6710_Lejeune_PTOrenewapplicationApproved_Oct2019_FID138892

Wilson, Donna J
From: Richard CIV Thomas S <[e-mail]>
Sent: Thursday, October 17, 2019 9:42 AM
To: Wilson, Donna J
Cc: Williams, Ray
Subject: [External] UPDATED PERMIT APPLICATION: 6710-COMPOST-1999
Attachments: 25139 20191003_Coverletter.pdf, CompostTP_092019_TSR_FINAL.PDF
Donna,
This was mailed a couple weeks ago but I wanted to pass along the electronic
copies to you. The attachment serves as the Updated Permit Application to
Operate the the T&P Facility and the Compost Facility. Note, we did not
amend the leachate discharge given we have not received state response on
the matter. Please let me know if you have any questions.
Summary of updates
The MCIEAST-MCB Camp Lejeune Compost Facility Operations Manual underwent a
formatting revision
to include minor revisions and updates per the proposed changes to 15A NCAC
13B Section .1400
(effective 1 Nov 2019). The following major revisions have been made:
-Section 2.4: Updated contact information and personnel roles
-Section 2.8 - Fires: Added reporting requirement
-Section 3 - Training: Added annual review requirement
-Section 4: This section was revised to combine the Marketing and
Distribution Plan, Monitoring and
Sampling, and Quality Assurance Plan
-Section 5 - Odor Control Plan: Section added, per the proposed rule changes
The MCIEAST-MCB Camp Lejeune Treatment and Processing Facility Manual
underwent a formatting
revision to include minor revisions. The following major revisions have been
made:
-Section 2.3: Updated to include 2019 totals
-Section 3: Updated to reflect current operating schedule
-Section 5: Updated contact information and personnel roles
-Section 8: Updated annual reporting method
v/r,
Thomas Richard
Environmental Engineer
G-F/EMD/EQB
Mailing Address:
COMMANDING GENERAL
ATTN: EMD
12 POST LANE
CAMP LEJEUNE NC 28547-2540
1

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UNITED STATES MARINE CORPS
MARINE CORPS INSTALLATIONS EAST -MARINE CORPS BASE
PSC SOX 20005
CAMP LEJEUNE NC 28542-0005
5090.17
G-F/BEMD
OCT 0 3 2019
Ms. Donna Wilson
North Carolina Department
of Environment Quality
Division of Waste Management
Solid Waste Section
1646 Mail Service Center
Raleigh, NC 27699-1646
Dear Ms. Wilson:
Marine Corps Base Camp Lejeune submits the Updated Permit
Application to Operate Large Type 3 Compost Facility and
Treatment & Processing Facility, enclosure (1), for NCDEQ permit
No. 6710-COMPOST-1999. The current permit is set to expire 12
January 2020 and requires renewal. This submission incorporates
updates to facility operation and addresses proposed rule
changes to 15A NCAC 13B .1400, effective 1 November 2019.
If you have any questions or comments, please contact Mr.
Thomas Richard, Environmental Quality Branch, Environmental
Management Division, G-F, at [phone]. Please reference
document number 25139 in your reply.
Sincerely,
4OtHN R.TOWNSON
Director, Environmental Management
By direction of
the Commanding General
Enclosure: Updated Permit Application to Operate Large Type 3
Compost Facility and Treatment & Processing Facility

FINAL
UPDATED PERMIT APPLICATION TO OPERATE
LARGE TYPE 3 COMPOST FACILITY AND TREATMENT
& PROCESSING FACILITY
PERMIT NUMBER 6710:
6710-COMPOST-1999
6710-TP-2013
CAMP LEJEUNE, NORTH CAROLINA
PREPARED BY:
MR. THOMAS RICHARD
ENVIRONMENTAL QUALITY BRANCH
ENVIRONMENTAL MANAGEMENT DIVISION
MARINE CORPS BASE CAMP LEJEUNE
OCTOBER 2019

Summary of updates
The MCIEAST-MCB Camp Lejeune Compost Facility Operations Manual underwent a formatting revision
to include minor revisions and updates per the proposed changes to 15A NCAC 13B Section .1400
(effective 1 Nov 2019). The following major revisions have been made:
-Section 2.4: Updated contact information and personnel roles
-Section 2.8 — Fires: Added reporting requirement
-Section 3 —Training: Added annual review requirement
-Section 4: This section was revised to combine the Marketing and Distribution Plan, Monitoring and
Sampling, and Quality Assurance Plan
-Section 5 — Odor Control Plan: Section added, per the proposed rule changes
The MCIEAST-MCB Camp Lejeune Treatment and Processing Facility Manual underwent a formatting
revision to include minor revisions. The following major revisions have been made:
-Section 2.3: Updated to include 2019 totals
-Section 3: Updated to reflect current operating schedule
-Section 5: Updated contact information and personnel roles
-Section 8: Updated annual reporting method

TABLE OF CONTENTS:
MCIEAST-MCB CAMP LEJEUNE COMPOST FACILITY
1. General Information
1.1 Size and Capacity
1.2 Surface Water Drainage and Leachate Collection, Containment, and Treatment
1.3 Erosion Control
1.4 Access and Security
1.5 Sign Requirements
1.6 Fact Sheet
2. Operational Information and Instruction
2.1 Types of Wastes Permitted to Receive
2.2 The SWCF will be operated in accordance with the permit and operational plan
2.3 Waste Acceptance and Handling
2.4 Personnel Requirements
2.5 Windrow Formation
2.6 Daily Maintenance
2.7 Safety
2.8 Contingency Plan
3. Training
4. Quality Assurance Plan - Monitoring and Sampling
4.1 Monitoring and Turning
4.2 Operational (Analysis of Process)
4.3 Compliance (Analysis of Final Product)
4.4 Testing Schedules
4.5 Product Distribution
5. Odor Control Plan
5.1 Odor sources
5.2 On -site conditions
5.3 Site odor monitoring plan
5.4 Odor complaint protocol
5.5 Complaint record keeping
5.6 Odor control design
6. Reports and Forms
6.1 Reporting Requirements
6.2 Record Keeping Requirements
7. Equipment Maintenance
MCIEAST-MCB CAMP LEJEUNE-TREATMENTAND PROCESSING FACILITY 0PERAT ION PLAN
1. Introduction
2. General Information
2.1 Location and Size
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2.2 Materials
2.3. Capacity
3. Treatment and Processing Operation
3.1 Access and Security
3.2 Sign Requirements
3.3 Receiving
3.4 Processing, Handling and Storage
3.5 Surface Water
3.6 Erosion Control
3.7 Daily Maintenance
3.8 Safety
3.9 Air Pollution
3.10 Noise
3.11 Vectors
3.12 Odors
3.13 Snow
3.14 Traffic Patterns
3.15 Non -conforming Waste
3.16 Spills
3.17 Fires
4. Recyclability
4.1 Non -Recyclable Material
4.2 Proposed uses of Recycled Material
5. Personnel Responsibilities and Descriptions
6. Training
7. Equipment
8.Records
Appendix A - Concrete Pad Site Layout Diagram
Appendix B - Compost Facility Design Capacity - Engineering Calculations
Appendix C - Compost Flow Chart and Facility Process Diagram
Appendix D - Typical Windrow Monitoring Log
Appendix E - Typical Laboratory Analytical Data for Composted Wastewater Sludge
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39

MCIEAST-MCB Camp Lejeune Compost Facility
1. General Information
1.1 Size and Capacity
This Type III (large) solid waste composting facility (SWCF) comprises an area of approximately 2.5 acres
within the fenced enclosure for processing compost. Requirements are to have at least 12 feet
between the rows for equipment movement and a 25-foot wide perimeter access for firefighting
equipment. The maximum size of the windrows will be 80 feet long, 10 to 12 feet wide and
approximately 6 feet tall. The maximum number of windrows that can be formed based on the above
parameters and allow required space for feedstock storage is 10. Based on preliminary engineering
calculations provided in Appendix B, the annual design capacity of this facility is 23,178 (cy); the storage
capacity for finished product at any given time is 1,422 cy. The facility also offers an annual curing
storage capacity of 38,468 cy if finished commodities are removed from the facility at the completion
of each batch.
1.2 Surface Water Drainage and Leachate Collection, Containment, and Treatment
The facility is designed and constructed in accordance with 15A NCAC 13B .1404(a)(1) and 15A NCAC
13B .1404(a)(10)(A-E) and designed to contain and convey all storm water and leachate that will be
generated within the windrows on the compost pad. The working surface of the compost pad is an 8"
thick concrete pad above a 6-inch thick aggregate base course and a low permeability (1 x 10'
centimeters per second) sloped 18-inch thick clay liner. Due to the low permeability and slope of the
compost pad, it is assumed that 100% of the water landing on the pad will flow into the leachate
lagoon.
Surface water will be diverted from the operation areas, curing areas, and storage areas. This will be
accomplished by building the windrows in an East-West orientation. Surface water run-off and
leachate will be contained within the on -site containment pond and then discharged to the stormwater
ditch. The location, elevation, and dimensions of the facility do not restrict flow in the 100-year
floodplain.
1.3 Erosion Control
Adequate erosion control measures will be practiced to prevent on -site erosion and to control the
movement of soil or contaminants from the site. This shall consist primarily of maintaining the grassed
and aggregate base course areas.
1.4 Access and Secu
Access to the SWCF will be controlled. The facility will be open Monday through Friday between the
hours of 7:00 a.m. and 3:00 p.m. except for holidays and base closures. During operation, an operator
will be on duty to ensure compliance with operational requirements. The site will be secured by means
of lockable gates and fences to provide protection from unauthorized entry.
The road to and from the site is constructed of aggregate base course for all weather access. Any
rutting or damage will be repaired on an as needed basis.
1.5 SiRn Requirements
A sign providing information on waste that can be received, the hours during which the site is open for
public use, the permit number and other pertinent information will be posted at the site entrance. The
sign will include a statement that no hazardous waste, asbestos containing waste or medical waste can
be received at the site.

Figure 1 Entry Sign
Standard NCDOT traffic signs/markers (not shown) will be provided as necessary to promote an orderly
traffic pattern to and from the discharge area and to maintain efficient operating conditions. Signs will
instruct drivers to wait for the attendant and dump loads as directed by the attendant. An example sign
is provided below.
TREATMENT & PROCESSING LOT
BEFORE PASSING THE SCALE,
CHECK IN WITH ATTENDANT
LOT HOURS: 0700-1400
CONTACT RECYCLING CENTER
Figure 2 Attendant check -in sign.
1 F, Fart ChPPt
The Aeromaster PT-130 Compost Windrow Turner that will be used at this facility is capable of turning
3,300 cy per hour (cy/hr). Since this facility will be permitted for approximately 3,500 cy on site at one
time with a maximum turning of windrows of twice per day, (worst case scenario) the Aeromaster PT-
130 Compost Windrow Turner will be more than adequate.
The storage capacity of the bulking agents used for composting (located on the north side of the
compost pad) is greater than 146 cy (enough for 1 week).
The flow rates will be measured and proportioned as follows:
• Carbon sources will be measured by weight at the landfill scales.
• Nitrogen sources will be measured by weight at the landfill scales.
• Blending ratios of all compostable materials will be calculated using material weights measured
by the landfill scales.
k3

Based on the blending rations, materials will be proportioned into the windrow using the bucket
on the front-end loader. For example, the calculated blending ratio for a mixture of food,
woodchips, and leaves is 40:20:40. To proportion this ration into the windrow the operator could
spread two buckets of food material, one bucket of woodchips, and two buckets of leaves in
appropriate layers. Other proportions are possible as long as the blending ration is maintained.
2. Operational Information and Instruction
2.1 Types of Wastes Permitted to Receive
The following wastes may be composted at this facility:
Feed stocks for the composting operation will include a combination of the following: wood
waste (unserviceable pallets, trees, untreated scrap lumber, etc.) food waste, yard waste,
manure from base stables, post -consumer paper and cardboard* unsuitable for recycling, and
wood ash.
All feed stock comes from sources within Camp Lejeune.
Camp Lejeune will contact the solid waste division for approval prior to adding any new feed
stocks that are not listed above.
*Acceptable soiled cardboard includes cardboard that has been contaminated with materials accepted by a Type
3 Compost facility. Unacceptable soiled cardboard includes cardboard that has been contaminated with other
contaminants, such as oil, grease, and chemicals.
Incoming trucks will be inspected by the compost facility operator and/or equipment operator for non-
conforming waste, origination points and apparent signs of illegal operation. The load within the truck
will be visually checked if the driver and truck are not familiar to the landfill foreman or equipment
operator. When the contents of the truck have been dumped as directed, the material will be checked
for non-compostable material. If an amount of non-compostable material is present that cannot be
hand removed the load will be picked up with the on -site front end loader and put back in the
depositing truck. The compost facility operator will direct the driver to re -load all non -conforming
waste onto the delivery truck and the load will be refused.
2.2 The SWCF will be operated in accordance with the permit and operational plan
A copy of the plans, permit, and operational reports will be maintained in Building No. 982 in the
landfill offices, across the street from the SWCF. The conditions of the permit to operate and the
maintenance criteria on the approved plans will be followed.
2.3 Waste Acceptance and Handling
Material meeting conditions of section 2.1. of this document will be accepted for active composting at
the facility. Wastes will be weighed at the landfill facility scale house located adjacent to Building 982
on Piney Green Rd. Landfill operations personnel attending the scale house will log waste receipts
(tonnage) categorized as appropriate feedstock. These records will be maintained in the landfill
operations administrative office.
4

