WQ0012346_Renewal Application_20200429

Initial Review
INITIAL REVIEW
Reviewer Thornburg, Nathaniel
Is this submittal an application? (Excluding additional information.)*
r Yes r No
Is this a complete
application?* Complete App Date
r Yes r No 04/29/2020
Project Number* WQ0012346
Applicant/Permittee Marine Corps Base Camp Lejeune
Applicant/Permittee Commanding General, ATTN:EMD 12 Post Lane, Camp Lejeune NC, 28547-2540
Address
Is the owner in BIMS?
r Yes r No
Owner Type
Facility Name
County
Fee Category
Minor
Signature Authority
Is the facility in BIMS?
r Yes r No
Federal
Marine Corps Base Camp Lejeune DCAR
Onslow
Signature Authority Title
Signature Authority Email
Document Type (if
non -application)
Email Notifications
Does this need review by the hydrogeologist?*
r Yes r No
Regional Office
CO Reviewer
Fee Amount
0

Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notification
Comments for Kendall
Comments for RO
Comments for Reviewer
Comments for Applicant

Submitted Form
Project Contact Information
Rease provide inforrration on the person to be contacted by MB Staff regarding electronic subnittal, confirmation of receipt, and other issues.
........................................................................................................................................................................................................................................................................................................................................................................
Name * Travis Voorhees
Email Address*
[e-mail]
Project Information
Submittal Type* r New Permit Application
r Renewal
r Annual Report
r Other
Permit Type * r Wastewater Irrigation
r Other Wastewater
r Closed -Loop Recycle
r Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?
r Yes r Nor N/A
Permit Number WQ0012346
currently has project
Applicant\Permittee * Marine Corps Base Camp Lejeune
Phone Number*
910-451-9518
r Modification (Major or Minor)
r Additional Information
r Residual Annual Report
r High -Rate Infiltration
r Reclaimed Water
r Residuals
r Other
Applicant/Permittee Commanding General, ATTN:EMD 12 Post Lane, Camp Lejeune NC, 28547-2540
Address*
Facility Name * Marine Corps Base Camp Lejeune DCAR
Please provide comments/notes on your current submittal below.
Per correspondence with Erickson Saunders, due to COVID-19 restrictions, hardcopy submittals will be mailed once
we return from teleworking to regular office hours.
Please attach all information required or requested for this submittal to be review here.
Application Formt Engineering Rans, Specifications, Calculations, Etc.)
2020 Class A Permit Renewal App Final Signed.pdf 8.8MB
upload only 1 RDF document. NLltiple docurrents must be corrbined into one RDF file.

For new and modification permit applications, a paper copy may be required. If you have any questions
about what is required, please contactthe reviewer or Tessa Monday. If a paper --polka*-ion is required,
be advised, applications accepted' far pre -review until both the paper and eIect-c-,i_ co1)ies nave been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (calcs, soils report, specs, etc.)
o One full-size engineering plan set
o One 11x17" engineering plan set
o One extra set of specifications
o Fee (if required)
MallinE address:
❑iuision of Water Resources1 Division of Water Resources
Non -Discharge Branch I Non -Discharge Branch
1617 Mail Service Center 1 Aft: Nathaniel Thornburg, 91° Floor, Cfice #942W
----------------------------------------------------------- -----------------------------------------
Raleih, NC 27699-1617 512 N. Salisbury St.
Far questions or problems contact Tessa Monday [e-mail] or 919.707.3560.
* W By checking this box I acknowledge that I understand the application will not be accepted
for pre -review until the paper copy (if required) and fee (if required) have been received by
the Non -Discharge Branch. I also confirm that the uploaded document is a single PDF with
all parts of the application in correct order (as specified by the application).
Signature
Submission Date 4/29/2020

UNITED STATES MARINE CORPS
MARINE CORPS INSTALLATIONS EAST -MARINE
CORPS BASE PSC BOX 20005
CAMP LEJEUNE NC 28542-0005
5090.20.1
G-F/EMD
28-Apr-2020
North Carolina Department of
Environmental Quality
Division of Water Resources
Non -Discharge Permitting Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
To whom it may concern:
Marine Corps Base Camp Lejeune (MCB CAMLEJ) forwards a
completed application package for the renewal of the
Distribution of Class "A" Wastewater Residuals permit, permit
number WQ0012346. Permit WQ0012346 was issued to MCB CAMLEJ on
November 1, 2015 and expires on October 31, 2020.
Enclosure (1) contains the Distribution of Class "A"
Wastewater Residuals permit application package. Enclosure (2)
contains MCB CAMLEJ's Operation and Maintenance (O&M) Manual for
the Residuals Application Program. Appendices B - G of the O&M
Manual can be provided upon request.
The following explanation is provided per instruction in the
Class "A" Annual Distribution and Marketing/Surface Disposal
Certification and Summary Form (DMSDF) and the Annual Pathogen
and Vector Attraction Reduction Form (PVRF 503 Rules).
For your awareness, our CROM tank was out of service for the
majority of the 2019 calendar year. Bench scale samples were
not collected during the first three quarters of 2019 while it
was out of service. Operators have since been instructed that
bench scale samples must be collected even when the CROM tank
out of service. ATAD Sludge Solids Analyses, which also
estimate percent solids removal, were however performed during
this time. Treated solids were stored on -site to the maximum
extent possible. Due to limited storage capacity, some solids
were land applied, and some were belt -pressed and used as soil
conditioner for daily cover at the Base landfill. Fecal
analyses and time and temperature requirements were met prior
this land application. NCDEQ was notified of the CROM tank
maintenance and use of residuals at the Base landfill
accordingly.
is
to

5090.20.1
G-F/EMD
28-Apr-2020
If you have any questions please contact Mr. Travis
Voorhees, Environmental Quality Branch, Environmental Management
Division, at [phone].
Sincerely,
TOWNSON.JOH Digitally signed by
TOWN SON -JOH N-R-1228623730
N . R. 1 228623730 Date- 2020-04-28 13-41-57-04'00'
JOHN R. TOWNSON
Director, Environmental Management
By direction of the
Commanding General
Enclosures: 1. Distribution of Class "A" Wastewater Residuals
Permit Renewal Application (electronic copy)
2. MCB CAMLEJ O&M Manual for the Residuals
Application Program (electronic copy)
Copy To: File (ODI# 25519)
2

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — DISTRIBUTION OF CLASS A RESIDUALS
FORM: DCAR 06-16
L APPLICANT INFORMATION:
1. Applicant's name: Commanding General, Marine Corps Base, Camp Lejeune
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership Privately -Owned Public Utility
X Federal ❑ State ❑ Municipal E■ County
Signature authority's name per 15A NCAC 02T .0106: John R. Townson Title: Director, Environmental Management
Division G-F
Applicant's mailing address: Commanding General, ATTN:EMD, 12 Post Lane
City: Camp Lejeune State: NC Zip: 28547-2540
Telephone number: [phone] Email Address: john.townsongusmc.mil
2. Consultant's name: Daniel Straub License Number (for P.E.):
Affiliation: ® On Staff ❑ Retained (Firm: )
Consultant's mailing address: Commanding General, ATTN:EMD 12 Post Lane
City: Camp Lejeune State: NC Zip: 28547-2540
Telephone number: [phone] Email Address: daniel.straubkusmc.mil
3. Fee submitted: $0.00 (See Instruction B)
IL PERMIT INFORMATION:
1. Application is for (check all that apply): I[] new, ❑ modified, X renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: W00012346
Date of most -recently issued permit: 11/1/2015
Date of most -recently certified Attachment A (if different than the permit):
III. FACILITY INFORMATION:
1. Name of residuals processing facility: French Creek Advanced Wastewater Treatment Plant
City: Camp Lejeune State: NC Zip: 28547-2540
Coordinates: Latitude: 34' 38' 607 N" Longitude: 77. 19' 603. W"
Datum: WGS84 Level of accuracy: 14 ft.
Method of measurement: GPS
County where facility is located: Onslow
2. Facility contact (person familiar with residuals preparation):
Name: Charles Scozzari Jr. Title: Supervisor WW/Land Application
Mailing address: FC 436 Gonzales Blvd.
City: Camp Lejeune State: NC Zip: 28547-2540
Telephone number: (910) 451-719OX232 E-mail address: charles.scozzarikusmc.mil
Enclosure (1)
FORM: DCAR 06-16 Page 1 of 3

3. Is the residual process facility also the generator? X Yes; ❑ No
If No, please specify delivery frequency and quantity of residual to be processed:
4. Length of residuals storage at facility: 30 days (Note: the Division requires minimum 30 days storage in units that are separate
from treatment system, i.e. not in clarifiers, aeration basins, etc.)
IV. RESIDUALS QUALITY INFORMATION:
1. Specify how these residuals will be distributed:
❑ sold or given away in bags or other containers; p lawn (bulk); ❑ home garden (bulk);
X other (explain); Land application
Note: Bulk residuals shall mean residuals that are transported and not sold or giving away in a bag or other receptacles with a
load capacity of one metric ton or less.
2. Complete the following if residuals are to be mixed with other materials:
Type of Materials Amounts to be added
per 1.0 dry ton of residuals (dry ton)
3. Approximate amounts of the residuals received and processed at the facility: 1,200 dry tons per year.
4. Approximate amounts of the final product (processed residuals) to be distributed: 700 dry tons per year.
5. Provide a description of the onsite storage management plan for the treated residuals (including estimated average and
maximum storage times prior to distribution): Residuals are stored in liquid form in above ground storage tanks with an average
storage time of 30 days with a maximum storage time of 60 days.
6. Does the facility have a stormwater management plan? ® Yes; ❑ No
Explain whether the treatment and storage areas are under roof or how stormwater runoff will be handled: Residuals storage
and treatment are under roof
V. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the attached Residuals Source Certification and all associated documentation.
NOTE: The Residuals Source Certification Form, RSC 06-16, is included as a separate form.
FORM: DCAR 06-16 Page 2 of 3

Professional Engineer's Certification: (Application Involving New or Changes to Treatment or Storage Units)
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal package
may have been developed by other professionals, inclusion of these materials under my signature and seal signifies that I have reviewed
this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
® Yes p No, Explain;
I, John R. Townson Director, Environmental Management Division
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for French Creek Advanced Wastewater Treatment Plant
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes § 143-215.6A and § 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
TOWNSON.JOH Digitally signed by
Signature:
TOWNSON.JOHN. R.1228623730
N . R.1228623730 Date: 2020.04.28 14:02:20-04'00' Date: April 28 2020
FORM: DCAR 06-16 Page 3 of 3

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: Marine Corps Base, Camp Lejeune
Status
Code a
Facility Permit Holder
Facility Name
County
Permit Number
Maximum Dry Tons Per Year
Current n
Proposed
R
John Townson
Camp Lejeune AWWTP
Onslow
WQ0012346
1,649
1,649
a Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted)
b The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility).
SUMMARY FOR FORM: RSC 06-16 Page 1

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Camp Lejeune Advanced Wastewater Treatment Plant
2. Facility permit holder is: X Federal, 0 State, 0 Local Government, or " Private.
Facility permit issued by: Div. of Water Resources, Div. of Environmental Health,
or Other (explain: �.
3. Facility contact person and title: Charles Scozzari
Complete mailing address: FC 436 Gonzales Blvd.
City: Camp Lejeune State: NC Zip: 28547-2540
Telephone number: (910) 451-719OX232 E-mail address: chales.scozzariA_usmc.mil
4. Facility physical address: FC 436 Gonzales Blvd
City: Camp Lejeune State: NC Zip: 28547-2540
Coordinates: Latitude: 34' 38' 34.31975N" Longitude: 77. 19' 33.80819W"
Datum: WGS 84 Level of accuracy: 14 ft
Method of measurement: GPS
5. Purpose of the facility:
treatment of municipal wastewater, treatment of 100% domestic wastewater,
treatment of potable water, treatment of 100% industrial wastewater,
x treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: 10 % industrial and 90 % domestic)
other (explain: _ ).
6. Does the facility have an approved pretreatment program: Yes X No
7. Facility permitted/design flow: 15 MGD and facility average daily flow: 4.47 MGD
8. Average amount of residuals being generated at this facility 354.6 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: ATAD process consisting of 8 ATAD mixed processes
Type and volume of residuals storage (i.e., outside of residuals treatment units): Liquid above around concrete tanks
2,265,000 gallons
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
40 CFR Part 503 or 0 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1102(6) as:
Biological 0 Non -Biological
FORM: RSC 06-16 Page 1 of 5

Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: 0 yes no.
If yes, list the number(s): _
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: 0 yes 0 no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Environmental Chemists, Inc. and Date of analysis: 2/4/19
Passed corrosivity test: yes no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: yes no. Flashpoint: >180 °F (> 140°F)
Passed reactivity test: W yes Ono. HCN: <0.05 mg/kg (<250) & H2S: 5.08 mg/kg (<500)
TCLP Parameter
Limit
(m917)
Result
(Mg/1)
TCLP Parameter
Limit
(m917)
Result
(m917)
Arsenic
5.0
<1.0
Hexachlorobenzene
0.13
<0.050
Barium
100.0
<1.0
Hexachloro-1,3-Butadiene
0.5
<0.050
Benzene
0.5
<0.01
Hexachloroethane
3.0
<0.050
Cadmium
1.0
<1.0
Lead
5.0
<1.0
Carbon Tetrachloride
0.5
<0.01
Lindane
0.4
<0.0005
Chlordane
0.03
<0.02
Mercury
0.2
<0.0002
Chlorobenzene
100.0
<0.01
Methoxychlor
10.0
<0.0005
Chloroform
6.0
<0.01
Methyl Ethyl Ketone
200.0
<0.05
Chromium
5.0
<1.0
Nitrobenzene
2.0
<0.050
m-Cresol
200.0
<0.050
Pentachlorophenol
100.0
<0.250
o-Cresol
200.0
<0.050
Pyridine
5.0
<0.050
p-Cresol
200.0
<0.050
Selenium
1.0
<1.0
Cresol
200.0
<0.050
Silver
5.0
<1.0
2,4-D
10.0
<0.0003
Tetrachloroethylene
0.7
<0.01
IA-Dichlorobenzene
7.5
<0.050
Toxaphene
0.5
<0.05
112-Dichloroethane
0.5
<0.01
Trichloroethylene
0.5
<0.01
1,1-Dichloroethylene
0.7
<0.01
2,4,5-Trichlorophenol
400.0
<0.050
2,4-Dinitrotoluene
0.13
<0.050
2,4,6-Trichloropheno1
2.0
<0.050
Endrin
0.02
<0.0005
2,4,5-TP (Silvex)
1.0
<0.0003
Heptachlor and its Hydroxide
0.008
1 <0.0005
1 Vinyl Chloride
0.2
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environmental Chemists, Inc. and Date of analysis: 1/23/2020
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
9.21
Cadmium
85
39
<6.60
Copper
4,300
1,500
274
Lead
840
300
12.6
Mercury
57
17
<0.412
Molybdenum
75
n/a
6.65
Nickel
420
420
14.4
Selenium
100
100
<6.60
Zinc
7,500
2,800
1170
b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environmental Chemists, Inc. and Date of analysis: 1/23/2020
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
> 0 but < 25
30
200
210
❑ > 25 but < 50
34
220
240
❑ > 50 but < 75
39
260
270
❑ > 75 but < 100
46
300
320
❑ > 100 but < 125
53
360
390
® > 125
62
450
420
Result (mglkg)
9.21
19.6
14.4
FORM: RSC 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 3.79 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Environmental Chemists, Inc. and Date of analysis: 1/23/2020
Parameter
Result
(mglkg)
Aluminum
52400
Ammonia -Nitrogen
18800
Calcium
49100
Magnesium
2900
Nitrate -Nitrite Nitrogen
14.7
pH (Standard Unit)
7.87
Phosphorus
63000
Potassium
3590
Sodium
3090
Total Kjeldahl Nitrogen
51600
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 0.710
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This
rate is a (check one): JJ default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals: N/A
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (1s) Year PAN
Five -Year
Maximum Adjusted PAN
(mglkg)
(mg/kg)
Surface
19254.7
27581.15
Inj ection/Incorporation
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: There are no other pollutants of concern
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
Alternative 2 [15A NCAC 02T.I 106(b)(3)(13)] - Alkaline Treatment.
J Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
J Alternative 5 [15A NCAC 02T.I 106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: composting, 0 heat drying, 77 heat treatment,
thermophilic aerobic digestion, ❑ beta ray irradiation,
gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
Q Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
J Alternative 2 [15A NCAC 02T.I 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: aerobic digestion, air drying, ❑ anaerobic digestion,
composting, i I lime stabilization.
c. For Surface Disposal:
Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
El Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
E] Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
E] Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14-Day Aerobic Processes.
E] Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
E] Alternative 7 [15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
E] Alternative 8 [15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
E] Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
E] Alternative 10 [15A NCAC 02T.I 107(a)(10)] - Incorporation.
q Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.I 107(b)(2)].
J Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

Appendix (A) — Distribution of Class A Residuals - Section Information
Appendix (A) sections correspond with labeled sections as shown on the Division of Water
Resources Instructions for Form: DCAR 06-16 & Supporting Documentation.
A. Distribution of Class A Residuals (Form: DCAR 06-16)
A completed application form, Form: DCAR 06-16, is located in the Forms section of this application
package.
B. Application Fee
The Division of Water Resources (DWR) does not require an application fee for Distribution of Class A
Wastewater Residuals renewal applications.
C. Cover Letter
Marine Corps Base Camp Lejeune's (MCB CAMLEJ) cover letter listing all of the items included in this
renewal application package is located on the first page of this application renewal package.
D. Program Information
Ia. Residuals Program Overview
MCB CAMLEJ owns and operates a 15 million gallon per day (MGD) Advanced Wastewater Treatment
Plant (AWWTP) which employs both biological nutrient removal (BNR) and Class A, high -temperature
sludge treatment processes. Wastewater treatment processes at the plant include screening and grit
removal, primary and secondary clarification, an AZO BNR process, filtration, post -aeration, flow
measurement, disinfection, and surface discharge to the New River through an outfall diffuser.
The primary and secondary thickened residuals generated by the WWTP will be combined and stabilized
in an Autothermal Thermophillic Aerobic Digestion (ATAD) process prior to onsite storage in a 2.265
MG covered, concrete tank at the WWTP. To achieve the vector attraction reduction requirements of 40
CFR Part 503, the volatile solids (VS) content of the thickened residuals must be reduced by a minimum
of 38-percent. Consequently, the destruction of VS in the digestion process results in a reduction in the
overall dry weight of residuals to be land applied.
Land application of treated residuals to forestland and other vegetated areas aboard the installation
provides for the beneficial reuse of residuals generated at MCB CAMLEJ's Advanced Wastewater
Treatment Plant (AWWTP). Land application enables the plant and soil system to beneficially use the
nutrients and other constituents present in the residuals.
MCB CAMLEJ is currently permitted under Distribution of Class A Wastewater Residuals, permit
number WQ0012346. This permit allows for the distribution of 1,649 dry tons of Class A wastewater
residuals annually. Land application of residuals is limited to the inside of the installation's boundaries
and is used for the purpose of soil erosion control in training areas (such as tactical landing
Appendix (A) - 1

zones, gun positions, and firing ranges), natural vegetation establishment (forested areas and wildlife food
plots), and as a soil conditioner in undeveloped areas.
As a contingency, in the event that Class B residuals are produced at the facility, MCB CAMLEJ was
added to Lewis Farms and Liquid Waste, Inc.'s Land Application of Class B Residuals permit number
WQ0000455.
Figure 1 is a residuals process flow diagram showing how residuals are processed/treated at MCB
CAMLEJ.
ATAD Sludge Treatment System Description
MCB CAMLEJ utilizes an ATAD sludge treatment process to ensure that the thickened sludge is
conditioned to meet the Environmental Protection Agency's (EPA) Class A requirement. The ATAD
process receives thickened sludge from the Sludge Influent Holding Tank.
Time, Temperature, Function, and Pathogen Testing
Municipal wastewater generally contains four major types of human pathogenic organisms: bacteria,
viruses, protozoa, and helminthes (parasitic worms). The actual species and density contained in the raw
wastewater will depend on the particular community and on the contribution of runoff from animal
sources (e.g., livestock operations). The level of pathogens contained in the untreated sludge will depend
on the flow scheme and the liquid treatment processes. For example, since pathogens are primarily
associated with insoluble solids, untreated primary sludge has a higher density of pathogens than the
incoming wastewater. The biological stabilization of sewage sludge is based on the reduction of the
organic substances (typically volatile solids) contained in sewage sludge. Although there are different
approaches to controlling pathogens in the sewage sludge, each process relies on altering the sludge
environment so that it becomes a less effective medium for microbial growth. The ATAD process relies
on aerobic microorganisms to carry out the required degradation. The aerobic degradation is an
exothermic, or energy releasing, process. While some of the energy is stored intracellularly to form new
cells, a larger fraction is released to the environment in the form of heat. The released heat is the major
heat source used to maintain the desired operating temperature. In the ATAD process, sludge is
maintained at temperatures ranging from 580 C to 620 C. For obtaining a Class A sludge, as defined in
Section 503.32 of 40 CFR (EPA Regulations), sludge has to be kept at a temperature of 500 C or greater
for 30 minutes or longer. The minimum retention time in the reactors is calculated using the following
equation:
D = 50,070,000 / 10014t where D = time in days and T = temperature
The ATAD sludge treatment system at MCB CAMLEJ's WWTP consists of four trains. Each train
consists of two reactors, reactor A and reactor B. Each reactor, having a volume of 78,254 gallons, is
provided with four spiral aerators (for purposes of mixing and supplying air), ten foam controllers (for
breaking foam formed during sludge digestion), two temperature controllers, and two level controllers.
Two pipes, each containing a motorized eccentric plug valve, connect reactors A and B of each train. The
operation of each train can be broken down into two steps, namely, the discharge cycle and the fill cycle.
During the discharge cycle, the spiral aerators are turned off, and the plug valve in the bottom line opens
and sludge is discharged from reactor B to the effluent sludge holding tank until the levels in both the
reactors are the same. This stage is called equalization (levels in reactors A and B are made equal),
Appendix (A) - 2

hence, the bottom line is also known as the equalization line. During the fill cycle, once the levels in
reactors A and B are equal, the bottom valve is closed, and the valve in the top line is opened. Sludge
from the sludge influent holding tank is then pumped to reactor A. The raw sludge, being heavier and
colder, settles to the bottom. The influent sludge is pumped until both reactors are filled to the top line.
As the top line is used for filling the reactors, it is called the fill line.
The support equipment for the ATAD process can be classified into three major systems:
I — Level Control System: The ATAD reactors at MCB CAMLEJ's WWTP are equipped with
barometric cells, which transmit the sludge levels to the control panel. This is needed because a
visual check of the sludge level (in the reactors) is not possible due to the foam development
during operation. The barometric cell is separated from the sludge by water, which is filled in
the pipe, and thus, is not subject to fouling by solids in the sludge.
2 — Odor Control System: An Odor Control System has been provided to treat the off gas from
the ATAD process and the digested sludge holding tank. This system consists of a chemical
scrubber for the removal of volatized ammonia.
3 — Temperature Control System: The ATAD process is generally operated at a maximum
temperature of about 620 C. Above this temperature, volatized ammonia may increase
dramatically, resulting in offensive odors that are difficult to control effectively. Additionally,
volatile solids destruction can be inhibited at excessively high temperatures. A cooling system
has been provided for the ATAD reactors to maintain the temperature in the range of 580 C to 620
C, so as to prevent the volatilization of excess ammonia. If the temperature in a reactor exceeds
the temperature set point, the cooling system (or the temperature control system) for the reactor
will be activated. The cooling system consists of a reservoir (with hot and cold water wells), a
cooling (heat exchange) tower with fan, cooling water pump, piping, and control valves. Within
each reactor, there is a concentric reservoir (adjacent to the reactor wall) into which cooled water
is applied to remove heat from the sludge being treated, which contacts the inner reservoir via the
interior walls of the reactor.
The ATAD process can be operated in either manual or automatic mode. In manual mode, the operator
initiates the discharge cycle and is present until the fill cycle has been completed (this process usually
takes one hour), and the isolation or reaction period begins (this lasts about 23 hours). In automatic
mode, the operators presence is not necessary as the cycles are undertaken based on preset times.
Liquid residuals are transferred from the above ground storage tank to a stand-alone hauling trailer via a
loading station. Dual non -clog, horizontal centrifugal pumps transfer the residuals into the tanker through
a riser and loading hose. Each pump delivers 300 gpm at 43 feet of total dynamic head. There are three
hauling tankers, each pulled by a standard highway semi -tractor, to haul liquid residuals to application
sites scattered across the installation. Each trailer consists of a stainless steel, single compartment tank
with a capacity of 8,000 gallons. Weight limits for roads along the transportation route limit the
maximum volume of residuals hauled in each tanker to approximately 6,600 gallons. The 6,600 gallons
load is also equivalent to three application loads. There are three sludge application vehicles used to
apply the liquid residuals. Each vehicle is equipped with a vacuum pump and other components to load
and spread residuals from the tanker trailers. A chopper pump located in the bottom of the tank provides
Appendix (A) - 3

an added pressure boost to operate a spray nozzle located at the top rear of the vehicle. The spray nozzle
can be operated remotely by using the controls located in the vehicle cab. Residuals can be surfaced
spread directly behind the vehicle by using the rear splash plate, or by using the spray nozzle up to 130
feet away from the vehicle.
lb. Detailed List of Residuals Handling Process Equipment
➢ Two 200-GPM rotary drum thickeners for thickening primary solids;
➢ Two 250-GPM rotary drum thickeners for thickening secondary solids;
➢ Three 460-GPM rotary drum filtrate pumps;
➢ An Autothermal Thermophillic Aerobic Digestion (ATAD) process consisting of -
Eight 78,000-gallon ATAD mixed process tanks
➢ One 2.265-million gallon treated residuals storage tank;
➢ Residuals transfer pump station;
➢ Truck loading station for hauling residuals to land application sites.
2. Nutrients/Constituents Used to Determine Residual Loading Rates
The nutrients/constituents listed below are used as limiting parameters for the determination of residuals
loading rate to ensure that it does not overload the soil and cause contravention of surface water or
groundwater standards, limit crop growth, or adversely impact soil quality.
➢ Arsenic
➢ Cadmium
➢ Chromium
➢ Copper
➢ Lead
➢ Mercury
➢ Molybdenum
➢ Nickel
➢ Phosphorus
➢ Potassium
➢ Selenium
➢ pH
➢ Fecal Coliform
➢ Ammonia Nitrogen
➢ Organic Nitrogen
➢ Nitrite -Nitrate Nitrogen
Sections E-G. NOTAPPLICABLE
H. Operation and Maintenance Plan
MCB CAMLEJ's Operations and Maintenance Manual for the Residuals Application Program is
included as Enclosure (2) of this application renewal package.
Appendix (A) - 4

