and fire extinguishers are located.
Understand how to use the first aid kit.
3.4.1— Fire Extinguisher
Potential fire hazards at the wood waste processing facility are created from build-up of
fine dry dust particles on and around operational motors and control panels. The
presence of these build-ups can cause overheating and potential fire if periodic
equipment cleaning and maintenance are not practiced. Portable fire extinguishers
should be maintained in a state of readiness at the grinder and screen locations and on
each piece of moving equipment.
E&A Environmental Consultants, Inc. January 28, 2020

3.4.2 — Physical Exposure
Facility personnel who may come in contact with physical exposure on the job should be
kept aware of health aspects associated with the fluids, solids and airborne constituents
found at the facility. Training concerning safe work practices around these potential
exposures should be conducted. The major physical exposure at the facility is from dust.
Excessive dust can be a health hazard as a result of its irritating effect on eyes and
mucous membranes if proper PPE, such as eye protective goggles and dust filter masks,
are not worn by all personnel in the affected areas. During periods of extremely dry
weather, excessive dust can be controlled by spraying wood piles and access roads with
water. Goggles and dust masks should be worn regardless in "dusty" conditions.
3.5 — FACILITY EMERGENCY PHONE NUMBERS
Main Office: Hensons' Inc. Wood Waste Processing Facility
P.O. Box 1060
Tryon, North Carolina 28782
Phone: [phone]
Fax: [phone]
Facility: Hensons' Inc. (6015TP-Compost)
13010 Lancaster Hwy.
Pineville, NC 28134
Facility Manager: John Elms
Contact Info: 704-543-9952/828-817-0023
Facility Operator: Ellis M. Fincher, III.
Hensons' Inc.
P.O. Box 1060
Tryon, North Carolina 28782
Phone: [phone]
EMERGENCY MEDICAL / FIRE / POLICE SERVICES
911
E&A Environmental Consultants, Inc. January 28, 2020

Hensons Inc.
Administrative Overview
Elis M. finchor III
pmWent
Amer FkXh!Y -
McEnl
VICE-Preii(kM
PJYMWLdkn&m GLg Gibbs John Modho Randy Rpn Jim Runioy Benny Smith
Real Gnndnaoperaaons
T Mantanam Colxdom MongWAccoune Pay&e Qp@Mmffw M-W 0pE��entwis Mwnayer

He-nsons. Inc.
Organizational Overview
Hensons' Inc.
Wood Waste
Recyclkng &
Property
Management
Hensons' Mulch Hensons' Mulch Hensons' Mulch Hensons' Mulch
Hensons' Mulch &More Hensons' Mulch Hensons' Mulch &More &Mare & More& More 'Tryon, &, More Pineville, & More Greer,
Asheville, NC SimpWnwille, SC 5partanhurg, SC Spartanburg, SC
NC Yard Yard NC Yard SC Yard Yard Hwy 176 Yard Blackstock Yard

Corporate pfeers &
Administrative
(Office management, accounting. payrol I,
estimating,job q uotes, collections etc,)
Field Operati-QELsf5-ia d
(Grinding,yard, shop and property
management operations)
Sales& Marketing
(Advertising customer relations,sales,
sch edu I i ng, di spatch. product
management}
En-PineeringfTechnology
{Computer & technology support. yard
planning, compliance, reporting,
permitting. civil and mech. design)

Appendix A
Zoning Letter
E&A Environmental Consultants, Inc. January 28, 2020

MECKLENBURG COUNTY
_ Engineering & Building Standards Department
April 29, 1998
Hensons' Inc.
Ellis M. Fincher, Vice President
P.O. Box 1060
Tryon, NC 28782
Dear Mr. Fincher:
The parcel of land located at 13011 Lancaster Highway
and further identified as tax parcel number 22L-111-20
is zoned GI .(General Tndustrial
Permitted uses include a wood recycling processing facility and other
uses referenced in Section 6-1 of the Town of Pineville Zoning
Ordinance.
To the best cf my. knowledge there are no current zoning violations
at the subject property.
If this office can be of any further assistance, please contact us. [phone].
Sincerely,
Zoning Ins0ector
Form B-150 NS (2/98)
1111.1
PEOPLE • PRIDE • PROGRESS
700 North Tryon Street • Charlotte. North Carolina 28202 . (704)11r,-7R11 . Taw rynd)'111 ..IQAA
E&A Environmental Consultants, Inc. January 28, 2020

130/22i1955 22:1,4 7�t-5a=-l�J^_3 PLPt" PA13E 6_
MECKLENBURG COUNTY
Engineering & Building Standards Department
May 6, 1998
W. P. Mohle
1950 Antler Drive
Catawba, SC 29704
Dear Mr Mohle:
Mecklenburg County and the City of Charlotte have implemented a computer enhanced 911
E.we. sn tcy -Stem. This System relies on tht use of street address--4 to aispau:h emergency
vehicles, i_e. fire, police, ambulance, etc, To be a part of this system and utilize the services it
P—m ides, it is vltal that you di'splay your Correct sireer address.
The Yietkicri`o'rug County Engineering and Building Standards Department is responsible fcr
administering the Street Address Ordinance (Copy enclosed), We have reviewed the addresses on
the street where your property is located and have made the following changes that are necessary to
reflect your correct street address:
Property Identification: 13011 Lancaster Hy
New Address 13010 Lancaster Hy (We apologize for error on our part and incortveni-
Tax Parcel: 221-1 11-'_0 ence it may cause vou.)
The Street Address Ordinance requires that the assigned street address be displayed within 30 days
or receipt of dtis notice. This address has been given to the Tax, Dire, Police, and Medic
Departments. Please notify your local post office, the telephone, and appropriate utility
companies. If you have leased the property, please give the tenant the new address.
i
Tf there are questions concerning the newly assigned address, contact this o$ce at 336-6175. Thank
you for your cooperation.
Sincerely,
�[T7lcXG /J-Cat�h��4,� •-
Rhonda Buckner
GIS Address Coordinator
Ezic
PEOPLE • PRIDE • PROGRESS
700 North Tryon Street • Charlotte, North Carolina 28202 - [phone] i Fax [phone]
E&A Environmental Consultants, Inc. January 28, 2020

Appendix B
Site Plan
E&A Environmental Consultants, Inc. January 28, 2020

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l 1 13N SET A6
_fir _�.T.-V+ __��Shcs'/.`•
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Tryon, RC
8$&859-5636
x�✓ULLM AREA
MANUFAMRING AREA
STORAGE AREA
ze• x �sn
SERRaRJT Ef1151N
WI RR RAP WEIR
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MANUFACTURING AREA
A
STORAGE AREA
20'x 66•
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W RIP RAP WEIR
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7
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SERIME.TAX— {
PINEVILLE YARD
SCALEI" � 100'.
10o s0 0 100 .200
Date: 01128120
E&A Environmental Consultants, Inc. January 28, 2020