2.4 Personnel Requirements
Person Responsible for Facility:
Commanding General
MCIEAST-MCB CAMLEJ
PSC Box 20004
Camp Lejeune, NC 28542
Qualified Recycling Program (QRP) Manager
Person Responsible for Daily Operations:
Gary Denson
Qualified Recycling Program Manager
Public Works Division
[phone]
The QRP Manager has the daily oversight responsibility for delivery of compost materials to the site,
daily equipment operation and screening, monitoring and sampling of materials at the Facility.
Equipment Operator
The equipment operator is responsible for distribution of the compostable materials at the site as well
as operation of the windrow turner, water wagon and screening the finished compost. The equipment
operator will maintain a daily log to record the results of daily monitoring, recommending when to turn
windrow(s) and/or water addition is needed, collection of samples to determine PFRP and reporting
any significant abnormalities immediately to the recycling program manager.
P2 Program Manager
The Pollution Prevention (P2) program manager has general oversight responsibility for preparation of
Annual SWMP and reviewing monitoring and sampling results to determine compliance with
Regulatory requirements.
All Compost Personnel
All Compost personnel are responsible for material acceptance.
2.5 Windrow Formation
Windrows will be formed as needed based on type and quantity of foodstock. A process flow diagram is
provided as Appendix C. As required by the regulations, nitrogen sources will be incorporated in a
timely manner to minimize odor and nutrient migration. Layers of food waste, manure, or other
odorous or vector attracting feedstocks will be immediately covered with a layer of bulking agent. They
will be formed one of the following ways:
Layered
By means of a front-end loader, laying down:
bottom layer, 6" -12", of bulking agent
layer of nitrogen source
layer of bulking agent, etc.
The layer thickness will vary based on moisture content and nitrogen content, i.e. incoming nitrogen
sources with a 25 - 50% moisture content would generally have a layer thickness of 4 - 8".
The number of layers will vary based on layers' thickness. The creation of the windrow will be done in
4 - 10 working days until windrow reaches a manageable length of 50 - 80 feet. A typical windrow
measures 10 to 12 feet wide and approximately 6 feet tall.

Rlended
Feedstocks may be blended mechanically with the front-end loader and compost turner. When any
food waste, manure, or other odorous or vector attracting feedstock's are potentially exposed, the
windrow will be immediately covered under a "blanket" of mature compost, mulch or woodchips.
Windrow feedstock blends will be based on achieving a Carbon/Nitrogen ratio between 20:1 and 40:1,
with the ideal ratio being 30:1. Table 1 contains general information on the carbon and nitrogen
content of compostable feed stocks accepted by the SWCF.
Table 1. General carbon and nitrogen contents of feed stocks
Material
Carbon (%)
Nitrogen (%)
Leaves
45-50
1
Wood Chips
50-60 (hard -soft)
0
Paper
30
0
Corrugated Cardboard
56
0
Food Waste
51
3
Green Leaves & Grass Clippings
55
3
Horse Manure
50
1
An example calculation form is provided in Table 2 and is used to determine blending weights and
percentages. The operator enters material weights (W) into column 1. On a computer, the
spreadsheet automatically calculates the Carbon/Nitrogen ratio based on the carbon and nitrogen
contents provided above. The spreadsheet footnotes provide instructions for completing the form
manually.
Table 2. Carbon (C) and nitrogen (N) ratio calculator
Material
(1)
Weight of
Material
(2)
% Carbon
Multiplier
(3)
% Nitrogen
Multiplier
(4)
Weight
Carbon
_ (1)*(2)
(5)
Weight
Nitrogen
_ (1)*(3)
Leaves
0.47
0.01
Wood Chips
0.55
0.00
Paper
0.30
0.00
Corrugated
Cardboard
0.56
0.00
Food Waste
0.51
0.03
Green Leaves &
Grass Clippings
1146.04
0.55
0.03
630.32
34.38
Horse Manure
268.72
0.50
0.01
134.36
2.69
TOTAL
TOTAL
764.68
37.07
Carbon/Nitrogen Ratio = (Weight C)/(Weight N) C:N Ratio 20.63:1
Instructions to calculate C/N Ratio
1. Enter the weight of material in column 1.
2. For each material, multiply column 1 by column 2 Enter the result in column 4.
3. For each material, multiply columnl by column 3. Enter the result in column 5.
4. Total column 4 and column 5. Enter total in the spaces provided.

5. Divide the total of column 4 by the total of column 5 to find the C:N Ratio.
C:N Ratio = (Total Weight QI(Total Weight N)
6. Adjust and recalculate as necessary to put C:N Ratio within acceptable limits.
Ideal C:N Ratio = 30:1.
To provide adequate air space in the windrow, a coarse bulking material such as wood chips should
comprise between 20% and 50% by weight of the composting material. Generally, a Carbon/Nitrogen
ratio of 30:1 will be achieved through a mixture of 50 to 60% by weight of carbon sources (leaves,
wood chips, paper, corrugated cardboard) and 40 to 50% by weight of nitrogen sources (food, green
leaves/grass clippings, horse manure). The following list provides examples of blending ratios (by
weight) calculated using the spreadsheet provided above. These examples are representative of the
materials received at the SWCF, however other blending combinations and ratios will yield appropriate
results. Two different blending ratios are provided for the food/grass/wood chips/leaves combination
to illustrate the fact that different blending ratios are possible for the same materials. Both blending
ratios provided will yield a C:N ratio of 30:1. Blending ratios should be calculated based on the
materials available at the time of windrow formation.
Food/Wood Chips/Leaves
Food/Wood Chips/Leaves/Paper
Food/Grass/Wood Chips/Leaves
Food/Grass/Wood Chips/Paper
Food/Grass/Wood Chips/Cardboard
Food/Grass/Manure/Wood Chips/Leaves
Food/Grass/Manure/Wood Chips/Leaves/Cardboard
2.6 Daily Maintenance
40/20/40
50/25/15/10
35/15/35/15 or45/5/30/20
30/20/25/25
35/25/25/15
25/15/5/40/15
30/20/10/20/15/5
When the facility is opened at 7:00 Monday through Friday it will be checked for general cleanliness
and loose debris will be picked up. All collected debris will be disposed of in the Camp Lejeune landfill
located across the street from the SWCF.
During the routine operation of the compost facility, debris will be collected and disposed of at the
landfill. The leachate lagoon will be cleaned of debris and inspected for clogging after every rain event.
In addition, all windblown debris will be collected from the fence lines and disposed of at the landfill.
2.7 Safety
General: All OSHA regulations will be strictly adhered to. Latex or rubber gloves will be worn when
contact with processing compost is required.
Equipment: All equipment will be operated in accordance with manufactures written instructions. All
safety devices will remain in place. All manufacturer precautions will be understood by all operators.
Hearing protection will be worn when operating equipment.
Fire Protection: No open burning will be allowed within the SWCF. Hot or smoldering ash will be
diverted away from the facility.

2.8 Contingency Plan
Equipment Breakdown: In the event that the Aeromaster PT-130 Compost Windrow Turner becomes
unusable due to service requirements an on -site front-end loader will be used to temporarily turn the
windrows.
Air Pollution (Including Dust Control): Particulates: In the event that particulates from the windrows or
incoming waste become a nuisance and/or visible to the naked eye, the problem windrow will be
moistened with the on -site water hose or water truck by the equipment operator or QRP Manager.
Noise: Noise will not be considered a problem due to the industrial nature of the area. However, the
working hours of 7:00 a.m. to 3:00 p.m., Monday through Friday, will limit the generation of noise to a
period when ambient noise is high due to the adjacent municipal solid waste lined landfill facility.
Vectors: If vectors are encountered at the compost facility, the contributing cause for their presence
will be eliminated. Windrows may be covered with compost or mulch to reduce vectors. All windblown
trash, debris or putrescible waste will be collected and deposited in an on -site waste can or
incorporated into the windrows.
Odors: If odors become a nuisance at the compost facility they will be reduced by turning the windrow
to reduce moisture or by adding bulking agents to adjust the carbon/nitrogen ratios to maintain an
earthy smell. In addition, the windrow may be covered with cured compost or mulch to help reduce
odors. If necessary, the offending section of the windrow will be removed and taken to the landfill for
disposal.
High Winds: The windrows will be wet down or covered.
Snow: The on -site personnel will close the facility for material acceptance until the snow melts.
Cold: Commercially available nitrogen sources, such as 10-10-10 garden fertilizer, may be added to the
windrows in winter months when the composting is slower. The addition of a commercial fertilizer can
jump-start the composting process and will not disrupt the 15-day pathogen reduction period.
Unusual Traffic Patterns: On -site personnel, including the QRP Manager and equipment operator, will
direct traffic within the facility if the signs are not followed. If congestion occurs due to persons
unfamiliar with the operation of the compost facility, the persons will be instructed as to the proper
traffic patterns and directed to leave and reenter the facility in the correct direction or if space permits
they will be maneuvered within the facility.
Non -Conforming, Waste Being Delivered to the Facility: Non -conforming waste will be refused. If the
non -conforming waste is observed after the load has been dumped, the driver of the truck will be
directed to reload the truck with the front-end loader, and the load will be refused. If the quantity of
non -conforming waste is very small the equipment operator or delivery truck driver will handpick the
non -conforming waste from the pile and deposit it into an on -site waste can.
Spills: In the event that a spill of a hazardous nature occurs on the compost pad, the equipment
operator will immediately notify the QRP Manager who will then notify the Base Environmental
Management Division (EMD). The Base EMD will contact all applicable Local and State agencies as
required. If the spill is a hazardous chemical or unknown substance, the QRP Manager or equipment
operator will instruct all persons within the enclosure to vacate the premises immediately and notify
Camp Lejeune Emergency Services by dialing 911.

Fires: In the event that a wood, cloth, paper or other Class A fire occurs, the Base Fire Department at
Camp Lejeune will be notified by dialing 911, and water from the adjacent yard spigot and/or fire
hydrant will be used to extinguish the fire. In the event a minor (small) fire composed of gasoline, oil,
paint, grease or other Class B fire occurs, the Base Fire Department at Camp Lejeune will be notified
and then a multi -purpose dry chemical ABC rated fire extinguisher will be used to extinguish the blaze
by the equipment operator, QRP Manager or other on -site personnel. In the event that a Class B or C
fire occurs, which is outside the capacity of a hand held fire extinguisher, the Base Fire Department at
Camp Lejeune will be immediately notified and all personnel will be evacuated from the facility. The
Base Fire Department can be reached by dialing 911.
Fires will be reported to NCDEQ Solid Waste Division within 24 hours of the Incident and a written
report of the incident will be submitted within 15 days of the incident.
Extreme Weather/Heavy Rain: In anticipation of heavy rainfall, Landfill Operations will ensure that
proper measures are taken to purge leachate and stormwater from the containment basin into the
sanitary sewer to ensure adequate storage capacity is available. All stormwater will be managed onsite
and subsequently transferred via sanitary sewer to the MCB Camp Lejeune advanced wastewater
treatment facility.
Structural Damage to Concrete Pad: In the event landfill operations personnel observe cracking that
undermines the structural integrity of the concrete pad, repairs will be made using hot applied jet fuel
resistant joint filler similar to the compound used in the original construction to seal the pad's
expansion joints.
Leachate Impacts to Groundwater: If it is suspected that leachate has been released from the on -site
containment and is suspected of impacts to groundwater, environmental sampling for applicable
contaminants will be conducted and appropriate measures will be taken to ensure that contaminants
do not migrate into the Castle Hayne aquifer, where the Base draws its potable water supply, or to
surface water bodies. As feasible, in -situ, or mechanical groundwater remediation measures may be
implemented.
3. Training
General: Personnel shall conduct an annual review of the operations plan and permit documents.
Training documentation will be maintained per section 6.
Site Specific: All persons who will be responsible for the operations of the SWCF will be instructed to
comply with Camp Lejeune standard operating procedures. This will include reading the operation and
maintenance manual as well as the equipment operating instructions. Camp Lejeune may appoint a
person familiar with composting operations to train new SWCF personnel.
Remedial and Corrective Actions: Personnel responsible for the daily operations of the SWCF will be
trained by personnel familiar with composting procedures. Camp Lejeune may, at its discretion, employ
outside consultants as required. When remedial or corrective actions are required which are new or
unfamiliar to this facility, the taken action and results will be noted in the daily log for future reference.
Safety: Personnel will be instructed by Camp Lejeune to comply with standard safety procedures. In
addition, the base safety office will instruct personnel to comply with applicable OSHA requirements.
Camp Lejeune may send personnel to fire and safety training classes when offered.
07