Figure 1. Residuals Process/Treatment Flow Diagram
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Appendix (B) - Residuals Source Certification Section Information
Appendix (B) sections correspond with labeled sections as shown on the Division of Water
Resources Instructions for Form: RSC 06-16.
A. Residuals Source Certification
1. Residuals Source Certification Form (RSC 06-16)
A completed Residuals Source Certification form, RSC 06-16, is located in the Forms section of this
application package.
2. Residuals Source Facility Summary Page
A completed Residuals Source Facility Summary is located in the Forms section of this application
package.
B. Residuals Source -Generating Facility Information
1. Vicinity Map
A vicinity map showing the location of MCB CAMLEJ's Advanced Wastewater Treatment Plant is
shown in Figure 1.
2a. Camp Lejeune's Advanced Wastewater Treatment Plant Overview
Marine Corps Base Camp Lejeune (MCB CAMLEJ) owns and operates a 15 million gallons per day
Advanced Wastewater Treatment Plant (AWWTP). Influent to the plant is primarily domestic in nature
with small flow contributions from industrial activities located throughout the installation.
The AWWTP is an advanced biological process that consists of three different microbial environments.
The combined environments are called the AZO process for Anaerobic, Anoxic, and Oxic. These three
zones cultivate a special mix of beneficial microorganisms that absorb phosphorus and convert
chemically bound nitrogen to harmless and inert nitrogen gas. Residual phosphorus not absorbed by the
microorganisms is removed by chemicals added by the AWWTP's operations staff. Other
microorganisms (primarily in the oxic zone) biologically degrade wastewater pollutants by using organic
material as food and converting it to new microbes, carbon dioxide and water.
All of the three A20 zones consist of mixed slurries of wastewater and microorganisms. After treatment,
the water and microbes are separated by gravity settling in large tanks. The clean water is skimmed from
the surface, filtered, disinfected with ultra -violet light and returned to the New River. The microbes are
continuously collected from the bottom of the tanks and returned to the three A20 zones using recycle
pumping systems. This recycling provides a continuous source of microbes to degrade incoming
pollutants.
As pollutants are removed, the microorganisms grow and multiply. This growth results in the production
of excess microorganisms. These excess microbes are continuously removed (a process called wasting)
Appendix (B) - 1

to maintain a consistent and optimal balance between available microbes and the amount of food
(pollutants entering the AWWTP. The excess microorganisms (called residuals or biosolids) are treated
at an elevated temperature (± 150°F) to kill disease causing organisms, to reduce odors and for further
treatment of biodegradable pollutants. The treated residuals are applied to agriculture and forest areas for
their beneficial nutrients and soil conditioning characteristics.
The flow of water into and out of the AWWTP is a continuous operation — the AWWTP operates 24
hours per day and 365 days per year. A treatment plant diagram is shown in Figure 2. Descriptions of
the various AWWTP components are provided below.
I. Preliminary Treatment is merely a screening process that removes large debris such as
sticks, rags, grit and sand. The removal of these constituents protects downstream equipment.
2. Primary clarification consists of large tanks where suspended solids settle to the bottom. The
settled solids are transferred to the solids treatment process. In general this process removes
about 50% of the TSS entering the AWWTP influent. The remaining fraction is either
degraded (solubilized) in the biological processes or removed in the AWWTP's secondary
clarifier.
3. The Anaerobic Zone is a mixed tank void of dissolved oxygen. The absence of all oxygen is
conducive to the growth of special bacteria (Acinetobacter) that consume organic acids and
release stored phosphorus in the anaerobic tank. However, these same organisms uptake high
levels of phosphorus when they enter the aerobic (oxic) zone of the AWWTP. Thus, the
cycling of the microbes between the anaerobic and oxic environments is the mechanism
responsible for enhanced phosphorus uptake. This cycling is accomplished by the normal
flow of water and the recycle system that returns the microbes to the anaerobic zone after they
have been oxygenated in the oxic zone of the AWWTP. Phosphorus (an algae causing
nutrient) is ultimately removed from the AWWTP by wasting excess microbes after the
oxygenated cycle and when stored phosphorus levels are greatest.
4. The Anoxic Zone consists of mixed tanks that have essentially no dissolved oxygen.
However, these tanks do contain oxygen that is chemically bound to nitrogen in a molecule
called nitrate (NO3-N). This nitrate nitrogen is a byproduct form the biological treatment of
ammonia and is introduced to the anoxic zone through the recycle from the outlet of the
aeration tank. In the absence of dissolved oxygen, bacteria in the anoxic zone break the
chemical bond between the oxygen and nitrogen. The oxygen is used by the microbes to
produce new bacteria, water and carbon dioxide. More importantly, the nitrogen (a nutrient
responsible for the growth of excess algae) is removed from the water and released to the
atmosphere as a harmless and inert gas.
5. The Oxic (Aerobic Zone) consists of mixed and oxygenated tanks. Oxygen is supplied from
the atmosphere using mechanical agitators located on the surface of the tanks. In this process,
aerobic (oxygen using) and other microorganisms perform the following:
➢ Reduce Biological Oxygen Demand (BOD): This is the biological degradation of
wastewater pollutants. Simply stated, microorganisms consume organic material for
food and convert it to new microbes, carbon dioxide and water.
➢ Nitrify Ammonia: This is the biochemical oxidation of ammonia nitrogen to the much
more stable and benign form called nitrate nitrogen (NO3-N). The benign NO3-
Appendix (B) - 2

N can be biologically degraded to nitrogen gas when recycled to the anoxic zone
of the AWWTP.
➢ Uptake of Phosphorus: The special bacteria (Acinetobacter) cultivated in the
anaerobic zone absorb a significant amount of phosphorus in the aerobic tank. This
absorbed phosphorus is ultimately removed from the water when excess
microorganisms are wasted from the AWWTP.
6. The Post Aerobic Anoxic Zone uses the same mechanisms as previously described to
convert nitrate to nitrogen gas. This particular zone is simply another location to cultivate
special microbes and provide an additional opportunity for these organisms to convert nitrate
to inert nitrogen gas.
7. The Second Stage Aeration Zone consists of small aerated tanks. This particular zone is
simply used to return dissolved oxygen to the water following the anoxic (oxygen free)
process.
8. Secondary Clarification consists of large tanks where the suspended biosolids
(microorganisms) are separated from the water; the biosolids simply settle to the bottom of
the tank. As a general rule of thumb, approximately 97 to 98% of the biosolids entering the
secondary clarifier are recycled back to the anaerobic zone so they can treat incoming waste
products. About 2 to 3% of these "phosphorus enriched biosolids" are due to the growth of
excess microbes and are wasted to the solids treatment process.
9. Filtration is a polishing process that removes the trace levels of suspended solids that do not
settle in the secondary clarifier. This process employs a layer of sand that removes the solids
by straining and adsorbing suspended material.
10. The Reaeration Process is a small aerated tank used to increase the level of dissolved
oxygen in the treated water just before it is discharged. This helps maintain higher oxygen
content in the New River in the vicinity of the AWWTP's discharge line.
11. Disinfection is the final process in the AWWTP. It is used to kill disease causing
microorganisms. It is important to note that no chemicals are used in the disinfection process
at this AWWTP — biological kills are accomplished using environmentally benign ultraviolet
(UV) light.
12. Solids Thickening is used to remove some of the water from the slurry of waste biosolids.
Thickening is used to reduce the volume of waste solids and increase the capacity of the
AWWTP's residuals processing tanks. As a general rule, thickening reduces the volume by
about 65 to 75%.
13. Solids Treatment is used to kill disease causing organisms, reduce odors and for further
treatment of the biodegradable pollutants in the biosolids. The process consists of mixed and
aerated tanks operated at approximately 150°F. The heat is generated internally from the
biological decomposition of the biosolids by special bacteria that flourish in this type of
environment. This process is similar to composting.
Appendix (B) - 3

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2b. Detailed List of AWWTP Process Equipment
➢ Two mechanically cleaned influent bar screens and screenings screw compactor;
➢ Grit removal system with four vortex grit separators and two dewatering units;
➢ Grit filtrate pump station with two 430-GPM pumps;
➢ Two ultrasonic influent flow meters;
➢ Six 20-foot by 140-foot rectangular primary clarifiers;
➢ Two 240-SCFM blowers for primary clarifier influent channel aeration;
➢ Primary sludge pump station with six 170-GPM pumps;
➢ Scum pump station with two 270-GPM primary clarifier pumps and two 230-GPM secondary
clarifier pumps;
➢ A dual train AZO biological nutrient removal system consisting of.
➢ Anaerobic selector trains with three 4.9-HP submersible mixers per train;
➢ Primary anoxic trains with two 9.0 HP mixers per train;
➢ Two trains, 4 oxidation ditches, 16-26,600-GPM 4.4 HP submersible mixers
➢ Oxidation ditch trains with eight 75-HP horizontal brush aerators per train;
➢ Secondary anoxic trains with two 9.0-HP mixers per train
➢ Two variable height effluent weirs per train;
➢ Two reaeration basins with fine bubble diffusers and three 850-SCFM blowers
➢ pH monitoring system;
➢ Intermediate pump station with three 9,300-GPM screw pumps;
➢ Methanol feed system with three 35.5-GPH pumps and two 2,250-gallon storage tanks;
➢ Sodium hydroxide feed system with three 66.1-GPH pumps and two 3,400-gallon storage tanks;
➢ Aluminum sulfate feed system with three 97.5-GPH pumps and two 11,000-gallon storage tanks;
➢ One 60-GPM sodium hydroxide recirculation pump;
➢ Four 115-foot-diameter secondary clarifiers;
➢ Sludge pump station with three 5,500-GPM return sludge pumps and two 575-GPM waste sludge
pumps;
➢ Four traveling bridge sand filters;
➢ Filter backwash pump station with two 380-GPM pumps;
➢ One ultrasonic effluent flow meter and Parshall flume;
➢ Post aeration basin with two 25-HP submersible aerators;
➢ Ultraviolet disinfection system;
➢ Effluent flushing system with two 0- to 360-GPM pumps.
3. Residuals Production Rate Justification
In accordance with permit WQ0012346, MCB CAMLEJ is permitted to distribute 1,649 dry tons of
residuals on an annual basis. Currently, the base receives and processes approximately 1,200 dry
tons of wastewater residuals per year. The average amount of processed residuals that are
distributed varies from year to year, but can reach approximately 700 dry tons per year.
Appendix (B) - 6

MCB CAMLEJ requests the permitted amount of residuals to be distributed annually to remain the
same as current permit allowances (1,649 dry tons/year).
4. Sampling Plan
A copy of MCB CAMLEJ's sampling plan for residuals can be located in Section 5, Monitoring and
Recordkeeping, of the Operations and Maintenance Manual for the Residuals Application Program
included as Enclosure (2) of this permit renewal package.
C. Residuals Quality Information
1. Laboratory Analytical Reports
The following laboratory analytical reports have been used to complete this certification and are
included, with supporting documentation, on pages 8-19 of this appendix.
➢ Quarterly Residuals Analysis — Report Date: 10 February 2020
➢ Toxicity Characteristics Leaching Procedure (TCLP) — Revised Report Date: 10 February
2020
➢ Camp Lejeune Bench Scale ATAD Volatile Solids Reduction Analysis
2. Pathogen Reduction and Vector Attraction Reduction
MCB CAMLEJ did not meet all of the Class A pathogen reduction and vector attraction reduction
requirements as shown in 40 CFR 503.32-33 and 15A NCAC 02T .1106-.1107 for the 2019
calendar year. Annual Pathogen and Vector Attraction Reduction Forms are located on pages
20-23 of this appendix.
For your awareness, our Crom tank was out of service for the majority of the 2019 calendar year.
Bench Scale samples were not collected during the first three quarters of 2019 while it was out of
service. Operators have since been instructed that Bench Scale samples must be collected even
when the Crom tank is out of service. ATAD solid sludge analyses, which also estimate the
percent solids removal, were however performed during this time. Treated solids were stored on -
site to the maximum extent possible. Due to limited storage capacity, some solids were land
applied and some were belt pressed and used as soil conditioner for daily cover at the Base
landfill. Fecal analyses and time and temperature requirements were met prior to this land
application. NCDEQ was notified of the Crom tank maintenance and use of the residuals at the
Base landfill accordingly.
Appendix (B) - 7

Marine Corps Base Camp Lejeune Environmental Quality Branch,
Environmental Laboratory Section 12 Post Lane, Camp Lejeune, NC
28547
Client:
Date Collected
Date Received:
Sample:
Sample ID: T1B
FC Wastewater
Jan 15, 2020
Jan 15, 2020
Quarterly Sludge
Date of Report: Feb 11, 2020
Report No.: 02112020 TlB
Lab ID: 227, 94
Date
Analyte
Results
Units
Method
Analyzed By
Analyzed
pH
7.64
SU
1/15/2020
SM 4500 H+ B
ELS
Nitrate
See Attached
Envirochem
Nitrogen
Sludge
See Attached
Envirochem
Residuals
Certi ied By:
L PUREN. ACOSTA

envirochF"P"0—. 7ql
Isu+
ANALYTICAL & CONSULTING CHEMISTS
USMC Camp Lejeune
G-FIEMD/EC B -12 Post Lane
Camp Lejeune NC 28547
Attention: Alberta Y. Okamoto
Lab I❑
20-02862
Test
Sample ID:
Site- T1 B
PAN
Used 30% Mifleralization Rate
SAR
Nitrate Nitrogen jcalcj
Nitrite Nitrogen
N itrate+Nitrite-Nitrogen
Nitrate Nitrogen
Sludge Residuals
Aluminum
Arsenic
Cadmium
Calcium
Chromium
Copper
Lead
Magnesium
Molybdenum
Nickel
Potassium
Setenium
Sodium
Zinc
Total Solids (%)
pH
Ammonia Nitrogen
Total Kjeldahl Nitrogen (TKN)
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 . 910.392.0223 Lab . 910.392.4424 Fax
71.0 Bowsertown Road, Manteo, NC 27954 . 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 ■ 910347.5843 Lab/Fax
infoCu.environmentaiehemists cam
Date of Report: Feb 10, 2020
Customer PO #:
Customer ID: 1206002E
Report #: 2020-01144
Project ID: Camp Lejeune MCB
Collect Date/Time Matrix Sampled by
1/15/2020 8:03 AM Solid/Sludge Williams
Method Results Date Analyzed
Calculation 19300 mg/kg 02/10/2020
Calculation
EPA 353.2
EPA 353.2
Subtraction Method
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200.7
EPA 200 7
EPA 2007.
EPA 2007.
EPA 200 7
EPA 200.7
EPA 200.7
EPA 2007.
EPA 200.7
SM 2540 B
SM 4500 H B
SM 4500 NH3 C
SM 4500 Org B
0.710
50.2 mg/kg
14.7 mg/kg
<0.53 mg/kg
52400 mglkg
9.21 mglkg
<6.60 mg/kg
49100 mg/kg
19,6 mg/kg
274 mglkg
12.6 mglkg
2900 mg/kg
6.65 mg/kg
14.4 mglkq
3590 mg/kg
<6.60 mg/kg
3090 mg/kg
1170 mg/kg
3.79 %
7.87 units
18800 mg/kg
51600 mglkg
02/10/2020
01 /23/2020
01/28/2020
02/10/2020
01/28/2020
01/28/2020
01/28/2020
01/28/2020
01/28/2020
01/28/2020
01/28/2020
01/28/2020
01 /2812020
01/28/2020
01/28/2020
01/28/2020
01/28/2020
01/28/2020
01 /23/2020
01/23/2020
01/28/2020
01 /30/2020
Report #:: 2020-01 144 Page 1 of 2

[en7vhrochem
ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc,
6602 Windmill Way, Wilmington, NC 28405 . 910.392.0223 I..ab . 910,392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 e 252.473.5702 Lab/Fax
25 +-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
inform envirotimentalchemists.cosn
USMC Camp Lejeune Date of Report: Feb 10, 2020
G-F/EMDIECB -12 Post Lane Customer PO #:
Camp Lejeune NC 28547 Customer ID: 12060026
Attention: Alberta Y. Okamoto Report #: 2020-01144
Project ID: Camp Lejeune MCB
Total Phosphorus SM4500 P r 63000 mg/kg 02/03/2020
Mercury SW8467471B <0.412mglkg 01/24/2020
Comment:
Reviewed by:
Report #.-. 2020-01144 Page 2 of 2

ENVIRONMENTAL CHEMISTS, INC OFFICE: 910392-023FIAX910-32.4424
Analytical & Consulting Chemists NCDENR: OWQ CERTIFICATION # 94 NCD HHS: ❑LS CERTIFICATION # 37729 into@envirommentalchemists.c❑m
COLLECTION AND CHAIN OF CUSTODY
CLIENT:
I
PROJECT NAME: Cama Leieune MCR IREPORT NO:
ADDRESS: G-FIFMDIEQB/Environmental Laboratory
CONTACT NAME: Ai era
PO NO:
12 Post Lane
REPORT TO: Lauren Acosta
PHONEIFAX: 910-451-0020 ffax�-210-451-7190
COPY TO:
email: [e-mail]. Iauren.acesia@usmc.
Sampled By;_ i!_ru�•� �� _ SAMPLE TYPE: 1 = Influent, E = Effluent, W = Well, ST = Stream, 50 = Soil, SL = Sludge, Other:
Sample Identification
Collection
Al d
E F
%Date
w
A
E `o
Ci
`o
d
C
?
"
x
C us
J z
PRESERVATION
ANALYSIS REQUESTED
Time
Time
Temp
x
V
'❑
o
a
x
❑
F
w�1
T1�
2�
C�C3
C.
P.Aluminum,
Arsenic, Cadmiufl
G
Magnesium, Molybdenum,
G
G
C
j PMcKeT,
Pc,tass1U-mScdium,
selenium, .Zinc,
G
G
C
P
4ercury Sludge, Nitrite,
G
G
_
C
P
FKN, Total Solids/Scils &
G
G
C
hosphorus, Calcium, SAR,
G
G
C
P
PAN
G
G
C
f P
G
G
C
P
G
G
C
P
G
G
Transfer
Relinquished By:
DatelTime
Received By: DatelTime
1S 7d m
Refri erator o5�v3
2.
Refrigerator
Ternperatur
Delivered B
Comments:
lle Req tecl:
ti � f !kL Time: S
TURNAROUND:

CAMP LEJEUNE WWTP
pH READINGS FOR QUARTERLY SLUDGE SAMPLING
DATE COLLECTED:
DATE:
COLLECTED
TIME: BY:
TIME: O (j
ANALYZED BY: METHOD: 4500H+ B - 2000
SAMPLE
TIME
TIME
VOLUME
TEMP
pH (SU)
COLLECTED
ANALYZED
mLs
RECOVERY
SUFFER 4.00
-
60
-
o l
BUFFER 10.00
�
F.
�
_--
� - -i
� • � �
CHECK BUFFER 7.00
60
-
• D ()
, r 7,770-
u43o3
100
4a_
CHECK BUFFER 7.00
�S
60
i,. -
00
FORM UPDATED: SEPTEMBER 2012 CHECKED BY:

Chain of Custody Record
CLIENT: Commanding General
G-F/EMD/EQB/Environmental Laboratory
12 Post Lane
Camp Lejeune, NC 28547
Attn: Alberta Y. Okamoto
(910) 451 - 0020
Collected by:
Signature:[
Date Collected:
o
Time Collected:
o 9V3
Location of sample:
-r�6
Truck Loading Station
Comp/Grab:
Grab
Number of Containers:
2
Analyses Requested:
% Solids, pH "**
Report all results as mg/kgmg/kg dry wt.
Was sample dechlorinated?
n/a
Preservation:
Ice
Regulatory Sample:
Yes
Field
Comments:
Relinquished by:
Date
Time
Received by:
Date
Time
' 'Y i. s
f
l/

[envirochem
ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill War, Wilmington, NC 28405 ' 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 ' 252.473.5702 Lab/Fax
255-A Wilmington Highway, JacksoTiville, NC 28540 • 910.347.5843 Lab/Fax
i nfo@envi ro n me n to lche mists. corn
USMC Camp Lejeune
Revised Report: Feb 10, 2020
G-FIEMDlECB -12 Post Lane
Original Report Date: March 01, 2019
Camp Lejeune NC 28547
Report #: 2019-01308
Attentions Alberta Y. Okamoto
Customer ID: 120e0026
Project ID: Crom Tank
Lab ID Sample ID:
Collect DatelTime Matrix Sampled by
19-03348 Site: LRCM Tank
1/23/2019
7:15 AM Solid/Sludge Acosta Julius
Test
Method
Results Date Analyzed
pH
SM 4500 H B
7.54 units
02/04/2019
Chlordane (TCLP)
SW 846 Method 80818/3510
<0.02 mglL
02/12/2019
Endrin (TCLP)
SW 646 Method 8081813510
<0.0005 mglL
02/12/2019
Heptachlor (TCLP)
SW 846 Method 8081B13510
<0.0005 mglL
02/12/2019
Heptachlor epoxide (TCLP)
SW 846 Method a081B13510
<0.0005 mglL
02/12/2019
Lindane (TCLP)
SW 846 Method SOB 1B13510
<0.0005 mglL
02/12/2019
Methoxychlor (TCLP)
SW 846 Method 8081B13510
<0.0005 mglL
02/12/2019
Toxaphene (TCLP)
SW 846 Method 8081813510
<0,05 mglL
02/12/2019
Trichicroethylene (TCLP)
SW 846 method 82608150309
<0.01 mg/L
02/11/2019
1,4-Dichlorobenzene (TCLP)
SW 846 method 827013510
<0.050 mg1L
02/07/2019
2,4,5-Trichlorophenol (TCLP)
SW B46 method 8270/3510
<0.050 mglL
02/07/2019
2.4;6-Trichlorophenol (TCLP)
SW 846 method 827013510
<0 050 mg/L
02/07/2019
2,4-❑initrotoiuene (TCLP)
SW 846 method 827013610
<0.050 mg/L
02/07/2019
Cresol (TCLP)
SW 845 method 827013510
<0.050 mglL
02/0712019
Hexachloro-1,3-butadiene (TCLP)
SW 846 method 827013510
<0.050 mglL
02107/2019
Hexachlorobenzene (TCLP)
SW 846 method 827013510
<0.050 mglL
0210712019
Hexachloroethane {TCLP}
SW 846 method 8270/3510
<0.050 mglL
02/07/2019
m + p-Cresol (TCLP)
SW 846 method 8270/3510
<0.050 mglL
02/07/2019
Nitrobenzene (TCLP)
SW 646 method 8270/3510
<0,050 mglL
02/0712019
o-Cresol (TCLP)
SW 846 method 827013510
<0.050 mglL
02/07/2019
Pentachlorophenol (TCLP)
SW 846 method 8270/3510
<0,250 mglL
02/07/2019
Pyridine (TCLP)
SW 846 method 8270/3510
<0.050 mglL
02/07/2019
2.4,5-TP (TCLP)
SW846 Method 8151A
<0.0003 mglL
02/13/2019
2d-D !TrA P1
SW846 Method 8151A
<fi_n003 mn11
o9/13/2Q1R
1,1-Dichloroethylene (TCLP)
SW846 Method$26015030
<0,01 mglL
02/11/2019
1,2-Dichloroethane {TCLP}
SW846 Method 8260/5030
<0.01 mg1L
02/11 /2019
Report #:: 2019.01308
Page 1 of 2

envirochem
ANALYTICAL & CONSULTING CHEMISTS
USMC Camp Lejeune
G-FIEMDIECB -12 Post Lane
Camp Lejeune IBC 28547
Attention: Alberta Y. Okamoto
Environmental Chemists, Inc.
6602 Windmili Way, Wilmington, NC 28405 ' 910.392,022-3 Lab ` 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 ' 252.473.5742 Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28,540 ' 910.347.5843 Lab/Fax
in foCwenvi ron men to lchemi st s. co ni
Revised Report:
Feb 10, 2020
Original Report Date:
March 01. 2019
Report #:
2019-01308
Customer ID:
12060026
Project ID: Crom Tank
Benzene (TCLP)
SW846 Method 8260/5030
<0.01 mglL
02/11/2019
Carbon Tetrachloride (TCLP)
SW846 Method 8260/6030
<0.01 mg/L
02/11/2019
Chlorobenzene (TCLP)
SW846 Method 8260/5030
<0.01 mg/L
02111/2019
Chloroform (TCLP)
SW846 Method B26015030
<0.01 mg/L
02/11/2019
Methyl ethyl ketone (TCLP)
SW846 Method 8260/5030
<0.05 mg/L
02111/2019
Tetrachloroethylene {TCLP}
SW846 Method 8260/5030
<0.01 mg/L
02/11/2019
Vinyl Chloride (TCLP)
SVV846 Method 826015030
<0.01 mglL
02/11/2019
RCI
Cyanide
EPA 335.4
<0.05 mg/kg
02/05/2019
Sulfide
sM 4500 S n
5.08 mg/kg
02/13/2019
Ignitablllty
SW 846 method 1010
71 80 of
02/15/2019
TCLP Metals
Arsenic
EPA 200.7
<1.0 mg1L
02/09/2019
Barium
EPA 200.7
<1.0 mglL
02/09/2019
Cadmium
EPA 200.7
<1.0 mg/L
02/09/2019
Chromium
EPA 200.7
<1.0 mglL
02/09/2O19
Lead
EPA 200.7
<1.0 mglL
02/09/2019
Selenium
EPA 200.7
<1.0 mglL
02/09/2019
Silver
EPA200.7
<1.Omg/L
02/09/2019
Mercury
EPA 245.1
<0.0002 mglL
02/07/2019
Comment: Revised to add trichloroet
ylene.
Reviewed by:
1
Report #:: 2019-01308 Page 2 of 2

ENVIRONMENTAL CHEMISTS, INC OFFICE 9IC-390z {FAX97rU 92Q4
Anal}rtical & Consulting Chemists NCDENR: DWQ CERTIFICATIOM # 94 NCDHHS: DLS CERTIFICATION * 37729 info@environmentalchemi$:ts.com
COLT FCTION AND CHAIN OF CUSTODY
CLIENT: Commandina Generai
PROJECT NAME: 'Camp L-ejeune MCB
REPORT NO: �-
ADDRESS: G-FIEMDIEQB/Erlviroflmerltal Lab
CONTACT NAME: Alberta Y. Okamoto
PO NO.
12 Post Lane
REPORT TO: Lauren Acosta
PHONE/FAX: [phone] (fax) 910451-7195
Camp Le•eone NC 28547
1 COPY TO:
albL rta Aam[atmgusTne mil roberl a I der1_Mu5rnc.mil.
email: Iaurenacosla usmcmH
Sampled By: , cn 5 t~ .s ..... _ SAMPLE i YPE: I = Influent, E = Effluent, W = Well, 5T = Stream, SO = Soil, SL = Sludge, Other:
Sample Identification
Collection
v
c
d
A rm
s o
U
1
sF
t o
s W
m
PRESERVATION
ANALYSIS REQl7E5xi [7
bate
Time
Temp
_
-o
I
Q
o
CRDM TANK
' ` r r
�''�'
so
C
P
f
't`tr
x
i C L P - Volatile, Semi -volatile,
Pesticides. Herbicides RCRA i3 metals
G
P
Reactivity, Corrosivity, Ignitabilify
G
G
G
P
G
G
C
P
G
G
_
C
P
G
G
C
P
G
G
G
P
G
G
C
P
G
G
e
P
G
G
C
P
G
G
Transfer
Relinquished By:
Do Me
Received By:
DateMime
1.cs>
to ] „ s7-
Temperature when Received: _ Accepted: ejected: Resample Requgsted: i
r Rom"
Delivered By; Received By i Date: � '-� i!me.
Comments:

CAMP LEJEUNE BENCH SCALE ATAD VOLATILE SOLIDS REDUCTION ANALYSIS
START-UP
DATE
10126MO19
A
B
C
D
E
F
G
H
I
J
SAMPLE
DATE
INHOUSE
ATAO
DIGESTION
WTOFDISH
1
WTOF
0104WET
SGUDS
SAMPLE
WEIGHT (g)
WTOF
DISHIDRY
SOLIDS ( )
TOTAL
SOLIDS
WEIGHT
191
ID -AI
%TOTAL
SOLIDS
1(EfC)X1oo1
WTOF
OISHGASH
III)
ASH
WEIGHT
(9)
IG-A
VOLATILE
SOLIDS
WEIGHT
10)
IE-H
%VOLATILE
SOLIDS
I X1
WEEKLY
AVERAGE
%VOLATILE
SOLIDS
REDUCTION
TEMP
01C
10/28/2019 I.H. ATAD 1 86.0412 1 111.73 1 25.59 1 86,4377 1 0.3965 1.54 66.2274 0.1852 0.2103 53.04 52.98 20.5
DUP 72.3278 1 97.41 1 25.08 1 72.7152 0.3874 1 1.54 1 72.5102 1 0.1824 1 0.205 52 92
10/31/2019
I.H. ATAD
75.5426
1 100.88
25.32
75.8768
0.3340
1.32
76.7034
0.1806
0.1734
51.92
51.87
2.09 21.5
DUP 86.0626 111.27 25.21 88.3988 0.3342 1.33 66.2236 0.181 0.1732 51.83
1 U612D19
I.H. ATAD
74.6336
1111.83
42.20
76.0693
0.4357
1.03
74.8511 d0.2175
0.2182
50.08
50.16
329
16.8
DUP 73.2969 98.93 25.63 73.5628 0.2639 1.03 73A302 1 0.1313 1 0.1326 50.25
1111512019
I.H. ATAD 88.6521
113.157
25.02
85.9232
0.2711
1.08
88.705
0.1329
0.1382
50.98
50.99
-1."
113
DUP 7S.5417 100.54 25.00 75.8137 0.2720 1.09 75.675 0.1333 0.1387 50.99
11 /2212019
I.H. ATAD
73.11108
98.63
25.02
73.8914
0.2606
1.12
73.7519
0.1411 0.1395
413.71
49.85
2.23
12.9
DUP 88.6US L113.6S 25.00 1 86.9372 I 0.2827 1 1.13 1 813.7959 0.1414 0.1413 49.98
11f29V2019
I.H. ATAD
66.0629
1 111.06
25.00
I 88.3339
1 0.2710
1 1.08 86.2058
0.1429
0.1281
47.27
47.55
4.60
12
DUP 72.3292 1 97.32 24.99 72.6024 1 0.2732 1 1.09 72.4717 0.1425 0.1307 47.84
VOLATILE SOLIDS REDUCTION =AITIAL VS - FINAL VS X 100
INITIAL VS (VSR <15%)

CAMP
LEJEURE RENCH SCALE ATA VLATILE SOU S
REDUCTION
ANALYSIS.
4th Quarter
2019
A
B
D
E
F
G
hl
I
1
SAMPLE-
IN HOUSL
WT OF DISH
WT OF
WT OF
TOTAI
%
WT OF
ASH
VOLATILE
of
WFEKLY
`fo
(EMP
DATE
ATAD
DISH+WL-I'
SAMPLE
DISH+DRYS
SOLIDS
TOTAL
DISH+ASH
WEIGHT
SOLIDS
VOLATILL
AVERAGE
VOLATI!_i_
DEGC.
DIGESTION
SOLIDS
WEIGHT
OLIDS
WEIGHT
SOLIDS
WEIGHT
SOLIDS
SOLIL,S
(g)
(g)
(P)
(g)
[8}
(g)
ID Al
(g)
10 A)
[£/C)X100
(K)
[G A)
[E H)
[I/E]X101J
10/28/2019
111 ATAD
86.0412
111.73
25.69
0.3965
0.3965
1,54%
86.2274
0.1862
0.2103
53.04%
52.98
0.00%
20.5
DUP
72.3278
97.41
25.08
0.3874
0.3874
1.54%
75.5102
3.1824
-2.7950
-721.48%
10/31/2019
1_11. ATAD
75.5428
100.86
25.32
75.8768
0.3340
1.32%
75.7034
0.1606
0.1734
51.92%
51.87
2.90%
21.5
DUP
86.0626
111.27
25.21
86.3968
0.3342
1.33%
86.2236
0.1610
0.1732
51.83%
11/8/2019
1 H ATAD
74.6336
116.83
42.20
75.0693
0.4357
1.03%
74.8511
0.2175
0.2182
50.08%
50.16
3.29%
16.8
DUP
73.2989
98.93
25.63
73.5628
0.2639
1.03%
73.4302
0.1313
0.1326
50.25%
11/15/2019
1 H. ATAD
88.6521
113.67
25.02
88.9232
0,2711
1.08%
88.7850
0.1329
0.1382
50.98%
50.99
-1.64%
13.3
DUP
75.5417
100.54
25.00
75.8137
0,2720
1.09%
75.6750
0.1333
0.1387
50.99%
11/22/2019
1. H. ATAD
73.6108
98.63
25.02
73,8914
0.2806
1.12%
73.7519
0.1411
0.1395
49.71%
49.85
2.23%
12.9
DUP
88.6545
113.65
25.00
88.9372
0.2827
1,13%
88.7959
0.1414
0.1413
49.98%
11/29/2019
1_H. ATAD
86.0629
111.06
25.00
86.3339
0.2710
1.08%
86.2058
0.1429
0.1281
47.27%
47.55
4,60%
12.0
DUP
72.3292
97.32
24.99
72,6024
0.2732
1.09%
72.4717
0.1425
0.1307
47,84%
Wednesday, February 5, 2020 page 1 of 1

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules)
Facility Name: Camp Lejeune AWWTP WQ Permit Number: WQ0012346
WWTP Name: Camp Lejeune AWWTP
Monitoring Period: From 1/1/2019 To 3/31/2019
NPDES Number: W00063029
Pathogen Reduction (40 CFR 503.32) - Please indicate level achieved and alternative performed:
Class A:
Alternative 1 0
Alternative 2
Alternative 3
Alternative 4
Alternative 5
Alternative 6
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost
Heat Drying
Heat Treatment
Thermophilic 9
Beta Ray
Gamma Ray
Pasteurization
Class B:
Alternative 1
Alternative 2
If applicable to alternative performed (Class B only) indicate "Process to Further Reduce Pathogens":
Lime Stabilization
Air Drying
Composting
Aerobic Digestion
Anaerobic Digestion
If applicable to alternative performed (Class A or Class B only) complete the following monitoring data:
Parameter
Allowable Level in
Sludge
Pathogen Density
Number of
Excee-
dences
Frequency
of Analysis
Sample
Type
Analytical
Technique
Minimum
Geo. Mean
Maximum
Units
Fecal Coliform
WO to the
6th power per-T
gram of total
solids
MPN
CFU
1000 mpn per 4 grams
of total solid (dry weight)
0.04
1.82
37.40
MPN/g
0 Weekly
Grab
SM9221E
Salmonella bacteria
(in lieu of fecal
coliform
3 MPN per 4 grams total
solid (dry weight)
Vector Attraction Reduction (40 CFR 503.33) - Please indicate option performed:
Alt. 1 (VS reduction)
Alt. 2 (40-day bench)
Alt. 3 (30-day bench)
Alt. 4 (Spec. 02 uptake
Alt. 5 (14-pay Aerobic)
Alt. 6 (Alk. Stabilization)
Alt. 7 (Drying - Stable)
I Alt. 8 (Drying - Unstable)
Alt. 9 (Injection)
Alt. 10 (Incorporation)
No vector attraction reduction alternatives were performed
CERTIFICATION STATEMENT (please check the appropriate statement)
"I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction
reduction requirement in 40 CFR 503.33 have been met."
0 "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction
reduction requirement in 40 CFR 503.33 have not been met." (please note if you check this statement attach an
explanation why you have not met one or both of the requirements.)
"This determination has been made under my direction and supervision in accordance with the system designed to ensure
that qualified personnel properly gather and evaluate the information used to determine that the pathogen and vector
attraction reduction requirements have been met. I am aware that there are significant penalties for false certification
including fine and imprisonment."
Preparer Name and'
Y /
Signatur of Prepare
Land Applier Name and Title (if applicable)(type or print)
Z- Z $-Z+�
Date Signature of Land Applier (if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T.1102 (26)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules)
Facility Name: Camp Lejeune AWWTP WQ Permit Number: WQ0012346
WWTP Name: Camp Lejeune AWWTP
Monitoring Period: From 4/1/2019
To 6/30/2019
NPDES Number: WQ0063029
Pathogen Reduction (40 CFR 503.32) - Please indicate level achieved and alternative performed:
Class A:
Alternative 1 ❑�
Alternative 2
Alternative 3
Alternative 4
Alternative 5
Alternative 6
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost
Heat Drying
Heat Treatment
Thermophilic Q
Beta Ray
Gamma Ray
Pasteurization
Class B:
Alternative 1
Alternative 2
If applicable to alternative performed (Class B only) indicate "Process to Further Reduce Pathogens":
Lime Stabilization
Air Drying
Composting
Aerobic Digestion
Anaerobic Digestion
If applicable to alternative performed (Class A or Class B only) complete the following monitoring data:
Parameter
Fecal Coliform
Allowable Level in
Sludge
Pathogen
Density Number of
Excee-
Maximum Units dences
Frequency
of Analysis
Sample
Type
Analytical
Technique
Minimum
Geo. Mean
2x10 to the
6th power per
gram of total
solids
MPN
CFU
5.10
MPN/g
0
1000 mpn per 4 grams
of total solid (dry weight)
0.51
1.41
Weekly
Grab
SM9221E
Salmonella bacterla
(in Ilea of fecal
coliform
13 M P N per 4 grams total
solid (dry weight)
Vector Attraction Reduction (40 CFR 503.33) - Please indicate option performed:
Alt. 1(VS reduction)
Alt. 2 (40-day bench)
Alt. 3 (30-day bench)
Alt. 4 (Spec. 02 uptake
Alt. 5 (14-Day Aerobic)
Alt. 5 (Alk. Stabilization)
Alt. 7 (Drying - Stable)
I Alt. S (Drying - Unstable)
Alt. 9 (injection)
Alt. 10 (Incorporation)
No vector attraction reduction alternatives were performed
CERTIFICATION STATEMENT (please check the appropriate statement)
0 "1 certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction
reduction requirement in 40 CFR 503.33 have been met."
"1 certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction
reduction requirement in 40 CFR 503.33 have not been met." (please note if you check this statement attach an
explanation why you have not met one or both of the requirements.)
"This determination has been made under my direction and supervision in accordance with the system designed to ensure
that qualified personnel properly gather and evaluate the information used to determine that the pathogen and vector
attraction reduction requirements have been met. I am aware that there are significant penalties for false certification
including fine and imprisonment."
r -
F C"-
Preparer Name and it (type or print) Land Applier Name and Title (if applicable)(type or print)
ZZwZ 6,
Sig nat ofJ epare Date Signature of Land Applier (if applicable) Date
*Prep`ar€r is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T.1102 (26)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules)
Facility Name: Camp Lejeune AWWTP
WQ Permit Number: WQ0012346
WWTP Name: Camp Lejeune AWWTP
Monitoring Period: From 7/1/2019
To 9/30/2019
NPDES Number: WQ0063029
Pathogen Reduction (40 CFR 503.32) - Please indicate level achieved and alternative performed:
Class A:
Alternative 1
Alternative 2
Alternative 3
Alternative 4
Alternative 5
Alternative 6
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost
Heat Drying
Heat Treatment
Thermophilic O
Beta Ray
Gamma Ray
Pasteurization
Class B:
Alternative 1
Alternative 2
If applicable to alternative performed (Class B only) indicate "Process to Further Reduce Pathogens":
Lime Stabilization
Air Drying
Composting
Aerobic Digestion
Anaerobic Digestion
If applicable to alternative performed (Class A or Class B only) complete the following monitoring data:
Parameter
Allowable Level in
Sludge
WO to the MPN
6th power per
gram of total CFU
solids
Pathogen Density
Units
Number of
Excee-
dences
Frequency
of Analysis
Sample
Type
Analytical
Technique
Minimum
Geo. Mean
Maximum
Fecal Coliform
1000 mpn per 4 grams
of total solid (dry weight)
0.30
2.80
20.66
MPN/g
0
Weekly
Grab
SM9221E
Salmonella bacteria
fin lieu of fecal
collform
3 MPN per 4 grams total
solid (dry weight)
Vector Attraction Reduction (40 CFR 503.33) - Please indicate option performed:
Alt. 1(VS reduction)
Alt. 2 (40-day bench)
Alt. 3 (30-day bench)
Alt. 4 (Spec. 02 uptake
Alt. 5 (14-Day Aerobic)
Alt. 6 (Alk. Stabilization)
Alt. 7 (Drying - Stable)
Alt. 8 (Drying - Unstable)
Alt. 9 (Injection)
Alt. 10 (Incorporation)
No vector attraction reduction alternatives were performed
CERTIFICATION STATEMENT (please check the appropriate statement)
"I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction
reduction requirement in 40 CFR 503.33 have been met."
0 011 certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction
reduction requirement in 40 CFR 503.33 have not been met." (please note if you check this statement attach an
explanation why you have not met one or both of the requirements.)
"This determination has been made under my direction and supervision in accordance with the system designed to ensure
that qualified personnel properly gather and evaluate the information used to determine that the pathogen and vector
attraction reduction requirements have been met. I am aware that there are significant penalties for false certification
including fine and imprisonment."
Preparer Name a d Ti (type or print)
Signatu o
�Zv Zy
Date
Land Applier Name and Title (if applicable)(type or print)
Signature of Land Applier (if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T.1102 (26)

ANNUAL PATHOGEN AND VECTOR ATTRACTION REDUCTION FORM (503 Rules)
Facility Name: Camp Lejeune AWWTP WQ Permit Number: WQ0012346
WWTP Name: Camp Lejeune AWWTP
Monitoring Period: From 10/1[2019 To 12/31/2019
NPDES Number: WQ0063029
Pathogen Reduction (40 CFR 503.32) - Please indicate level achieved and alternative performed:
Class A:
I Alternative 1 I]
Alternative 2
Alternative 3
f Alternative 4 j Alternative 5 Alternative 6 !
If applicable to alternative performed (Class A only) indicate "Process to Further Reduce Pathogens":
Compost
Heat Drying
Heat Treatment
I Thermophilic Sd
I Beta Ray
Gamma Ray
Pasteurization
Class B:
Alternative 1
I Alternative 2
If applicable to alternative performed (Class B only) indicate "Process to Further Reduce Pathogens":
1 Lime Stabilization
Air Drying
Composting Aerobic Digestion
Anaerobic Digestion
If applicable to alternative performed (Class A or Class B only) complete the following monitoring data:
Allowable Level in
Pathogen Density
Number of
Frequency
Sample
Analytical
Parameter
Sludge
Excee-
of Analysis
Type
Technique
Minimum
Geo. Means
Maximum
Units
deuces
i
2x10 to the I MPN
!
6th power per
'Fecal Coliform
gram of total CFU
j
solids
!
1000 mpn per 4 grams
of total solid (dry weight)
3.11
4.69
I 7.25 MPN/g
0
Weekly
( Grab
i SM9221E
Salmonella bacteria
3 MPN per 4 grams total
�I (in lieu of fecal
solid (dry weight)
coliform)
Vector Attraction Reduction (40 CFR 503.33) - Please indicate option performed:
Alt. 1(VS reduction)
Alt. 2 (40-day bench) 77777TAlt.
3 (30-day bench)
Alt. 4 (Spec. 02 uptake
Alt. 5 (14-Day Aerobic)
I Alt. 6 (Alk. Stabilization)
Alt. 7 (Drying - Stable)
Alt. 8 (Drying - Unstable)
Alt. 9 (Injection)
JAR. 10 (Incorporation)
I No vector attraction reduction alternatives were performed
CERTIFICATION STATEMENT (please check the appropriate statement)
0 "I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction
reduction requirement in 40 CFR 503.33 have been met."
"I certify, under penalty of law, that the pathogen requirements in 40 CFR 503.32 and the vector attraction
reduction requirement in 40 CFR 503.33 have not been met." (please note if you check this statement attach an
explanation why you have not met one or both of the requirements.)
"This determination has been made under my direction and supervision in accordance with the system designed to ensure
that qualified personnel properly gather and evaluate the information used to determine that the pathogen and vector
attraction reduction requirements have been met. I am aware that there are significant penalties for false certification
including fine and imprisonment."
-
Preparer Na an itle (type or print) Land Applier Name and Title (if a pplica ble) (type or print)
L' Z 7-9-1
Sign _re rer* Date Signature of Land Applier (if applicable) Date
*Preparer is defined in 40 CFR Part 503.9(r) and 15A NCAC 2T.1102 (26)

Marine Corps Base
Camp Lejeune, North Carolina
Operations and Maintenance Plan
Residuals Application Program
June 2018
(FINAL)
Enclosure (2)

Operations and Maintenance Plan: Residuals Application Program
MCB CAMLEJ - 2018
June 2018
Final
TABLE OF CONTENTS
TABLEOF CONTENTS...............................................................................................................................................I
LISTOF EXHIBITS...................................................................................................................................................IV
1.0 INTRODUCTION.........................................................................................................................................1
1.1 Background and Purpose............................................................................................. 1
1.2 Overview of Manual..................................................................................................... 1
2.0 OPERATING PERMIT AND STANDARDS......................................................................................................6
3.0 FACILITIES DESCRIPTIONS..........................................................................................................................7
3.1 Equipment...................................................................................................................
7
3.1.1
Loading Station........................................................................................................................................7
3.1.2
Highway Tractors and Tanker Trailers.....................................................................................................7
3.2 Land
Application Sites................................................................................................10
3.2.1
Land Application Sites (up to 2016).......................................................................................................11
3.2.2
New Land Application Sites (2017)........................................................................................................11
3.2.3
Updated Site Locations and Available Area...........................................................................................13
3.2.4
Road and Trails......................................................................................................................................15
3.2.5
Ammunition Supply Point (ASP).............................................................................................................15
3.2.6
Wildlife Food Plots.................................................................................................................................15
3.2.7
TLZs, GPs, and Firing Ranges..................................................................................................................15
3.2.8
Closed Landfill........................................................................................................................................15
3.2.9
Clear -Cuts and Recent Plantings............................................................................................................16
3.2.10
Application Area Marker Posts..........................................................................................................16
3.2.11
Transfer Areas...................................................................................................................................16
3.2.12
Site Maps/Map Booklet.....................................................................................................................18
4.0 OPERATIONS...........................................................................................................................................19
4.1 Coordination and Planning..........................................................................................19
4.1.1
Range Control........................................................................................................................................19
4.1.2
Ammunition Supply Point (ASP).............................................................................................................19
4.1.3
Base Fish and Wildlife Section...............................................................................................................19
4.1.4
Forestry Section.....................................................................................................................................19
4.1.5
Landfill Operations.................................................................................................................................20
4.2
Residuals Characteristics............................................................................................20
4.2.1
Residual Quantities................................................................................................................................20
4.2.2
Residuals Quality....................................................................................................................................20
4.3
Acceptable Spray Areas..............................................................................................20
4.4
Residuals Loading Rates............................................................................................21
4.4.1
PlantAvailable Nitrogen (PAN)..............................................................................................................23
4.4.2
Phosphorus Loading...............................................................................................................................24
4.5
Using the IRAMS........................................................................................................24
4.6
Hauling and Application Procedures...........................................................................24
4.6.1
Daily Pre -Startup Activities....................................................................................................................24
4.6.2
Tanker Loading......................................................................................................................................25
4.6.3
Residuals Transport and Transfer..........................................................................................................25
4.6.4
Residuals Application.............................................................................................................................26
5.0 MONITORING AND RECORDKEEPING...................................................................................................... 29
5.1 Monitoring Program....................................................................................................29
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June 2018
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5.1.1
Monitoring Frequency............................................................................................................................29
5.1.2
Recommended Pathogen and Vector Attraction Reduction Methods...................................................30
5.1.3
Residuals Monitoring.............................................................................................................................31
5.1.4
Sampling Procedures.............................................................................................................................32
5.2
Record -Keeping Requirements...................................................................................34
5.2.1
Records of Pollutant Concentrations......................................................................................................34
5.2.2
Records of Vector Attraction Reduction.................................................................................................36
5.2.3
Records of Land Application...................................................................................................................36
5.2.4
Noncompliance Notification..................................................................................................................36
5.3
Record -Keeping Methods...........................................................................................37
5.3.1
Daily Operator Transport/Application Logs...........................................................................................37
5.3.2
Recordkeeping with IRAMS....................................................................................................................37
6.0 MAINTENANCE........................................................................................................................................39
6.1
Management...............................................................................................................39
6.1.1
Maintenance Warranty Provisions........................................................................................................39
6.1.2
Maintenance Personnel.........................................................................................................................39
6.1.3
Maintenance Information Sources.........................................................................................................39
6.1.4
Maintenance Tools and Equipment.......................................................................................................41
6.2
Maintenance Procedures............................................................................................42
6.2.1
Preventive Maintenance........................................................................................................................42
6.2.2
Equipment Lubrication...........................................................................................................................43
6.2.3
Maintenance of Application Sites..........................................................................................................43
6.2.4
Road and Trail Maintenance..................................................................................................................44
6.2.5
General Housekeeping...........................................................................................................................44
6.2.6
General Maintenance Tools and Equipment..........................................................................................44
7.0 PERSONNEL.............................................................................................................................................45
7.1 Staffing.......................................................................................................................45
7.2 Staff Position Descriptions..........................................................................................45
7.2.1 Residuals Program Manager.................................................................................................................45
7.2.2 Responsibilities.......................................................................................................................................45
7.2.3 Qualifications.........................................................................................................................................46
7.2.4 Residuals Program Operator..................................................................................................................46
7.3 Training Programs......................................................................................................47
8.0 SAFETY.................................................................................................................................................... 48
8.1
Compliance with Range Control Standard Operating Procedures (SOPs) ..................48
8.2
Safety Overview..........................................................................................................48
8.5
Proper Lifting Practices...............................................................................................50
8.6
Working with Electrical Equipment..............................................................................51
8.7
Fire Extinguishing Equipment.....................................................................................52
8.8
Bacterial Infection.......................................................................................................53
8.9
Safety Equipment.......................................................................................................53
8.9.1
Gloves....................................................................................................................................................54
8.9.2
Safety Glasses and Face Shields.............................................................................................................54
8.9.3
Rubber Boots..........................................................................................................................................54
8.9.4
Neoprene -Impregnated Clothes.............................................................................................................54
8.10
First Aid Training.........................................................................................................55
8.11
Communication Equipment.........................................................................................55
8.12
Emergency Telephone Numbers.................................................................................55
8.13
Accident Reports........................................................................................................55
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Operations and Maintenance Plan: Residuals Application Program
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June 2018
Final
8.14 Suggested Safety References....................................................................................56
9.0 SPILL CONTROL AND RESPONSE.............................................................................................................. 57
9.1 Spill Control................................................................................................................57
9.2 Spill Response............................................................................................................57
9.3 Spill Recordkeeping and Reporting.............................................................................57
Appendix
A DEQ Permit No. WQ0012346 (Distribution of Class A Wastewater Residuals)
B Tabular Residual Spray Fields
C Manufacturer's Literature for Application Area Marker Posts
D Truck Operators Guide
E DOT Vehicle Inspection Requirements (49CFR 396.17)
F EPA's Control of Pathogens and Vector Attraction in Sewage Sludge, Chapter 8 &
EPA's Control of Pathogens and Vector Attraction in Sewage Sludge, Appendix C and
Appendix D; Specific Oxygen Uptake Rate Testing Compliance
G Blank DEQ Annual Reporting Forms
H Spill Response Reporting Decision Tree (Wastewater)
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Operations and Maintenance Plan: Residuals Application Program
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June 2018
Final
LIST OF EXHIBITS
Exhibit
Page
1-1
Aerial View of Wastewater Treatment Plant................................................................3
1-2
Process Flow Diagram...............................................................................................4
3-1
Residuals Loading Station..........................................................................................8
3-2
Residuals Loading Station with New Pump Installed in March 2017 ...........................8
3-3
Highway Tractor/Trailer Used in RAP.........................................................................9
3-4
Spray Truck for Residuals Application......................................................................10
3-5
Residual Application Site Exclusion Criteria.............................................................12
3-6
New Residual Application Areas(2017)....................................................................12
3-7
Total Residual Application Areas(2017)...................................................................13
3-8
Application Site Index Map (2017)...........................................................................14
3-9
Application Area Marker Posts Diagram...................................................................17
4-1
Annual Average Residuals Quantities and Volumes.................................................20
4-2
Residuals Characteristics and Permit Limits.............................................................22
4-3
Estimated Land Application Area Requirements.......................................................24
5-1
Permit No. WQ0012346 Monitoring Frequencies......................................................30
5-2
Pathogen and Vector Attraction Reduction (VAR) Criteria ........................................
31
5-3
Residuals Analysis Parameters, Frequencies, and Methods....................................33
5-4
TCLP Analysis Parameters.......................................................................................
35
5-5
Parameters for Class A Residual Analysis................................................................36
6-1
Routine Preventive Maintenance Procedures for Equipment...............................40-41
6-2
General Housekeeping Schedule.............................................................................44
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Operations and Maintenance Plan: Residuals Application Program
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June 2018
Final
Acronyms and Abbreviations
AADF
Annual Average Daily Flow
APHA
American Public Health Association
ASP
Ammunition Supply Point
ATAD
Autothermal Thermophilic Aerobic Digestion
AWWTP
Advanced Wastewater Treatment Plant
BM
Base Maintenance
BNR
Biological Nutrient Removal
CAMLEJ
Camp Lejeune
CPR
Cardio Pulmonary Resuscitation
CFR
Code of Federal Regulations
CSDO
Command Staff Duty Officer
DMS
Data Management System
dtpd
Dry Tons per Day
dwb
Dry Weight Basis
ELS
Environmental Lab Section
EMD
Environmental Management Division
EPA
U.S. Environmental Protection Agency
FTR
Forest Trails
GIS
Geographical Information System
gpd
Gallons per Day
gpm
Gallons per Minute
GPs
Gun Position
INMC
Interagency Nutrient Management Committee
IRAMS
Integrated Residuals Application Management System
Ib/ac/yr
Pounds per Acre per Year
LOTO
Lock -Out; Tag -Out
MCB CAMLEJ
Marine Corps Base Camp Lejeune
MCC
Motor Control Center
mg/kg
Milligrams per Kilogram
mgd
Million Gallons per Day
MHZ
Megahertz
MMADF
Maximum Month Average Daily Flow
mph
Miles per Hour
MPN
Most Probable Number
NA
Not Applicable
NCDEQ
North Carolina Department of Environment Quality
O&M
Operations and Maintenance
ODI
Official Document Inventory
PAN
Plant Available Nitrogen
PPM
Parts per Million
RAP
Residuals Application Program
RCDO
Range Control Duty Officer
RCW
Red -Cockaded Woodpecker
RFMSS
Range Facilities Management Support System
RMP
Residuals Management Plan
RPM
Residuals Program Manager
RPO
Residuals Program Operators
rpm
Revolutions per Minute
SOP
Standard Operating Procedure
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Operations and Maintenance Plan: Residuals Application Program
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June 2018
Final
TCLP
Toxicity Characteristic Leading Procedure
TLZ
Tactical Landing Zone
TN
Total Nitrogen
TS
Total Solids
TTR
Tank Trails
UL
Underwriters Laboratories, Inc.
VAR
Vector Attraction Reduction
VS
Volatile Solids
WWTP
Wastewater Treatment Plant
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Operations and Maintenance Plan: Residuals Application Program June 2018
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1.0 INTRODUCTION
The primary purpose of this Operations and Maintenance (O&M) Plan is to help Camp Lejeune
(CAMLEJ) Advanced Wastewater Treatment Plant (AWWTP) staff perform their jobs safely and
effectively while properly maintaining and operating the residuals land application system. This
O&M Plan is a requirement of CAMLETs permit for it Residuals Distribution Program of Class A
Residuals (WQ0012346, Section 111.2) (Appendix A). This section discusses the purpose of this
manual and provides an overview of its contents.
1.1 Background and Purpose
Marine Corps Base Camp Lejeune (MCB CAMLEJ) owns and operates a 15 million gallon per
day (mgd) advanced wastewater treatment plant (AWWTP) located in the French Creek area.
The AWWTP contains screening and grit removal, primary and secondary clarification, biological
nutrient removal, filtration, post aeration, flow measurement, disinfection and a discharge outfall
with diffuser. Auto thermal Thermophilic Aerobic Digestion (ATAD) is used to produce wastewater
residuals that are of exceptional quality (i.e., Class A). The Class A residuals meet federal and
state standards which require more stringent metal limits, lower pathogen concentrations, as well
as vector attraction reduction requirements. Exhibit 1-1 is an aerial photograph and site plan for
the facility. A general process flow diagram for the AWWTP is presented in Exhibit 1-2.
Since 1999, MCB CAMLEJ's Residual Application Program (RAP) staff, located at the French
Creek AWWTP, have operated and maintained the ATAD system and land applied wastewater
residuals on MCB CAMLEJ. As of September 2017, the RAP staff land applied the wastewater
residuals on 188 sites totaling approximately 1,361 acres. This acreage was developed based
on the `in -use" spray area listed in the GIS data, the 2015 IRAMS maps, and information provided
by the RAP Manager. Using tanker trucks and spray trucks, the RAP staff transport and spray
wastewater residuals on tactical landing zones (TLZs), gun positions (GPs), ranges, tank trails
(TTRs) and forest trails (FTRs). This does not include the following:
• Wildlife food plots which require smaller equipment to effectively spray the residuals
• Ammunition Supply Point (ASP) which, although approved for application, does not have
current Command permission to spray
• Closed Landfill Areas (Note: the NC Department of Environmental Quality [NCDEQ] has
previously not allowed residuals to be applied at the landfill; however, the use of closed
landfill areas for this use may be further pursued by MCB CAMLEJ)
• West side of CAMLEJ (i.e., west of New River) of CAMLEJ (a possible future expansion
of the RAP).
The initial Operations and Maintenance (O&M) Manual for the Residuals Application Program
was prepared in December 1998 to advise and instruct AWWTP/RAP staff on the O&M
procedures for the residuals land application program. This 2017 document is the second revision
of the O&M Manual. This introduction provides a section -by -section overview of the manual to
help RAP staff locate specific areas of interest and need.
1.2 Overview of Manual
This manual applies only to the operation of the residuals management program, including
residuals monitoring and recordkeeping requirements. The manual covers operations up to, and
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Operations and Maintenance Plan: Residuals Application Program June 2018
MCB CAMLEJ - 2018 Final
including, the loading of transport trailers at the loading station. The following information can be
found in this manual:
• Descriptions of facilities and equipment
• General maintenance practices
• Suggested operating procedures
• General safety and emergency procedures
• Suggestions for monitoring and recordkeeping
Specific information about routine lubrication and maintenance tasks and operation of the
Integrated Residuals Application Management System (IRAMS) operations computer program
may be more readily obtained from the O&M manuals supplied by equipment manufacturers and
the help manual included with the IRAMS program.
The manufacturer O&M manuals are kept in the Residual Maintenance Manager's office for quick
reference. Strict adherence to maintenance requirements is necessary to keep equipment
functioning properly.
This manual includes material from various sources and should be used as a reference. AWWTP
staff should be familiar with the contents of each chapter so that essential information can be
found quickly. The table of contents and list of exhibits and appendixes can be used to locate
specific information. The reader may also refer to Section 2 for required permits and standards.
This manual should be updated if there are changes to the residual applications program is
implemented, if new facilities are added, or additional information is needed.
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B_ NR/Chemical Control v
Biological % 'ti Building,. Autothermal,
Nutrient Thermophilic Aerobic
Archimedes
Reduction Digesters (ATAD)
(BNR) . Pumps
1
r Crom .�
Tank:
z a r ! Loading
Primary -
" Station J •r
Clarifiers
Drying
Sludge Beds
Dewatering
Area
H
F e'
Maintenari
Building,
,F Second
Clarifiers
ravity
.Filters
Operations
.. Building
arshall Flume
Owl
Re-Aeration Basin
;t'e _ UV Disinfection