Mulch & More - Pineville, N
Hensons' Inc. Mulch & More Pineville Retail Yard
(A permitted wood waste disposal facility.)
Permit#60-15 TP
13010 Lancaster Hwy.
Pineville, NC 28134
Phone. [phone]
Fax: [phone]
Hours: M-F 7:00am-4:45 pm, Sat 8:00am -12:45
pm
(Sato relay hours are seasonal)
[e-mail]
Established: 1998
r fill z AM
13010 Lancaster Hwy f
13010 Lancaster Hwy, Pineville. NC Directions
28134
s
.� view larger reap
p �
C
n�
V
5
Hens; ,' Inc.:
C . MULCH&Mt][�a
A d fear i X
I
Synagrc Technologies
9
r 13010 Lancaster
Highway
Hen5ons' Inc
Mulch & More
M1111pine Creek
Go gle
Map data rZO20 Tens 0f Uje Rppri a map error
E&A Environmental Consultants, Inc. January 28, 2020

Appendix C
Site Sign
E&A Environmental Consultants, Inc. January 28, 2020

• OWNER/OPERATOR: Hensons' Inc.
• PERMIT NO. 60-15-TP
• MATERIALS ACCEPTABLE:
Yard Waste
Land Clearing Debris
Inert Construction Debris
Clean/Untreated and Unpainted Wood Waste
Silviculture Waste
Others - See Operator
• EMERGENCY PHONE NUMBER:
Operator:(' 828 ) 859-5836
Emergency: 911
• HOURS OF OPERATION:
Monday - Friday 8:00 AM - 5:00 PM
E&A Environmental Consultants, Inc. January 28, 2020

Appendix D
Manufacturer's Information Sheets
E&A Environmental Consultants, Inc. January 28, 2020

CALDWELL, ID14HO USA [phone]
'the 1463B is the standard by which all tub grinders are measured. No other grinder can match its
power (up to 1,200 horsepower), production, or its versatility, It grinds wood waste, green waste,
and even tires at unparalleled rates. Since the first one produced in 1988, the 1463B has continued
to out -perform the competition, resulting in the industry's highest resale value.
Please visit our website for More information. www.DiamondZ.com

❑ ZT14638
MRSEP❑WER:
1050 TO 1200
TRRNSMISSl❑N:
FLUID COUPLING DRIVE
LENGTH:
4E'
WIDTH:
HEIGHT:
14'
WEIGHT:
9Ei,❑❑❑ LES
SCREEN RRER;
6,795 S❑IN
PRODUCTION RATES: 120 tph or 800 yph
STANDARD FEATURES: Radio remote control, choice screens, engine cover, fluid coupling miff drive
Weights vary depending on options. Diamond 2 reserves the right to improve our products and make changes without notice. Actual
products may vary.

F i
�!i�rm��t�l Z
CALDWELL, MAHO USA [phone]
Being the most versatile grinder in the market,
the 1460E makes short work of C&D material,
railroad ties, green waste, stumps, passenger
tires, and many other materials.
0
i
The compact, mobile 1352B with powerful
engine options ranging from 650 hp to 860 hp,
aggressively process up to 85 tons ground
material per hour. r`r�
13 n�
Please visit our website for snore information. www.DiamondZ.com

,�i�i11■
M
❑ZT14F3❑B
TF
❑ZT1352B
H❑R5EP❑WER:
13so
H75
TRRNSMISSI❑N:
FLUID ECUPLING ❑RIVE
FLUID COUPLING ❑RIVE
LENGTH:
336"
3FTB„
WIC]TH:
ll'll"
11'll"
HEIGHT:
LUEIGHT:
63,0130 LBS
55.❑❑❑ LSS
SCREEN RRER. 3.960 SGIN I 3,1415 SGIN
PRODUCTION RATES: DZT1460B. up to 95 tph or 665 yph; DZT1352B up to 85 tph or 595 yph
STANDARD FEATURES: Radio remote control, tool box, choice screens, engine cover, fluid coupling mill drive, all track mounted machines
come with 24" (640mm) wide pads (20" and 32" available on most models).
Weights vary depending on options. Widths based on 500 mm tracks or Transporter width. Diamond Z reserves the aright to improve our
products and make changes without notice. Actual products may vary.

0
CA�_6WELL, 1[3AHO USA [phone]
N6—/ %Wr
The DZT8000's short, compact and durable design maximizes mobility and stability. Its
heaver -built frame design and aggressive 61-inch hammermill allow for increased production
capacities of up to 105 tons per hour. The 8000 model combines Diamond Z's user-friendly
engineering philosophies with innovative features that improve on -site mobility and enhanced
overall appearance.
Please visit our website for More information. www.DiameadZ.com

8❑❑❑ SERIES SPECS
5 '
k r
r r JErm .. - -
❑ZTBOOO
DZTBOOOTKT
HORSEPOWER:
HMO
1050
TRgN5M155I0N:
FLUI❑ COUPLING ❑RIVE
FL UIO COUPLING ❑RIVE
LENGTH:
4111"
45'e"
WI❑TH:
11'S"
11'11"
HEIGHT:
19,81
14'LF,
WEIGHT:
77,000 LEIS
95,❑❑❑ LEIS
SCREEN FIRER: 7.BOO S❑IN' 4,900 S❑IN
PRODUCTION RATES: DZT8000: up to 105 tint or 735 yph; DZT8000TKT up to 105 tph or 735 yph
STANDARD FEATURES: Radio remote control, tool box, choice screens, engine cover, fluid coupling mill drive, all track mounted machines
come with 24" (600mm) wide pads (20" and 32" available on most models).
Weights vary depending on options. Widths based on 500 mm tracks or Transporter width. Diamond Z reserves the right to improve our
products and make changes without notice. Actual products may vary.