4. Quality Assurance Plan — Monitoring and Sampling
4.1 Monitoring and Turning
Pre — Process to Further Reduce Pathogens (PFRP)
Windrows should be turned at the end of first week of formation. Turning should then be performed as
needed while additional materials are incorporated to complete windrow formation. Following the
formation period, windrows will enter an active composting period. To meet the requirements for the
PFRP for compost, the windrow temperatures must remain above 1319 F for at least 15 days during
active composting. Windrows must be turned at least five times during the PFRP active composting
period.
Temperature readings will be taken every other business day until the PFRP requirements is met
(windrow temperatures must remain above 131° F for at least 15 days). Procedures for temperature
readings are provided in section 4.2. Monitoring equipment will be kept in Building 982 is located
across the street from the SWCF at the landfill administrative offices.
Windrows will be turned for aeration when temperatures drop significantly, or to cool the windrow
when temperatures reach 1602 F.
Moisture and odor determinations will be completed at the same time as temperature readings. If
compost is determined to be dry, adequate moisture will be incorporated using the windrow turner
and a water hose, water truck, or Aeromaster WT-1775 Water Trailer. The windrow should be turned
as water is added to insure proper moisture distribution.
Post - PFRP
Once compost temperatures stop significantly peaking after turning, it is ready for curing. Curing of
compost must take place on the designated pad. Curing piles do not require regular temperature
monitoring.
Finished product may be stored off the pad in areas that are at least 12-inches above the seasonal high
water table and have been prepared to direct standing water away from the pile.
Compost that does not meet the PFRP will be, in order of preference:
Re-blended/Re-com posted
Non -Contact Areas*
Disposed of in landfill
* If permitted by NCDEQ: Compost that does not meet PFRP, but does meet the Process to Significantly Reduce
Pathogens (PSRP), metal requirements in 40 CFR 503.13 (b)(1) and meets vector reduction requirements as
required by 15A NCAC 13B .1406 (12), may be used in non-public, low human contact areas on Base, such as tank
trails, fill material, training areas, or daily cover in the landfill.
10

4.2 Operational (Analvsis of Process
Each active windrow will be checked once each weekday during the PFRP phase and two to three times
weekly thereafter until the windrow material has "cured". During these check visits the windrows will
be monitored for the following parameters:
Temperature
Moisture Content
Odor
Temperatures will be measured using a temperature probe. The probe will be inserted into the
windrow at a 45' angle, into the core (3' - 4' deep) of the windrow. The windrows will be tested at
approximately 20 feet on center or 4 tests per windrow. The measured temperatures at all test points
for each windrow will be recorded in the daily log. During the PFRP the windrows should be turned
when the temperatures are above 131' Fahrenheit (F). If the temperatures exceed 1600 F or show a
downward decline to 134' F the windrows should be turned.
Moisture will be subjectively measured using the following definitions: (1) wet --water runs out when
the handful of composting material is squeezed; (2) moist --a handful of composting material forms a
ball under moderate pressure; (3) dry --not possible to form a ball that holds together. The compost
facility operator will determine the need for windrow water additions and turning based on monitoring
observations.
Ratings for these three parameters will be entered in the operational record. Data from the windrow
operational record will also be kept in a daily log. Additional copies of the operational record will be
used for subsequent days of monitoring. The data will be used to update the operational record.
4.3 Compliance (Analysis of Final Product)
All test data will be submitted to the Division of Waste Management.
Mandatory sampling will be performed in accordance with 40 CFR 503 Subpart B following the 15-day
pathogen reduction period. One composite sample will be collected from each windrow. The
composite sample will consist of at least three individual samples from each windrow, taken at equal
spacing along the windrow. Each sample will be collected from a depth of two to six feet into the pile at
a 45' angle to the ground. The sample gathering technique will be at the discretion of the QRP
Manager. Samplers should follow standard sampling practices. The sampler should wash his/her hands
prior to the sampling event. Disposable latex gloves should be worn by the sampler and should be
changed before sampling a different windrow. All sampling equipment should be rinsed with distilled
water between windrows.
To create the composite sample for each windrow, the individual samples will be thoroughly mixed
together in a sterile stainless steel bowl with a clean stainless steel spoon. Samplers should wear clean
disposable latex gloves while mixing the samples and filling the sample containers. Sample containers
and paperwork should be labeled with the time, date, windrow number, sampler's name and required
analysis.
Section .1407(a) of the North Carolina Solid Waste Compost Rules requires that compost be analyzed
for pathogens. The composite sample collected for pathogens should be collected on the same day it is
to be taken to the lab for analysis. The sample container will be placed into an ice -filled cooler and
transported to the Environmental Quality Branch* (EQB) of EMD or to an independent laboratory for
11

analysis. The sample should be processed within the holding time required by the testing procedure
and testing laboratory.
*The Environmental Quality Branch has an on -site laboratory. This on -site laboratory is Division of Water Quality
certified. Analysis for foreign matter will be completed by the EQB laboratory or by an independent laboratory.
Foreign matter content will be determined using a 1/4-inch screen. Analysis for inerts will be completed by sifting
the composite sample of the finished compost through a 1" sieve. The total weight of the sample divided into the
weight of the remaining debris on the sieve will produce the percent of manmade inerts.
The solid waste compost rules require a composite sample of the compost produced at the SWCF be
analyzed at intervals of every 20,000 tons or every six months, whichever comes first. Compost must
be analyzed for foreign matter, inerts, arsenic, cadmium, chromium, copper, lead, mercury,
molybdenum, nickel, selenium, and zinc. To comply with the sampling requirements, the composite
sample from each windrow will be composited into a single batch and held for testing according to the
20,000 ton or six month timetable provided in the regulations. The composite sample will be sent to
the North Carolina Department of Agriculture (NCDA) for analysis or analyzed by the EQB Laboratory.
Test results must be submitted to the Division of Waste Management every 6 months or 20,000 tons,
whichever comes first.
Total metal analysis will be completed for wood ash that is to be added to the windrows. The analysis
will be completed prior to addition to the windrows to determine compliance with 40 CFR 503.13(b)(3).
Samples will be analyzed by the EQB Laboratory or by a private laboratory, and analytical results will be
forwarded to the Division of Waste Management.
Solid waste compost products will not be distributed until Camp Lejeune has received approval from
the Division of Waste Management for its product and distribution scheme. If the test data continues
to comply with the testing parameters, no additional approvals will be required from the solid waste
division.
4.4 Testing Schedules
Pathogen analysis will be completed at intervals of every 20,000 tons of compost produced or once
every six months, whichever comes first. These samples will be composited and forwarded to a
laboratory for pathogen analysis.
Analysis for foreign matter, inerts, and total metals will be completed at intervals of every 20,000 tons
of compost produced or once every six months, whichever comes first. Samples from each windrow
will be composited into a single batch sample until the testing interval is reached.
As previously stated, solid waste compost products will not be distributed until Camp Lejeune has
received approval from the solid waste division for its product and distribution scheme. To facilitate the
approval process, samples from the first composting windrow should be collected and analyzed
following the 15-day pathogen reduction period. These samples should be analyzed for pathogens,
foreign matter, inerts, and total metals. The analytical data should be forwarded to the solid waste
division. Sampling the first compost windrow will speed up the approval process and avoid a stockpile
of cured compost that cannot be distributed. Following initial approval from the solid waste division,
the testing schedule provided above should be followed. If the test data continues to comply with the
testing parameters, no additional approvals will be required from the solid waste division.
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4.5 Product Distribution
The soils at Camp Lejeune are primarily sand loam with limited topsoil resources. The finished compost
will serve as a continual source of material to enhance the soils within Camp Lejeune.
Camp Lejeune will produce compost that will meet the following three criteria:
Will meet the requirements of a Process to Further Reduce Pathogens (remain at temperatures of
at least 131' F for a minimum of 15 days with a minimum of 5 turns).
Contain a maximum of 6% (dry weight basis) of manmade inerts that are less than 1" in size.
Contain no more than the concentrations of the metals listed in 40 CFR 503.13(b)(3) and
referenced here in Table 6. Any compost that does not meet the metal requirements of 40 CFR
503 will not be land applied.
Table 3. Metal concentration Requirements
Metal
Concentration (mg/kg)
Arsenic
41
Cadmium
39
Chromium
1,200
Copper
1,500
Lead
300
Mercury
17
Nickel
420
Selenium
100
Zinc
2,800
The compost is ready for use when laboratory analytical results are received, verified to be below
regulatory criteria and initially approved by the solid waste division, and determined to be mature
enough for the intended end use. A general guideline indicating that compost is ready is when
temperatures of the composting mass remain less than 350 F above ambient air temperatures. It
should be understood that this is a guideline and could be misleading during the temperature extremes
seen in winter or summer months. Over time, operators should be able to judge whether or not
compost is mature enough for the end use. For example, compost used in flower beds needs to be
more mature than compost applied on tank trails.
The compost will be used as soil conditioner for amending soils on lawns, golf courses, recreational
fields, ranges, etc. In addition, it will be used to establish vegetation on marginal sites such as steeply
sloping banks.
Any compost produced which does not meet some required criteria may receive an exemption from a
particular requirement from the State if the intended use of the compost addresses any concerns. For
example, a compost which is high in one metal may be able to be used on a remote site of the base for
a one time application with no environmental or public health hazard.
This information sheet will be sent to the Solid Waste Division prior to distribution for approval. Copies
of an information sheet will be posted at information centers on base and sent to base maintenance
offices.
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5. Odor Control Plan
5.1 Odor sources
Potential odor feed stocks for the composting operation will include food waste, yard waste, and
manure from base stables.
5.2 On -site conditions
The compost facility is located aboard MCB Camp Lejeune on the eastern coast of North Carolina, The
lots adjacent to the compost facility serve industrial purposes, including the Base Landfill , training
areas, and hazardous waste sites. The nearest non -industrial location is a military housing building and
is over a thousand feet from the compost facility perimeter.
This region is characterized by short, mild winters and long, hot summers generally characterize
climatic conditions. Average annual net precipitation is approximately 54 inches. Ambient air
temperatures generally range from 37 to 60 degrees Fahrenheit (°F) in the winter months and 717 to
88°F during the summer months. Winds are generally south -southwesterly in the summer and north -
northwesterly in the winter.
5.3 Site odor monitoring plan
Odor determinations will be completed at the same time as temperature readings. Procedures for
making moisture and odor determinations will be evaluated by the following terms: ammonia, rotten
eggs, musty, and earthy. Ammonia or rotten egg smells will indicate the need for additional bulking
agent and turning. A musty smell will indicate the need for additional moisture and turning. An earthy
smell indicates a healthy compost.
5.4 Odor comDlaint protocol
Odor complaints will be answered by the Recycling Program Manager. If odor complaints are received
odors will be managed as described in this section. Due to the location of this facility, odor complaints
are not expected.
5.5 Complaint record keeping
The Recycling Program Manager will maintain any complaint records for a minimum of five years.
Complaint records will be available for inspection by Division personnel during normal business hours
and will be sent to the Division upon request.
5.6 Odor control des
If compost is determined odorous, the windrows will be covered by a "blanket" of mature compost,
mulch, or woodchips. Nitrogen sources will be incorporated to reduce odors and reduce the migration
of nutrients when available. Preferred nitrogen sources will include manures to achieve a carbon to
nitrogen ratio of 30:1. Best management practices incorporated at this facility are described in sections
2.5 and 4.
6. Reports and Forms
6.1 Reporting Requirements
An annual report for the period July 1 to June 30 will be submitted to the Division by August 1 of each
year. As of 2018, annual reporting will be entered into a form on the NCDEQ website. Yearly totals of
solid waste received and composted are tracked by EMD for annual recycling reporting.
14