Ai
!0
Cl)
Sticks,
Rags, Chit
Suspended
& Scum
Solids
Removal
Removal
RANG INFLUENT
Exhibit 1-2. Process Flow Diagram
A2OBiologic al. Processes
Nitro Gas Nitrogen Gas
Anaerobic Anoxic Aeration noxic
Recycle
BFD5ohds Recycle
Waste Phosphorous
Erniched Biosoks
Thickening Thickening
12
11 Ultraviolet
Light
Solids LT.
Aeration Settling Filtration Reaeration j I}iisinfection
TREATED
EFFLUENT
TO NEW
RIVER
r1
ATAD
13
Solids
5alids
Treatment at
2,66a--gallon
6,000-gallon Tanker Appkcation Tanker Land Application Sites
a)
3
C—
m
-n N
5.2
2) 00

Operations and Maintenance Plan: Residuals Application Program June 2018
MCB CAMLEJ - 2018 Final
The following descriptions summarize each of the O&M manual sections.
• Section 2 summarizes the permit governing the operation of MCB CAMLEJ's RAP.
• Section 3 presents general descriptions of land application sites and all facilities and
equipment associated with the RAP. RAP staff are responsible for applying digested Class A
wastewater residuals to land application sites and for operating and monitoring the residuals
treatment process at the AWWTP.
• Section 4 presents procedures and information to facilitate ongoing operation of the CAMLEJ
RAP.
• Section 5 presents the monitoring program and record -keeping requirements for use in the
RAP. Included are descriptions of sampling frequencies, sampling locations, sample collection
handling and preservation protocols, and analytical parameters and methods.
• Section 6 presents an overview of general maintenance requirements, including a checklist of
routine preventive maintenance procedures for major equipment and the frequency with which
they should be performed. For more specific maintenance and lubrication questions,
manufacturer O&M manuals should be consulted.
• Section 7 presents personnel requirements for the RAP, including qualifications,
responsibilities, certification, and training. Program staff and responsibilities were determined
from an analysis of required O&M tasks. All personnel should be cross -trained to permit
substitution during weekends, holidays, vacation, and sick leave.
• Section 8 presents general information on safety procedures that can help prevent accidents,
as well as specific information on pump station hazards, electrical and mechanical equipment
hazards, fire protection, bacterial infection, procedures for handling hazardous chemicals, and
safety equipment.
• Section 9 presents general information in the event of spills.
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Operations and Maintenance Plan: Residuals Application Program
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2.0 OPERATING PERMIT AND STANDARDS
This section summarizes the requirements of Permit No. WQ0012346, issued by North Carolina's
Department of Environmental Quality, which covers the operation of MCB CAMLETs residuals
management program. The permit (was issued on 9 October 2015, and is effective from
1 November 2015 until 31 October 2020.
The permit consists of six major sections as summarized below:
• Section I, Schedules
• Section II, Performance Standards
• Section III, Operations and Maintenance Requirements
• Section IV, Monitoring and Reporting Requirements
• Section V, Inspections
• Section VI, General Conditions
• Attachment A, Approved Residual Sources
The RPM and operators should review each section to become familiar with specific requirements
of the permit. A copy of the DEQ permit (Permit No. WQ0012346) is provided in Appendix A.
It is important that the RPM and all operators be familiar with specific information and
requirements of the permit. Additional monitoring and record -keeping requirements found in the
permit are discussed in Section 5, Monitoring and Recordkeeping of this O&M Plan.
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3.0 FACILITIES DESCRIPTIONS
Residuals application to forestland and other vegetated areas of MCB CAMLEJ provides for the
beneficial reuse of AWWTP-generated residuals. Land application enables the plant and soil
system to beneficially use the nutrients and other constituents present in the residuals. This
section presents general descriptions of land application sites and all facilities and equipment
associated with the RAP. RAP staff, located at the AWWTP, are responsible for applying digested
Class A wastewater residuals to land application sites and for operating and monitoring the
residuals treatment process.
3.1 Equipment
Major equipment associated with the RAP includes the loading station, highway tractors and
hauling trailers, and land application vehicles. Manufacturer manuals providing descriptions of the
ATAD sludge treatment system and storage system are in the RPM's office at the AWWTP.
3.1.1 Loading Station
Liquid residuals are transferred from the aboveground storage tank (i.e., the CROM tank) to a
hauling trailer via a loading station located beside the CROM tank. The location of the loading
station is shown on the general site plan (Exhibit 1-1). Dual non -clog, horizontal centrifugal pumps
transfer the residuals into the tanker through a riser and loading hose. Each pump delivers
approximately 300 gallons of residuals per minute (gpm). New pumps were installed in March
2017 (See Exhibit 3-2). Refer to the manufacturer's O&M manual and AWWTP record drawings
located in the RPM's office for a more detailed layout and description of the loading station
facilities and operating equipment.
3.1.2 Highway Tractors and Tanker Trailers
The RAP staff utilize three hauling tankers, each pulled by a standard highway semi -tractor, to
transport liquid residuals to application sites across the eastern half of the Base (See Exhibit 3-
3). Each trailer consists of an aluminum, single -compartment tank with a capacity of 8,400
gallons. The non -pressurized, vented tanks are cylindrical and pitched to the center to facilitate
complete sludge removal. Each trailer has rear tandem axles and a fifth wheel hitch at the front
with a crank -operated landing gear. This setup allows trailer disconnection from the highway
tractor so that the trailer can stand alone.
Weight limits for roads along the transportation route limits the maximum volume of residuals
hauled in each tanker to approximately 6,000 gallons which is equivalent to three application
vehicle loads (see description of application vehicle below). The trailer tank is loaded through a
4-inch bottom -loading port located in the center of the trailer.
The diesel -powered, tandem -axle semi -tractors each have a stationary, mounted fifth wheel
compatible with the trailers. Consult the owner's manual provided with the trucks and trailers for
detailed equipment descriptions and operating instructions.
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Operations and Maintenance Plan: Residuals Application Program
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Final
Exhibit 3-1. Residuals Loading Station
Exhibit 3-2. Residuals Loading Station with new pumps installed in March 2017
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Exhibit 3-3. Highway Tractor/Trailer used in the RAP
3.1.3 Land Application Vehicles
Two liquid sludge application vehicles (high -flotation, 2,000-gallon capacity) are used to apply the
liquid residuals (see Exhibit 3-4). Each vehicle is equipped with a vacuum/pressure pump and
other components to load and spread residuals from the tanker trailers. A chopper pump located
in the bottom of the tank provides an added pressure boost to operate a spray nozzle located at
the top rear of the vehicle. The spray nozzle can be operated remotely by using controls located
in the vehicle cab. Residuals can be surface -spread directly behind the vehicle by using a rear
splash plate, or by using the spray nozzle up to 100 feet away from the vehicle. A climate -
controlled cab protects the operator from inclement weather for year-round operation. The
vehicles are also equipped with high -flotation tires to allow year-round site access and to minimize
soil compaction.
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Operations and Maintenance Plan: Residuals Application Program
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June 2018
Final
Exhibit 3-4. Spray Truck used in Residuals Application
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Consult the manufacturer's manual (Terragator Equipment Binder) located in the RPM's office at
the AWWTP for the following detailed information:
• Parts summary for all major vehicle systems (chassis, wheels, drive axle, brakes, engine,
transmission, drive shaft, cooling system, power steering, electrical system, air cleaner,
exhaust system, cab assembly, hood and grill, fuel tank, accelerator, heater/defroster, seat
assembly, warranties, and accessories)
RAP staff should become thoroughly familiar with the manufacturer's O&M manual and should
consult it for drawings and parts lists for all vehicle systems.
3.2 Land Application Sites
Competing land use objectives at CAMLEJ are a significant challenge when identifying suitable
areas for residuals application. Most of the Base's undeveloped areas are used for military
training. In addition, the Base is home to several threatened & endangered animal and plant
species, most notably the red -cockaded woodpecker (RCW). Also, large areas of the Base are
unusable because they are part of firing ranges or impact areas.
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Operations and Maintenance Plan: Residuals Application Program June 2018
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The area available for residuals application excluded areas with unsuitable soil or areas set aside
for buffer zones or miscellaneous structures. Buffer zones around the currently identified land
application sites, as well as the site reviews and soils information presented earlier in this section,
were used to develop detailed maps showing suitable application area locations throughout the
eastern half of CAMLEJ. These buffer zones should be used to establish future buffer zones
around any sites that may be included in the RAP.
3.2.1 Land Application Sites (up to 2016)
As of 2016, the RAP staff applied wastewater residuals on 188 sites totaling approximately 1,361
acres on MCB CAMLEJ. The application areas avoided staging and mess areas, places of public
assembly, and allowed for buffers from potable wells, surface waters, and natural drain ways and
endangered animal and plant species. Exhibit 3-7 provides a breakdown of the total residual
application areas at CAMLEJ.
The existing residual application areas does not include the following
• Wildlife food plots which require smaller equipment to effectively spray the residuals.
• Ammunition Supply Point (ASP) which, although approved for application, does not have
current Command permission to spray.
• Closed Landfill Areas (Note: the NC Department of Environmental Quality [NCDEQ] has
previously not allowed residuals to be applied at the landfill; however, the use of closed
landfill areas for this use may be further pursued by MCB CAMLEJ).
• West side of CAMLEJ (i.e., west of New River) of CAMLEJ (a possible future expansion
of the RAP).
3.2.2 New Land Application Sites (2017)
In late 2016, CAMLEJ initiated a project to update its RMP. One of the main objectives of the
project was to identify new residual application sites. According to the RMP Manager, additional
application sites were needed because wastewater generation has continued to increase and
available application sites have decreased due to construction and development and the
discontinued use of the food plots at MCB CAMLEJ.
In February 2017, MultiMAC JV conducted field efforts to identify additional spray sites. The
selection of candidate spray sites was a multi -step process. Initially, MultiMAC JV met with the
MCB CAMLEJ RAP management staff to identify new potential sites for residual application. MCB
CAMLEJ identified candidate roads, trails and new range areas based on their familiarity with the
installation. Large areas, such as ranges and other training areas, are preferred because they
can use a larger spray nozzle and apply more residuals in a short amount of time. MCB CAMLEJ
indicated MultiMAC JV should not include areas in the candidate review process that were in
close proximity to occupied structures such as office buildings, commercial areas, industrial
buildings, residential areas or the Impact Area.
MultiMAC JV requested and obtained geographic information system (GIS) data layers for various
environmental features from the MCB CAMLETs GIS office. These layers included wetlands,
threatened and endangered species, water wells and topography. Using the GIS layers,
MultiMAC JV applied setbacks or buffers either required by MCB CAMLETs Residual Application
Permit requirements (NCDEQ Permit No. WQ0012346 dated 9 October 2015) or based on
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Operations and Maintenance Plan: Residuals Application Program June 2018
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guidance from installation personnel. For drinking water wells, a setback radius of 200 feet was
used for each well to be consistent with Zone 1 exclusion zones identified in MCB CAMLEJ's
Wellhead Protection Plan (2015). These setback requirements are shown in Exhibit 3-5 and were
applied to determine potential sites. Also per permit requirements, MultiMAC JV excluded areas
with slopes greater than 10% as candidate spray areas for the liquid residuals.
Exhibit 3-5. Camp Lejeune Residual Application Site Exclusion Criteria
Exclusion Criteria
Setback / Buffer Requirements
(feet)
Source
Private wells/water supply
100
Permit No. WO0012346
Surface waters
100
Permit No. WO0012346
Surface water diversions
25
Permit No. WO0012346
Wells
200
Wellhead Protection Plan
(Zone of Transport 1 buffer)
Wetlands (jurisdictional and planning)
100
Permit No. WO0012346
Red -cockaded woodpecker habitat
200
Base Guidance
Areas >10% grade
Fully Excluded
Permit No. WO0012346
Wildlife food plots
Fully Excluded
Base Guidance
Existing residual spray areas
Fully Excluded
Base Guidance
Bald eagle habitat (buffers)
Fully Excluded
Base Guidance
MultiMAC JV met with various individuals at MCB CAMLEJ's Environmental Conservation Branch
to determine buffers for areas identified as having threatened and endangered species, wildlife
food plots and timber management concerns. Based on those interviews, MultiMAC JV applied
a 200-foot buffer around all red -cockaded woodpecker (Picoides borealis) nesting trees and
excluded bald eagle (Haliaeetus leucocephalus) nesting trees (no buffer applied). Such areas
were excluded as candidate sites. In addition, MultiMAC JV excluded all wildlife food plots as
candidate sites for residual application because the spray application equipment is too large to
effectively spray food plot areas. MultiMAC JV also excluded forested areas that were not already
accessible via TTRs or FTRs (i.e., new roads or trails were not proposed to access additional
forested areas). As a result, forested areas were only considered for residual application if the
areas were accessible via an existing road or trail.
The 2016/2017 project identified an additional 631 acres that could be used for residuals
application. Exhibit 3-6 provides a breakdown of the new residual application areas at CAMLEJ
identified in 2017.
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Operations and Maintenance Plan: Residuals Application Program
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Final
Exhibit 3-6. New Residual Application Areas
Land Use Type
Application Area
(acres)
Roads/Trails
571.8
Tactical Landing Zones
29.1
Gun Positions
30.2
Totala
631.1
a Total may not sum exactly due to rounding.
3.2.3 Updated Site Locations and Available Area
With the existing 1,360.8 acres and the new 631.1 acres identified in 2017, the total application
area is approximately 1,991.9 acres (See Exhibit 3-7). The 2017 spray areas are shown in
Appendix B on 11" x17" maps and are to be used by the RAP staff in the field.
Exhibit 3-7. Total Residual Application Areas
Existing
New
Total
Application
Application
Application
% of Total
Land Use Type
Area
Area
Area
Area
(acres)
(acres)
(acre)
Roads/Trails
622.0
571.8
1,193.8
60%
Tactical Landing Zones
543.5
29.1
572.6
29%
Gun Positions
92.6
30.2
122.8
6%
Firing Ranges
102.7
—
102.7
5%
Totala
1,360.8
631.1
1,991.9
100%
a Totals may not sum exactly due to rounding.
The approximate locations of field -verified land application sites are provided in Exhibit 3-9. These
exhibits are intended only to provide an overview of the type and distribution of application sites
that will be used in the RAP. RAP staff should use the detailed site maps (bound separately from
this O&M manual) and IRAMS for day-to-day operations of the program. These resources are
described in more detail in this section and later in this manual.
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Operations and Maintenance Plan: Residuals Application Program
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June 2018
Final
Exhibit 3-8. Applications Site Index Map
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Operations and Maintenance Plan: Residuals Application Program June 2018
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3.2.4 Road and Trails
Forested areas adjacent to roads and trails comprise about 1,194 acres of the currently available
application area. An effective application width of 100 feet was used to estimate the available
application area next to a road or trail. Color -coded application site markers (described later in
this section) are used to designate the extent of the application trails in the field. Areas beside
roads and trails are sprayed in the cooler months (i.e., November to March) when the vegetation
in the TLZs, GPs, and ranges is not green.
3.2.5 Ammunition Supply Point (ASP)
There are approximately 235 acres inside the fence surrounding the ASP. Approximately 114
acres of the ASP are considered suitable for residuals application. However, the ASP has never
been sprayed because the ASP Command has not given permission to spray inside the fenced
area.
3.2.6 Wildlife Food Plots
Wildlife food plots are no longer sprayed because smaller application equipment is needed to
effectively spray the residuals.
3.2.7 TLZs, GPs, and Firing Ranges
The tactical landing zones (TLZs), gun positions (GPs), and firing ranges provide approximately
798 acres of open area for residuals application. These sites are located throughout the eastern
side of the Base, although the greatest concentrations of these sites are in training areas G, H,
and I. Most of these open areas are accessible from paved or improved roads. On firing ranges
where explosive ordinances are used, application vehicles will travel along firing line ranges,
spraying residuals into the downrange area. On machine gun firing ranges, application vehicles
apply residuals to all designated application areas within the range but avoiding targeting
systems.
Some TLZs and GPs contain unsuitable soils or wet areas located within the site's general
boundary. Application marker posts are not used in these areas because they are used
extensively for training and air drops. The detailed application site maps for field layouts and buffer
zone setbacks that must be maintained when residuals are being applied to these sites should be
consulted to ensure residuals are not applied in unsuitable areas.
TLZs and GPs are the preferred spray locations because they can be sprayed faster using the 4"
spray tube that leads to the splash plate on the back of application truck. A full application truck
can be emptied in about 2 minutes. Tank trails take longer to spray because the 1.5" tube that
leads to the spray nozzle on top of the application truck is used. Typically, a 100-foot wide area
is sprayed on one or both sides of a trail. A full application truck takes about 10 minutes to empty
when the 1.5" tube and spray nozzle is used. TLZs and GPs are only sprayed in the warmer
months (April to October) when grass and vegetation is green.
3.2.8 Closed Landfill
The landfill is currently not approved by DEQ to spray residuals.
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Operations and Maintenance Plan: Residuals Application Program June 2018
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3.2.9 Clear -Cuts and Recent Plantings
These areas are not currently included in the approved application sites for the RAP. However,
such areas should be considered in the future as they become available. The RAP should
coordinate with the Forestry Division to determine if such areas can be used for residuals
application in the future.
To use clear -cuts, recently planted sites, or existing forested stands, access trails should be
created every 240 feet across a site. The trails should be a minimum of 15 feet wide. On clear-
cut sites, a bulldozer should push large logs and stumps out of the trail paths to eliminate blocking
the path of the application vehicle. Access trails 20 feet wide should also be installed around the
perimeter of each field. On sites where pine trees are sufficiently small, a chopper can be used to
remove one row of trees every 240 feet across the site.
3.2.10 Application Area Marker Posts
Color -coded, permanent application area marker posts are used to identify the extent of the
application and nonapplication areas along roadways and other off -road areas. A flexible,
composite boundary marker, manufactured by Rhino Marking & Protection Systems, is used for
all marker posts. White posts with self-adhesive colored decals are used to designate the direction
of application. Manufacturer's literature on the boundary markers is provided in Appendix C.
Additional posts and decals may be obtained from Rhino Marking & Protection Systems
Rhino Marking & Protection Systems
10740 Lyndale Avenue South, Suite 16W
Bloomington, MN 55420
800-522-4343
rhinomarkers.com
A three -color coding system (white, white/red, and white/yellow) is used to designate direction of
application.
• White posts indicate to begin application to the left of the marker as residuals are being
applied to the right side of the application vehicle.
White/Red posts indicate the ending point of application within a field. Residuals should not
be applied to the left of these posts when residuals are being sprayed to the right of the
vehicle.
• White/Yellow posts are used to show continued application around curves or turns along the
application path. Yellow posts are always located between a white post and a White/Red
post. Exhibit 3-9 demonstrates how the color -coded posts are used in the field to designate
the extent of application areas.
3.2.11 Transfer Areas
Transfer areas are sites where tanker trailers can park to offload residuals into the application
vehicles. Transfer areas should not be located on main highways, nor should they block the paths
of other vehicles travelling the road or trail. Wherever possible, transfer areas along the edge of
major tank trails should be located where there is sufficient room to maneuver the equipment.
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Operations and Maintenance Plan: Residuals Application Program
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June 2018
Final
Exhibit 3-9: Application Area Marker Posts Diagram
Stream
Application
Area
N
Road
I
❑irectio
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Operations and Maintenance Plan: Residuals Application Program
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Final
Suggested transfer areas for most sections of the base are shown on the detailed application
site maps. The RPM may also designate other transfer areas not currently shown on the
drawings to minimize travel time between transfer points and application sites. Transfer areas
are best identified by field reconnaissance.
3.2.12 Site Maps/Map Booklet
Sets of detailed site application maps have been prepared to assist the RPM and operators in
running the RAP. The drawing scale of the 11-inch by 17-inch maps is 1 inch equals 400 feet.
The drawings include individual application sites, the field designation names, and major transfer
points. A set of these drawings (laminated) is kept in the cab of each application vehicle and
hauling vehicle. These maps are used with the IRAMS system to locate and verify application
areas on designated fields.
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Operations and Maintenance Plan: Residuals Application Program June 2018
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4.0 OPERATIONS
The procedures and information presented in this section are intended to facilitate initiation and
ongoing operation of the CAMLEJ RAP.
4.1 Coordination and Planning
4.1.1 Range Control
Since much of the potential application area is used for training, it is critical that the RPM
schedules hauling and application activities with Range Control Scheduler. Coordination is
performed through the web -enabled system called the Range Facilities Management Support
System (RFMSS). Camp Lejeune uses RFMSS to review and schedule/reserve access to its
ranges.
The web address for RFMSS is https://rfmss2002.belvoir.army.mil/carson/pages/login.aspx.
Access to RFMSS requires a username and password. The Range Facility Management Support
System (RFMSS) Scheduling Handbook provides instruction for navigating the system and
requesting access to ranges.
Using RFMSS, the RPM checks to ensure that a range is not being used for training and is
available to spray residuals. Once an available range is identified, the RPM submits a request.
As part of the scheduling, the RPM attempts to schedule a 24-hour time period after spraying to
allow the residuals to dry. Typically, approval is provided by the next day by the RFMSS Training
Center via RFMSS. RFMSS allows scheduling up to 90 days in advance. In the event of a
scheduling conflict with a unit wanting to use the range for training activities, the RPM can cancel
or modify the request. In some cases, the RPM may coordinate with units to determine if training
activities are such that they would allow the residuals to be sprayed during training. In such cases,
during actual spraying, RAP personnel will communicate with the units to ensure there will be no
conflicts with training activities.
In any instance, to comply with the permit (WQ0012346, Section III.13), land application will be
limited or rescheduled during military exercises to avoid any accidental inhalation or ingestion of
airborne particulate
4.1.2 Ammunition Supply Point (ASP)
If spray operations are approved for the ASP, the scheduling of residuals applications to the ASP
should be approved and coordinated through the Commanding Officer, 2nd Support Battalion, 2nd
FSSG (910-451-2114 or 910-451-2953).
4.1.3 Base Fish and Wildlife Section
Wildlife food plots are no longer sprayed because smaller application equipment is needed to
effectively spray the residuals. All issues related to the location of RCWs and other endangered
plant and animal species should be directed to the Fish and Wildlife Section (919-451-5063).
4.1.4 Forestry Section
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Operations and Maintenance Plan: Residuals Application Program
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June 2018
Final
If forested areas and/or clear-cut areas are to be included in the RAP, the RPM should meet with
the Forestry Section to discuss and plan the integration of residuals application into the forest
management plans for these areas (919-451-5063).
4.1.5 Landfill Operations
Currently NCDEQ does not allow residuals to be sprayed on the closed landfill. Some parts of
the landfill have grades greater than 10% which is not allowed by the permit.
4.2 Residuals Characteristics
The residual characteristics presented in this subsection were developed from recent Camp
Lejeune Wastewater Collection System Annual Performance Report for CAMLEJ's wastewater
collection system and data from the IRAMS computer program.
4.2.1 Residual Quantities
The primary and secondary thickened residuals generated by the AWWTP are combined and
stabilized in a digestion process prior to onsite storage. As shown in Exhibit 4-1, from 2013 to
2016, the average wastewater flow is 4.47 mgd which generated an average of 67,005 gpd of
wastewater residuals at an average 2.9% solids.
Exhibit 4-1. Annual Average Residuals Quantities and Volumes
Residuals
Residuals
AWWTP Flow
Wastewater
Processed
Residuals
Number of
Volume
Condition
Flow Rate
at the
Quantity
Application
Applied at
(mgd)
WWTP
(dtpd)
Days
2.9% Total
(gals/day)
Solids (gpd)
July 2013 —
4.07
19,230
5.41
109
64,394
June 2014
July 2014 —
4.75
25,151
9.85
110
83,455
June 2015
July 2015 —
4.58
16,897
6.33
116
53,168
June 2016
Average
4.47
20,426
7.20
112
67,005
Source: Camp Lejeune Wastewater Collection System Annual Performance Report
Dtpd Dry tons per day
4.2.2 Residuals Quality
The AWWTP employs both biological nutrient removal (BNR) and high -temperature Class A
sludge treatment processes and generates Class A residuals.
4.3 Acceptable Spray Areas
Residuals that are Class A (with respect to pathogen reduction) and exceptional quality (with
respect to pollutant concentrations) can be applied to a variety of areas. Acceptable areas include
agricultural land, forests, public contact sites, reclamation sites, rangeland, pastures, sod, lawn,
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or home gardens. The EPA defines agricultural land as land on which food, feed, or fiber crops
are grown; this definition includes rangeland, pastureland, and forestland. Residuals are not
sprayed on crops or food plots.
For the Camp Lejeune RAP, Class A liquid residuals are hauled and applied in bulk on open
grassed areas and semi -open forested land. The vegetation on application sites identified in
Section 3 consist primarily of bahiagrass, native grasses, ground covers, mixed stands of pine
(longleaf, loblolly, shortleaf, and Virginia), and deciduous hardwood trees (oak, gum, yellow
poplar, bay, ash, maple). In areas where the tree density is sparse, the vegetation consists of
native grasses and woody perennials. In some forested areas, the understory vegetation is not
well developed and typically consists of a layer of leaf and pine needle litter.
The RPM should always be aware of additional potential reuse opportunities for the residuals that
are outside currently identified uses. For instance, if a borrow area or TLZ requires revegetation
or reclamation, residuals could be applied to these areas. Other potential uses might include a
soil amendment or starter fertilizer for athletic field development.
4.4 Residuals Loading Rates
Residuals application rates for agricultural or forest land are typically limited by the constituent
concentrations in the residuals and crop uptake capacities. The constituents of primary concern
are normally available nitrogen, phosphorus, and heavy metals. However, for CAMLEJ 's RAP,
the application and tracking of heavy metals listed in Exhibit 4-2 are not controlling factors
because the concentrations of metals in the residuals are well below the maximum pollutant
concentrations set by EPA. Therefore, nitrogen will be the parameter controlling the residuals
loading rate.
For the RPM, the IRAMS, a proprietary software, is the primary tool for determining loading rates
for land application sites. IRAMS will use up-to-date laboratory analyses of residuals and prior
loading history to determine acceptable loading rates for all fields that make up the RAP. IRAMS
daily operations are discussed briefly later in this section. For more detailed instructions on the
use of the IRAMS computer program, consult its online help system. However, to provide the
RPM and RPO with a better understanding of how loading rates are determined, tools for
determining preliminary loading rates for estimated residuals characteristics are presented in the
following subsections. This information also can be used as a general check of the loading rates
provided by the IRAMS program.
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June 2018
Final
Exhibit 4-2. Residuals Characteristics and Permit Limits
40 CFR 503
Permit No.
Permit No.
Concentrationa
Table 1
WQ0012346
WQ0012346
Constituent
(mg/kg, except
Ceiling
Monthly Avg.
Ceiling
Concentrations
where noted)
Concentrations
Concentrations
(mg/kg)
(mg/kg)
m /k b
( g g)
(dry weight basis)b
Total Solids (%)
2.3
NA
NA
NA
Total Nitrogen
89,233
NA
NA
NA
(TKN)
Nitrate -Nitrogen
81
NA
NA
NA
Ammonia -
35,880
NA
NA
NA
Nitrogen
Total
43,798
NA
NA
NA
Phosphorus
40 CFR 503
Metalsa:
Arsenic
14
75
41
75
Cadmium
12
85
39
85
Chromium
32
NA
NA
NA
Copper
468
4,300
1,500
4,300
Lead
15
840
300
840
Mercury
2
57
17
57
Molybdenum
13
75
n/a
75
Nickel
32
420
420
420
Selenium
12
100
100
100
Zinc
1,467
7,500
2,800
7,500
Fecal
Coliform
1000
(MPN/gram
solid)
a Average concentration derived from CAM LEJ's Class A Wastewater Residuals Annual Application Reports
(2014-2016).
b WO0012346, Section 11.4.
Dwb - Dry weight basis
NA - Not applicable
mg/kg - Milligram per kilogram
MPN - Most probable number
TN - Total nitrogen
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Operations and Maintenance Plan: Residuals Application Program June 2018
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4.4.1 Plant Available Nitrogen (PAN)
Plant available nitrogen (PAN) refers to the concentration of nitrogen that is usable by the
receiving crop. Nitrogen in the inorganic form (e.g., nitrate and ammonium is readily plant
available. The organic form of nitrogen must be mineralized over time by soil microbes to become
plant available. The mineralization rate is mainly dependent on the type of sludge handling (i.e.,
storage and digestion) at the wastewater treatment plant. Below is the method to calculate PAN
for surface application utilized by the IRAMS software.
PAN = [M.R. x (TKN — NH3) + [0.5 x NH3)] + (NO3 + N021
where
PAN =
Plant available nitrogen (mg/kg)
M.R. =
0.3 (aerobically digested residuals)
TKN =
Total Kjeldahl Nitrogen
NH3 =
Ammonia nitrogen
NO3 =
Nitrate Nitrogen
NO2 =
Nitrite Nitrogen
The amount of nitrogen that may be applied depends on the annual uptake rate of the vegetation
system grown on the application site; the magnitude of nitrogen mineralization, denitrification,
volatilization, and fixation processes that occur in the plant -soil system; and how the crop system
is managed (harvested or not harvested).
The average residual application area was summarized based on CAMLEJ's Wastewater
Collection System Annual Performance Reports from July 2013 to June 2016. As shown in Exhibit
4-3, the average residual application area (acres) over the three-year period was 880 acres. Per
Permit No. WQ0012346 (Attachment A), the maximum amount of residuals approved for
distribution by CAMLEJ is 1,649 dry tons per year.
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Exhibit 4-3. Estimated Land Application Area
Residuals
# of
Average Land
Year
Production
Application
Dry Tons per
Area Applied
d
Days b
Da a
y
(acreS)b
tons/ ar)a
July 2013 — June
590
109
5.41
846
2014
July 2014 — June
1,083
110
9.85
957
2015
July 2015 — June
735
116
6.33
836
2016
Average
July 2013 — June
803
112
7.2
880
2016
Design AADF
3,223
---
2,935
Permit Limit
1,649
---
---
(WQ0012346)
a Source: Camp Lejeune Wastewater Collection System Annual Performance Reports
b IRAMS, "tblAppliedlnfo"
4.4.2 Phosphorus Loading
In IRAMS, the limit for phosphorus loading for forested areas is 30 pounds per acre per year.
4.5 Using the IRAMS
IRAMS, a proprietary system, is a key tool for the RPM. IRAMS is used to store residuals and
other monitoring data, to project allowable loading rates for sites, to log and track loading data for
each field, and to develop operational and EPA reports for the land application system. The RPM
and RPOs have received training on the use of the program and should be familiar with the
software help system. Training materials are located in an IRAMS binder located in the RPM's
Office.
4.6 Hauling and Application Procedures
An overview of hauling and application procedures to be followed by the RAP staff is summarized
in this subsection. These general procedures are used in conjunction with more detailed operating
procedures provided in manufacturer O&M manuals for the highway tractors and tankers and
application vehicles. These procedures should be modified and updated as required as operations
change. A Truck Operators Guide is included in Appendix D to assist the hauling and application
vehicle drivers in performing their duties. Daily log forms to be used by hauling and application
drivers are included with this Guide.
4.6.1 Daily Pre -Startup Activities
The RPM meets with the RAP staff to discuss the day's operations and to answer
questions. Application fields should be located on detailed site maps.
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2. All vehicle drivers should follow the guidelines listed in 49 CFR 396.17, which contains the
DOT Vehicle Inspection Requirements (see Appendix E). The RPM should be alerted
immediately regarding any equipment problems.
4.6.2 Tanker Loading
Liquid residuals are transferred from the aboveground storage tank to the tanker trailers at the
tanker loading station by a set of centrifugal pumps located near the station. Refer to the
manufacturer manual for specific operating procedures for these pumps. Tanker trailer drivers
should follow these general procedures:
1. Position the tanker trailer so that the tanker's bottom loading port is directly opposite the
loading station riser.
2. Using the quick -couple connectors, attach the loading hose to the riser and the tanker's
bottom loading port.
3. Open the top hatch to allow the trailer to vent during loading.
4. Open the isolation valves on the loading port and riser.
5. Start the transfer pump using the start/stop switch located next to the pumps.
6. If the tanker is empty, load 6,000 gallons of residuals into the 8,000-gallon tanker, the
maximum load that should be hauled in the tanker. This 6,000 gallon load is equivalent to
three 2,000-gallon application vehicle loads. Each pump delivers approximately 300 gpm.
If both pumps are operating, an empty tanker can be loaded in approximately 7 minutes.
7. Monitor the tank level and turn off the transfer pump when an appropriate level is reached.
Depending on the level of residuals in the storage tank, residuals will continue to flow into
the tanker until the isolation valves are closed.
8. Close the isolation valve on the riser and then the isolation valve on the loading port. Place
the loading hose on the ground over the grate, making sure that any residuals running out
of the hose are directed into the grate area.
9. Close the tanker hatch and fill in the quantity of residuals loaded into the tanker.
4.6.3 Residuals Transport and Transfer
1. Because the amount of traffic typically found on the Base's road system is heavy, drivers
should operate their vehicles cautiously at all times. Follow the guidelines discussed in the
Truck Operators Guide (Appendix D).
2. Upon arriving at the preselected transfer point, position the tanker so that it does not block
the road. The loading port is accessible from the left side of the tanker, allowing for a
convenient departure. The unloading area should be selected by joint agreement of the
tanker and application vehicle drivers. If the application vehicle is applying residuals to a
road or trail field, and the tanker can follow the road back to a major highway for the return
trip to the AWWTP, position the tanker behind the application vehicle as it moves down
the road. Keep up with the application vehicle to minimize travel time to and from the
loading point. If the application sites are in remote areas where the tanker cannot turn
around, find a transfer point as close as possible to the majority of the fields that will be
land applied that day.
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3. After positioning the trailer, open the top hatch on the tanker to allow air to enter the tank
as it is withdrawn by the application vehicle's vacuum pump.
4. Use the camlock quick -couple connectors to attach the flexible transfer hose to the
tanker's loading port and the application vehicle's bottom loading port. Place the
application truck pump into vacuum mode.
5. The tanker driver should open the isolation valve on the tanker loading port while the
application vehicle driver opens the isolation valve on the spray application vehicle's
bottom loading port.
6. The application vehicle driver should follow the detailed instructions provided by the
manufacturer to operate the vacuum pump system for loading the tanker. The application
vehicle holds 2,000 gallons when full. One tanker should provide three application vehicle
loads.
7. When the application vehicle has been loaded, turn off the vacuum pump and close the
isolation valves on the application vehicle and tanker. Unhook the hose from the
application vehicle and place it in the hose carrier on the side of the tanker, being careful
not to spill residuals on the ground.
8. Repeat this loading procedure as required to empty the tank. After the last load, the tanker
trailer returns to the AWWTP for another load.
4.6.4 Residuals Application
The residuals will be applied using the 2,000-gallon residual application vehicle. The remotely
operated spray nozzle is used to apply the residuals to forested areas. The spreader plate located
at the rear of the vehicle is used to apply residuals to open grassed areas such as the TLZs and
gun positions. The vacuum -pressure pump on the residual application vehicle allows the residuals
to be loaded directly from the tanker trailer. The pump is used in pressure mode when the vehicle
is applying the residuals through the nozzle or splash plate. A chopper pump at the bottom of the
tank provides an additional pressure boost when the spray nozzle is being used.
The residual application vehicle operator should be thoroughly familiar with the vehicle's
instrument and equipment and with the detailed operating instructions found in the manufacturer
O&M manual. The following instructions are meant to supplement those provided by the residual
application vehicle.
1. To load the vehicle, connect hoses as discussed earlier, and operate the pump in vacuum
mode. When the application vehicle is full, the valve on the tanker is closed and a siphon
valve opens to allow air to enter the hose. The application vehicle then draws most of the
sludge out of the hose, minimizing spillage and associated problems.
2. Once the hose is empty, close the knife valve on the residual application vehicle.
3. Switch the pump setting to "pressure" and shut off the pump.
4. Disconnect the hose and proceed to the field to apply the load of residuals.
5. When travelling with a full load, be careful not to travel too fast, especially in rough terrain.
Follow manufacturer recommendations on travel speed.
6. Upon arrival at the site, turn on the main pump. If the spray nozzle is being used, also turn
on the chopper pump. For residuals application to tank trail or forest trail fields, make sure
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the spray nozzle is to the right of the white marker before opening the valve that allows
ejection of residuals from the nozzle. Because of the low loading rates, the application
vehicle cannot be driven at a continuous rate of speed while applying the material. The
driver must go forward a short distance, stop, then work the nozzle from side to side to
apply the material. Before applying the first load to a field, the driver should know the total
gallons to be applied to a particular field, so as to allow for application rate adjustment to
achieve the desired application rate. The approximate flow rate through the rear discharge
is 800 gpm.
7. To apply the material through the rear splash plate, operate only the main vacuum -
pressure pump. The in -tank chopper pump is not required. The rear -discharge spreading
width can be varied from approximately 10 to 35 feet by adjusting the rear discharge plate.
To compute the desired travel speed, use the following equation:
5940 x Q
V=
RxW
where:
V = vehicle speed, miles per hour (mph)
5940 = constant
Q = unloading flow rate, gpm
R = application rate, gallons/acre
W = spreading width, inches
This is a sample calculation to estimate vehicle travel speed to apply 10,300 gallons per
acre of residuals:
If W = 15 feet, Q = 800 gpm, and R = 10,300 gallons per acre,
V=
5940 x 800 gpm
10,300 gpm x 180 inches
= 2.6 mph
8. After emptying the load, return to the transfer point and repeat loading steps.
9. Keep a daily log of the number of loads applied to each field. Use the log form included in
the Truck Operator's Guide (Appendix D).
10. At the end of the day, if the same site will require residuals application the next day, park
the application vehicle in a location out of the way of other vehicles. If the application will
be made to a different area the next day, move the vehicle to that r site or leave it at the
AWWTP.
As stipulated in the permit, residuals cannot be sprayed under the following conditions:
• If the residuals are likely to adversely affect a threatened or endangered species listed
under section 4 of the Endangered Species Act or its designated critical habitat;
• If the application causes prolonged nuisance conditions;
• If the land fails to assimilate the bulk residuals or the application causes the contravention
of surface water or groundwater standards;
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• If the land is flooded, frozen, or snow-covered, or is otherwise in a condition such that
runoff of the residuals would occur;
• Within the 100-year floor elevation, unless the bulk residuals are injected or incorporated
within a 24-hour period following a residuals land application event;
• During a measurable precipitation event (i.e., greater than 0.01 inches per hour), or within
24 hours following a rainfall event of 0.5 inches or greater in a 24-hour period;
• If the slope is greater than 10% for surface applied liquid residuals, or if the slope is greater
than 18% for injected or incorporated bulk liquid residuals;
• If the soil pH is not maintained at 6.0 or greater, unless sufficient amounts of lime are
applied to achieve a final soil pH of at least 6.0, or if an agronomist provides information
indicating that the pH of the soil, residuals, and lime mixture is suitable for the specified
crop. Any approved variations to the acceptable soil pH (6.0) will be noted in this permit;
• If the land does not have an established vegetative cover unless the residuals are
incorporated or injected within a 24-hour period following a residuals land application
event. Any field that is in a USDA no -till program shall be exempted from meeting this
vegetative cover requirement;
• If the vertical separation between the seasonal high-water table and the depth of residuals
application is less than one foot;
• If the vertical separation of bedrock and the depth of residuals application is less than one
foot;
• Application exceeds agronomic rates.
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5.0 MONITORING AND RECORDKEEPING
This section presents the monitoring program and record -keeping requirements for use in the
RAP. Included are descriptions of sampling frequencies, sampling locations, sample collection
handling and preservation protocols, analytical parameters and methods, and record -keeping
requirements.
5.1 Monitoring Program
To help AWWTP staff evaluate the land application system's performance and to show
compliance with state and federal regulations, a monitoring and record -keeping program has been
established for residuals tracking. The monitoring data are used to determine the need for
management changes to maintain the system's safe, effective performance.
The monitoring program is designed to be a management tool and is a key element in project
operation. It also complies with monitoring and record -keeping requirements specified in the
Permit No. WQ 0012346 (Section 4) that has been issued for the AWWTP, as well as in 40 CFR
503.
To determine the effects of residuals application on application sites and to detect potential
problems, the application site operation and monitoring data should be reviewed each year. This
review also will suggest required changes needed for the land application system and site
management. Modification to this program may be appropriate if other requirements or deletions
are identified during the agency review and annual review of data.
The monitoring program described in this section and outlined below identifies the current
requirements in Permit No. WQ0012346 (Appendix A):
• Monitoring frequency
• Recommended pathogen reduction and vector attraction reduction (VAR) methods
• Residuals monitoring
• Sampling procedures
5.1.1 Monitoring Frequency
Permit No. WQ0012346 lists the minimum monitoring frequency for metal pollutants, pathogenic
organisms, and vector attraction characteristics according to the amount of sewage sludge dry
weight basis (dwb) generated or processed each year. The various monitoring frequencies listed
in Permit No. WQ0012346 are shown in Exhibit 5-1. The maximum amount of residuals permitted
for distribution by CAM LEJ is 1,649 dry tons per day. Therefore, the RAP staff should sample its
residuals for metals, nutrients, pathogens and VAR quarterly.
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Exhibit 5-1. Permit No. WQ0012346 Monitoring Frequencies
Amount of Sewage Sludge Generated (dry tons per
365-day period)
Monitoring Frequency for
Metals/Nutrients/Pathogens/VAR
Less than 320
Annually
Equal to or greater than 320 but less than 1,650
Quarterly
Equal to or greater than 1,650 but less than 16,500
Every 2 months
Equal to or greater than 16,500
Monthly
Residuals samples should accurately reflect site conditions. Careful sampling and analysis are
necessary to provide reliable information for management decisions. Sampling techniques for
obtaining necessary system monitoring program data are presented in this section. To help in
preparing, collecting, and interpreting sample results, AWWTP staff should refer to the following
publications:
• American Public Health Association/American Water Works Association/Water Environment
Federation. Standard Methods for the Examination of Wastewater. 19th Ed. 1995.
• U.S. Environmental Protection Agency. Control of Pathogens and Vector Attraction in Sewage
Sludge. EPA/625/R-92/013. December 1992.
• U.S. Environmental Protection Agency. Process Design Manual for Land Application of
Sewage Sludge and Domestic Septage. EPA/625/R-95-001. September 1995.
• U.S. Environmental Protection Agency. Test Methods for Evaluating Solid Waste: Physical/
Chemical Methods. EPA SW-846. 1987.
• U.S. Environmental Protection Agency. Preparing Sewage Sludge for Land Application or
Surface Disposal. EPA 831 B-93-002a. August 1993.
• U.S. Environmental Protection Agency, Permits Division. POTW Sludge Sampling and
Analysis Guidance Document. NTIS PB 93-227957. 2nd Ed. September 1994.
5.1.2 Recommended Pathogen and Vector Attraction Reduction Methods
For land application suitability, residuals must meet limits for metals, pathogens, vector
attractiveness, and hazardous characteristics, as set forth by EPA in 40 CFR 503. Heavy metal
concentrations and hazardous characteristics are typically independent of the sludge treatment
process. However, EPA requires that one of six alternatives be met to classify residuals as a
Class A sludge with respect to pathogen reduction (40 CFR 503.32), and that one of ten options
be met to satisfy the VAR requirement (40 CFR 503.33).
Camp Lejeune uses Class A Alternative 1 to demonstrate compliance with the pathogen reduction
requirements. Fecal samples are collected as a grab sample and analyzed weekly (SM9221 E) by
RAP staff.
To demonstrate compliance with the VAR requirements, CAMLEJ uses Option 1, reducing volatile
solids in the sewage sludge by a minimum of 38 percent. Exhibit 5-2 summarizes the pathogen
reduction and VAR requirements used at CAMLEJ. [Note: Option/Alternative 4 (instead of 1) is
selected on the form (Annual Pathogen and Vector Attraction Reduction Form (503 Rules) which
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is submitted in the annual report entitled Class A Wastewater Residuals Annual Application
Report].
Exhibit 5-2. Pathogen and Vector Attraction Reduction (VAR) Criteria
Pathogen Reduction Criterion
VAR Criterion
Class A Alternative 1. The density of the fecal
Option 1. The mass of volatile solids in the
coliform in the sludge shall be less than 1,000
sewage sludge shall be reduced by a minimum of
MPN per gram of total solids (dwb), at the time
38 percent (see calculation procedures in
the sewage is disposed or used. This criterion
"Environmental Regulations and Technology —
must be satisfied either prior to meeting or at the
Control of Pathogens and Vector Attraction in
same time as the VAR requirements are met. [40
Sewage Sludge", EPA-625/R-92/013, 1992, U.S.
CFR 503.32(a)(3)]
Environmental Protection Agency, Cincinnati,
Ohio 45268). [40 CFR 503.33(b)(1)]
Dwb - Dry weight basis
MPN - Most probable number
VS - Volatile solid
WWTP - Wastewater treatment plant
5.1.3 Residuals Monitoring
The objective of ongoing residuals monitoring is to maintain current knowledge about the quality
and quantity of the application residuals and to help manage the land application sites for optimum
residuals treatment. Residuals are monitored for nutrients, metal pollutants, and pathogenic
organisms. Additional monitoring requirements for VAR and pathogen reduction are presented
later in this section. Daily and weekly records are kept to demonstrate that the operating
parameters used to establish compliance are regularly met. Residuals are sampled and analyzed
for the following parameters:
• Total solids (percent)
• pH (units)
• Nitrogen (milligrams per kilogram [mg/kg]):
o total Kjeldahl nitrogen
o ammonia -nitrogen
o nitrate and nitrite
• Total phosphorus (mg/kg)
• Potassium (mg/kg)
• Metals (mg/kg): arsenic, cadmium, copper, chromium, lead, mercury, molybdenum, nickel,
selenium, zinc
• Aluminum (mg/kg)
• Calcium (mg/kg)
• Magnesium (mg/kg)
• Sodium (mg/kg)
• Fecal coliform density (MPN/gram of total dry solids
• Toxicity characteristic leaching procedure (TCLP): a testing methodology used to determine
if a waste is hazardous (i.e., toxic)
It is the RPM's responsibility to make sure that residuals samples are properly collected on a
timely basis. Residuals samples should be delivered to the Environmental Lab Section (ELS) or
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the contract analytical laboratory for analysis. ELS or the contract laboratory will provide the
analytical results to the RPM. Test results are input into the IRAMS database as described in the
program's online manual. Hard copies of original lab data sheets are to be kept on file. A summary
of the parameters, the location and frequency in which they should be sampled, and the analysis
method and reference are presented in Exhibit 5-3.
5.1.4 Sampling Procedures
Accurate sampling is essential for valid laboratory test results. All samples collected at the
AWWTP are grab samples, which are samples taken at selected intervals to represent conditions
at a given location at a particular point in time. The following residuals process flow streams are
sampled:
Feed residuals into the aerobic digester
Digested residuals removed from the aerobic digester
Digested residuals pumped from the storage tank into tanker trucks
Grab samples of residuals must be stored in a manner that will not alter sample characteristics.
Proper preservatives also must be used for specific parameters. The samples should be kept
under refrigeration or on ice at 4° Celsius until delivered to ELS or the contract laboratory for
analysis. RAP staff should check with ELS or the contract laboratory for recommended
preservatives and maximum holding times for residuals samples. Residuals sampling is included
in the overall sampling and monitoring protocol developed for the AWWTP.
A summary of recommended sampling procedures and analytical procedures is presented in
Appendix F. This information is from Chapter 8 of EPA's Control of Pathogens and Vector
Attraction in Sewage Sludge. These procedures should be followed to ensure validity of data and
laboratory results.
5.1.4.1 Sampling Log
RAP staff should record sampling information on Forms or in IRAMS. As outlined in the EPA
document referenced above, RAP staff should record a sufficient amount of information so that
the sampling event can be reconstructed without relying on the collector's memory. Suggested
log book entries should include, at a minimum:
• Purpose of sampling
• Location of sampling point
• Type of sample (grab or composite)
• Name of person collecting samples
• Type of residuals sampled (undigested, post -digestion, post -storage)
• Number and volume of sample(s) collected
• Description of sampling point
• Date and time of collection
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Exhibit 5-3. Residuals Analysis Parameters, Frequencies, and Methods
Pre-
Digestions
Post-
Digestions
post-Storagea
Analysis Type
Daily
Daily
Quarterly
Annually
Method and Referenceb,`
Total Solids, %
X
X
X
Standard Methods, Part 2540G
(APHA, 1995) or EPA 160.3
Volatile Solids, mg/kg
X
X
X
Standard Methods, Part 2540E
(APHA, 1995) or EPA 160.4
pH, units
X
EPA 50.1/SW9045 (SW-846)
Ammonia -Nitrogen, mg/kg
X
EPA350.2 (SW-846)
Nitrate/Nitrite Nitrogen, mg/kg
X
EPA353.2 (SW-846)
Total Kieldahi Nitrogen,
mg/kg
X
EPA353.3 (SW-846)
Calcium, mg/kg
X
EPA200.7/SW6010 (SW-846)
Total Phosphorus, mg/kg
X
EPA365.1 (SW-846)
Total Potassium, mg/kg
X
EPA200.7/SW6010 (SW-846)
Sodium, mg/kg
X
EPA200.7/SW6010 (SW-846)
Aluminum, mg/kg
X
EPA200.7/SW6010 (SW-846)
Arsenic, mg/kg
X
EPA200.7/SW6010 (SW-846)
Cadmium, mg/kg
X
EPA200.7/SW6010 (SW-846)
Copper, mg/kg
X
EPA200.7/SW6010 (SW-846)
Lead, mg/kg
X
EPA200.7/ SW-846
Mercury, mg/kg
X
SW7471 B (SW-846)
Molybdenum, mg/kg
X
EPA200.7/SW6010 (SW-846)
Nickel, mg/kg
X
EPA200.7/SW6010 (SW-846)
Selenium, mg/kg
X
EPA200.7/SW6010 (SW-846)
Zinc, mg/kg
X
EPA200.7/SW6010 (SW-846)
Fecal Coliform
X
Standard Methods, Part 9221 E or
Part 9222D APHA, 1995
Sodium Adsorption Ratio
TCLP
X
See Permit No. WQ0012346
Section 5.2, for a complete list of
TCLP parameters; use a certified
laboratory to conduct analysis.
a Residuals sampling points are as follows: Pre -digestion (sampling ahead of ATAD digestion process), post -digestion (digested
residuals prior to transfer into storage tank), post -storage (residuals transferred from storage tank Into hauling tanker for final
disposal via land application).
'American Public Health Association (APHA). Standard Methods for the Examination of Water and Wastewater. 19th Ed. APHA,