KOMAfSU (9)
PC200-w
PC200L<
w
RC
E&A Environmental Consultants, Inc. January 28, 2020

HYDRAULIC EXOWATOR P 00 LC-8mo
spEcrFrcarronrs
InE14C.114C. ® =1KQ $F5TEN
Model . . . . . . . ............
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Type ........... .........
WiltaM1c;&Ed. 4-cycle, direct injEctian
Aspiration ................
. ..... . . Turw&arged, aftencc�
Nun Lroftiylindws
.....................................6
Sore ............................................
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Slmke................................----------
124 mm
Pistm diqDWmnmM
.................... .----------- jr,s9L
Horselocner
GAEJ1B95--------..
.................Gna5s1101iW 147HP
ISD 92+48 f SA€ JM9+9............. . . . ...Nk 103 kW 13o HP
Reed rpm ...............
..,,.... ....... 20DD mirk'
Fan drim molrod kr rATwwCtDDkQ .. ........ hilechwkal
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.......... . ....+e'd caraid, electronic
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HYDRAULICS
Type.. HydreuMind [Hydraulic Mesharcal linWlgence Mm Design)
system, closed -center system wkh kwd sensing wakes end
pretl weovr9wwabedvaires
Number of selectable wo kirg madft .................. .-.. -a
Main pump:
Type --------------------- Van"CAf arisbmtype
Pumps for- - - .. - - - PJtmti aTl1L budwL sw l g. aid mud aiails
IA"rrrjmfkrw................................. AmUrrn
Suppby for exmd cicui ... .. ............ Silf.r61uoix0 ►a&e
"Okauk motors-
UNA - -- - - - - -- - - - - --2 x axial plat ri rrr7eCrwiM parking brace
S%rirq - - - - - - - . i x aAW pi". wiVb woo rq holding brace
ROW Valve seluig
I rp*rwd chubs - - ---- - - - --------- - - 37.3 WD 39D kVcrri'
Twolei(*A------------------------- 37.3MP238DkiycffP
qwigCko-it------------------------- 2a . 6 M14 L% klyww
p11Gt.D�mrt--------------------- ..,,,,.32MP&33kgtrrn,
I-lyd'aulic cylinders:
lhlumbor of 4irx era - More x igmke x Md tliatrtalarl
6aam---------------------- 2-120imx1SSd mmx8smn
Arri,,..--..----------------1-1Wrmxid90mmx96mm
Bucket for 2.93 m arm .. _.....1-11 S MM A i t 2O min x 90 min
for 2At m errn- - - - - - - - -1-11 s Ilrn x 11.20 min x Et9 min
for 1 ,B4 m aia - - - - - - - -1-i25 inn x 110 mm x 85 min
2 11 DFdV1+S AND BFULKES
5toerng cored- - -- - - ---- - - ---- - - - - -- - Two brats wah pKilds
Drew mwnd---------------------------
-- — . *d rcewpk
Mwerwndrawbarpul-------------------
-1715kH1E20D4
Credo atilgy ..---------------------
I-- ....... 70961 wo
Marruh Vwal speeds High
... .. ...................SrS Wh
qa*-Sh" Mid .......................
. .a.1 Wh
#4�10Sh" Low ................
... .310 +h
kck
Pa" brime - -- - - --- - - --
- - - - - - - - - - - - hi94her w Ckc brake
064 meshed- r ---------------------- - --
--- Fyd�ostais
51ti;npnauctirfi------------------
-----Y
Shk t�C Albricr--------------------•---+'�"�a'rt-C��lad
SdrviNIraloa-------------------------------ta7dr# ck1 S
loi "kwk--------------- Mlactrm"cli ebra"
tnew ----------------------------------ita Pen`
140
11NDERiCi11#' ULGE
CernerirgrQ...........................----......kl7ntf
TrackfTwr......... --------------------------
&utt•SKtk n
Beal oltweck........ .......-------------------
`J:9aladtt'iCk
Tracksdjusaw........... ........------------..-.H�diufrC
Number of Shon MKh ):
PC20Q-5 D ------------------------------- ......... 45
PC244LC•SW........ .....------------------- L......da
Number of cum retie+s-.... -------------------- 20whaiida
Number of track M M'a Pch vide)
PC200-SWL............ -----------------------------7
P421t9Lr-&W-........... -------------------------...Y
GOOLAW AND LUBRICANT CAPACfTY
psra4urrdy
Faeftank..........................................400 L
{-0Olalil................. , , ...... ...........20.4 L
Engine ------ —L.......... I ..„.................23.1 L
Final drioe (Each Si.................................3.6 L
Dining dF.ae.........................................6.s L
HyCkaulicCemk.......................•------------..135 L
OPmRATING NAAta64T tAwPftoram,vEt
0W=rg Wei�g!!A rKMWp $700 mm Pm boar% 2B25 mm
errs. SAE J 296 heaped 0 4ti0 err` DaC3 *a bsucke>4 named aapadty of
lubricant, onokaMfare%ill a"k ci w mrK, and stedt'iatd e[jmWr-1
K-M M
PD20mirlm
op —my
kind
OWaurg
G,rciri
F,sfaw*
WPW
IiOUmrn
u
1_gC9kg
draikh
OAF kW
���
4S1kP-
a44kyar
700 min
20200 kg
0.41 '
21180 k9
1137.2
9 kgrcrr
fla-0 min
2059 k9
9 36 kyw
pi40Q eg
a M kgrcn'
E&A Environmental Consultants, Inc. January 28, 2020

MACHSIONS
AM LMO
lw mm
U10 0%
?M MM
1L DwJ bro
IM mn
9195 mm
11 mm
1G P4:IW BMD
6M mn
665 mm
5F90mm
5m mm
4011mm
WM mm
DMA hpft 00 tap d dam¢
299E mm
3190 mm
"On mm
MD-1-MG
PC240LS-PO
p
OYWAWI i
2"!CcM-
3194mm
e;
4�eShc [TakPalenpi
3C40 Mr
34t4mm
r
Gm rpd dWnrgwc*o--j'r.
G
6.ddvtlhYgFN*+ri
ii mm
ltR�
H
-1d rvfPA
2750 Y
�59�
I
--xk w
321SY
3MR-
a
--z* knqO
40170 Y
;iwTpn
R
Tom#
220O Y
FBB: mm
L
WW9,pr.
M
3DBJmm
5�wf4h I
6OOTvn
i'JDmm
w
4x
26 inn
n mm
4
Mahm a&
2-04tinn
2995 mm
F
Mahm 9111 tt-m
2714 nm
7P10 mtn
4
Dwwa . OhwePFMand
2714mm
2710mtn
FORKING pANGE
Arm Lerpo
cw
zmY
msl
A
41a. BM04
i6LC _m
IPMi
10n rr
0
wp.effl Ovbpog
gm
711g m-
e
iwt
6M t
t m-
D
Mx M W9
66M mm
SA 30 mn
M nr..
E
alsvt:x7++0a.m7wd
S33DMM
5790mn
EPOM-.
F
M.. hw:h
d950 mm
5380 mm
9BT5 mm
p
M.. &WV MO*
d000 mm
911A mm
gm mn
■I gatd 1kd
N
Mn.w'' t�dwa
3G70mm
n mm
9LbQmn
Brktedg"WN
12kN
13SM
136k15
=.c
al aanef C,
16000 kg
141CO kg
111 D] hi
g--
kmav*dkrM
119kN
121.k4
101k11
It Pwrt• rml,
14290kg
1 H.:: , a
1 O3GO kq
3LrkMdggAgb=
177kN
1:,'1
1+9kM
- �
at Pa u rr4 t.
ladn 6g
152UO ky
Arm avadkn4
14SkM
i't4
MOM
atpmer- .
I 1"WH*
I ISi"kg
91000ky
E&A Environmental Consultants, Inc. January 28, 2020