6.2 Record Keening Reauirements
The Recycling Program Manager maintains records for a minimum of five years. Records will be
available for inspection by Division personnel during normal business hours and will be sent to the
Division upon request.
• Daily operational records will be maintained, which include, at a minimum, temperature data
(length of the composting period) and quantity of material processed;
• Analytical results on compost testing;
• The quantity, type and source of waste received;
• The quantity and type of waste processed into compost;
• The quantity of compost produced; and
• The quantity of compost removed for use or disposal, by product classification, and the market or
permitted disposal facility.
• In accordance with 15A NCAC 13B .1408(b)(6), all metals, nutrients, and pathogens data collected
during the calendar year running 1 July-30 June will be attached to the Compost Facility Annual
Report.
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7. Equipment Maintenance
This section contains the manufacturers' recommended maintenance schedules for the equipment
operating at the Solid Waste Composting Facility.
Equipment List:
1. Aeromaster PT-130 Compost Windrow Turner
2. 7610 John Deere Tractor
3. Aeromaster WT-1775 Water Trailer
Maintenance Schedules:
Table 4. Maintenance Schedule: Aeromaster PT-130 Compost Windrow Turner
Description
Daily
50 hr.
100 hr.
1000 hr
Procedure
Drum Bearings
X
Grease
PTO Shaft Joints
X
Grease
Rear Axle
X
Grease
Hydraulic Cylinder
Ends
X
Grease
Rocker Bearing
X
Grease
Hood Trailer Hinge
Joints
X
Grease
Tines
X
Repair or Replace
Hydraulic Hoses
X
Repair or Replace
Hydraulic Connections
X
Repair or Replace
Drum
X
Remove wrapped material
Hood, Drum, Tines
X
Remove any clinging compost
by running water system with
drum turning; pressure wash if
necessary
Wheel Hubs
X
Grease
Rear Axle Bolts
X
Repair or Replace
Tines
X
Insure length is greater than 8-
1/8"; Replace if Required
Gearbox
X
Change Oil
Tires
X
Check Pressure
Wheel Studs
X
Check Torque — 45 ft.lb.
Axle Housing
X
Check Torque — 45 ft.lb.
Drum Tine Bolts
X
Check Torque —110 ft.lb.
Wheel Lug Nuts
X
Check Torque — 85-100 ft.lb.
Wheel Bearings
X
Repack with Grease
Missing Parts
X
Replace if Required
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Table 5. Maintenance Schedule: 7610 John Deere Tractor
Description
Daily
As Required
Other Interval
Check Engine Oil and Coolant Levels
X
Drain Water separator (if equipped)
X
Check Transmission -Hydraulic Oil Level
X
Lubricate Rear Axle Bearings
X
Lubricate 2WD Front Wheel Bearings, Front Axle
Pivot Pin, Steering Spindles/Cylinder Ends and Tie
Rod Ends
X
Lubricate MFWD Tie Rod , King pins and Axle
Pivot
X
Lubricate front PTO Shaft
X
Check all Tires
X
Change Engine Oil and Filter
Every 250 Hours
Check Manual Brakes
Every 250 Hours
Service Batteries and Drain Fuel Tank Sump
Every 250 Hours
Inspect Tractor for loose Bolts
Every 250 Hours
Check Neutral Start System and inspect Fire
Extinguisher
Every 250 Hours
Clean Operator enclosure Air Filters
Every 250 Hours
Lubricate Three -Point Hitch and lift Links and
Lubricate Rear Window Hinge
Every 250 Hours
Lubricate 2WD Front Axle Pivot Pin, Steering
Spindles/Cylinder Ends, and Tie Rod Ends
Every 250 Hours
Lubricate MFWD Tie Rod, Kingpins, and axle
pivot and check MFWD Axle Housing and Wheel
Hub Oil Level
Every 250 Hours
Check Front PTO Housing Oil Level and Lubricate
Front PTO Shaft
Every 250 Hours
Lubricate Rear Axle Bearings
Every 750 Hours
Check Air Intake System and Check Engine Idle
Speeds
Every 750 Hours
Add Coolant Conditioner
Every 750 Hours
Replace Transmission and Hydraulic Filter
Elements
Every 750 Hours
Clean Fuel Tank Vent Filter
Every 750 Hours
Change Transmission -Hydraulic Oil
Every 1500 Hours
Clean Hydraulic Oil Suction Screen
Every 1500 Hours
Change MFWD Hub and Axle Housing Oil
Every 1500 Hours
Check Fuel Injection Nozzles
Every 1500 Hours
Lubricate Draft Link Support Shaft Bushing
Every 1500 Hours
Check Belt Tensioner
Every 1500 Hours
Clean and Repack Front Wheel Bearings
Every 1500 Hours
Change Front PTO Housing Oil
Every 1500 Hours
Adjust Engine Valve Clearance
Every 2000 Hours
Replace Primary and Secondary Air Cleaner
Elements
Annual
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Table 5. Maintenance Schedule: 7610 John Deere Tractor
Description
Daily
As Required
Other Interval
Replace Operator Enclosure Air Filters
Annual
Lubricate PTO Shaft
Annual
Drain, Flush, and Refill Engine Cooling System
Every Two Years
Replace Thermostats
Every Two Years
Replace Engine Crankshaft Damper
Every 4500 Hours
Or Five Years
Replace Transmission and Hydraulic Filter
Elements
X
Replace Fuel Prefilter and Filter Elements
X
Replace Water Separator Element
X
Bleed Fuel System
X
Bleed Brakes
X
Check Engine Department for Debris
X
Clean Radiator and Oil -Cooler Condenser
X
Service Air Pre -Cleaner and Cleaner
X
Replace Fan Belt
X
Replace and Adjust Lights
X
Replace Fuses and Relays
X
Service Air Conditioner
X
Table 6. Maintenance Schedule: Aeromaster WT-1775 Water Trailer
Description
Daily
50 hr.
100 hr.
1000 hr
Procedure
Axle
X
Grease
Hydraulic Hoses
X
Repair or Replace
Hydraulic Connections
X
Repair or Replace
Tank
X
Inspect Integrity
Rear Axle Bolts
X
Repair or Replace
Tires
X
Check Pressure
Wheel Lug Nuts
X
Check Torque — 85-100 ft.lb.
Missing Parts
X
Replace if Required

MCIEAST-MCB Camp Lejeune- Treatment and Processing Facility
Operation Plan
1. Introduction
Established in May 1941, Marine Corps Base (MCB), Camp Lejeune provides specialized training to
prepare troops for amphibious and land combat operations. Today MCB, Camp Lejeune occupies
153,000 acres with a diverse array of ecosystems composed of wildlands, urban areas, and surface
water resources. Over 100,000 acres of land are in forests and other wildlands. Water resources
include approximately 11 miles of beach on the Atlantic Ocean and 26,000 acres of estuaries containing
the New River, Intercoastal Waterway and associated streams and marshes. In addition to the 450
miles of roads and 50 miles of railroads, on -base mission support facilities include a 15MGD Advanced
Wastewater Treatment plant, five water treatment plants, a Subtitle D Municipal Solid Waste (MSW)
landfill, and over 6,800 buildings and facilities supporting 144,000 Marines, Sailors, and their families.
The Base houses six major Marine Corps commands and two Navy commands. Marine Corps Air
Station (MCAS), New River is stationed within the boundaries of Camp Lejeune.
2. General Information
2.1 Location and Size
MCB, Camp Lejeune's Treatment and Processing (T&P) Facility (Permit No. 67-11) is located on Piney
Green Road across from the Base Subtitle D MSW Landfill. This facility covers approximately 11 acres
of land and includes a storm water detention pond located near the southwest corner of the fence line
within the facility boundary. The detention pond is permitted through the North Carolina Department
of Environmental Quality (NCDEQ), Division of Water Quality (Permit # SW8 980401).
The T&P Facility was developed in a previously disturbed area where it has no effect on wetlands or
endangered species. In addition, this facility is located outside the FEMA 100 year flood hazard area.
2.2 Materials
List of materials proposed to be received:
a. Green tree debris (stumps, logs, and limbs)
b. Yard waste* (leaves, pine straw, yard clippings, tree maintenance)
c. Dry wood waste (lumber, pallets, plywood)
d. Inert Debris (brick, block, concrete)
e. Recyclables (plastic, metals, glass, aluminum, and fired brass)
*Yard waste is diverted to the adjacent Compost Facility (Permit No. 6710-COMPOST-1999)
2.3. Capacity
Estimated amount of material processed per week (based on 2019 totals):
a. Wood waste avg/week 71 Tons
b. Yard waste avg/week 568 Tons
c. Inert Debris avg/week 493 Tons
d. Recyclables avg/week 140 Tons
3. Treatment and Processing Operation
The T&P Facility will be operated in accordance with the permit and operational plan. A copy of the
plans, permit, and operational reports will be maintained in Building No. 982 in the landfill offices,
19

across the street from the T&P Facility. The conditions of the permit to operate and the maintenance
criteria on the approved plans will be followed
3.1 Access and Security
Access to the T&P Facility will be controlled. The facility will be open Monday through Friday between
the hours of 7:00 a.m. and 3:00 p.m. except for holidays and base closures. During operation, an
operator will be on duty to ensure compliance with operational requirements. The site will be secured
by means of lockable gates and fences to provide protection from unauthorized entry.
The T&P Facility will be accessed through Piney Green Road. The entrance allows for safe and orderly
traffic flow into and out of the facility. The road to and from the site is constructed of aggregate base
course for all weather access. Any rutting or damage will be repaired on an as needed basis.
3.2 Sign Requirements
A sign providing information on waste that can be received, the hours during which the site is open for
public use, the permit number and other pertinent information will be posted at the site entrance. The
sign will include a statement that no hazardous waste, asbestos containing waste or medical waste can
be received at the site.
Figure 3 Entry Sign
Standard NCDOT traffic signs/markers (not shown) will be provided as necessary to promote an orderly
traffic pattern to and from the discharge area and to maintain efficient operating conditions. Signs will
instruct drivers to wait for the attendant and dump loads as directed by the attendant. An example sign
is provided below.
20

TREATMENT & PROCESSING LOT
BEFORE PASSING THE SCALE,
CHECK IN WITH ATTENDANT
LOT HOURS: 0700-1400
CONTACT RECYCLING CENTER
POC: AT 451-4214
Figure 4 Attendant check -in sign.
3.3 Receiving
All vehicles with material must first stop at the scale house located at the Subtitle D MSW Landfill on
Piney Green Road for security check -in, inspection, and to be weighed. Personnel at the weigh station
will ensure that all material has been sorted and that each load contains only material that is accepted
at the T&P Facility. Each driver will be provided a weight ticket that must be presented to personnel
for entry into the facility. From here personnel will direct all vehicles to the proper unloading area.
After the material is unloaded, all vehicles will return back to the scale so that the net weight of each
load can be recorded. This procedure is done only the first time a new truck is weighed. Once the
truck's "tare weight" has been determined, this and other information is saved in the scale's database,
which requires each truck to pass through just once.
3.4 Processine. Handline and Stora
Debris is sorted, ground/chipped and utilized on Base by Department of Defense (DoD) and military
staff or contracted. Piles that contain acceptable compost materials that generate temperatures in
excess of 110 degrees Fahrenheit will be relocated to the adjacent compost facility. With the exception
of inert debris, materials are received, processed and utilized normally within 120 days from receipt.
To ensure that material is processed in a timely manner, Base contracts require the use of adequate
equipment to handle the amount of waste received at the T&P Facility. Contract lengths should be
extended to promote continuous processing of materials.
Materials derived from engineered wood products are sampled for formaldehyde before they are
distributed to the public. Sampling takes place as materials are available and results are submitted to
the NCDENR, Division of Waste Management. "Grab samples" are taken to get an accurate
representation of each pile and are collected from the top, middle, and bottom of each accumulated
chipped material pile. Sampling protocol is carried out using SW-846 methodology.
Inert debris is collected on -site until approximately 75% of the allotted area is occupied. Once this
volume of inert debris has accumulated, the material is processed by contractors via a hammer mill
system. Contract specifications place responsibility on the contractor to provide dust control measures
while the processing equipment is operating. In addition, Calcium Chloride (CaC12) is applied
periodically to heavy traffic areas in an effort to control dust.
Recyclables will be collected on -site and placed in containers or baled awaiting pickup.
All waste material and processed material is maintained at least 50 feet from the facility boundary
lines. Ground and unground piles are not to exceed 30 feet in height or 50 feet in width with unlimited
length.
21