Washington, D.C. 1995.
°SW-846, Test Methods for Evaluating Solid Waste, Physical/Chemical Methods. U.S. EPA Publication SW-846; 1987. Volume IA,
IB, IC, and Volume II; 1992 Update Package I, 1994-1995 Update Package II and IIA; 1995 Update Package 11B.
ATAD Autothermal thermophillic aerobic digestion
TCLP Toxicity characteristic leaching procedure
mg/kg Milligrams per kilogram
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5.1.4.2 Chain of Custody
RAP staff completes a chain -of -custody form for each sample collected. Such forms include
chain -of -custody sheets provided by the contract laboratory or a Chain of Custody Record which
is used with CAMLETs ELS.
5.2 Record -Keeping Requirements
Permit No. WQ0012346 (Section IV.6) requires that the following records tracking all bulk residual
land application events be maintained:
• Date of Land Application
• Application rate of residuals (dry tons per acre)
• Crop grown on site, if any;
• Location where residuals are applied
• Purpose of application (land stabilization, etc.)
• Site conditions at time of application (weather conditions, etc.)
• Pollutant concentrations
• Pathogen reduction methods and standards
• VAR methods and standards
• Land application operations
RAP staff must maintain the monitoring records for at least five years so that they are readily
accessible to NCDEQ and EPA inspectors. Failure to keep adequate records violates federal and
state laws.
5.2.1 Records of Pollutant Concentrations
The following documentation for sampling and analysis of pollutant concentrations for residuals
analysis includes the following information:
• Date and time of sample collection, sampling location, sample type, sample volume, name of
sampler, type and number of sample containers, and methods of preservation, including
cooling methods
• Chain -of -Custody forms
• Date and time of sample analysis, name of analyst, and analytical methods
• Laboratory bench sheets indicating all raw data used in analyses and calculation results
(unless a contract laboratory performed the analyses for the AWWTP)
• Sampling and analytical quality assurance and quality control procedures
• Analytical results expressed on a dry weight basis
The RPM maintains raw laboratory data and analytical results, much of which is entered into the
IRAMS database. Consult the IRAMS binder for detailed instructions on entering of monitoring
data.
RAP staff must document pollutant concentration levels shown in Exhibit 4-2 and Exhibit 5-4.
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CAMLEJ analyzes residuals to demonstrate they are non -hazardous under RCRA. The analyses
[corrosivity, ignitability, reactivity, and TCLP] is performed annually. Exhibit 5-4 lists the
parameters required for a TCLP analysis. The results are kept on file but not entered into IRAMS.
Exhibit 5-4. TCLP Analysis Parameters
Parameter
Regulatory Limit
(mg/L)
Arsenic
5.0
Barium
100.0
Benzene
0.5
Cadmium
1.0
Carbon Tetrachloride
0.5
Chlordane
0.03
Chlorobenzene
100.0
Chloroform
6.0
Chromium
5.0
m-Cresol
200.0
o-Cresol
200.0
-Cresol
200.0
Cresol
200.0
2,4-D
10.0
1,4-Dichlorobenzene
7.5
1,2-Dichloroethane
0.5
1,1-Dichloroethylene
0.7
2,4-Dinitrotoluene
0.13
Endrin
0.02
Hexachlorobenzene
0.13
Heptachlor (and its hydroxide)
0.008
Hexachloro-1,3-butadiene
0.5
Hexachloroethane
3.0
Lead
5.0
Lindane
0.4
Mercury
0.2
Methox chlor
10.0
Methyl ethyl ketone
200.0
Nitrobenzene
2.0
Pentachlorophenol
100.0
Pyridine
5.0
Selenium
1.0
Silver
5.0
Tetrachloroethylene
0.7
Toxaphene
0.5
Trichloroethylene
0.5
2,4,5-Trichlorophenol
400.0
2,4,6-Trichloro henol
2.0
2,4,5-TP (Silvex)
1.0
Vinyl chloride
0.2
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In addition, an analysis shall be conducted on Class A residuals quarterly. The results of this
analysis shall be maintained for a minimum of five years. Residuals shall be monitored quarterly
for compliance with pathogen and vector attraction reduction requirements. Laboratory parameter
analyses shall be performed on the residuals as they are distributed.
Exhibit 5-5. Parameters for Class A Residual Analysis
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ration
SAR
Calcium
Percent Total Solids
TKN
Copper
pH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen (by
calculation)
5.2.2 Records of Vector Attraction Reduction
The DEQ non -discharge permit and the 40 CFR 503 regulation require that sludge generators
meet VAR requirements and describe how these requirements have been met. The certification
statement for pathogen reduction can also certify VAR compliance requirements. The IRAMS
program for vector attraction compliance provides appropriate certification statement forms.
As noted in Exhibit 5-2, RAP staff use Option 1 to demonstrate compliance with VAR
requirements. A contract laboratory analyzes sludge samples for Total Solids in percent (using
SM2540G) and Volatile solids in percent (using SM2540E). RAP staff maintains documentation
showing the VS reduction percentage across the digestion and storage processes which are
included in the annual report submitted to NCDEQ entitled Class A Wastewater Residuals Annual
Application Report.
5.2.3 Records of Land Application
The Class A Residuals Permit states that records tracking all bulk residual land application events
must be maintained. At a minimum, these records must include the following:
• Date of land application;
• Application rate of residuals (dry tons per acre),
• Crop grown on site, if any;
• Location where the residuals are applied,
• Purpose of application (land stabilization, etc.),
• Site conditions at time of application (weather conditions, etc.).
This data is recorded in (RAMS.
5.2.4 Noncompliance Notification
It is required to report by telephone to the Wilmington Region Office, telephone number 910-796-
7215, as soon as possible, but in no case more than 24 hours or on the next working day following
the occurrence of first knowledge of the occurrence of any of the following:
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• Land application of residuals abnormal in quality or characteristic.
• Any failure of the distribution program resulting in a release of material to surface waters.
• Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
• Any process unit failure, due to known on unknown reasons, rendering the facility
incapable of adequate residual treatment.
• Any spill or discharge from a vehicle or piping system during residuals transportation.
Any emergency requiring immediate reporting outside normal business hours should be reported
to the Division's Emergency Response personnel at telephone number 800-858-0368, or 919-
733-3300. Persons reporting such occurrences by telephone should also file a written report in
letter form within five days following the first knowledge of the occurrence. This report should
outline the actions taken or proposed to be taken to ensure that the problem does not recur.
5.3 Record -Keeping Methods
5.3.1 Daily Operator Transport/Application Logs
A daily log for transport trailer operators is presented in Appendix D. Information on the form
should be completed daily, preferably as the driver delivers residuals to the application site.
Submit daily logs to the RPM at the end of each workday. This information then will be loaded
into the IRAMS database at least weekly (see discussion below).
• Note the number of loads hauled and applied to each field.
• Note the transport and application vehicle.
• Note weather conditions (e.g., sunny or raining, temperature).
• Note unusual site conditions (e.g., blocked access to application site, standing water,
unscheduled training exercises that prevented application).
5.3.2 Recordkeeping with IRAMS
IRAMS, a proprietary system, was developed to assist the RPM in determining agronomic loading
rates for land application sites and to simplify the storage and retrieval of data essential to
operating the system and meeting regulatory reporting requirements. IRAMS is a Visual Basic
program and Access database coupled to a set of digital orthophotos to show locations of
application sites and other pertinent site information. IRAMS provides the RPM with a powerful
tool to reduce the amount of time required to determine and track loading rates, assess status of
land application sites, and prepare operations and regulatory reports.
IRAMS provides the following capabilities:
• Stores, displays, and retrieves information about the AWWTP and land application sites.
Examples include type of residuals, facility and site addresses, contact names, and phone
numbers.
• Stores, displays, and retrieves residuals quality data. Data is used in determining loading rates
and reporting to regulatory agencies.
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• Projects up-to-date residuals loading rates for each site, based on crop nutrient requirements,
residuals quality, and the estimated quantity of residual nitrogen that is available from previous
applications.
• Stores and tracks residuals loading information for individual sites.
• Displays application site boundaries and field information on digital orthophoto base through
the ArcView program.
• Location of each individual application site
• Size of each application site
• Date and time residuals were applied
• Cumulative amount of each pollutant applied to each site
• Quantity of residuals applied to each site
For more detailed instructions on installing and operating the program, consult the IRAMS
program installation instructions and help manual.
5.3.4 Submittal of Annual Report
As required by CAMLETs residual permit (WQ0012346) must submit three copies of an annual
report. Instructions for reporting and annual report forms are available at
https://deg. nc.gov/about/divisions/water-resources/water-resources-perm its/wastewater-
branch/non-discharge-permitting-unit/reporting-forms.
Blank forms are provided in Appendix G. Three copies of the annual report must be submitted
on or before March 1 of the following year. The report should be mailed to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
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6.0 MAINTENANCE
This section presents an overview of general maintenance requirements. A checklist of routine
preventive maintenance procedures for major equipment and the performance frequency is
presented in Exhibit 6-1. For more specific maintenance and lubrication questions, consult the
manufacturer O&M manuals located in the RPM's office.
6.1 Management
Successful operation of the RAP depends on proper maintenance of the application sites,
grounds, and equipment. Clean facilities and grounds also help ensure personnel safety. Routine
preventive maintenance of vehicles and mechanical equipment such as residuals transfer pumps,
semi -tractors, tanker trailers, and application vehicles optimizes performance and reduces the
frequency of mechanical failure. The RAP represents a substantial public capital investment in
protecting environmental quality. A sound maintenance program will enhance CAMLETs ability
to provide a high -quality program at a reasonable cost.
General maintenance requirements for the hauling and application equipment and land
application sites are covered in this section. RAP staff and Base Maintenance (BM) staff should
refer to manufacturer O&M manuals (located in the RPM's office) for more detailed maintenance
and lubrication information for the hauling and application equipment.
6.1.1 Maintenance Warranty Provisions
RAP staff should become familiar with the limited warranty statements provided by equipment
manufacturers. The warranty statements are typically found in the manufacturer O&M manuals.
A copy of all warranties should be placed in a separate file for easy retrieval.
6.1.2 Maintenance Personnel
Properly trained BM staff should perform all major inspections, and repairs, while RAP staff should
perform preventive maintenance tasks. RAP staff should be thoroughly familiar with the functions
and operations of the equipment and knowledgeable about servicing procedures. A good
maintenance management program should carefully classify and assign the responsibilities of
O&M personnel.
Section 7 describes AWWTP staff general job titles and descriptions, as well as the experience
and qualifications required for each position. Qualified personnel are essential if equipment is to
receive the best maintenance possible, thereby avoiding expensive repairs and replacement, and
reducing the risk of breakdowns that could endanger public health.
6.1.3 Maintenance Information Sources
Both RAP and BM staff have ready access to equipment O&M information, which is filed in the
RPM's office and updated as necessary. The best sources of maintenance information are
manufacturer O&M manuals, which accompany each piece of equipment and are bound in
separate volumes.
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Exhibit 6-1. Routine Preventive Maintenance Procedures for Equipmenta
Equipment and Task Daily Weekly Monthly Quarterly Semi- Annually Annually Other
1. Spray Application Vehicles
Check oil/fluid levels X
Check tire pressures and X
wheel lug nuts
Wash down outside of X
vehicle
Check for damage to
chassis and mechanical X
equipment
Lubricate vehicle Per manufacturer's
recommendations
(Refer to manufacture O&M manual for additional maintenance requirements)
2. Truck Tractor
Check oil/fluid levels X
Check tire pressures and X
wheel lug nuts
Wash down outside of X
vehicle
Lubricate vehicle Per manufacturer's
recommendations
(Refer to manufacture O&M manual for additional maintenance requirements)
3. Tanker Trailers
Check tire pressures and X
wheel lug nuts
Wash down outside of X
vehicle
Flush transfer hoses X
(Refer to manufacture O&M manual for additional maintenance requirements)
4. All Pumps and Motors
Perform systematic check X
Check bearing temperature X
Check packing and replace X
if needed
Check shaft and shaft X
sleeve for scoring
Check alignment of pump X
and motor
Inspect piping system X
Remove and inspect X
rotatina element
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Equipment and Task Daily Weekly Monthly Quarterly
Semi- Annually Other
Annually
5. Valves
Exercise and lubricate if x
needed
6. Access Trails and Application
Sites
Remove trees and
Initially,
vegetation that obstruct
encountered
application
Chop or bushhog small
trees and brush along
x
roads/trails (use herbicide if
allowed)
aConsult manufacturer O&M manuals for all but routine maintenance tasks.
Manufacturer manuals include the following information:
• Descriptive literature (catalog cuts and data sheets)
• Parts lists
• Instructions for installation, operation, maintenance, and repair
• Performance data (e.g., pump performance curves)
• Electrical diagrams
• Schedules of required lubricants and chemicals
RAP and BM staff should carefully examine these O&M manuals to become familiar with each
piece of equipment.
As a source of maintenance information, this chapter is designed to give only an overview of
maintenance requirements and therefore may not contain answers for specific maintenance
questions. Consult manufacturer O&M manuals or contact the manufacturer for specific
maintenance information.
6.1.4 Maintenance Tools and Equipment
Effective maintenance and operation depend on the availability of proper tools; this is facilitated
by keeping them in specific storage places. Since the application vehicles are typically operated
in remote areas of the Base, some specialty tools should be kept on the application vehicles in
case of emergencies or mechanical malfunction. The following tools should be kept on each
application vehicle:
1. Complete set of tools, including wrenches, socket sets, and hammer
2. Small chain saw (to cut trees and other vegetation that may have fallen across trails or that
are impeding the stream of residuals being discharged from the spray nozzle)
3. Appropriate safety equipment as recommended by the manufacturer (e.g., gloves, eye
protection, ear protection)
4. Chain, cable, or heavy-duty rope that can be used to remove large trees or other debris that
may block access trails
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6.1.4.1 Storage and Inventory System
A central storeroom should be maintained for spare parts, equipment, and supplies. A review of
the equipment and manufacturer recommendations will help determine which spare parts and
miscellaneous supplies should be included in the inventory. The spare parts and components
should be listed in a central catalog with assigned numbers and quantities to be stocked. The
existing BM data management system (DMS) should be used to track stock and to determine
when equipment is due for preventative maintenance and servicing.
The central storeroom may be shared with other AWWTP facilities. The RPM should maintain
records and accountability of the parts, initiate information for purchase orders, and handle a
stores withdrawal system to maintain information on parts.
6.2 Maintenance Procedures
6.2.1 Preventive Maintenance
Regularly scheduled preventive maintenance is essential for keeping equipment in good working
order. Routine tasks should be performed on the same day each week or each month to avoid
confusion as to when they were last performed. For example, each Monday can be set aside for
performing the weekly tasks, and the first Monday of each month can be set aside for monthly
tasks. Annual lubrication can be performed during January.
An effective maintenance management system is designed to achieve the following goals:
• Provide periodic, timely, standardized, and complete equipment maintenance.
• Prevent excessive maintenance, such as overgreasing bearings.
• Increase system reliability by providing early detection of, or by preventing, equipment
malfunction.
• Improve the efficiency of equipment operation.
• Extend equipment life.
• Improve safety by reducing unexpected breakdowns and by providing safety precautions with
maintenance procedures.
• Reduce overall maintenance costs.
• Provide a complete record system covering equipment history, maintenance costs, and
workloads.
The following components are necessary for a maintenance management system:
• Complete equipment records and maintenance history
• Preventive maintenance scheduling
• Corrective maintenance cost reporting
• Standardized preventive maintenance procedures
• Management reports on maintenance costs, overdue tasks, and employee use
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General preventive maintenance and lubrication requirements for major equipment used at the
AWWTP, including the semi -tractors, tanker trailers and application vehicles, are discussed in the
following sections.
6.2.2 Equipment Lubrication
The correct selection and application of lubricants will increase the useful life of the hauling and
application equipment. Manufacturer recommendations concerning lubricants and their
application frequency should be followed. Lubricating more often than necessary wastes time and
materials. Because lubrication is such an important part of the maintenance program, the RPM
should regularly review the lubrication schedule. The RPM should be responsible for the following
tasks:
• Preparing lubrication specifications
• Establishing and updating lubrication schedules
• Training personnel on proper lubrication techniques
• Devising standard application methods
• Maintaining consumption and inventory records
• Establishing proper handling and storage methods
• Investigating new lubricants and evaluating and revising their use as appropriate
• Establishing generic standards for lubricants whenever possible to eliminate the need to
purchase similar items under different trade names
Lubrication points, types, and frequencies should be defined for each piece of equipment and
included in the preventive maintenance program. Equipment can be color -coded with decals to
indicate points of service.
Excessive lubrication of motor bearings can cause motor failures and should therefore be
avoided. When motor bearings are replaced, sealed lifetime bearings should be substituted, but
only if they meet manufacturer recommendations.
6.2.3 Maintenance of Application Sites
Periodic control of small trees and brush along the edge of some road/trail application sites
probably will be required since the application of nutrients may increase growth rates of trees and
brush. Check roadways and trails at least once a year to see if vegetation height or density
impedes the water stream leaving the spray nozzle. If control is required, either herbicides or
mechanical means (e.g., side -mower) can be used. Check with EMD and RAP staff for
appropriate herbicides that are approved and labeled for use on the Base.
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6.2.4 Road and Trail Maintenance
Note locations along roads and trails that require improvement so that hauling and application
equipment access to application sites is not impeded. Provide this information to Range Control
and RAP staff. RAP staff must arrange for requested repairs.
6.2.5 General Housekeeping
Good housekeeping practices keep operations running smoothly. Scheduled maintenance should
be provided for the loading station area, transfer areas, and metal works such as motor and pump
housings, metal railings, gratings, and miscellaneous metal coverings. Exhibit 6-2 provides a
housekeeping schedule for the residuals management facilities.
Exhibit 6-2. General Housekeeping Schedule
Housekeeping Task
Frequency
Remove trash and other refuse from application sites, transfer areas, and
loading station area
Daily
Return used tools and equipment to their proper storage locations
Daily
Wash down loading station area
Daily
Clean and paint metal posts, railings, gratings and other metal appurtenances
exposed to the weather
Yearly
Clean and paint buildings that are not in continuous contact with water
Yearly
Mow or spray grass in non -cropped areas and on ditch banks
As needed
6.2.6 General Maintenance Tools and Equipment
Effective maintenance depends on the availability of proper tools. For this reason, tools should
be kept in specific storage places. Specialty tools and delicate instruments should be stored in
the maintenance room, and the RPM should maintain usage control. Hand tools are placed in
specific slots in the maintenance room and should be cleaned and replaced after each job has
been completed or at the end of each workday.
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7.0 PERSONNEL
Thorough training of O&M personnel is vital to the successful performance of the RAP. This
section presents personnel requirements for the RAP, including qualifications, responsibilities,
certification, and training. Program staff and responsibilities were determined from an analysis of
O&M tasks to be performed. All personnel are cross -trained for substitution during weekends,
holidays, vacation, and sick leave.
7.1 Staffing
The RAP currently has four personnel as follows:
• Residuals program manager (RPM): 1
• Residuals program operators (RPO): 3
The former RPM recently retired. The current RPM is serving in an interim capacity until a new
permanent RPM is hired.
Depending on the location and size of the site, one to two RPOs will drive the tanker trailers and
the remaining RPOs will drive the spray application vehicles.
The former RPM indicated that the RAP could use one to two more personnel to effectively
operate the program. Also, additional operators (and equipment) will be required as wastewater
flow and residuals production increase. When necessary, the RPM along with his or her
supervisor will review staffing levels to evaluate the need to increase the RAP staffing level.
7.2 Staff Position Descriptions
7.2.1 Residuals Program Manager
Under general supervision of the EMD Manager, the RPM oversees all aspects of the CAMLEJ
RAP. The RPM performs duties and makes decisions based generally on instructions, objectives,
and policies of the Base Commander and on seasonally changing conditions and priorities of the
AWWTP. The RPM ensures that required monthly and annual reports are prepared and submitted
to appropriate agencies. The RPM reviews operation, maintenance, and personnel schedules
regularly and request additional personnel service when vacancies occur. The RPM is also
ultimately responsible for the day-to-day operation of the system to ensure compliance with the
terms of the operating permit(s).
7.2.2 Responsibilities
Specific duties and responsibilities of the RPM include the following
• Identifies appropriate land application sites and coordinates their use using RFMSS, Forestry,
and Fish and Wildlife
• Modifies distribution and application schedules, as required, integrating with other Base
activities
• Provides for maintenance and repair of transportation and application equipment
• Identifies and implements improvements to land application sites and access roads
• Implements the required monitoring program
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• Maintains adequate records and certifies their authenticity
• Specifies staff work schedules as priority dictates
• Motivates staff to achieve maximum efficiency
• Prepares the departmental annual budget
• Trains all staff in program operation and in safety techniques
• Coordinates public education and awareness programs for Base staff and the general public
• Maintains inventory of all supplies by maintaining a record file at the maintenance building
• Provides safe disposal of oils, greases, paints, or other waste materials from application sites
and the AWWTP
• Ensures that all environmental samples are collected in the prescribed manner and are
delivered to the designated laboratory in a timely manner
• Loads residuals application data into IRAMS
7.2.3 Qualifications
General qualifications for the position of RPM are as follows:
• Preferably a 4-year college degree (preferably an environmental or agricultural degree), and
at least 2 years of work experience in the appropriate field (An Associate's degree and 2 years
of supervisory experience can be substituted for a 4-year degree.)
• Licensed as a Class A wastewater treatment operator in the State of North Carolina
• Licensed as a certified residuals operator in the State of North Carolina
• Excellent supervisory and management skills
• Thorough knowledge of machines, equipment, materials, and practices associated with a
large-scale land application program
7.2.4 Residuals Program Operator
Under the direct supervision of the RPM, an RPO performs a variety of day-to-day duties
associated with the operation of the RAP. RPOs operate equipment and provide general
assistance in the operation and maintenance of the RAP.
7.2.4.1 Responsibilities
The following are primary responsibilities of an RPO
• Operates and maintains all hauling and application equipment, electrical controls, valves, and
pumps
• Monitors gauges, meters, and controls
• Recognizes changes in normal operation and investigates the cause
• Inspects and reports overall condition of the system
• Knows proper operational procedures
• Keeps informed of the best operating practices
• Maintains application sites and roads and trails by periodically removing small brush and trees
along application trails and roads
• Uses IRAMS and assists the RPM in day-to-day decision -making processes
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• Conducts general preventive maintenance procedures on all equipment and maintains other
structures and sites associated with the RAP
• Provides safe disposal of oil, greases, paints, or other waste materials from the application
sites and AWWTP grounds
7.2.4.2 Qualifications
General qualifications for the position of RPO are as follows:
1. High school education and at least 1 year of farming or closely related operational experience
2. Thorough knowledge of machine and equipment O&M
3. Ability to carry out oral and written instructions
4. State of North Carolina commercial vehicle driver's license
5. Thorough knowledge of machines, equipment, materials, and practices associated with a
large-scale land application program
7.3 Training Programs
The thorough and continual training of O&M personnel is vital to the successful performance of
the AWWTP and the RAP. All AWWTP staff should be trained in the proper preventive and
corrective maintenance procedures as recommended by equipment manufacturers. In addition,
the RPM should stay abreast of new developments in residuals management that pertain to this
operation.
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8.0 SAFETY
This section presents general information on safety procedures to help prevent accidents. It also
presents information on pump station hazards, electrical and mechanical equipment hazards, fire
protection, bacterial infection, and procedures for handling hazardous chemicals and safety
equipment. Safety precautions and procedures outlined in manufacturer O&M manuals for the
hauling and application equipment also should be followed. A list of additional recommended
safety references is included at the end of this section.
8.1 Compliance with Range Control Standard Operating Procedures (SOPs)
This section should be used in conjunction with safety procedures outlined in MCO 3570.1 and
the Base Order (BO 3570.1 C), Standard Operating Procedures for Range Control Operations
(Range Control SOP), and other EMD safety procedures. If safety instructions or procedures
contained in this section conflict with those covered in the Range Control SOP, the Range Control
SOP takes precedence. The RPM and all operators should read, understand, and implement the
safety procedures and requirements listed in the Range Control SOP. A readily available copy of
the SOP should be kept in the RPM's office.
8.2 Safety Overview
Accidents are usually caused by carelessness or hazardous conditions, with effects ranging from
slight annoyance to fatality. Accidents can damage equipment and personal property, and can
affect environmental quality. Accident prevention programs help reduce physical hazards by
promoting safety awareness.
Less than 20 percent of all accidents are attributed to unsafe conditions or physical hazards. All
RAP staff should be alert for unsafe conditions and either correct them immediately or report them
to proper authority. The following unsafe conditions are often found and should be corrected when
noted:
• Deeply rutted trails or roads used for residuals application
• Roads or trails covered in water
• Lack of safety devices on a piece of equipment
• Ineffective safety devices
• Defective equipment, tools, or machines
• Improper illumination
• Improper ventilation
• Improper clothing for the job being performed
• Poor housekeeping, leading to congested areas or walkways
• Cluttered work areas
• Materials such as oil or water on floors or walkways
Other conditions that should be eliminated include high noise levels, faulty equipment design, and
faulty or poor equipment construction and/or maintenance.
Approximately 80 percent of all accidents result from unsafe acts, examples of which follow:
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• Improper training
• Failure to use protective equipment
• Failure to install provided equipment guards
• Failure to recognize and avoid sharp and slippery objects
• Improper lifting
• Use of loose or improper grip on objects
• Use of improper tools or equipment for a job
• Hazardous movement such as running, jumping, stepping on or climbing over an object,
throwing tools or equipment, and horseplay
Proper safety training helps prevent many of these unsafe acts. Other factors that contribute to
accidents, which should be recognized and corrected, include the following:
• Inadequate safety instructions
• Failure to enforce safety rules
• Poor safety planning
• Infrequent supervisor -employee communication regarding safety
• Failure to correct noted hazards
• Failure to provide necessary safety devices
The psychological and physical conditions of employees also play a role in accidents. Lack of
safety awareness, improper attitude, nervousness, emotional instability, and slow reactions can,
when linked with physical problems, increase the chances of an accident. Fatigue and hearing or
vision impairments can be particularly dangerous if not corrected.
8.3 General Safety Guidelines
The following guidelines can reduce the likelihood of on-the-job injuries
• Observe all written and oral safety rules. Be aware of job -related hazards.
• Do not start a task until instructions have been received and fully understood.
• Immediately correct or report to a supervisor all hazardous conditions and unsafe equipment
or working practices.
• Report all injuries and accidents to a supervisor.
• Drink only from water fountains. All other water sources on the AWWTP or application areas
should be considered unsafe to drink.
• Do not run. Avoid slippery or congested areas.
• Do not ride on or operate moving equipment unless required to complete the task. Staff should
receive instructions before operating moving equipment.
• When operating moving equipment, observe all traffic signs, speed limits, and parking
regulations.
• Do not wear loose clothing or carry rags in your pockets. Cloth may become caught in
equipment, which could cause personal injury.
• Use protective equipment such as goggles, hard hats, gloves, and respirators whenever
required by the task.
• Do not operate equipment unless all safety guards and safety devices designed for that
equipment are in place, except as permitted in written maintenance or emergency operation
procedures.
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• Shut off equipment before cleaning debris from moving parts.
• If it is necessary to remove safety devices, handrails, manhole covers, or related items, warn
fellow employees. Reinstall as soon as possible.
• Keep all tools in good repair. Use tools that are appropriate to the task performed.
• Do not pass under or work beneath fellow employees unless a task requires doing so. Never
enter a wet well, tank, or basin until all safety precautions have been taken.
• Practice good housekeeping. Immediately clean up any grease, oil, or other liquids that may
have spilled or leaked from equipment. Do not use gasoline to clean up oil and grease. Keep
all passageways, aisles, stairs, and exits clear of tools, equipment, and other materials.
• Do not consider a task finished until the safest possible conditions have been made for the
next person.
8.4 Proper Handling Practices
In operating and maintaining land application systems, many types of materials and objects are
handled. Use proper safety equipment, especially when handling heavy or bulky items such as
pipe and equipment spare parts. The following rules should be followed to avoid injury to hands
and fingers:
• Visually inspect the item for metal slivers, jagged edges, burrs, and rough or slippery surfaces.
• Keep hands clean of oil, grease, or water, which may prevent a firm grip.
• Wipe off greasy, wet, slippery, or dirty objects before handling.
• Use gloves as necessary.
• Grasp an object firmly before lifting.
• Keep fingers away from any points where they could be pinched or crushed, especially when
setting down an object.
• When handling pipes or other long objects, keep hands away from the ends to prevent them
from being pinched or crushed.
8.5 Proper Lifting Practices
Back injuries are common on the job. Such injuries are often caused by improper lifting. To avoid
back injury, the following lifting practices should be followed:
• Consider the size, weight, and shape of the object. Do not lift more weight than can be handled
comfortably. If necessary, get help from other staff or from a mechanical lifting device.
• Make sure you have solid footing. Usually, the most effective position for safely lifting an object
is to place one foot slightly ahead of the other. Place feet far enough apart for proper balance
and stability. It may be necessary to bend down almost to the floor on one knee. Do not bend
into a full squatting position; straightening up from a full squat requires almost twice as much
effort as straightening up from a crouching position.
• Get as close as possible to the load to be lifted. Bend down at the knees by about 90 degrees.
Your head, shoulders, and back should be as straight as possible.
• Be sure to hold the object close to your body. Hold it securely with your hands placed under
the object.
• To lift the object, stand up using your abdomen, legs, and buttocks. Do not bend your back.
Move slowly and smoothly, without twisting while lifting.
• When setting the object down, reverse the above procedures, being especially careful not to
arch your back forward.
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If more than one person is needed to carry an object, they should position themselves so that the
weight of the load is equally distributed and uniformly lifted, especially if the load will be
transported on an incline or stairs. When the load's weight is known, it is relatively easy to
determine the number of people needed to transport it safely, keeping in mind that individual
strengths will vary. If an individual staff member cannot comfortably lift a load, seek help
elsewhere or obtain a mechanical device, such as a hoist or dolly, or even an office chair with
wheels.
8.6 Working with Electrical Equipment
All electrical equipment used in the residuals management facilities has been designed to ensure
staff safety and efficient operations. All exposed electrical wiring is encased in conduit as an
additional safety measure. Waterproof conduit has been used to prevent short circuiting where
wiring would be subjected to moisture, or where the wiring must be run underground.
The door to any electrical switchgear panelboard cannot be opened unless its main power is
disconnected. This preventative design is used because some wiring in the panelboard is
connected to uninsulated circuit breakers or bus bars that can cause electrocution. All of a
panelboard's operating controls, constructed of nonconductive materials, can be operated with a
closed panelboard door.
The electrical motors used throughout the facility were selected for proper application and
environmental considerations. All motors are grounded for safety and must be disassembled
before any electrical wiring within the motor is contacted.
Outside lighting is weathertight or waterproof, requiring disassembly to contact energized wiring.
Interior lighting inside the buildings is completely enclosed. The remainder of interior lighting is
constructed of heavy-duty material designed for rugged industrial use.
The following safety rules should be observed to protect both electrical equipment and staff
• Never open an electrical control panel unless required by the task.
• Allow only authorized, trained AWWTP or BM staff to work on electrical equipment.
• Know electrical equipment and its voltages (equipment should be labeled).
• Become familiar with the type of work before opening an electrical control panel or before
working on any electrical equipment. Once work has begun on any electrical circuit, do not
allow your attention to be diverted until the work is completed.
• Before disassembling or working on electrical equipment, make sure the equipment is de -
energized. To do this, tag or disconnect the open breaker and, if possible, lock it in the open
position (i.e., lock -out; tag -out (LOTO). In addition, ground all phases rated higher than 600
volts. Always disconnect electrical equipment at both the motor control center (MCC) and the
equipment itself before beginning work.
• Only the worker who initially locked out the equipment should be authorized to remove the
lockout devices.
• When working on electrical equipment, make sure the work area is as dry as possible.
• Place rubber mats on the floor surrounding electrical panels.
• When working inside an electrical control panel, shield all energized electrical circuits next to
the one being worked on. Such shields should be made of approved nonconductive materials.
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• Because space is limited, if possible, the work in an electrical control panel should be assigned
to only one worker. Keep clear access to the panel by promptly removing tools and equipment
from the area.
• Make sure adequate lighting is available while working in a control panel.
• Use correct replacement parts. Never substitute a higher rated replacement circuit breaker,
fuse, or heater.
• Use extreme caution when handling wires. Handle all wires as though they are live, including
those in breakers.
• Before starting work in the electrical control panel, test all circuits, making sure they are not
energized. Some circuits, such as a 277-volt leg of a 3-phase 480-volt circuit, can be partially
energized if a common circuit breaker is not provided.
• Use nonconductive equipment, tools, and personal protective equipment approved for
electrical equipment use.
• Never use a panel or electrical control box as a storage area for spare equipment parts.
• Use nonflammable and nonconductive cleaning solvents or contact cleaners.
• Keep electrical motors, switches, and control boxes clean at all times.
• Keep all ground connections clean and securely fastened on motors or other equipment.
• Replace color -coded wire on equipment with wire of the same color.
• Make sure that each power tool is equipped with a safety ground.
• Locate wires before trenching, cutting, or drilling is performed on a wall or panel.
• When working near electricity, do not become grounded on pipes or drains.
• Never use metal ladders near electrical equipment. Do not raise pipes or other metal objects
into electrical gear.
• Use dry -chemical fire extinguishers near electrical equipment.
• Use only manufactured wiring. Do not use handmade wiring.
• Use extreme caution when using extension cords. Use cords of adequate size for the electrical
load. Do not allow cords to become wet or frayed.
• Keep electrical boxes closed and avoid wetting them with water during wash -down.
• In of the event of electrical shock, turn off the power if the breaker is readily available. Never
touch a live wire with bare hands. Send for help and immediately provide cardiopulmonary
resuscitation (CPR) until the person's breathing and heartbeat are restored or until a physician
instructs otherwise.
8.7 Fire Extinguishing Equipment
The National Fire Protection Association has established five classes of fires (A, B, C, D, and K),
based on the material of combustion and the intensity of the fire, which include recommendations
for suitable extinguishing equipment.
Class A fires involve ordinary combustible materials such as wood, cloth, paper, rubber, and
many plastics. Extinguishers are identified by a green triangle containing the letter A and may
contain water or suitable chemical agent.
Class B fires involve flammable liquids, oils, greases, tars, oil -based paints, lacquers, and
flammable gases. Extinguishers are identified by a red square containing the letter B and may
contain dry chemicals and carbon dioxide.
Class C fires involve energized electrical equipment (e.g., motors, generators, or appliances).
Because of this, the extinguishing equipment's electrical non -conductivity is important.
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Extinguishers are identified by a blue circle containing the letter C. When electrical equipment
is de -energized, extinguishers for Class A or B fires can be used safely.
• Class D fires involve combustible metals such as magnesium, titanium, zirconium, sodium,
lithium, and potassium. Extinguishers are identified by a yellow five -pointed star containing
the letter D and used sodium carbonate, graphite, bicarbonate, sodium chloride, and salt -
based chemicals.
• Class K fires involve combustible cooking media (vegetable, animal oils, or fats) and are
typically associated with cooking appliances.
Because fires may occur despite preventive measures, RAP staff should be equipped with
adequate firefighting equipment. Suitable fire extinguishers must be placed at strategic locations
so that they are readily available. RAP staff should be provided with guidelines on classification,
location, identification, distribution, selection, inspection, and maintenance of the various types of
fire extinguishers. Information covering the ratings and capacities, application, operating
characteristics, maintenance, refilling instructions, freeze protection, and techniques for their use
also should be obtained. These data will both instruct RAP staff in the use of fire extinguishers
and furnish supervisory RAP staff with the information required to correctly select and locate
portable fire extinguishers.
8.8 Bacterial Infection
Extensive risk analysis studies and actual practice has shown that Class A wastewater residuals
are safe for reuse purposes. Health risks associated with the use of Class A wastewater residuals
are extremely low since the high -temperature ATAD process lowers pathogen concentrations to
very low levels. However, because the residuals may contain low concentrations of pathogenic
organisms, RAP staff should observe the following safeguards and preventive measures to
minimize the chance of infection:
• Staff members should always maintain proper hygiene.
• Staff members should never drink from any source other than a water fountain or a water
cooler. All other water should be considered contaminated.
• No cut or scratch should be considered too minor for treatment. A fully stocked first aid kit
should be maintained to treat minor cuts and scratches. Major cuts should receive the
attention of a physician.
• Protective apparel, such as rubberized cotton gloves, rubber boots, or rubber suits, should be
worn in areas such as the truck loading station, pump stations, and transfer sites where staff
members may not be able to avoid contact with residuals.
• Staff members should be immunized for diseases such as typhoid and tetanus at intervals
recommended by a qualified physician.
• Staff members who have come in contact with treated residuals should wash their hands with
hot water and soap, especially before eating, smoking, or using lavatory facilities.
• A first aid kit should be supplied in each tractor truck and application vehicle. Waterless hand
soap should be provided for fieldwork.
8.9 Safety Equipment
This subsection provides general information on personal safety equipment and guidelines.
Safety equipment varies according to the situation and the manufacturer. Applicable instructions
should be reviewed and observed for each type of safety equipment provided by the
manufacturer. Each component of safety equipment should be inspected routinely to ensure
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proper operating condition. If defects are noted, the item should be removed from service until
replacement parts have been obtained and installed.
RAP staff should use safety equipment whenever required. Although wearing safety equipment
may be cumbersome and uncomfortable, this discomfort is minor compared to an injury that could
occur if the safety equipment is not worn.
All equipment should have Underwriters Laboratories, Inc. (UL) approval for use in hazardous
areas. The following safety equipment items are recommended for use in hazardous situations:
• At least one fire extinguisher for each truck tractor and application vehicle
• Hearing protectors for each staff member working in noisy areas
• Several pairs of chemical goggles and face shields
• One fully equipped first aid kit for each truck tractor and application vehicle
• Overalls, rubber boots, goggles, hardhats, and gloves
8.9.1 Gloves
Many types of gloves are available for hand protection in various situations. Most commonly used
is the leather work glove, which provides protection from sharp or irregularly shaped objects. This
type also helps protect against burns but is not as suitable as gloves specially designed for
handling extremely hot objects. Neoprene gloves can be used to handle oils, greases, and
solvents, in addition to acids and alkalis. A disposable polyethylene glove, designed mainly for
laboratory or very light -duty use, is also available but should not be used in other applications.
Vinyl or neoprene gloves are used to prevent direct contact between hands and residuals. Special
electrical gloves are available for the trained and qualified maintenance electrician.
8.9.2 Safety Glasses and Face Shields
Eye protection devices include special hardened prescription glasses, lightweight plastic glasses,
shatterproof plastic goggles, and shatterproof face shields. The type of eye protection partly
depends on the operation to be performed. Plastic goggles may offer more protection than
glasses or face shields because they cover the entire eye area. Some shatterproof plastic goggles
are also designed so that they can be worn over regular prescription glasses. The face shield,
normally designed so that it also can be worn over regular prescription glasses, also protects the
entire face from splatters.
8.9.3 Rubber Boots
Rubber boots protect feet and ankles from direct contact with residuals. These boots are designed
with nonskid soles to reduce the likelihood of falls on wet or slippery surfaces.
Some rubber boots are also equipped with steel toe plates that provide protection in the event a
heavy object falls on the feet.
8.9.4 Neoprene -Impregnated Clothes
Neoprene -impregnated clothes (rain suits) protect the wearer's skin from direct contact with
residuals. These suits, composed of trousers and a jacket, should be worn whenever entering a
manhole, pump station, or other areas where contact with residuals is probable.
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8.9.5 Hardhats
Hardhats protect the head from falling objects and can shield the head when accidentally struck
on a fixed object. Hardhats should be worn in all construction areas, in manholes or pump stations,
and wherever an object could be dropped on the head. Fiberglass or plastic hardhats should be
used when cutting trees along roads and trails and when in the vicinity of electrical equipment;
aluminum is conductive and could be the source of a serious shock.
8.10 First Aid Training
Although accident prevention is key to any safety program, such a program is not complete
without first aid training for all RAP staff. At a minimum, RAP staff should receive periodic training
in CPR techniques and handling of life -threatening situations such as uncontrolled bleeding,
traumatic shock, and poisoning.
8.11 Communication Equipment
For redundancy, two forms of communications equipment should be installed in each truck tractor
and application vehicle. Two-way radios that are compatible with those used by other Base
facilities should be installed, as well as cellular telephones (for backup).
8.12 Emergency Telephone Numbers
For medical emergencies that require medical evacuation, procedures listed in Chapter 5 of the
Range Control SOP should be followed. The Range Control Duty Officer (RCDO) should be the
first contact in all medical or fire emergencies. If the RCDO does not respond, contact the Base
Command Staff Duty Officer (CSDO) at 451-2414 to report the emergency. If the RCDO or CSDO
cannot be contacted, contact the Naval Hospital or Base Fire Dispatch directly. Radio call signs
and telephone numbers for the following should be posted inside each vehicle and at each phone
used by the RAP staff:
• RCDO (call sign "BLACKBURN")
• Naval Hospital Camp Lejeune
• Base Fire Dispatch:
8.13 Accident Reports
451-3064 or radio frequencies
34.70 megahertz (MHZ) (primary)
40.10 MHZ (secondary)
or 119.5
233.80 ultrahigh frequency (UHF)
911 or 451-3399
911 or 451-3004 or 451-3005
Prompt reporting of WWTP staff injuries to proper authorities is essential for an effective safety
program. Accurate accident records are important for insurance claims and for future reference.
When any injury occurs, file the necessary reports with the RPM. Accident report forms currently
used by RAP staff should be used to report injuries.
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8.14 Suggested Safety References
The following publications are good sources of additional safety information:
The American Red Cross. Text Book on First Aid. Washington, D.C.
American Water Works Association. Safety Practice for Water Utilities. Manual No. 3. 1983. Burt,
G.L. "Developing a Successful Safety Program." JWPCF. Vol. 36, p. 636. May 1964. Chlorine
Institute, Inc. Chlorine Manual. New York. 1971.
Dixon, F.R. and L.J. McCage. "Health Aspects of Wastewater Treatment." JWPCF. Vol. 36, p.
984. August 1964.
Mann, U.T. "Safety in Sewer and Treatment Plant Operations." JWPCF. Vol. 35, p. 636. February
1963.
National Safety Council. Accident Prevention Manual for Industrial Operations. 7th Ed. Chicago,
Illinois. 1974.
"Report of 1967 Wastewater System Employee Safety Program Survey." JWPCF. Vol. 40, p. 766.
May 1968.
State of New Jersey. Motor Vehicle Code. No date.
U.S. Department of Labor. Municipal Employees Safety Program. Bureau of Labor Standards.
Washington, D.C. No date.
U.S. Department of Labor. Occupational and Health Standards. 1978.
U.S. Environmental Protection Agency (EPA). Safety in the Operation and Maintenance of
Wastewater Treatment Works. Technical Bulletin No. 68-01-0324.
Vrooman, M., Jr. "Designing WTP for Safety." JWPCF. Vol. 41, p. 474. March 1969.
Water Pollution Control Federation. Operation of Wastewater Treatment Plants. Manual of
Practice No. 11. Washington, D.C. 1976.
Water Pollution Control Federation. Safety in Wastewater Works. Manual of Practice No. 1. 1975.
Weller, L.W. "Experience in Providing for Safety Aspects in Treatment Plant Design." JWPCF.
Vol. 41 p. 122. January 1969.
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9.0 SPILL CONTROL AND RESPONSE
This section presents general information on spill control, response and reporting of wastewater
residual spills. Detailed procedures and information is provided in CAMLEJ's Spill Response
Reporting Decision Tree for its wastewater operations which includes the AWWTP and the
wastewater collection system.
9.1 Spill Control
The wastewater residuals are processed at CAMLEJ so that they can be sprayed on the ground
in the designated areas. The areas are not near surface water but may be near conveyance
and/or ditches.
The potential for residual spills may occur during the loading of the tankers trucks at the AWWTP.
The potential for such spills may occur or during the transfer of the residuals from the tanker
trucks to the application vehicles which takes place near the area of application. One to two
operators are present during the transfer operations and can stop the transfer process to minimize
the spill.
9.2 Spill Response
CAMLEJ's Spill Response Reporting Decision Tree has standard operating procedures for
wastewater spills. These procedures include notifying the WWTP operator of the spill, containing
the spill, investigating the spill, and reporting the spill. See Appendix H for the Spill Response
Reporting Decision Tree.
9.3 Spill Recordkeeping and Reporting
A reportable spill is any spill that reaches any already existing water located in a conveyance,
stream, ditch, etc. is considered to have reached surface water. In addition, spills which reach a
conveyance or ditch & cannot be captured or contained are considered to have reached surface
water. Also spills of greater than 1,000 gallons of sewage (wastewater) to the ground are
reportable spills. Reportable quantity spills are documented in spill reports and the ICP.
Per the Spill Response Reporting Decision Tree, a completed record of ALL spills, reportable &
non -reportable, is done generally using the NCDEQ Collection System Sanitary Sewer Overflow
Reporting Form (2015), CS-SSO (attached) or the WWTP Upset, Spill, or Bypass 5-Day
Reporting Form (August 2014). The form is initiated by the EQB ELS Supervisor in conjunction
with the applicable WWCS Supervisor and/or WWTP Supervisor.
Copies will be maintained by the WWTP Collections Supervisor, the EQB ELS Supervisor, and
by means of the Official Document Inventory (ODI), EMD EQB. Records of all spills will be
maintained for a period of three years minimum and will be available for review by the NCDEQ
staff upon their request.
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APPENDIX A
DEQ PERMIT NO. WQ0012346 (DISTRIBUTION OF CLASS A
WASTEWATER RESIDUALS)
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North Carolina Department of Environmental Quality
Pat McCrory
Governor
October 9, 2015
JOHN R. TOWNSON — DIRECTOR, ENVIRONMENTAL MANAGEMENT DIVISION
COMMANDING GENERAL, MCIEAST-MCB CAMLEJ
PSC 20005
CAMP LE]EUNE, NORTH CAROLINA 28542-0005
Dear Mr. Townson:
Donald R. van der Vaart
Secretary
Subject: Permit No. WQ0012346
Camp Lejeune Residuals
Distribution Program
Distribution of Class A
Residuals
Onslow County
In accordance with your permit renewal request received April 24, 2015, we are forwarding
herewith Permit No. WQ0012346 dated October 9, 2015, to the United States Marine Corps, Marine Corps
Installations East — Marine Corps Base Camp Lejeune for the continued operation of the subject residuals
management program. Please note that this renewed permit shall become effective on November 1, 2015
(i.e. the day after the expiration date of the existing permit.
This permit shall be effective from November 1, 2015 until October 31, 2020, shall void Permit
No. WQ0012346 issued November 20, 2006, and shall be subject to the conditions and limitations as
specified therein. Please pay particular attention to the monitoring requirements listed in Attachment A for
they may differ from the previous permit issuance. Failure to establish an adequate system for collecting
and maintaining the required operational information shall result in future compliance problems.
Please note the following permit condition has been removed since the last permit issuance
dated November 20, 2006:
➢ Old Condition 1.7. — This condition is inherently covered by new Condition IV.4.
Please note the following permit conditions are new since the last permit issuance dated
November 20, 2006:
➢ Condition 11.6. — Requires the residuals to meet one of the vector attraction reduction
alternatives.
➢ Condition 11.7. — Lists the setback requirements for bulk residuals applications.
➢ Condition 1I.8. — Requires agronomic rates to be based on Realistic Yield Expectations.
➢ Condition II.9. —Requires special restrictions for residuals with a high sodiuln absorption ratio.
➢ Condition I11.2. — Lists the minimal requirements for the Operation and Maintenance Plan.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Phone, 9 19-807-6464 1 Internet: httoWoortal.ncdenr.orQlweblwa
An Equal opportunity l A(fifmative Won Employer— Made in part with recycled paper