HYDRAULIC EXCAVATOR P 0 0 IL-amo
MLIMN CAPACITY WITH LIFrU4G MODE
k P44ch kwnaWhg
�: I�11C147L hDG�E h1
{` L�unp CIR'u%rY
C1; AwwQ am iron:
Cs: " over Salo
0: i abn Al nwim-im reach
5700 MM 4*� Pax* bwn
4.6 rrp SM J M hmped d k&A
Shoe wk M:
-BOG-BMO SM mmtV&
grouser
PCOM- MP pm rW mm 3.dcrt 0.9 m' SSE J 2M ham. J Shea 5M as V*
9
S
75�
5Aph
i
{*
GF
Cf
NM5KMp0
Ca
C1
b
p
Gr
!f
r
75-
'y1g4
'S140
'MM
'S9h1 kq
IWO
'+140
t'r4G
7440
-
`rMk5 kq
45M
AW
1�R7..4�1'4
'M84
asokq
•1UMkg
'3M
9A-
7"
+#.�Ok4
fig='
M
2654MM
ISM
FW
5bkg
79Okg
M50kg
H+6404
n+<cnkg
`Mk9
4
3PN
7Wb0
3700
230p
HMk
elm
Mkq
-LOB
ak4p
1795
5F00
H?64k
E3s8
Sd60
*96CC
*SAC'
-310m
5fwkg
dM kg
I
I 5359ho
I 1]d4 k4
E6rfrr kp
S?M kg
'130CC-q
I 1M".q
PC wllp Am A10 mm mat O.0 m' SSE J 2K timed 5ft pO} ms
pla prWw
7.5 a
LDe
itK4OM
G
Cf
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of
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fil
7.5 iw
'#5W kC
AM kp
rill m
925p
3W k
CLW
+OWI k
d 5 •r
364p k0
kg
269akg
5450 Fg
799Uk5
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t4 .g
Hm
NKk0
1 4eg
25M kg
%M kg
XNk4
'atiSL' :g
SM kg
1.5m
230
MW
2550
5d-50
1p"
SSG'
S&LCO-
34"
}740k9
nMkg
5754�
W
# k9
53fiCq 7MIq
'T990 kq
tri!!
#750
1650 2254
5m
m
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SM 19M
'9344
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1
711pk1
5750
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14100
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&
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r,
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14950 k4
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5.9m
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OW kg
'3100kg
2600kg
'i250
+140Mg
5.5m
-UK
1
4003kg
26SOkg
4959kg
3WOkg
--LouL9
'4EMkg
3.0m
'MW
7p48 kj
AM9
24SDkg
M54k
MO kg
'I M Lq
S 0 kg
-116C0 kg
imu
1.5m
26wW
1gp8k4
'Y00kg
2300kg
5494kg
3 44kp
A100kg
5330kg
%Mkg
'6800 kg
Om
min
IDN14
3&00kg
22DDkg
5190k
i7nnka
310dY
4%fl kq
'5150 kg
'5159
-1.5m
HHpO
Mmin
M0k
2150 kq
M90 6g
191
dlddk
i350
'fie}
'43C17
'Seo
'SEW
-0 9 m
k9
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�050 k,
J I :0 4
M kg
iWa kg
'r4M kg
9&54
'4104
Rd8 kg
-4.5-
5740 kq
1 i56d kd
1 A'M
5106 kq
1 `1797A ki
I fWW
'1nudis'r Wbw%*a&L*W'rnd—renW0}=.icyI.modmSFFJIM. ROW 10W%%nxeeeM!Q%d*kwkIkGMFK4p QT5%uf4ppr %"
E&A Environmental Consultants, Inc. January 28, 2020

" LIFT'tNC- CAPACITY WITH LIFTING h7DDC
A: PAwh fmra swing D rber
9; Bucket hook Wght
0 LifOng capacky
Cf: Radrq over !mma
Ca; Pw'q war size
q$; RlDr9 in mmdrnLm rew3
Li
• 5704 mm 4r4Peo$ �Qw
• ti.a rw SM J M Noped Ixrfcet
• Shw W4%:
-pUOOLO4w 7OO — UW-:
9UUw
F OMLC4M km r AU mn 9LdjEtCLS E3W J 2% Fed 'rye r 00 ars rok
J4
aim 7J5.
GO r
4.5 m
SA rn
to m
i!
G
� C!
d
�
Oi
cc
Cf
W
7.5—
'S'44
S10d
--va
'ga
6t}�
-RwEi
a1SDrg
IWW
- •g
'Smig
diltw
W"M
ylb'54 4758 kg
2900 kq
46000ka
W
'I330w
7HU kq
'IM kg
'19350
a0m
457k9
M5kg UOkg
29Nkg
E900ka
4M61
•9100:g
WOtg
1&
I ,�kq
}4 ifiWkg
2T69kg
6190k
4QpYg
90�00:g
6100kg
4ww
[gS}
M04
6559k
3W6
10FA11 kq
-itiww
5<S}kg
3?SSkq
6599kq
J000Yg
•18d00kg
59tq
•96fa}41
'95?0
UN
Z,.w kq
6✓f59 kg
No
'4FS0 kq
6100
`t3W0
12254
P km %tab mm &ckx 4.9 m' SAE J M Fmped S wrt r00 rat"*
ffMRff
'16"
kMX
TEE
U■
LEM
UMIJI■
1«
CI CF
Cf
Ca
CF
Cr
of
Ca
Cr
Caw
Ci
7.$ Y
•�500 I&N k
Los
Y250 JSNk
'nwio
4 #
4.0r
'{300ko 2950kg
4wN
3C. ' _
'i�SO�
#0pr0
MUM
k9
U0
42-A 2w
4�
2S-
'FAN
�
62i9 kq
t.e.
++00kq 468rg
UON
:s- _
WN
aG0oba
-1t�ssary
L-A g
0.
QN 14 2waa
"ON
Yg
A ig
59tA kg
^ x9 kg
'f914
-1.F.
4106 :756ko
4i56
2;,
6599
Mkg
lasso
J999 Kg
'93W kq
'93
979Ck:
FdoNg VAOL§
5550
9604
•1M30.9
6MKg
'149kkg
'2h0
'11wq W
•9]00 kq
6r0
`116Sr1
'1i660
KWMr- xF} " ?M mn mmkft 0.9 M1 SAE J 296 Wiped 5hw to) mn q*
FDLV.
9brAx
7.6m
{.4m
:=_m
3.0m
1is
9
U
C.
ti
ra
q
G
Cf
N
CF
to
Do
C+
7.§m
'Fmkq
pWk
'dG59k
'"Ok
5.4 -
'g 5C kg
21501il
•2100 kg
3959 kg
'tM kq
'&M k4
4.5-
*Vwkt
21.60
4600 ky
2000kg
MS59
WQ
',6W kq
U)M
TM W
2250kg
4090kg
2850kg
'540akq
+h7flkq
1Mkq
GM4
•11946kq
'gifpq
1.5.-
'7290kq
t g
46-0Okg
?FAkg
5RGSq
]4 4
rq
cmin4
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151190 kq
0-
7700
2XO kq
45H ky
21MM
55W-Lq
14658L9
-1.5 m
e15A k4
?a 60 tg
44i0 Yg
2559 Ng
{b750tir,
1 "34
1UN kg
S1 S0 rg
193MLY
11M
1150 ka
•6116014
-Igm
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25100
61501Q
}fbd kg
'104N
SAd9 kq
-IUWLg
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10PO4 61•g7A?
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www.kortlattuAam Pfinwa in Thailand 201712
KOMA*U(P
ZESSP20BM4EP-01 NLVN riD1$ gad apeGWoabom we mA*g l is GFwWW wrtt+put notice_
swoAdipwia a t-admwxwk of K w mtruU Ltd..lsrpan_
E&A Environmental Consultants, Inc. January 28, 2020