Boundaries are checked periodically for litter. This includes the storm water detention pond and the
surrounding area. Inspections are also performed on the storm water pond at least once a year in an
effort to minimize vegetation intrusion and erosion, and to ensure the pond is functioning properly.
3.5 Surface Water
Equipment on -site is utilized for grading of surface areas to preclude ponding of water around the
facility and the on -site storm water detention pond captures run off.
3.6 Erosion Control
Adequate erosion control measures will be practiced to prevent on -site erosion and to control the
movement of soil or debris from the site. This shall consist primarily of maintaining the grassed and
aggregate base course areas.
3.7 Daily Maintenance
When the facility is opened at 7:00 Monday through Friday it will be checked for general cleanliness
and loose debris will be picked up. All collected debris will be disposed of in the Camp Lejeune landfill
located across the street from the T&P Facility.
During the routine operation of the T&P Facility, debris will be collected and disposed of at the landfill.
In addition, all wind-blown debris will be collected from the fence lines and disposed of at the landfill.
3.8 Safety
All OSHA regulations will be strictly adhered to.
All equipment will be operated in accordance with manufactures written instructions. All safety devices
will remain in place. All manufacturer precautions will be understood by all operators. Hearing
protection will be worn when operating equipment.
No open burning will be allowed within the T&P Facility. Hot or smoldering ash will be diverted away
from the facility.
3.9 Air Pollution
In the event that particulates from waste become a nuisance and/or visible to the naked eye, the
problem area will be moistened with an on -site water hose or water truck by the equipment operator
or QRP Manager.
3.10 Noise
Noise will not be considered a problem due to the industrial nature of the area. Additionally, the
working hours of 7:00 a.m. to 3:00 p.m., Monday through Friday, will limit the generation of noise to a
period when ambient noise is high due to the adjacent Subtitle D MSW Landfill Facility.
3.11 Vectors
If vectors are encountered at the T&P Facility, the contributing cause for their presence will be
eliminated. All wind-blown trash, debris or putrescible waste will be collected and deposited in an on -
site waste can and disposed in the Base Subtitle D MSW Landfill Facility.
3.12 Odors
No odors are anticipated from the operations of the T&P Facility but if encountered, the contributing
cause for their presence will be eliminated.
22

3.13 Snow
The on -site personnel will close the facility for material acceptance until the snow melts.
3.14 Traffic Patterns
On -site personnel, including the QRP Manager and equipment operator, will direct traffic within the
facility if the signs are not followed. If congestion occurs due to persons unfamiliar with the operation
of the facility, the persons will be instructed as to the proper traffic patterns and directed to leave and
reenter the facility in the correct direction or if space permits they will be maneuvered within the
facility.
3.15 Non -conforming Waste
Non -conforming waste will be refused. If the non -conforming waste is observed after the load has been
dumped, the driver of the truck will be directed to reload the truck with the front-end loader, and the
load will be refused. If the quantity of non -conforming waste is very small the equipment operator or
delivery truck driver will handpick the non -conforming waste from the pile and deposit it into an on -
site waste can.
3.16 Spills
In the event that a spill of a hazardous nature occurs on the T&P Facility, the equipment operator will
immediately notify the QRP Manager who call 911. Camp Lejeune Emergency Services will work with
Base Environmental Management Division (EMD) to contact Local and State agencies as required. If the
spill is a hazardous chemical or unknown substance, the QRP Manager or equipment operator will
instruct all persons within the enclosure to vacate the premises immediately and notify by dialing 911.
3.17 Fires
In the event that a wood, cloth, paper or other Class A fire occurs, the Base Fire Department at Camp
Lejeune will be notified by dialing 911, and water from the adjacent yard spigot and/or fire hydrant will
be used to extinguish the fire. In the event a minor (small) fire composed of gasoline, oil, paint, grease
or other Class B fire occurs, the Base Fire Department at Camp Lejeune will be notified and then a
multi -purpose dry chemical ABC rated fire extinguisher will be used to extinguish the blaze by the
equipment operator, QRP Manager or other on -site personnel. In the event that a Class B or C fire
occurs, which is outside the capacity of a hand held fire extinguisher, the Base Fire Department at
Camp Lejeune will be immediately notified and all personnel will be evacuated from the facility. The
Base Fire Department can be reached by dialing 911. NCDEQ will also be notified within 24 hours of
the fire and a Fire Occurrence Report will be submitted.
4. Recyclability
4.1 Non -Recyclable Material
Non -Recyclable materials will be sorted, placed into proper on -site solid waste containers and disposed
of within the Base Subtitle D MSW Landfill Facility on Base. Solid waste containers are designed
specifically for easy accessibility. Therefore, their location will vary depending on where they are
needed.
4.2 Proposed uses of Recycled Material
Recyclables such as metals and plastic will be collected and sold as commodities with the proceeds
returning to the Qualified Recycling Program. These funds are used to sustain recycling and pollution
prevention initiatives for the installation.
23

Inert debris is used in erosion control projects and tank trail upgrades throughout the Base. Woodchips
and mulch are available for active duty military, dependents, retired military and civilian employees
free of charge. In addition, this material is used to improve Base aesthetics through
landscaping/horticulture projects. Woodchips are used by military units for mission purposes (training
or exercises), and the remaining material is sold to companies who burn it as fuel.
5. Personnel Responsibilities and Descriptions
Facility Owner:
Commanding General Person Responsible for Daily Operations:
MCIEAST-MCB CAMLEJ Gary Denson
PSC Box 20004 Qualified Recycling Program Manager
Camp Lejeune, NC 28542 Public Works Division
[phone]
Qualified Recycling Program Manager
The QRP Manager has the daily oversight responsibility for delivery of T&P materials to the site, daily
equipment operation and screening, monitoring and sampling of materials at the Facility.
Equipment Operator
The equipment operator is responsible for distribution of the T&P materials at the site: as well as
operation of the water wagon and tractor. The materials handler is responsible for maintaining a daily
log to record material inventories and reporting any significant abnormalities immediately to the QRP
manager.
P2 Program Manager
The Pollution Prevention (132) program manager has general oversight responsibility for preparation of
Annual SWMP and reviewing monitoring and sampling results to determine compliance with
Regulatory requirements.
All T&P Personnel
All T&P personnel are responsible for material acceptance.
6. TraininB
Personnel who are employed in the service by MCB Camp Lejeune will be instructed by Camp Lejeune
to conduct their duties as per standard protocol.
All persons who will be responsible for the operations of the T&P Facility will be instructed to comply
with Camp Lejeune standard operating procedures. This will include reading the operation and
maintenance manual as well as the equipment operating instructions. Camp Lejeune may appoint a
person familiar with T&P operations to train new T&P Facility personnel.
Personnel responsible for the daily operations of the T&P Facility will be trained by personnel familiar
with the appropriate procedures. Camp Lejeune may, at its discretion, employ outside consultants as
required. When remedial or corrective actions are required which are new or unfamiliar to this Facility,
the action taken and results will be noted in the daily log for future reference.
24

Personnel will be instructed by Camp Lejeune to comply with standard safety procedures. In addition,
the base safety office will instruct personnel to comply with applicable OSHA requirements. Camp
Lejeune may send personnel to fire and safety training classes when offered.
7. Equipment
This section contains recommendations made by the manufacturers for the equipment required to
operate the T&P Facility.
Equipment List:
1. 7610 John Deere Tractor
2. D-6 RLGP Caterpillar Dozer
3. 962H Caterpillar Wheel Loader
4. Link -Belt Scrapmaster 6000
5. 345C Caterpillar Excavator
25

Maintenance Schedules:
Table 7. Maintenance Schedule: 7610 John Deere Tractor
Description
Daily
As Required
Other Interval
Check Engine Oil and Coolant Levels
X
Drain Water separator (if equipped)
X
Check Transmission -Hydraulic Oil Level
X
Lubricate Rear Axle Bearings
X
Lubricate 2WD Front Wheel Bearings, Front Axle
Pivot Pin, Steering Spindles/Cylinder Ends and
Tie Rod Ends
X
Lubricate MFWD Tie Rod, King pins and Axle
Pivot
X
Lubricate front PTO Shaft
X
Check all Tires
X
Change Engine Oil and Filter
Every 250 Hours
Check Manual Brakes
Every 250 Hours
Service Batteries and Drain Fuel Tank Sump
Every 250 Hours
Inspect Tractor for loose Bolts
Every 250 Hours
Check Neutral Start System and inspect Fire
Extinguisher
Every 250 Hours
Clean Operator enclosure Air Filters
Every 250 Hours
Lubricate Three -Point Hitch and lift Links and
Lubricate Rear Window Hinge
Every 250 Hours
Lubricate 2WD Front Axle Pivot Pin, Steering
Spindles/Cylinder Ends, and Tie Rod Ends
Every 250 Hours
Lubricate MFWD Tie Rod, Kingpins, and axle
pivot and check MFWD Axle Housing and Wheel
Hub Oil Level
Every 250 Hours
Check Front PTO Housing Oil Level and Lubricate
Front PTO Shaft
Every 250 Hours
Lubricate Rear Axle Bearings
Every 750 Hours
Check Air Intake System and Check Engine Idle
Speeds
Every 750 Hours
Add Coolant Conditioner
Every 750 Hours
Replace Transmission and Hydraulic Filter
Elements
Every 750 Hours
Clean Fuel Tank Vent Filter
Every 750 Hours
Change Transmission -Hydraulic Oil
Every 1500 Hours
Clean Hydraulic Oil Suction Screen
Every 1500 Hours
Change MFWD Hub and Axle Housing Oil
Every 1500 Hours
Check Fuel Injection Nozzles
Every 1500 Hours
Lubricate Draft Link Support Shaft Bushing
Every 1500 Hours
Check Belt Tensioner
Every 1500 Hours
91

Table 7. Maintenance Schedule: 7610 John Deere Tractor
Description
Daily
As Required
Other Interval
Clean and Repack Front Wheel Bearings
Every 1500 Hours
Change Front PTO Housing Oil
Every 1500 Hours
Adjust Engine Valve Clearance
Every 2000 Hours
Replace Primary and Secondary Air Cleaner
Elements
Annual
Replace Operator Enclosure Air Filters
Annual
Lubricate PTO Shaft
Annual
Drain, Flush, and Refill Engine Cooling System
Every Two Years
Replace Thermostats
Every Two Years
Replace Engine Crankshaft Damper
Every 4500 Hours
Or Five Years
Replace Transmission and Hydraulic Filter
Elements
X
Replace Fuel Prefilter and Filter Elements
X
Replace Water Separator Element
X
Bleed Fuel System
X
Bleed Brakes
X
Check Engine Department for Debris
X
Clean Radiator and Oil -Cooler Condenser
X
Service Air Pre -Cleaner and Cleaner
X
Replace Fan Belt
X
Replace and Adjust Lights
X
Replace Fuses and Relays
X
Service Air Conditioner
X
27

Table 8. Maintenance Schedule: D-6 RLGP Caterpillar Dozer
Description
Recurrence
Backup Alarm - Test
Every 10 Service Hours or Daily
Brakes, Indicators and Gauges - Test
Every 10 Service Hours or Daily
Cab Filter (Fresh Air) - Clean/Inspect/Replace
Every 10 Service Hours or Daily
Cooling System Coolant Level - Check
Every 10 Service Hours or Daily
Engine Oil Level - Check
Every 10 Service Hours or Daily
Fuel System Water Separator - Drain
Every 10 Service Hours or Daily
Hydraulic System Oil Level - Check
Every 10 Service Hours or Daily
Seat Belt - Inspect
Every 10 Service Hours or Daily
Transmission System Oil Level - Check
Every 10 Service Hours or Daily
Cab Filter (Recirculation) - Clean/Inspect/Replace
Every 50 Service Hours or Weekly
Ripper Linkage and Cylinder Bearings - Lubricate
Every 50 Service Hours or Weekly
Track Pins - Inspect
Every 50 Service Hours or Weekly
Trunnion Bearing - Adjust
Initial 100 Service Hours
Cooling System Coolant Sample (Level 1) - Obtain
Every 250 Service Hours
Angle Blade Manual Tilt Brace - Lubricate
Every 250 Service Hours or Monthly
Belts - Inspect/Adjust/Replace
Every 250 Service Hours or Monthly
Bulldozer - Lubricate
Every 250 Service Hours or Monthly
Engine Oil Sample - Obtain
Every 250 Service Hours or Monthly
Equalizer Bar Center Pin - Lubricate
Every 250 Service Hours or Monthly
Equalizer Bar End Pins Oil Level - Check
Every 250 Service Hours or Monthly
Final Drive Oil Level - Check
Every 250 Service Hours or Monthly
Fuel Tank Water and Sediment - Drain
Every 250 Service Hours or Monthly
Pivot Shaft Oil Level - Check
Every 250 Service Hours or Monthly
Track - Check/Adjust
Every 250 Service Hours or Monthly
Winch Fairlead Rollers - Lubricate
Every 250 Service Hours or Monthly
Winch Oil Level - Check
Every 250 Service Hours or Monthly
Cooling System Coolant Sample (Level 2) - Obtain
Initial 500 Service Hours
Winch Oil and Breather - Check
Initial 500 Service Hours
Cooling System Coolant Sample (Level 2) - Obtain
Every 500 Service Hours
Final Drive Oil Sample - Obtain
Every 500 Service Hours
Hydraulic System Oil Sample - Obtain
Every 500 Service Hours
Transmission System Oil Sample - Obtain
Every 500 Service Hours
Engine Crankcase Breather - Clean
Every 500 Service Hours or 3 months
Engine Oil and Filter - Change
Every 500 Service Hours or 3 months
Fuel System Secondary Filter - Replace
Every 500 Service Hours or 3 months
Fuel System Water Separator Element - Replace
Every 500 Service Hours or 3 months
Fuel Tank Cap Filter and Strainer - Replace/Clean
Every 500 Service Hours or 3 months
Hydraulic System Oil Filter - Replace
Every 500 Service Hours or 3 months
Recoil Spring Compartment Oil Level - Check
Every 500 Service Hours or 3 months
Transmission Breather -Clean
Every 500 Service Hours or 3 months
Window Wipers - Inspect/Replace
Every 500 Service Hours or 3 months
W.