Mr. Jolm R. Townson
October 9, 2015
Page 2 of 2
➢ Condition III.4. — Requires that a copy of the permit be maintained at the land application sites
during application activities.
➢ Condition III.5. — Requires that spill control provisions be maintained in all
transpordapplication vehicles.
➢ Condition I1I.7. — Requires maintaining a vegetative cover on all application areas.
➢ Condition HI.8. — Lists site conditions which prohibit the application of bulk residuals.
➢ Condition 111.9. --Lists storage and application restrictions for bulk residuals.
Condition IV.5. -- Requires that laboratory analyses be performed on residuals as they are
distributed.
➢ Condition V.1. — Requires adequate inspection and maintenance to be provided.
➢ Condition VI.7. -- Prohibits the permitted facilities from being expanded if certain conditions
prevail.
If any parts, requirements or limitations contained in this permit are unacceptable, the Pernnittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit, This request shall be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this permit, please contact David Goodrich at (919)
807-6352 or by email at [e-mail].
Sincerely,
-S. Jay Zimmerman, P.G., Director
Division of Water Resources
cc: Onslow County Health Department (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Digital Permit Archive (EIectronic Copy)
Central Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
DISTRIBUTION OF CLASS A RESIDUALS PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
United States Madne Corps
Mai° ne Corps Insfialladons East m Marine Corps Base
Camp Lejeune
Onslow County
FOR THE
continued operation of a residuals management program for the United States Marine Corps, Marine Corps
Lfstallations East —Marine Corps Base Camp Lejeune and consisting of.
two 200 gallon per minute (GPM) internal feed rotary drum thickeners to receive sludge from the primary
clarifiers; two 250 GPM internal feed rotary drum thickeners to receive sludge from the secondary clarifiers;
a I50,500 gallon influent sludge holding tank; a 2,265,00 gallon treated sludge storage tank; a high liquid
level alarm system; an odor control system; a truck loading station; an Autothermal Thermophilic Aerobic
Digestion (ATAD) SIudge Treatment System consisting of eight 79,000 gallon reactor vessels in four
parallel paths (each path comprised of two vessels in a series); and all associated piping, valves, controls
and appurtenances
for the distribution of Class A residuals generated by the approved facility listed in Attachment A with no
discharge of wastes to surface waters, pursuant to the application received April 24, 2015, and in conformity
with other supporting data subsequently filed and approved by the Department of Environmental Quality
and considered a part of this permit. The use and disposal of residuals are regulated under Title 40 Code of
Federal Regulations Part 503. This permit does not exempt the Permittee from complying with the federal
regulations.
This permit shall be effective from November I, 2015 until October 31, 2020, shall void Permit No.
WQ0012346 issued November 20, 2006, and shall be subject to the following specified conditions and
limitations:
WQ0012346 Version 3.0 Shell Version 150101 Page 1 of 10