Chi'
Engine
Engine MWW
Cmm*llae 31268 with ATAAG
Flywheel Pourer
119 kw
ISO bp
Max. FNw6mlPuww
131 M
in by
Weighis
Operating WeigN
13452 kq
2W7lb
B u ekets
8ucketCapack! es
-"me
3."JDyd'

Engine
Engine Model
Catarpigar3126113
with ATAAC
Flywheel Power
119 kW 160 hp
Max Fhwheei Power
134 kW 180 hp
PeaUorqueINetl6iA rpm
B39Nm 619ft-lb
TMITarque Rise
62
Rare
1110 mm 4.3 in
Stroke
127 mm 5 in
Displacement
7.2 L 4,39 in'
F Flywheel power rating at 2r200
rpm, Maximum ily+whael
power rating at 1,840 rpm.
• Caterpillar 3126E engine moats EPA Tier 2 off -highway
emissions regulauuns-
* Ne derating required up tv 3115O m 118Ap8 hi akaude.
IM hp
160 bp
L
■■■■■■1
■■■■■1
NIrMIMINIMI1
.
■■■
1
1
■■■
■■■IMEM
■■■i■■f
MI■1MOO■l
,
■
MIJAMI�
,
MrAIMMINNI
NIMI■■■■1
,
FAA■■MI■■1
.
.■MINI■■'
-,
■■■■■■1,
■■NI■■■I
-,
■■■MINE'
.,
rmn i2m '4Do .1=o iaoo moo 220
Engine Speed Srpm1
us N-n
IM kW
msxir tin
Weights
Operating Weight 13 452 kg 29.65711)
Buckets
8utkatCapacities 2.3-_0rr 3.0-4.0
Max 7Lrr tic ket Capacity 3m 4
Operating Specifications
Static Tipping Load. Full Turn 9470 kg 20,476 lb
Breakout Force 109.4 kN 24,%4 lb
- Oparating specifications based Dn 2-8 eU-65 yd'l GP bucket
and standard 24,5-R25 tires.
Transmission
Forward 1 76 kph 4.7 mph
FnFwarrl2 13.4koh 8.3 Mph
Furward4 3&&kph
24.1mph
Reverse 1 7.6 kph
4,7 mph
Revers@ 2 13.4kph
8.3 mph
Reverse 3 233kph
14.5 mph
• ftdmumtr8vel spaedswirh empty huckeland 205-fM tiros.
Hydraulic System
Bucket/Work Tool SvvWrn —
163 Umin 43 gall/Min
Pump Output
Bucketl4^lork Tool "rn -
24 WO kPa 3,597 ps.i
Ralief Valve Setting
Hydraulic Cycle ame - Raise
6 Seconds
RydrauficCycle Tmt- Ournp
1ASeconds
HydrauficCycleTwo- Lower,
28Socands
Em ptyr Float Dutm
Hydraukc Cycle Tree - Total
10.2 Seconds
Pika System -Pump Oftul
102 Ijmiri 26-9 gaUmi n
* BuckerfYllorklool $ystemr VanwType Pump - Output at
Z200 tpm and 7000 kPa IIA15 Psi)-
* Pilot System Piston Pump - Output at 2,200 rpm and 7000 kRa
I1,0151 psi.
9UG Series II Wheel Loader spccific ions 14
M
E&A Environmental Consultants, Inc. January 28, 2020

Dinnensians
All dlrrreasiota are appraxr`frare.
1 Heightto tap of ROPS
33010min
10'14'
2 Heighttatap of axhaust pipe
3227mm
10'7-
3 Height to tap of hood
2359 mm
71
4 Ground Clearancef
Standard &o20_rrR25IL-4
Saa Cho rt below for other 6FUS
369rnm
14,
5 lift aum clearance Q rnmimurn lift
3M mm
11'3'
6 Bucket Pin height @maximum lift
3M nwn
121
Bucket Pin height, D*nal high JA
4266 mm
14'0'
7 Overall height- huckgt raised
5254 rrtm
17T
Tires
8 Ge nter Una of rear axle to edge
of counterweight 11357 mrn 51"
9 Wheelbaso 30Q0mut 9'11'
10 H eight to conter lino of axle
666 mm 2'3`
11 Center We of foar axle to hitch
1510mm 4'11-
12 Rack back Qmaxitntrm lift
65°
13 DUO)a attpla 0 maxintrm lift
4V
14 Rack back 0 carry
W
15 flackbackOgmund
W
16 Qump sloe ran ce 0 maximm lift
and 4Y duMP
2771 rnm ST
Troad width far all tires is M mrn (641
Mlidlkayertires
IIYIi :flfi7Q5
cbmew nr
tertical
diansim
Rill i ckm
C4grin
We maw
4 IG
cbmwin
Vb6ctippilo!
kw —staid
41b
24.5-25.[ -3
Bridgastano
2$%
102
-9
--0.4
;M
+461
WA NfA
SW66 •3)
Michelin
2%9
101
-M
3.1
+0
+95
0 0
20.5-2& IL-21
Goodyear
2607
103
+24
4-M
-0
-132
-44 -97
20.5-25(L-31
Goodyear
2M
102
-22
-0.9
-a
-190
464 +141
20.5-Ra51L-21
Michelin XTLA
2601
102
0
0
0
0
0 0
3-R31L-3}
Michelin XHA
2594
102
+6
4.2
-170
-375
+129 +284
20.5-R3IL-3)
G0Ddpeall' GP2I3
2595
102
+10
4.4
+127
+250
+98 +216
N01'Ik
Tire 4plioriB include ti rss and rims_
In certain opplicatione isuch as Iaad-andcerry world the IOider9 productive Capabilities might FXOH9d Shp tiM: tonnes-kmOl Non-Flrphl
apibilikln. Caterpillar recommends consulting a tie@ tapplierta evaluate all conditions before wimie0 a 6m made-
9386 Series II Wheel Loader Txjfications 17
E&A Environmental Consultants, Inc. January 28, 2020