Table 8. Maintenance Schedule: D-6 RLGP Caterpillar Dozer
Description
Recurrence
Engine Valve Lash - Check/Adjust
Initial 1000 Service Hours
Battery - Inspect
Every 1000 Service Hours or 6 months
Lift Cylinder Yoke Bearings - Lubricate
Every 1000 Service Hours or 6 months
ROPS and FOPS - Inspect
Every 1000 Service Hours or 6 months
Torque Converter Scavenge Screen - Clean
Every 1000 Service Hours or 6 months
Transmission Breather - Replace
Every 1000 Service Hours or 6 months
Transmission Scavenge Screen - Clean
Every 1000 Service Hours or 6 months
Transmission System Oil - Change
Every 1000 Service Hours or 6 months
Transmission System Oil Filter - Replace
Every 1000 Service Hours or 6 months
Winch Oil and Breather - Change/Clean
Every 1000 Service Hours or 6 months
Final Drive Oil - Change
Every 2000 Service Hours or 1 Year
Hydraulic System Oil - Change
Every 2000 Service Hours or 1 Year
Track Roller Frame Guides - Inspect
Every 2000 Service Hours or 1 Year
Cooling System Coolant Sample (Level 2) - Obtain
Every Year
Engine Air Filter Secondary Element - Replace
Every Year
Refrigerant Dryer - Replace
Every Year
Seat Belt - Replace
Every 3 Years After Date of Intallation or
Every 5 Years After Date of Manufacture
Cooling System Coolant Extender - Add
Every 6000 Service Hours or 3 Years
Cooling System Water Temperature Regulator -
Replace
Every 6000 Service Hours or 3 Years
Engine Valve Lash - Check/Adjust
Every 6000 Service Hours or 4 Years
Cooling System Coolant (ELC) - Change
Every 12000 Service Hours or 6 Years
Cutting Edges and End Bits - Inspect/Replace
As Required
Engine Air Filter Primary Element - Clean/Replace
As Required
Engine Air Filter Secondary Element - Replace
As Required
Engine Air Precleaner - Clean
As Required
Ether Starting Aid Cylinder - Replace
As Required
Front Idler Position - Check
As Required
Fuel System - Prime
As Required
Fuses and Circuit Breakers - Replace/Reset
As Required
Oil Filter - Inspect
As Required
Radiator Core - Clean
As Required
Radiator Pressure Cap - Clean/Replace
As Required
Ripper Tank and Shank Protector - Inspect/Replace
As Required
Trunnion Bearing - Adjust
As Required
Winch Wire Rope - Install
As Required
Window Washer Reservoir - Fill
As Required
Windows - Clean
As Required
29

Table 9. Maintenance Schedule: 926H Caterpillar Wheel Loader
Description
Recurrence
Backup Alarm - Test
Every 10 Service Hours or Daily
Cooling System Coolant Level - Check
Every 10 Service Hours or Daily
Engine Oil Level - Check
Every 10 Service Hours or Daily
Fuel System Primary Filter (Water Separator) -
Drain
Every 10 Service Hours or Daily
Hydraulic System Oil Level - Check
Every 10 Service Hours or Daily
Quick Coupler - Check
Every 10 Service Hours or Daily
Seat Belt - Inspect
Every 10 Service Hours or Daily
Transmission System Oil Level - Check
Every 10 Service Hours or Daily
Windows - Clean
Every 10 Service Hours or Daily
Bucket Lower Pivot Bearings - Lubricate
Every 50 Service Hours or Weekly
Cab Air Filet - Clean/Replace
Every 50 Service Hours or Weekly
Fuel Tank Water and Sediment - Drain
Every 50 Service Hours or Weekly
Tire Inflation - Check
Every 50 Service Hours or Weekly
Axle Oscillation Bearings - Lubricate
Every 100 Service Hours or 2 Weeks
Bucket Linkage and Loader Cylinder Bearings -
Lubricate
Every 100 Service Hours or 2 Weeks
Bucket Upper Pivot Bearings - Lubricate
Every 100 Service Hours or 2 Weeks
Logging Fork Clamp - Lubricate
Every 100 Service Hours or 2 Weeks
Steering Cylinder Bearings - Lubricate
Every 100 Service Hours or 2 Weeks
Engine Valve Lash - Check
Initial 250 Service Hours
Transmission Oil Filter - Replace
Initial 250 Service Hours
Cooling System Coolant Sample (Level 1) - Obtain
Every 250 Service Hours
Engine Oil Sample - Obtain
Every 250 Service Hours
Battery - Clean
Every 250 Service Hours or Monthly
Belt - Inspect/Adjust/Replace
Every 250 Service Hours or Monthly
Brake Accumulator - Check
Every 250 Service Hours or Monthly
Braking System - Test
Every 250 Service Hours or Monthly
Differential and Final Drive Oil Level - Check
Every 250 Service Hours or Monthly
Drive Shaft Spline (Center) - Lubricate
Every 250 Service Hours or Monthly
Engine Oil (High Speed) and Oil Filter - Change
Every 250 Service Hours or Monthly
Quick Couplet - Lubricate
Every 250 Service Hours or Monthly
Engine Oil and Filter - Change
Every 250 Service Hours or 3 Months
Pallet Fork - Lubricate
Every 250 Service Hours or 3 Months
Steering Column Play - Check
Every 250 Service Hours or 3 Months
Transmission Oil Filter - Replace
Every 500 Service Hours
Differential and Final Drive Oil Sample - Obtain
Every 500 Service Hours or 3 months
Engine Crankcase Breather - Clean
Every 500 Service Hours or 3 months
Engine Oil (High Speed) and Oil Filer - Change
Every 500 Service Hours or 3 months
Engine Oil and Filter - Change
Every 500 Service Hours or 3 months
0

Table 9. Maintenance Schedule: 926H Caterpillar Wheel Loader
Description
Recurrence
Fuel System Primary Filter (Water Separator)
Element - Replace
Every 500 Service Hours or 3 months
Fuel System Secondary Filter - Replace
Every 500 Service Hours or 3 months
Fuel Tank Cap and Strainer - Clean
Every 500 Service Hours or 3 months
Hydraulic System Biodegradable Oil Filter Element -
Replace
Every 500 Service Hours or 3 months
Hydraulic System Oil Filter - Replace
Every 500 Service Hours or 3 months
Hydraulic System Oil Sample - Obtain
Every 500 Service Hours or 3 months
Transmission Oil Sample - Obtain
Every 500 Service Hours or 3 months
Articulation Bearings - Lubricate
Every 1000 Service Hours or 6 months
Battery Hold -Down - Tighten
Every 1000 Service Hours or 6 months
Case Drain Screen (Strainer) (Steering Pump,
Hydraulic Fan Pump, Motor) - Clean
Every 1000 Service Hours or 6 months
Drive Shaft Universal Joints - Lubricate
Every 1000 Service Hours or 6 months
Roading Fender Hinges - Lubricate
Every 1000 Service Hours or 6 months
Rollover Protective Structure (ROPS) - Inspect
Every 1000 Service Hours or 6 months
Steering Pilot Oil Screen (Command Control
Steering) - Clean/Replace
Every 1000 Service Hours or 6 months
Transmission Oil - Change
Every 1000 Service Hours or 6 months
Brake Discs - Check
Every 2000 Service Hours or 1 Year
Differential and Final Drive Oil - Change
Every 2000 Service Hours or 1 Year
Engine Valve Lash - Check
Every 2000 Service Hours or 1 Year
Engine Valve Rotators - Inspect
Every 2000 Service Hours or 1 Year
Hood Tilt Actuator - Lubricate
Every 2000 Service Hours or 1 Year
Hydraulic System Oil - Change
Every 2000 Service Hours or 1 Year
Hydraulic Tank Breaker Relief Valve - Clean
Every 2000 Service Hours or 1 Year
Service Brake Wear Indicator - Check
Every 2000 Service Hours or 1 Year
Steering Column Spline (Command Control
Steering) - Lubricate
Every 2000 Service Hours or 1 Year
Cooling System Coolant Sample (Level 2) - Obtain
Every Year
Receiver Dryer (Refrigerant) - Replace
Every Year
Steering Column Spline (HMU Steering) - Lubricate
Every 3000 Service Hours
Seat Belt - Replace
Every 3 Years After Date of Installation or
Every 5 Years After Date of Manufacture
Drive Shaft Support Bearing - Lubricate
Every 5000 Service Hours
Cooling System Coolant Extender (ELC) - Add
Every 6000 Service Hours or 3 Years
Cooling System Water Temperature Regulator -
Replace
Every 6000 Service Hours or 6 Years
Cooling System Coolant (ELC) - Change
Every 12000 Service Hours or 6 Years
Automatic Lubrication Grease Tank - Fill
As Required
Battery or Battery Cable - Inspect/Replace
As Required
31

Table 9. Maintenance Schedule: 926H Caterpillar Wheel Loader
Description
Recurrence
Bucket Cutting Edges - Inspect/Replace
As Required
Bucket Hinge and Lift Arm Clearance Shims -
Inspect/Adjust/Replace
As Required
Bucket Tips - Inspect/Replace
As Required
Camera - Clean
As Required
Circuit Breakers - Reset
As Required
Engine Air Filter Primary Element - Clean/ Replace
As Required
Engine Air Filter Secondary Element - Replace
As Required
Ether Starting Aid Cylinder - Replace
As Required
Fuel System - Prime
As Required
Fuses - Replace
As Required
High Intensity Discharge Lamp (HID) - Replace
As Required
Oil Filter - Inspect
As Required
Radiator Core - Clean
As Required
Ride Control Accumulator - Check
As Required
Secondary Steering - Test
As Required
Window Washer Reservoir - Fill
As Required
Window Wiper - Inspect/Replace
As Required
32

Figure 5. Maintenance Schedule: Link -Belt Scrapmaster 6000 (page 1)
(Items below should be inspected every 8 hours or daily.)
Crane
Preventive Maintenance Checklist (page 1 of3)
r Comments: r % f' 0
Note: The items below should be inspected during a typical preventive maintenance check. Additional
checklist items may be required depending on equipment or circumstances.
Gene
❑ shrcl metal
❑ guards & covers
❑ exlcmal lights
Q safely l seaming decals & labels
❑ hand signal chart
priver's- Cab ,un41 Station:
❑ grab rails & sleps
❑ glass
❑ svWshield stripers
❑ dour restraints
❑ mirrors
Q fire extinguisher
❑ seat restrainl(s)
❑ seat U11(s)
❑ parking brake
❑ air pressure
❑ in5tmRICHIS & gauges
❑ sxitubes
❑ flora
❑ lights :I-
0 steering
❑engine clutch
❑ accelerator
❑ brake
Carrier power Plant 0Q%TPfl:
❑ exhaust system guards & insuialors
0 bells & hoses
U guards 1 rovers
Carric:
❑ transmission
❑ drive line
❑ tires, 1 Wheels
❑ main frame members
❑ to draulic hoses, tubing & fittings
❑ hydraulic fluid level
❑ anti-skid surface
IJ axle lurk -oat
U backup aiarus
Qutrieeers:
❑ boxes
❑ beams
Q Cylinders
Q floats l pads
0 hydraulic hoses, tubes & fittings
❑ holding valves
❑ position locks
U wanwsg signs
rotor'
❑ grab rails 1 steps 1 platfonns
❑ anti-skid surfaces
❑ glass
U windshield wipers
U door restmint
U frreextinguislter
Cl lahrors
Q seas restraint
Q seat belt
C7 operator's manual
❑ operating instructions/ decals
❑ eleeiroculiou warning sign (inside)
❑ hand signal chart
❑ parking brake
❑ swing bake
Q positive swing kick
❑ controls - forces 1 movements
❑ accelerator ! throlllc control
❑ air pressure
U hydraulics
U hom 1 waming device
33