I. SCHEDULES
No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule I5A
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal application.
[15A NCAC 02T .0108(b)(2), 02T .0105(d), 02T .0109]
H. PERFORMANCE STANDARDS
The subject residuals management program shall be effectively maintained and operated at all times so
there is no discharge to surface waters, nor any contravention of groundwater or surface water
standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance
conditions due to improper operation and maintenance, the Permittec shall immediately cease
distribution of residuals, contact the Wilmington Regional Office supervisor, and take any immediate
corrective actions. [G.S. 143-215.1]
2. This permit shall not relieve the Permittee of responsibility for damages to groundwater or surface
water resulting from the operation of this residuals management program, [15A NCAC 02B .0200,
02L .0100]
Only residuals generated by the facility Iisted in Attachment A are approved for distribution in
accordance with this permit. [G.S. 143-215.1]
4. Pollutant concentrations in residuals distributed or applied to any land application site shall not exceed
the following Ceiling Concentrations or Monthly Average Concentrations (i.e., dry weight basis):
Parameter
Ceiling Concentration
Monthly Average
(milligrams per kilograru)
Concentration
(�rrilligr•ann per- kilogr•arn)
Arsenic
75
41
Cadmium
85
39
Copper
4,300
1,500
Lead
840
300
Mercury
57
17
Molybdenum
75
n/a
Nickel
420
420
Selenium
100
100
Zinc
7,500
2,800
[I5A NCAC 02T. 11051
5. Residuals that are land applied shall meet Class A pathogen reduction requirements in 15A NCAC 02T
.1106 (a) and (b). Exceptions to this requirement shall be specified in Attachment A. [15A NCAC 02T
.1106]
6. Biological residuals (i.e. residuals generated during the treatment of domestic or animal processing
wastewater, or file biological treatment of industrial wastewater, and as identified in Attachment A)
that are land applied shall meet one of the vector attraction reduction alternatives in 15A NCAC 02T
.1107(a). Exceptions to this requirement shall be specified in Attaclunent A, [15A NCAC 02T .1107]
WQ0012346 Version 3.0 Shell Version 150101 Page 2 of 10