Operation Specifications
Rated capaAy
m"
Stniek capacity
m"
3d,
WidFh
mm
Rraa
rjympctcarawcELL fu1Llift
MM
And 45' disehwTe
Aran
Rcxh at full lift
MM
WW W dischame
Ma
RCACh wiih lift arms
mra
hnfizmal and hucliet level
Mn
1)iUing depth
cirri
iai
()wfol Length
rnm
in
()vcrjll height with bucket
rnm
aL futt raisc
Ruin
i,uudC* Clearance circle vrilh
mFn
IiaCk0 in caFry pcaitioo
Ma
5tiitic tippiog k", stmigh4'
kg,
b
5WSic rippieg lord-
k9
anicduo % full 40= turn'
]b
1ltrjl4ou1 f3F9c
kN'
11,
Fri wigs'
kg
b
18
Gonelal Purpose Buckets
Teeth
Teeth
Teeth
Roll -an
and
Roll -an
and
Solt -an
and
edges
segments
Teeth
iidgra
wpltiants
Teat
edge$
599nents
TQQth
3,01
;,11
'_,75
Mr
IV
3A1
3M
3.66
3.53
1,97
LY7
1.87
2.1
2.1
2-0
2-41
2.43
294
2.59
2M
2.45
2.75
2175
2.62
3-15
3.15
2.67
7M
"3T77
2777
27M
277i
?777
2706
2M
2777
97
9'1'
9rl'
8111`
9'1'
91'
Sill
9'1"
171,
2786
2796
2949
2M
?743
2771
2h64
2664
76,
9rr
92'
94'
9a'
910'
91'
619"
S'9
994
1089
1089
1010
1114
1114
106E
1170
1170
313,
37'
37
3'4'
316'
}%"
3'6'
3-10"
3-10"
2180
2327
2327
2230
2377
3377
2331}
2.447
2447
72,
72"
79"
74'
710"
7110'
7-8,
Sw
8'4"
50
50
25
50
50
25
s4
50
23
IN
1.9'
0.9"
LK
t,9'
0,9"
1-9'
l-9'
0.9'
718L
7339
7339
7231
7389
7389
7331
7489
7499
282.7"
258.9"
'358-9"
294-8"
2911,9"
?90,9'
2U-F
294-8"
294 S-
.140
5140
5L40
5188
5185
$199
5294
5294
5294
10Ln'
L610"
16't0"
L70"
17V
Mr
1T4'
IT•4"
174'
11932
1208d
12694
11939
121%
12109
12008
12160
12160
03'
-M.
3W
39'3-
31T
NT
39'5'
39'11'
3911'
10 883
10 753
10 782
10 809
10679
1 D $94
10 657
10527
10727
23S9P
23,7(16
23-770
23-81-9
23 S43
23.M
�3,494
23,308
23AU
96113
45S?
9591
9613
9480
9678
947111
9340
9530
21.347
?1,059
21,144
21,193
20,906
20. 6
20,877
20.591
21010
125.9
124-9
134-4
1199
119.0
128,2
109.4
10S.6
L 16-3
2&3W
29.079
30.214
26,955
26,752
26,821
24-44
MAN
26J45
13 MS
13 456
13 363
13 331
13489
I3 396
B 452
13 560
13 467
29.437
39A5
29,460
29,500
29.73.9
?9333
29.636
29,594
29A89
Pi nOn Bucket Sol action G wde
um IM ]rw M
=MMPM=7=M==
2w ma MD 3DV 3w 3M Ira hh*
Malarial Oelnitr
y,. �eWe Fill f�e,r
444� lift 5e11
SM6 Series II Wheel Loader spedficatiorls
E&A Environmental Consultants, Inc. January 28, 2020

MN*dalHandling Buckets
Rofuse
B uckal
To eth
Te Rh
T491h
Teeth
Beh-0n
and
Ball -on
and
Belt -on
an0
Bolt -en
and
adgas
sepows
Tep*
vdV4a
aognlents
Tooh
edges
sugmOts
T"th
edges
seg11em
Teeth
T"th
3.0
3-4
2.9
2.3
2.3
2.1
2.5
7.
2_3
3
28
2.7
4.2
3.92
3.92
IN
3.00
3.M
2.75
3.27
127
3.00
3.66
3-66
IS
3r19
2.66
2.66
2.55
t."
1.99
119
2-13
111
2.03
142
242
2.33
173
3.49
3.48
3.34
2.59
2-59
2_47
2-79
? 79
2,66
3.17
3-17
3M
4A9
1692
2692
2692
2706
2777
2777
27M
2777
2777
2706
TR7
2777
2736
810"
8'10'
810"
Vit,
91"
71'
Fl.I-
71'
Vol
911,
911"
9W
9G"
7702
2604
2604
2827
3713
2713
2791
2678
2679
2721
2607
2607
2501
&10'
87'
87'
93'
rII'
Irll'
42'
8SI"
W
VII'
87"
8'7'
82"
1091
1209
128
M*
98U
9M
922
1616
1016
992
1086
3086
1133
3'T
41Y
4V
?'11'
X7
YY
3W
N'
34*
313"
37
3-7'
39"
2M7
2539
2539
2180
2327
2327
2231E
2377
2377
2330
2477
2477
2385
710'
84-
8'4"
712*
n.
73'
T4"
7-30,
710'
TO'
BY
81-1
816"
111
111
66
50
50
25
50
50
25
50
50
25
106
4.i'
4 3"
3.3"
IX
1.9'
0.9'
1-7
1,9"
0.9"
LT
1.9'
Q4'
4.1'
7437
7590
790
7381
7334
7339
7231
7389
73899
7331
7489
7439
7531
'_92-7"
298-5'
298.8"
23 7'
ZU.9'
299.9'
284.6"
291T
2MV
198 6'
294,8'
294Z'
300.a'
5154
5194
5194
5129
5129
5129
5176
5176
5176
5272
5272
5273
5541
1710"
177
1T0"
16-10'
WIT
Is14'
171cr
177
170'
IT#'
17T
174'
1872'
12076
12156
12156
11932
12OU
12094
11959
12109
12109
12009
12160
12160
122116
397"
39'11'
3WIF
392"
39"8'
39'8'
39'3'
39W
3"'
34'5'
3991'
34-II"
40-I'
10615
10429
10635
10944
10717
101917
10757
10629
101427
IQS86
10456
10653
9086
23.4011
22 991
23_446
23.906
U626
P4,057
23,715
23-432
21869
23.S 1R
23JD51
23AW
-V.031
94%
9361
94M
9651
95N
9714
9569
9441
4;'M
9308
9279
9464
8004
3DA33
20,a16
20-8.51
21.276
A946
21,415
21-096
W-613
21=8
20.741
30,454
210.864
17645
105.0
1032
110.5
126.0
125A
1352
119.9
119.1
12&3
109.3
108.7
116.4
54-9
23AO5
23,230
24,941
2026
26.101
30394
26.955
26,775
28,843
24,617
24,437
26.168
19.086
33325
13 435
13 342
13 336
13444
13 351
13 370
13 478
13 As
13 437
13 545
13 452
14 113
24.376
29,619
29,414
39,400
29,639
24,533
29,475
29,713
29M8
29,623
24,861
29.656
31.113
9MG Series II Wheel Loader spooifications 19
E&A Environmental Consultants, Inc. January 28, 2020