Figure 5. Maintenance Schedule: Link -Belt Scrapmaster 6000 (page 2)
(Items below should be inspected every 8 hours or daily.)
Crane
Preventive Maintenance Checklist. (page 2 of 3)
Comments;
NOW the items below should be inspected during a typical preventive maintenance check. Additional
checklist items may be required depending on equipincnt or circumstances.
Load Chart:
U perrou6guralion
❑ durable, legible, visible lions Oper:nor's Malian
❑ secured
5afety_Nvfces 1 one rational Aids:
U boom angle indicator
❑ boom length indicator
U main drum rotation indicator
❑ auxilliary drum rotation iadicator
❑ load moment indicator
U load iw;ght indicator
U radius indicator
❑ crane level indicator
U anti -two block device
❑ two block warning 1 damage device
Power plant [Upucr);
❑ exhaust system 1 guards 1 insulalom
U Mfslhuses
❑ guards 1 covers 1 rotating and reciprocating parts
Rotating Upper Structure:
❑ turntable
U cleetrical cullectnrring
U counterweight tmrne
U hydraulic pump(s)
U hydraulic hoses 1 tubes I Gtlings
❑ hydraulic pressure
U electrical wiring
❑ main hoist - motor I Val ves 1 Tunes
❑ ;rain hoist - wrapping on drum
❑ main hoist - minimum (2) rape wraps
❑ auxiiNary hoist - motor 1 valves & lines
U auxilliary hoist - wrapping on drum
❑ au.¢iffiary hoist - minimum (2) rope wraps
d counterweight 1 inonnting
U swing gear box
❑ electrocution warning sign (outside)
❑ countenweight warning sign
Main Boom;
U lift cylinder(s)
❑ telescoping cyIinder(s)
U hydraulic hoses tubing & fillings
U holding device
❑ boom sections alignment
U wear pads
U equal extension
11 sheaves
U hoisi line dead end
❑ wire rope m oiner
❑ boom hinge pin
❑ booru head section
U auxiIliary boom head
❑ structure
iV[•ulual • 'nn:
❑ alignnicnt
❑ locking device
U structure
Laltio 132= UNtensio
❑ boom, cxtensfun alignment
❑ cords
❑ lattices
O end connections
❑ sturage device
O sheave(s)
❑ wire rope retauier
U structure
Z:
❑ positive stops
❑ sheave(s)
U wire rope retainer(s)
❑ structure
34

Figure 5. Maintenance Schedule: Link -Belt Scrapmaster 6000 (page 3)
(Items below should be inspected every 8 hours or daily.)
Crane
Preventive Maintenance Checklist (page 3 of 3)
Comments:
Note: The items below should be uispcctcd during a typical preventive maintenance check, Additional
checklist items may be required depending on equipment or circumstances.
_Main f.oad Black & Huuk-
i3 capacity marking
U «eightniarking
C) shea%vs
1-3 safety latches
Q 10° hook twist
L] 15%hook throat opening
0 ]O%hook wear
❑ s€rivcl
O bearing
Q wedge socket lend Ftiing
U reeving
1 NF)Tresults
( Werhaui Hu I l & 1 [
U capcily marking
U weight marking
�
U safety latches
t � 1 O° hook t{vist
U 15% hook €twat opening
U 10%hook wear
❑ S%V;Vcl
[3 bearing
1] wedge socket / cod fisting
f] NDT results
35

Figure 6. Maintenance Schedule: 345C Caterpillar Excavator (page 1)
Maintenance Interval Schedule -- 345C Excavator
'Interval
Maintenance
Adjustable Gage Undercarriage Frame - Lubricate
Air Conditioner/Cab Heater Filter (Recirculation) - Inspect/Replace
Battery - Recycle
Battery or Battery Cable - Inspect/Replace
Boom Base Pins - Lubricate
Bucket Linkage - Inspect/Adjust
Bucket Tips - Inspect/Replace
Cab Air Filter (Fresh Air) - Clean/Replace
Circuit Breakers - Reset
As or When Required
Counterweight Removal Chain - Inspect/Clean/Lubricate
Engine Air Filter Primary Element - Clean/Replace
Engine Air Filter Secondary Element - Replace
Engine Air Pre -cleaner - Clean
Ether Starting Aid Cylinder - Replace
Fuses - Replace
Oil Filter - Inspect
Track Adjustment - Adjust
Window Washer Reservoir - Fill
Window Wiper - Inspect/Replace
Windows - Clean
Every 10 Service Hours or
Daily for First 100 Hours
Boom, Stick and Bucket Linkage - Lubricate
Cooling System Coolant Level - Check
Engine Oil Level - Check
Fuel System Water Separator - Drain
Fuel Tank Water and Sediment - Drain
Every 10 Service Hours or
Hydraulic System Oil Level - Check
Daily
Indicators and Gauges - Test
g
Radiator Core - Clean
Seat Belt - Inspect
Track Adjustment - Inspect
Travel Alarm - Test
Undercarriage -- Check
W.

Figure 6. Maintenance Schedule: 345C Caterpillar Excavator (page 2)
Interval
Maintenance
Every 10 Service Hours or
Boom, Stick and Bucket Linkage -Lubricate
❑wily for Machines Used
Every 50 Service Hours or Weekly
in Severe Applications
Boom, Stick and Bucket Linkage - Lubricate
Every 100 Service Hours Hydraulic System Oil Filter (Case Drain) - Replace
of Continuous Hammer
L)se Hydraulic System ail Filter (Pilot) - Replace
lJ
initial 250 Service Hours
Every 250 Service Hours
Every 250 Service Hours
or Monthly
Every 250 Service Hours
of Partial Hammer Use
(50% of Service Hours)
Initial 500 Hours (for New
Systems, Refilled
Systems, and Converted
Systems)
Every 500 Service Hours
Every 500 Service Hours
or 3 Months
Engine Valve Lash and Fuel Injector Timing - Check
Final Drive Oil - Change
Hydraulic System Oil Filter (Case Drain) - Replace
Hydraulic System Oil Filter (Pilot) - Replace
Hydraulic System Oil Filter (Return) - Replace
Swing Drive Oil - Change
Cooling System Coolant Sample (Level 1) - Obtain
Engine Oil Sample - Obtain
Final Drive Oil Sample - Obtain
Swing Bearing - Lubricate
Adjustable Gage Undercarriage Frame - Lubricate
Belt - Inspect/Adjust/Replace
Condenser (Refrigerant) - Clean
Engine Oil and Filter - Change
Final Drive Oil Level - Check
Swing Drive Oil Level - Check
Hydraulic System Oil Filter (Case Drain) - Replace
Hydraulic System Oil Filter (Pilot) - Replace
Every 250 Service Hours of Continuous Hammer Use
Hydraulic System Oil Filter (Return) - Replace
Cooling System Coolant Sample (Level 2) - Obtain
Hydraulic System Oil Sample - Obtain
Swing Drive Oil Sample - Obtain
Engine Crankcase Breather- Clean
Engine Oil and Filter - Change
Fuel System - Prime
Fuel System Primary Filter (Water Separator) Element - Replace
Fuel System Secondary Filter - Replace
Fuel Tank Cap and Strainer - Clean
37

Figure 6. Maintenance Schedule: 345C Caterpillar Excavator (page 3)
Interval
Maintenance
Every 500 Service Hours
of Partial Hammer Use
Hydraulic System Oil Filter (Return) - Replace
(10% of Service Hours)
Every 600 Service Hours
of Continuous Hammer
Hydraulic System Oil - Change
Use
Battery- Clean
Battery Hold -Down - Tighten
Every 1000 Service Hours
Hydraulic System Oil Filter (Case Drain) - Replace
or6 Months
Hydraulic System Oil Filter (Pilot) - Replace
Hydraulic System Oil Filter (Return) - Replace
Swing Drive Oil - Change
Every 1000 Service Hours
of Partial Hammer Use
Hydraulic System Oil - Change
(50%of Service Hours)
Engine Valve Lash and Fuel Injector Timing - Check
Engine Valve Rotators - Inspect
Every 2000 Service Hours
Final Drive Oil - Change
or 1 Year
Hydraulic System Oil - Change
Refrigerant Dryer - Replace
Swing Gear - Lubricate
Every Year
Cooling System Coolant Sample (Level 2) - Obtain
Every 3 Years After Date
of Installation or Every 5
Years After Date of
Seat Belt -Replace
Manufacture
Every 4000 Service Hours
or 2 Years
Hydraulic System Oil - Change
Every 6000 Service Hours
or 3 Years
Cooling System Coolant Extender ELC
( ) - Add
Every 12,000 Service
Hours or 6 Years
Cooling System Coolant (ELC) - Change
W3

R Rarnrrk
All material will be categorized by type and recorded in tons and cy. The quantity and type of material
produced and the quantity and type of material distributed will also be recorded. The QRP Manager
maintain records for a minimum of five years. Records will be available for inspection by Division
personnel during normal business hours and will be sent to the Division upon request.
An annual report for the period July 1 to June 30 will be submitted to the Division by August 1 of each
year. As of 2018, annual reporting will be entered into a form on the NCDEQ website.
W

Appendix A - Concrete Pad Site Layout Diagram
Compost and Treatment and Processing Facility Layout. Marine Corps Base Camp Lejeune
COmpOSt Facility Sto Ie Staging & Maw
Staged FeedstarlLsr &2 Au FoatpnrrtIRDDASWIS
Grading Area La..anr
Nitrogen Sounres (tyrpj
- Mmrk"F.rg Wd
Wirdows 41] Fee[ ft— oar of Compost Leadrate C3dle�ar 9asin
pad and 2 feet from edge
3W .3W Concrete Pd )
RobG4Afi
nn�iey y� � 9' Chain Link Faroe
# Tr�tment 8 Processing Facility
58a6
� 1+16otl Chlp PmcwYg Pads
ors ��� Iry�aiorel
�� fl f 9c�e FtilEe
a• annr ear onux
Fadity IngresslEgress
w
{g
Sbffn atir UcErtn Pond W
2
Piney Green Rd Tnxgc Fkw (Tm-)
.. .. cmmye his
SUM Act
r�
Canaete Loading
Ramp
N
A
Legew
(D Environmental Monitoring Point
# Fire Hydrant
Wastewater Utility Line
— Water Utility Line
— Access controls (Fence)
Rail
Parking and Road Surfaces
0 Building
0 Water Feature
1 inch = 200 Feet
MMcanp LeJeune
F_ % I b1dNy map
Prepared by. Thomas Richard
E<)MMDK,F
Date; 3 September 261 g
Lsnw�add unn+�r renvmrc raansm awn
f3
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Appendix B - Compost Facility Design Capacity - Engineering Calculations
Compost Pad Dimensions: 300' x 300'
Windrow Dimensions: 12' x 80' x 6'
Windrow Spacing: 12' toe -to -toe Total space required: 24'/windrow
Concrete Pad Length: 300'
Buffer requirement: 25' buffer (x2) for emergency access (fire fighting equipment)
Linear footage available for windrow formation: 300'— 50' = 250'
250' - 247windrow = 10.42 windrows Space for 10 windrows available
Windrow volume: 2/3 x 12' x 80' x 6' = 5,760 cf = 142.2 cyd
Total Capacity: @ 10 windrows — Total capacity = 1,422 cyd/batch
Facility Capacity Limiting Factor: Windrow Capacity (Ample space available for feedstock storage)
Assumptions:
Average 26 days to meet temperature December -March
Average 3 days to meet temperature April -November
Waste stream receipts constant and homogenous
26 days to meet temperature + 15 day cure = 41 day maturity x 4 months
Yield: — 3 batches
3 days to meet temperature + 15 day cure = 18 day maturity x 8 months
Yield: — 13.3 batches
Design Capacity: 16.3 batches @ 1,422 cyd max/batch = 23,178 cyd capacity
Curing/Storage Capacity:
Assume angle of repose for product (granular organic), L 30'
Assume space available for 4 curing piles with footprint diameter = 60' (R = 30')
tan(30°) = h/30'; h z17'
V = 1/37urzh
V = 1/3 (7c)(30) z (17') = 16021.65 cf � 590 cyd
Capacity available in 4 curing piles = 590 x 4 = 2,360 cyd
Annual curing storage capacity (assuming finished commodities are removed from the facility at the
end of the active composting period): 16.3 x 2,360 = 38,468 cyd

Appendix C - Compost Flow Chart and Facility Process Diagram
Process Flow Diagram (Part 1 of 2)
Chip and Stockpile
Deliver woodchips Form Bulking Deliver food waste or
Woodchips and other bulking Agents into windrow other nitrogen source and incorporate
agents/windrow into windrow once per day for 10 day,,:
Monitor temperature to identify onset of
Reincorporate PRFP; temps from all sample locations
within windrow reaister >131°F
Turn windrows after active composting period starts after Add nitrogen sources as needed
Add moisture as needed 10 initial "heat up" as directed in operating procedures (a to obtain a C/N ratio between
minimum of 5 times during 15 day pathogen reduction period) 20:1 and 40:1
Monitor Windrow 4 Add moisture as needed
No
15 day curing period
Product meets Product Sampling
istribution parameters?
Yes I --ILaboratoryAnalysis
Deliver to lined landfill or low contact area
Product distribution
Product Labeling