Operation Specification
Rated capacity 111'
$truck capacity
m'
yd,
width
a1m
flfFsf
13urrLp ekammcc a1 ful 1101
Mm
VW 49 duchmEc
Arm
R wh of full lift
Mm
and W dischmgc
ftl1
Reach with lift arms
rrlm
jfprixnfllal and bucket lewd
AAM
l jongdepth
MM
bi
<)K(,Lll icngth
rnrn
irk
OvcralI height Wilhbut keL
ram
at full. faisc
RJm
1,aodi:t clra awc drde wtlh
nlm
huckcl to carry pasiboo
PAn
studlC tipping toad, stmighl'
kg
lb
Sabo eippieg load.
kg
IA;Cwlwd ss full 40= Iurn'
lb
Iireakoul farce
kN
1b
{lpmig, weight'
kg
Ub
0lhick Coupler Buckets
High
Lill
Dab"
ieath
Taatlh
Teeth
Solt -an
and
UDI1-on
and
Butt -on
and
odgas
segnrenlsx
Teeth
edgm
%Mponds
Taem
edged
sepeslts
Tomb
ZA
- 4
2-3
2-7
27
2.5
2-9
_ .�j
2.7
3, l4
1.14
3Aa
3.53
3.53
3,37
3-79
3-79
333
2,U2
3A'_*
1-92
235
2.35
2.25
1.49
2-49
236
2,64
264
251
3V
3.07
Z,94
32-1
3-24
3-49
2692
2692
V02
2592
2EA2
2692
2f 9n
Y290-
8'tD'
F1(r
FI.Cr
8'10'
810'
#`10'
8'10'
W10'
WIG-
2776
'268U
2690
2720
2632
3622
2696
2588
2588
423
9I'
8'1w
8-10'
8'11'
8-r
S7'
910'
8'6'
8Th'
VI.
10"
112-1
1122
1074
1190
1190
Ills
1231
1231
121
34"
TF
37'
TF
$, I I'
YIN'
31'
410'
4W
Is.
2275
2425
2425
2361
2514
2514
2415
2567
2567
390
7-6"
7-11'
TII'
79'
81'
&`3'
7111'
815'
8-5'
1131
Ip8
108
83
108
WS
83
109
log
83
5S
4?'
4-2"
3-2"
4-2"
4,2"
] 2"
4?'
42'
32"
2"
7325
7473
7473
74L8
7562
7582
7453
7616
7616
490
288,3'
293.2'
294.2'
291.7'
291.7"
--AO IX
2938'
2W8'
299.8'
I'T'
5037
5037
5037
5145
5145
5145
yDI11
5D13
5013
423
14`b'
1.6.6'
f6r6'
1611"
16'11'
11011"
16'S'
165'
1615,
115'
12 019
12 044
l 2 094
12 060
12 140
12 140
12 0®S
12 169
12 163
520
39'S'
3Q'8'
378'
3Q'7'
-WIW
WIT
378'
3711-
WI
118`
104S9
103?5
10527
10392
10211
10415
10M
10128
10333
(2916)
21124
s? 76?
23-208
22-910
72.533
21.961
2? 700
22,328
22,7EC
(6429}
9339
9165
935E
9223
9167
9252
9149
90M
9176
(2643)
30-W
20-105
2D,6W
20- 33
19,967
3a397
M167
19,907
20,229
(5829)
1115.9
114,4
123-1
107-0
105.6
113,1
PX3
100.8
107-S
(5.3)
2d.05S
25.71E
27.674
24- 55
23.740
25AU
21M
22.66L
24.234
(1191)
13 402
13 512
13 4 i9
13 457
135,67
13 474
13 474
l 3 5,M
13 493
347
7y$4ly
2q,798
29.583
21?-"7
29.910
29.705
29.709
?9r951
29r746
765
* 9t81iC tippi ng loads and operating weij;M3 Orr bared on standard mach ine
co*oration (with standard 20.5-1326 L3 dra1, full fyal Tank, 80 kla o.paratar. Plus air
*orhdi i-mni ng, P43WSF train and crenkaos9 guards and ride cantral attachrnem
$prpftcabons and ratings confarrn10 all applrubte Standards recommended by
the Smiety of Autornolrve Engineers, including $Alt Standards J732C gDwrning
t04,def ralirLgs.
*• Tipping lead changes for 2.8 m'{3.65 yd1 GP bucW. flipping load deltas wary
depr oirhg on huckel selected-
20 93BG Series II Wheel Loader sped Gcatialls
E&A Environmental Consultants, Inc. January 28, 2020

605
SCREENS
INC.
Does what most screens won't even attempt!
The PT627S Screanmasier Portable'
Trammel by GDS Screens is specifi-
cally designed to take rough, tough
r1 treatment of compost, yard waste,
.. ■.._.:_.. y�
wood grinding .and land clearing
projects. The Screenmaster features
a variety of sizes of screen cloth
and a 7/16" thick screen drum, the
heaviest in the industry. It is
supported by four 8" self -centering
spherical roller bearings, with a 50,000 lb. static load and 45,000 lb.
dynamic load rating
g per bearing. With 20' of actual screen length
(376 square ft. of screen area), the 627S provides more screen than `• n
competitive models — which translates to higher production at lower
cost. The 5275 is driven by a 115hp John Deere water-cooled turbocharged
diesel engine for years of trouble -free service. It is equipped with a
road -legal fifth -wheel tow arrangement and dual -axle, super single wheel
heavy-duty suspension. The Screenmaster comes complete with an under -
Collection conveyor and fold -out fines stacker, achieving a 7'10" stock-
pile height. This machine
is hydraulically equipped to run an additional 40' radial stacker, boosting the
stockpile capability to a
height of 15'6". All PT627 models come with complete remote control operations and
are furnished with four hydraulically
operated support legs for ease of operation and quick portability — at
no extra charge. GDS also
provides the added advantage of a 1-year bumper -to -bumper warranty and 24-hour
emergency parts service.
GOS has a variety of trornmel sizes and configurations to handle every conceivable job including:
Compost
Topsoil • wood chips
• Yard waste
Land clearing Landfill mining
• Municipal solid
waste Coal slurry • Sludge
Sand & gravel
Landscape operations • Construction & demolition debris
3a50 Or. Martin Luther King it Blvd. Riviera Beach, FL 33404
107 830,8481 FAX J07.843.0042
E&A Environmental Consultants, Inc. January 28, 2020

Length.................... 44'7"
Width ...................... 9,3,,
Height ........ _ ......... 13,6,,
Weight .............. 45,000 lbs.
20' SCREEN
12'HOPPER
d )U G'LQAD HGT
HL4
4 4' 0, A. L.
20' SCREEN Z' HOPPER
V) K;T
10'6'LOAD �
DE I
Lo
*Zl�
44! OLA.L_
7- OVERT 9-HODUCTS -4-
UR:
6' diameter- by 27'-long drum with 20' Of actual screen cloth (376 square
• 14" diameter brushes
ft. s.cree n .�; a I rea)
prevent clogging or binding of screen
•-Flat unrestricted in -feed drum Opening for-Jarge, bulky items
4211 wide fold -out fines stacking co nveyor-withArOp height of P 10"
115hp JohW_Deere water cooled diesel engjneL':L_,
• Closed -loop hydraulic system
M.
ComCompleteControl operations
• Road- I egal- =fj fth-wheel to, rranqement'.­A;,�
D -ax e-�`
ual I super -single wheel heavy-dutr';edsp&tsicrl wit� a )oad rating of
Emergency-
! s. per axle
shut -down switch —remote ot;-.­­
. manual '
­.,
1-year bumper -to -bumper warranty ok-i:
3-year extended warranty on GDS man Utaqt4jeif-components
Heavy-duty"
,drum
- kZ­
Bi-fold extra -long Conveyors
unc" plate 3/8 or 1/2" thick
Various punch plate hole sizes
n­T products Split machine
wide, 40' attachable avers stacker -with drop height of IS15-,
3PS Screens today for a dealer in your areal Pn­d R,-ycl.d Paper
E&A Environmental Consultants, Inc. January 28, 2020

GDS SCREENS, INC.
'727' SPECIFICATIONS
�c l IS6ith
ENGINE: John Deere T04039T, continuous�lA 2,500 RPM
LENGTH: 45'-3"
HEIGHT:
LOAD HEIGHT:
WIDTH: to'
WEIGHT: 49,000 Lbs.
FUEL CAPACITY: 130 Gallons
HYDRAULIC CAPACITY: 120 Gallons
SCREEN SPECS: 440 square foot screen area . Screens bolt an with
Grade 8 x 3/4 self looking nuts for easy removal, replace or size change.
TROMMEL SPECS: 7' inside diameter x 27'-8" long trommel tube made from 3/8 " steel
6l1 L plate and support rollers ride on 6" steel channels rolled and welded to tube.
TROMMEL DRIVE: A variable speed closed loop system, Eaton series 46 hydrostatic
PUMP and staffs HMB-045 piston motor, with heavy duty #160 chain and sprockets.
FRAME SPECS: 14" x 6" x 1/2" box tubing throughout the frame.
LOADING CONVEYOR & CONVEYOR FRAME: 8 plus cubic yard hopper, 5/16",
48", 3 ply, rubber conveyor belt supported on impact troughing rollers with 1/2" thick
frame and 7GA side walls.
BELLY CONVEYOR & CONVEYOR FRAME: 48" wide x 20' long, 2 ply smooth
top rubber belt supported by 5 class 8 troughing rollers.
STACKING CONVEYOR & CONVEYOR FRAME: 36" wide by 15' long,
2 ply Chevron topped rubber belt with stacking height of 8'. Conveyor frame
is "C" channef with 3 class "B" troughing rollers. Stagg conveyor folds
up hydraulically for transportation.
STABILIZERS: 4, 6" box tube x 3/8" wall and 1 1/2" locking pin with
3" bore, heavy duty hydraulic cylinder for easy and stable set-up.
HYDRAULIC SYSTEMS: Vickers, Charlynn, Staffa, Eaton "Top of the Line
Components" with triple steel braided hoses, cooled by thermal Transfer.
HEAVY DUTY COOLING SYSTEM: 120 gallon hydraulic fuel tank capacity
with dual filtering system for long component life.
REMOTE CONTROL: First in the Trommel Industry with wireless remote:
Operates load Conveyor and Trommel Screen speeds emergency:but down (A one man operation).
AXLES: Dexter Brand, 20K leaf spring type equipped with DOT air and parking
brake system. Tires are super singles.
LIGHTS: Truck light sealed system, DOT approved.
STEEL SUPPORT ROLLERS: 8" diameter x 6 1/2" face, vibrating screen type
self -aligning spherical roller bearing and nitrile spring loaded seals. Dynamic load
rating of 22 tons each.
Trommel Screens cleaned by brush system or first in the industry with "Vibration System "Far punch plate only".
NOTE: THESE SPECIFICATIONS ARE SUBJECT TO CHANGE TO IMPROVE DESIGN REQUIREMENTS By
GDS SCREENS, INC.
GDS Screens, Inc. did not invent the Trommel Screen
Production, durability and reliability for any job.
We rim ply refined it for greafer profit, performance,
E&A Environmental Consultants, Inc. January 28, 2020

96 TRANSPORT POSITION
OTHER AVAILABLE MODELS INCLUDE STATIONARY, SKID MOUNT AND
SINGLE DRUM SCREENS.
32'-9"
139" � � 1 3
5o"
E&A Environmental Consultants, Inc. January 28, 2020