Process Flow Diagram (Part 2 of 2)
Note: Figure Not to Scale
Nitroqen Source storaqe (tvp.) _
Feedstock Offload (typ.)
505hp HD-12
Duratech Tub
Grinder
Aeromaster WT-1775
Water Trailer
Aeromaster PT-130
Windrow Turner
John Deere 7610
Tractor 140hp
m
m�.
Curing/Storage Location; NTE
2,360 cyd or 38,468 cy/yr �
�
U)
U)
U)
U)
W
C
Windrow (typ.) 80' x 12' x 6'
Detention Times (typ.)
Dec —Mar: 20-41 days
Apr —Nov: 15-18 days
Facility Peak Flow:
Composted product flow
should not exceed 2,133 cy
over 15 day period

Appendix D - Typical Windrow Monitoring Log
Solid Waste Compost Facility — Daily Monitoring Log Windrow ##
Feedstock
Materials
Amount
Feedstock Materials
Amount
Compost
Manure
d
Green Yardwaste
Wood chips
• y Y 1 i
,r's
Pill • 1 •
��
M
• ' i

Appendix E - Tvpical Laboratory Analvtical Data for Composted Wastewater Sludee
Marine Corps Installations East - Marine Corps Base Camp Lejeune
Environmental Quality Branch, Environmental Laboratory Section
12 Post Lane, Camp Lejeune, NC 28547
Client: MCB CAMLEJ Landfill
Date Collected: 13 Mar 2019
Date Received: 13 Mar 2019
Sample: Compost
Date of Report: 12 Apr 2019
Report No.: 03132019-COMP
Lab ID: 227
Analyte
Results
Units
Date Analyzed
Analyzed By
PH
6.70
SU
3/13/19
ELS
Solids
43.87
3/14/19
ELS
Moisture
56.13
3/14/19
ELS
Pathogen Reduction
PASS
P/F
3/13/19
ELS
Foreign Matter
13.1
3/15/19
ELS
Manmade Inerts
0
3/15/19
ELS
Metals
See Attached
Envirochem
Total Nitrogen
See Attached
Envirochem
ELS: Environmental Laboratory Section
P/F: Pass/Fail (Based on Class A requirement of < 1000 MPN/gram)
SU: Standard Unit
Certified By:
LAUREN D. ACOSTA

�� Chemists, ������ir�����������t�� ���������i��0's, Ine.
6602Windmill. Wa* 9l0.3;ZU223�ab ° 9I0�392.�42�Fux
�0Bmv�mwnRoad, Maubo,NC27954°252.473.5702Lab/Fax
255-4WDodngtonHighway, Jacksonville, y6C2854U ° 910.347.5843Lab/Fus
ANALYTICAL mCONSULTING CHEMISTS
USMCCamp Lmeumm
Date ofReport: Apr O8.2U1S
G-REK8O/ECB-12Post Lane
Customer PO#:
Campkejeune NC 28547
Customer ID: 12060026
Attention: Alberta Y.Okamoto
Report 2019-04457
Project ID: Camp LejeuneKACB
Lab |D Sample ID:
Cq|>eotDmtw/Tinme Matrix Sampled by
19'11310 Site: VVindrmw#1
3/13/2010
0:00AM Solid/Sludge Greg Meadows
Test
Method
Results Date Analyzed
Nitrate Nitrogen (nm|c)
Nitrite Nitrogen
s*«»s».0
9.62.24mg/kg
03/26/2010
Nitrate Nitrogen
Subtraction Method
x0.005nog/kg
84/04/2018
Sludge Residuals
Aluminum
spAx»».r
1890mg/kg
03/27/2018
Arsenic
s*^oo»./
<6.07mg/kg
03/27/2019
Cadmium
ep^u»»1
<3.62nng/kg
03/28/2010
Calcium
ep«e»»�/
20700nng/kg
03/22/2019
Chromium
spAc»«.r
5.72nng/kg
03/28/2019
Copper
ppwe»«.r
23.6nmg/kg
03/28/2019
Lead
spAzo».r
15.8nog/kg
03/28/2019
Magnesium
spA»»»/
1030nng/kg
03/22/2018
Molybdenum
cp^mo1
<3.82nnQ/kg
03/28/2018
Nickel
sp^2»»7
<3.82nng/hg
03/28%2019
Potassium
cp«e»»3
3710nng/kg
03/22/2010
Selenium
epAu«»7
<3.82nng/kg
03/28/2019
Sodium
Ep«u»»r
303mng/kQ
03/22/2010
Zino
s*^u«»./
134mg/kg
03/27/2019
Nitnate+Nitrite-Nitrogen
sp»a»».0
6.51 mg/kg
04/02/2018
Total Solids (96)
om«s*oa
40.996
03/20/2019
Ammonia Nitrogen
am4«»»NH3 c
93.20nng/kA
03/28/2019
Total Kje|doh|Nitrogen (TKN)
aM 4*00oma
11100nng/kg
03C28/2010
Total Phosphorus
sm^«»«pp
93.0nog/kg
04/03/2019
pH
mwo*sMethod mwoo
7.06unho
03/20/2019
Mercury
s««8*67471a
<0.068nog/kg
03/28/2018
Total Nitrogen (oa|u)
mepmt#�� 2019-04457 Page 1 mu

ANALYTICAL &CONSULTING CHEMISTS
USMC CampLejeure
G-F/EyWCVECB-12Post Lane
Camp L jeuno NC 28547
Attention: Alberta Y. Okamoto
6602mMudozNl��,\�ibn�aton NC20405 ° 9IO.392.O223l�b ° 9I0392�424F'mx
7IVDowseruzwoRoad, Maoteo yTC27954 ~ 2S2�%�5702�ob/Bax
255-AWJo"hzguzoHighway, Jacksonville, ?JC2854U ° 910.347.5843Lab/Fax
Date of AprOO. 2019
Customer PO#:
Customer ID: 12080026
Rmpwrt#: 2019-04457
Project ID: Camp LeeunePWCB
Total Nitrogen Total Nitrogen 11100mg/kg 04/04/2019
Comment: Results, except pH.veportedonadry weight bmois.pHnapo/tedononaoreceivedbasis.

ENVIRONMENTAL CHEMISTS, INC
NCDENIR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729
T,q1r*TffqT9fr*1_#M
6602 Windmill Way Wilmington, NC 28405
OFFICE: 910-392-0223 FAX [phone]
[e-mail]
CLIENT: Commanding Gene[,al
PROJECT NAME: Camp Lejeune MCB
REPORT NO: e) —
ADDRESS: G-F/EMD/EQB/EnvirOnmenta1 Lab
CONTACT NAME: Alberta Y. Okamoto
PO NO:
12 Post Lane
REPORT TO:
PHONE/FAX: [phone] (fax) 910-451-7195
—
Camp Lejeune, NC 28547
COPY TO:
IT111, amella Z1K9MM(C_VUSMC M I I,
email: tirTiothy,bollinger@usmcmil,roberi.alowder(gusmc,mil.
Sarnp_1ed13w_7.'.",-,� $ SAMPLE TYPE: I = Influent E = Effluent W = Well. ST = Stream. SO Sludae. Other:
Sample Identification
Collection
2
2
0
U
OF
GLU
(L
0
Iry
2
0:
G M
w 2
11 =
PRESERVATION
ANALYSIS REQUESTED
Date
Time
w z
0
14
V
0
"
� 0
2
a =
0
LU w
1-
0
14. I'l
04 00
so
C
P
k
Chromium, Copper, Lead,
G
G
C
P
Flercu_r_y_,_ Moiybdenum,
�Nickel ,I`Selenium,:Zinc ,
G
G
C
P
)Arsenic, -'Cadmium, Ammonia
G
G
C
P
Nitrate -Nitrite, Total
G
G
C
P
Nitrogen Calculations,
G
G
C
P
Sludge
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
I
I
G
-2—L—
Transfer
Relinquished By: Date/Time
Received By:
D2terrime
<
2.
Temperature wften4Rqcelived Accepted:
Delivered By-, Received By:
Comments: N11
4 Reiff o
0
Resample Requ sted:
Date: 'I Time;
T =RNAROUND,
Yin

CLIENT.- Commanding General
G-F/EMD/ECB/Enviromental Lab
12 Post Lane
Camp Lejeune, NC 28547
Attn: Alberta Y. Okamoto
(910) 451 - 0020
Collected by:
Signature:
Date Collected:
an
Time Collected:
Location of sample:
Comp/Grab:
Composite
Number of Containers:
1
Anal ses Requested:
Fecal, Total Solids, Foreign Matter, Inerts,
Metals, Total Nitrogen, TKN, NO2-NO3
Was sample dechlorinated?
n/a
Preservation:
None
Requiato
Yes
Field pH:
Comments:
Relinquished by:
Date
Time
Received by:
Date
Time
D'I 2- 11
(7,

MCB CAMLEJ ELS - COMPOST ANALYSIS - PERMIT NO. 6710
DATE COLLECTED: 3 . 13 . pi TIME COLLECTED: pR Dp COLLECTED BY:
DATE RECEIVED: 3.13• 11 TIME RECEIVED: U l RECEIVED BY:
TOTAL SOLIDS ANALYSIS - MET OD SM 2640 B -2011
DATED ANALYZED: 3. 1'-I - ANALYST:
TIME IN OVEN: D% y TIME OUT OVEN: 8 If 310
OVEN TEMP: I b3 °C OVEN TEMP: I D3. 0 °C
(n _NLt..olrr+5
BALANCE CHECK
NOMINAL VALUE: ID0. D
TRUE VALUE: q l- q rl
A I
B
C
D
E
F
SAMPLE ID
WT OF DISH
WT OF DISH+WET
SOLIDS
WT OF DISH+DRY
SOLIDS
SAMPLE WT
TOTAL SOLIDS
WEIGHT
%TOTAL
SOLIDS
[B-Al
C-A
Em X 100
F j -7
sq vlos
.25
It. ` -7 `j
Li3.87
FOREIGN MATTER 1 INERT MANMADE MATERIALS
DATED ANALYZED: 1 `i - DATE OUT OVEN: a r> - I I ANALYST: i7w-
TIME IN OVEN: b i D D TIME OUT OVEN: o 6 3 O BAL CK NOMINAL VAL DD -0
OVEN TEMP: D 3. S' °C OVEN TEMP: 13 `I °C BAL CK TRUE VALUE: 9 `� `I
A B C
SAMPLE ID
WT OF SAMPLE
WT OF FOREIGN
MATTER
% FOREIGN
MATTER
TYPES OF MATERIALS IDENTIFIED
B/A X 100
l�ul2. I
IDD • v
11
I r
W071 6LJ,f 4A { orb
A I B I C
SAMPLE ID
WT OF SAMPLE
WT OF MANMADE
INERTS
/e MANMADE
INERTS
TYPES OF MATERIALS IDENTIFIED
B/A X 100
C
METALSITOT N ANALYSIS:
DATE SAMPLE SHIPPED: 1 .1
TO:
aA.L4--
FORM UPDATED MARCH 2O19 CHECKED BY

DATE COLLECTED:
TIME COLLECTED:
COLLECTED BY:
METHOD:
3.13.Iq
09OU
SM 9221C E-2006
COMPOST REGROWTH ANALYSIS
FECAL. COLIFORM (MPN)
DATE RECEIVED:
TIME RECEIVED:
RECEIVED BY:
PERMIT NO.
3. I3.Iq
Q`1ZQ
6710
DATE ANALYZED:
TIME ANALYZED:
ANALYZED BY:
9.Is-) I
I'DyS
L*
SAMPLE
3 HRS AT 35 + 0.5'C IN INCUBATOR
21+2 HRS AT 44.5 + 0.2'C IN INCUBATOR
COMB. OF
POSITIVES
MPN INDEX
VALUE
MPN ! mL'
LOCATION
10 mL
1 mL
0.10 mL
0.010 mL
100 mL,
1 mL
0.10 mL
0.010 mL
C) 15
D 15
O 15
15
`; 15
5 15
0 15
0 15
rj-S—O
2-
2-lio
DUP
D ! 5
L
► 5
DATE IN.
TIME IN:
TEMP:
DATE IN..
TIME IN:
TEMP:
3 HOURS AT 35 + 0.59C IN INCUBATOR
3 . 13 -ill
LI d5
'35. o •c
DATE OUT: S - 13.19
TIME OUT:
TEMP: 3 S •� "Cl
21 + 2 HOURS AT 44.5 + 0.20C IN WATER BATH
DATE OUT: . I y - 11
14 0 4 TIME OUT: I L fl 5
4y • 5 •C TEMP: 4Li . S •C
CONTROLS:
POSITIVE
NEGATIVE
BLANK
SS A-1 BROTH
'P
N
N
DS A-1 BROTH
p
N
N
MPN 1 mL1 MPN Index Value
Largest Sample Volume
(from comb. of positives)
MPN ! GRAM'
5.5
% TOTAL SOLIDS
L..43 Al
MPNIGRAMZ = MPN / mL
% Total Solids
(expressed as a decimal)
CHECKED BY: yu�
COPY MADE:
FORM UPDATED- MARCH 2O19