7. Setbacks for Class A land applied bulk residuals shall be as follows:
Setback by residual type
Setback Description
(feet)
Liquid
Cake*
Private or public water supply
100
l00
Surface waters (streams -- intermittent and perennial,
100
25
perennial waterbodies, and wetlands)
Surface water diversions (ephemeral streams,
25
0
waterways, s, ditches
Groundwater lowering ditches (where the bottom of
25
0
the ditch intersects the SHWT)
Wells with exception to monitoring wells
100
100
Bedrock outcrops
25
0
Unless otherwise noted in Attachment A, "cake" residuals are those that have greater than 15%
solids by weight and can be stacked without flowing, as well as can be handled, transported and
spread as a solid (e.g., using a backhoe, front end loader, clinger spreader, broadcast spreader or
other equipment designed for handling solid materials) without leaving any significant liquid
fraction behind.
[15A NCAC 02T .l 1081
8. Bulk residuals and other sources of Plant Available Nitrogen (PAN) shall not be applied in exceedance
of agronomic rates. Appropriate agronomic rates shall be calculated using expected nitrogen
requirements based on the determined Realistic Yield Expectations (RYE) using any of the following
methods:
a. Division's pic-approved site specific historical data for specific crop or soil types by calculating
the mean of the best three yields of the last five consecutive crop harvests for each field.
b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina State
University Department of Soil Science (http://nutrients.soil.ncsu.edu/yields/i_ndex.php). A copy
shall be kept on file and reprinted every five years in accordance with Condition IV.7.
c. If the RYE cannot be determined using methods (a) or (b) above, the Permittee may use the RYE
and appropriate nutrient application rates reported in any of the following documents:
i. Crop management plan as outlined by the local Cooperative Extension Office, the North
Carolina Department of Agriculture and Consumer Services, the Natural Resource
Conservation Service, or other agronomist.
ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance
Document: Chapter 1
(littp://www.ncagr.gov/SWC/tecii/docuinents/9th_Guidance Doc_100109.pdf).
iii. Certified Nutrient Management Plan as outlined by the Natural Resources Conservation
Services (MRCS). These plans must meet the USDA-NRCS 590 Nutrient Management
Standards(ftp://ftp-fe.sc.egov.usda.gov/NH0/practice-standards/standards/59Q.pdf .
d. If the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall
contact the Division to determine necessary action.
[I 5A NCAC 02T . 1109(b)(l)(k)]
WQ0012345 Version 3.0 Shell Version 150101 Page 3 of 10

9. The Permittee shall not distribute Class A residuals that have a sodium adsorption ratio (SAR) of 10 or
higher without prior written Division approval. The Permittee may seek approval by demonstrating
that the entity accepting the residuals is: aware of the effects of a high SAR content; has agreed on
proper residual application rates; and has agreed to operational considerations to ensure that the high
SAR content will not adversely impact the receiving sites. Recommendations regarding sodium
application rate, soil amendments (e.g., gypsum, etc.) or a mechanism for maintaining site integrity and
conditions conducive to crop growth, can be obtained from the local Cooperative Extension Office, the
Department of Agriculture and Consumer Services, the Natural Resource Conservation Service,. a North
Carolina Licensed Soil Scientist, or an agronomist. [15A NCAC 02T .0108(b)(1)]
10. These residuals land application sites were individually permitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the residual land application
area, or 50 feet within the property boundary, whichever is closest to the residual land application area.
An exceedance of groundwater standards at or beyond the compliance boundary is subject to
remediation action according to 15A NCAC 02L .0106(d)(2) as well as enforcement actions in
accordance with North Carolina General Statute 143-215.6A through 143-215.6C. [15A NCAC 02L
.0107(a)]
11. The review boundary shall be established midway behveen the compliance boundary and the residual
land application area. Any exceedance of groundwater standards at the review boundary shall require
action in accordance with 15A NCAC 02L .0106. [I5A NCAC 02L .0108]
12. Diversion or bypassing of the untreated residuals or Ieachate from the residual treatment facilities is
prohibited. [15ANCAC 02T .0108(b)(1)]
13. All leachate must be roused as a wetting agent for the processing of residuals or routed to the head of
the treatment plant. [15A NCAC 02T .0108(b)(1)]
III. OPERATION AND MAINTENANCE REQUIREMENTS
The residuals management program shall be properly maintained and operated at all tunes. Tile
program shall be effectively maintained and operated as a non -discharge system to prevent any
contravention of surface water or groundwater standards. [ 1 SA NCAC 02T .1110]
2. The Permittee shall maintain an approved Operation and Maintenance Plan (O&M Plan) Modifications
to the O&M Plan shall be approved by the Division prior to utilization of the new plan. The O&M Plan,
at the minimum, shall include:
a. Operational functions;
b. Maintenance schedules;
c. Safety measures;
d. Spill response plan;
e. Inspection plan including the following information:
i. Names and/or titles of personnel responsible for conducting the inspections;
ii. Frequency and location of inspections, including those to be conducted by the ORC, and
procedures to assure that the selected location(s) and inspection frequency are representative
of the residuals management program;
iii. Detailed description of inspection procedures including record keeping and actions to be taken
by the inspector in the event that noncompliance is observed pursuant to the noncompliance
notification requirements under the monitoring and reporting section of the permit;
f. Sampling and monitoring plan including the following information:
WQ0012346 Version 3.0 Shell Version 150101 Page 4 of 10

i. Names and/or titles of personnel responsible for conducting the sampling and monitoring;
ii. Detailed description of monitoring procedures including parameters to be monitored;
iii. Sampling frequency and procedures to assure that representative samples are being collected.
Fluctuation in temperature, flow, and other operating conditions can affect the quality of the
residuals gathered during a particular sampling event. The sampling plan shall account for any
foreseen fluctuations in residuals quality and indicate the most limiting times for residuals to
meet pathogen and vector attraction reduction requirements (e.g. facilities that land apply
multiple times per year but have an annual sampling frequency, may need to sample during
winter months when pathogen reduction is most likely to be negatively affected by cold
temperatures).
[ 15A NCAC 02T .1100]
3. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the facility, the Permittee shall designate and employ a certified operator in responsible
charge (ORC) and one or more certified operators as back-up ORCs in accordance with 15A NCAC
08G .0201. The ORC or his back-up shall visit the facilities in accordance with 15A NCAC 08G. 0204,
or as specified in the most recently approved O&M plan (i.e., see Condition II1.2.), and shall comply
with all other conditions of 15A NCAC 08G. 0204. For more information regarding classification and
designation requirements, please contact the Division of Water Resources' Protection and Enforcement
Branch at [phone]. [15A NCAC 02T .0117]
4. When the Permittee land applies bulk residuals, a copy of this permit and a copy of O&M Plan shall be
maintained at the land application sites during land application activities. [15A NCAC 02T
.0108(b)(1)]
When the Permittee transports or land applies bulk residuals, the spill control provisions shall be
maintained in all residuals transport and application vehicles. [ 15A NCAC 02T .1110]
6. When the Permittee land applies bulk residuals, adequate measures shall be taken to prevent wind
erosion and surface runoff from conveying residuals from the land application sites onto adjacent
properties or into surface waters. [G.S. 143-215.11
7. When the Permittee land applies bulk residuals, a suitable vegetative cover shall be maintained on land
application sites onto which residuals are applied, or application shall be in accordance with the crop
management plan outlined by the local Cooperative Extension Office, the Department of Agriculture
and Consumer Services, the Natural Resource Conservation Service, or an agronomist and as approved
by the Division. [15A NCAC 02T .1109(b)(1)]
8. Bulk residuals shall not be land applied under the following conditions:
a. If the residuals are likely to adversely affect a threatened or endangered species listed under section
4 of the Endangered Species Act or its designated critical habitat;
b. If the application causes prolonged nuisance conditions;
c. If the land fails to assimilate the bulk residuals or the application causes the contravention of surface
water or groundwater standards;
d. if the land is flooded, frozen or snow-covered, or is otherwise in a condition such that runoff of the
residuals would occur;
e. Within the 100-year flood elevation, unless the bulk residuals are injected or incorporated within a
24-hour period following a residuals land application event;
f. During a measurable precipitation event (i.e., greater than 0.01 inch per hour), or within 24 hours
following a rainfall event of 0.5 inches or greater in a 24-hour period;
WQ0012346 Version 3.0 Shell Version 150101 Page 5 of 10

g. If the slope is greater than 10% for surface applied liquid residuals, or if the slope is greater than
18% for injected or incorporated bulk liquid residuals;
h. 'If the soil pH is not maintained at 6.0 or greater, unless sufficient amounts of lime are applied to
achieve a final soil pH of at least 6.0, or if an agronomist provides information indicating that the
pH of the soil, residuals and lime mixture is suitable for the specified crop. Any approved variations
to the acceptable soil pH (6.0) will be noted in this permit;
i. If the land does not have an established vegetative cover unless the residuals are incorporated or
injected within a 24-hour period following a residuals land application event. Any field that is in a
USDA no -till program shall be exempted from meeting this vegetative cover requirement;
j. If the vertical separation between the seasonal high water table and the depth of residuals
application is Iess than one foot;
k. If the vertical separation of bedrock and the depth of residuals application is less than one foot;
1. Application exceeds agronomic rates.
[I SA NCAC 02T .1109]
9. Land application of Class A residuals is considered the beneficial reuse of a waste under 15A NCAC
02T .1100, and has been deemed permitted under 15A NCAC 02T. 1103(4) provided the conditions of
this permit are met. Any action resulting in damages to surface water or groundwater, caused by faihure
to follow the conditions of this permit, is subject to Division enforcement action.
The person or entity accepting the bulk Class A residuals shall to the best of his knowledge meet the
foIIowing application requirements:
a. Residuals shall not be stockpiled for nrore than 30 days prior to land application;
b. Application of bulk residuals shall not occur within 100 feet of a public or private water supply
source;
c. Application of bulk residuals shall not occur within 100 feet of any well, with the exception of
Division approved monitoring wells;
d. Application of bulk residuals shall not occur within 25 feet of surface waters.
[15A NCAC 02T .0108(b)(1), 02T .I t04]
10. All residuals shall be adequately stored to prevent untreated leachate runoff. The finished product may
be placed on a concrete pad, placed under shelter or physically covered until it is distributed to the
buyer. If an alternate storage site is used, approval must be obtained from the Division. [15A NCAC
02T .0108(b)(1)],
It. Residuals shall be land applied for the purpose of soil erosion control (tactical landing zones; gun
positions; firing ranges), natural vegetation establishment (forested sites; wildlife food plots), and as a
soil conditioner (undeveloped areas) throughout Marine Corps Base Camp Lejeune. Since a portion of
the residuals are used for soil stabilization purposes, there may be no vegetation established on selected
land application sites. In situations where vegetation is not established, residuals shall be incorporated
within 24 hours of application, and shall be limited to a minimum agronomic rate of 100 pounds of
nitrogen (N) per acre (with no plant material on site). At no time shall the residuals be applied at levels
above agronomic rates for the plant material growing on site. [15A NCAC 02T .0108(b)(1)]
12. The Class A material Iisted under Condition IL2. SHALL NOT be bagged or sold as a product. These
residuals shall remain on the Marine Corps Base, Camp Lejeune. If it is the intention of Marine Corps
Base, Camp Lejeune to initiate application or distribution off site, a permit modification request with
the appropriate supporting information shall be submitted and approved prior to the commencement of
bagging and selling. [15A NCAC 02T .0108(b)(1)]
WQ0012346 Version 3.0 Shell Version 150101 Page 6 of 10

13. Military exercises Within the land application areas should be limited to operations that would avoid
any accidental inhalation or ingestion of airborne particulate due to the presence of potential
carcinogens in the residual in limited quantities, such as arsenic, chromium and nickel. Furthermore,
inifita!y activities and operations within the application areas must not take place until an adequate
vegetative cover is in place. [15A NCAC 02T .0108(b)(1)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. Any Division -required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sample reporting schedule shall be followed. [15A NCAC 02T .0108(c)]
2. Residuals shall be analyzed to demonstrate they are non -hazardous under the Resource Conservation
and Recovery Act (RCRA). Residuals that tests or is classified as a hazardous or toxic waste under 40
CFR Part 261 shall not be used or disposed under this permit. The analyses [corrosivity, ignitability,
reactivity, and toxicity characteristic leaching procedure (TCLP)] shall be performed at the
frequency specified in Attachment A, and the Permittee shall maintain these results for a minimum of
five years. Any exceptions from the requirements in this condition shall be specified in Attachment A.
The TCLP analysis shall include the following parameters (the regulatory level in milligrams per liter
is in parentheses):
Arsenic (5.0)
1,4-Dichlorobenzene (7.5)
Nitrobenzene (22.0)
Barium (100.0)
1,2-Dichloroetlianc (0.5)
Pentachloroplrenol (100.0)
Benzene (0.5)
1,1-Dichloroethylene (0.7)
Pyridine (5.0)
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride (0.5)
Endrin (0.02)
Silver (5.0)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its hydroxide)
(0.008)
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadienc (0.5)
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
m-Cresol (200.0)
Lead (5.0)
2,4,6-Trichlorophenol (2.0)
o-Cresol (200.0)
Lindane (0.4)
2,4,5-TP (Silvex) (1.0)
p-CresoI (200.0)
Mercury (0.2)
Vinyl chloride (0.2)
Cresol (200,0)
Metlioxychlor (10:0)
2,4-D (10.0)
Methyl ctliyl ketone (200.0)
Once the residuals have been monitored for two years at the fi-equency specified in Attachment A, the
Permittee may submit a permit modification request to reduce the frequency of this monitoring
requirement. In no case shall the monitoring frequency be less than once per permit cycle.
[15A NCAC 13A .0102(b), 02T .1101, 02T .1105]
WQ0012346 Version 3.0 Shell Version 150101 Page 7 of 10

3. An analysis shall be conducted on the Class A residuals at the fi•cquency specified in Attachment A,
and the Perrnittee shall maintain the results for a minimum of five years. The analysis shall include the
following parameters:
Aluminum
Mercury
Potassium
Anunonia-Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
pH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation)
[15A NCAC.02T .1101]
4. Residuals shall be monitored for compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A, and at the time indicated in the sampling and
monitoring sections of the approved O&M plan. The required data shall be specific to the stabilization
process utilized, -and sufficient to demonstrate compliance with the Class A pathogen reduction
requirements in 15A NCAC 02T .1106 (a) and (b), and one vector attraction reduction requirement in
15A NCAC 02T .1107 (a) shall be ►net. Any exceptions from the requirements in this condition shalt
be specified in Attachment A. [15A NCAC 02T .1106, 02T .1107, 02T .1111(c)]
5. Laboratory parameter analyses shall be performed oil the residuals as they are distributed, and shall be
in accordance with the monitoring requirements in 15A NCAC 02B .0505. [15A NCAC 02B .0505]
6. The Perrnittee shall maintain records tracking all bulk residual land application events performed by
the Pennittee. At a miniinurn, these records shall include the following:
a. Date of land application;
b. Application rate of residuals (dry tons per acre),
c. Crop grown on site, if any;
d. Location where residuals are applied,
e. Purpose of application (land stabilization, etc.),
£ Site conditions at time of application (weather conditions, etc.).
[15A NCAC 02T .0108(b)(1)]
7. Three copies of an annual report shall be submitted on or before March 111. The annual report shall .
meet the requirements described in the Instructions for Residuals Application Annual Reporting Forms.
Instructions for reporting and annual report forms are available at
http;//portal.nedenr.or web/Nvqlaps/lau/reporting, or can be obtained by contacting the Land
Application Unit directly. The annual report shall be submitted to the following address: '
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T. I 1 11(a)]
WQ0012346 Version 3.0 Shell Version 150101 Page 8 of 10

8. Noncompliance Notification
The Permittee shall report by telephone to the Wilmington Regional Office, telephone number (910)
796-7215, as soon as possible, but in no case more than 24 hours or on the next working day following
the occurrence or first knowledge of the occurrence of any of the following:
a. Land application of residuals abnormal in quantity or characteristic.
b. Any failure of the distribution program resulting in a release of material to surface waters.
c. Any time self -monitoring indicates the facility has gone out of compliance with its permit
limitations.
d. Any process unit failure, due to known or unknown reasons, rendering the facility incapable of
adequate residual treatment.
e. Any spill or discharge from a vehicle or piping system during residuals transportation.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
be taken to ensure that the problem does not recur. [15A NCAC 02T .0105(1), 02T .0108(b)(1)]
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
subject facilities and shall be in accordance with the approved O&M Plan. [15A NCAC 02T .0108(b)]
2. Prior to each bulk residuals land application event, the Permittee or his designee shall inspect the
residuals processing, storage, transport and application facilities to prevent malfunctions, facility
deterioration and operator errors resulting in discharges, which may cause the release of wastes to the
environment, a threat to human health or a public nuisance. The Permittee shall maintain an inspection
log that includes, at a minimum, the date and time of inspection, observations made, and any
maintenance, repairs, or corrective actions taken. The Permittee shall maintain this inspection log for
a period of five years from the date of inspection, and this log shall be made available to the Division
upon request [ 15A NCAC 02T A 108(b)]
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the land application sites or facilities permitted herein
at any reasonable time for the purpose of determining compliance with this permit; may inspect or copy
any records required to be maintained under the terms and conditions of this permit; and may collect
groundwater, surface water or leachate samples. [G.S. 143-215.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statutes 143-215.6A to
143-215.6C. [G.S. 143-215.6A to 143-215.6C]
2. This permit shall become voidable if the residuals land application events are not carried out in
accordance with the conditions of tliis permit [15A NCAC 02T .0110]
WQ0012346 Version 3.0 Shell Version 150101 Page 9 of 10

3. This permit is effective only with respect to the nature and volume of residuals described in the permit
application and other supporting documentation. [G.S. 143-215.11
The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules in
15A NCAC 02B .0200; erosion and sedimentation control requirements in I SA NCAC Chapter 4 and
under the Division's General Permit NCG010000; any requirements pertaining to wetlands under 15A
NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of Chapter
143 of the General Statutes. [15A NCAC 02T .0105(c)(6)]
In the event the residuals program changes ownership or the Permittee changes his name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate documentation from the parties involved and other
supporting documentation as necessary. The Permittee of record shall remain firlly responsible for
maintaining and operating the residuals program permitted herein until a permit is issued to the new
owner. [15A NCAC 02T .0104]
6. This permit is subject to revocation or unilateral modification upon 60 days' notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T .0110. [15A NCAC 02T ,0110]
7. Unless the Division Director grants a variance, expansion of the permitted residuals program contained
herein shall not be granted if the Pennittee exemplifies any of the criteria in 15A NCAC 02T .0120(b).
[I5A NCAC 02T .0120]
8. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to pay
the annual fee accordingly shall be cause for the Division to revoke this permit, [15A NCAC 02T
.0105(c)(3)]
Permit issued this the 9t' day of October 2015
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
S. Jay Zimmerman, P.G., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0012346
WQ0012346 Version 3.0 Shell Version 150101 Page 10 of 10

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Operations and Maintenance Plan: Residuals Application Program
MCB CAMLEJ - 2018
June 2018
Final
APPENDIX B
TABULAR SUMMARY OF EXISTING AND NEW RESIDUAL
SPRAY FIELDS
N62470-13-D-8025 • WE10. 6480177015 MultiMAC JV

Operations and Maintenance Plan: Residuals Application Program
MCB CAMLEJ - 2018
June 2018
Final
APPENDIX C
MANUFACTURER'S LITERATURE FOR APPLICATION AREA
MARKER POSTS
N62470-13-D-8025 • WE10. 6480177015 MultiMAC JV

Operations and Maintenance Plan: Residuals Application Program
MCB CAMLEJ - 2018
June 2018
Final
APPENDIX D
TRUCK OPERATORS GUIDE
N62470-13-D-8025 • WE10. 6480177015 MultiMAC JV

Operations and Maintenance Plan: Residuals Application Program
MCB CAMLEJ - 2018
June 2018
Final
APPENDIX E
DOT VEHICLE INSPECTION REQUIREMENTS (49 CFR 396.17)
N62470-13-D-8025 • WE10. 6480177015 MultiMAC JV

Operations and Maintenance Plan: Residuals Application Program
MCB CAMLEJ - 2018
June 2018
Final
APPENDIX F
EPA'S CONTROL OF PATHOGENS AND VECTOR
ATTRACTION IN SEWAGE SLUDGE, CHAPTER 8 & EPA'S
CONTROL OF PATHOGENS AND VECTOR ATTRACTION IN
SEWAGE SLUDGE, APPENDIX C AND APPENDIX D;
SPECIFIC OXYGEN UPTAKE RATE TESTING COMPLIANCE
N62470-13-D-8025 • WE10. 6480177015 MultiMAC JV

Operations and Maintenance Plan: Residuals Application Program
MCB CAMLEJ - 2018
June 2018
Final
APPENDIX G
BLANK DEQ ANNUAL REPORTING FORMS
N62470-13-D-8025 • WE10. 6480177015 MultiMAC JV

Operations and Maintenance Plan: Residuals Application Program
MCB CAMLEJ - 2018
June 2018
Final
APPENDIX H
SPILL RESPONSE REPORTING DECISION TREE
(WASTEWATER)
N62470-13-D-8025 • WE10. 6480177015 MultiMAC JV

MCB CAMLEJ ADVANCED WASTEWATER TREATMENT PLANT (AWWTP)
STANDARD OPERATING PROCEDURE FOR WASTEWATER (WW) SPILLS
UTILTIES NOTIFICATION
1. Anyone INITIALLY reporting a wastewater spill condition, call 451-7190, ext. 225. The WWTP Operator
receiving the call will log the following:
a. Time call received
b. Location of spill
c. Name and contact no. of person reporting the spill
d. Any other pertinent information
2. Following initial notification, the WWTP Operator IMMEDIATELY notifies Curtis Sallis, Wastewater
Collections System (WWCS) Supervisor, at 910-376-5080. If he cannot be reached, use the call-back roster
below.
3. If the spill occurs after normal working hours, the same procedure is followed with the use of this
Call -Back Roster to contact the most available person:
a. Curtis Sallis —Wastewater Collections Supervisor
Office:
910-451-719OX224
Cell:
910-376-5080
b. Sonny Scozzari — WWCS Foreman
Office:
910-451-719OX232
Cell:
910-376-5093
c. Joe Stephens — Water/Wastewater Distribution
Office:
910-450-9973
Cell:
910-376-9051
d. Greg Wright — WWTP Operations Supervisor
Office:
910-451-719OX231
Cell:
910-376-9095
e. Brain Johnston — Water/Wastewater Utility System Operations
Supervisor
Office:
910-451-719OX222
Cell:
252-288-9369
SPILL INVESTIGATION
OVERALL ACTIONS
Once the investigator, Curtis Sallis or designee, arrives at the site after the initial reporting, a determination will be
made if the spill is contained. If the spill is not contained, the investigator will immediately procure personnel and
equipment necessary to contain the spill. Spill containment will include actions necessary to prevent wastewater
from entering surface waters, including rivers, streams and conveyance ditches. Spill containment may include
earthen dams, by-pass pumping, valving, securing lift stations or other actions necessary to secure the wastewater
overflow and contain the spill. Once the spill is contained, the on -site investigator will initiate actions necessary to
make repairs and clean up the spilled wastewater for disposal. All measures should be taken to decontaminate and
neutralize the area, including the removal of solids and the addition of lime or granular chlorine (HTH) as
necessary.
Wastewater spills are classified in two categories: NON -REPORTABLE AND REPORTABLE.
v. 2019 Page 7 of 7

NON -REPORTABLE SPILL
Any spill that is less than 1,000 gallons, confined to the immediate area, and no wastewater has entered or is
suspected of entering any surface water, conveyance, ditch or stream.
REPORTABLE SPILL
Any sewage spill, regardless of volume, that reaches any surface water by any means and/or conveyance including
ditch, stream, path etc. OR any spill greater than 1,000 gallons on the ground must be reported, by means of the
WASTEWATER SPILL NOTIFICATION REQUIREMENTS, Duty or After Duty/Weekends decision trees, as soon as
practical but NO LATER THAN 24 hours after discovery.
Reportable Spill occurring DURING working hours
The on -site investigator will notify Travis Voorhees, EQB Water Quality Program Manager, or designee for
assistance. EQB WQ personnel are located in Bldg 12. EQB WQ will provide the initial verbal notification to NCDEQ
Wilmington Regional Office (WRO) as soon as possible but NO LATER THAN 24 hours after discovery. Only what is
known is reported verbally. NOTE: Do NOT delay notification. If a press release is required, it must be done within
the same 24 hours from discovery. The initial notification is only to relay the discovery of the spill; time of
discovery, location, estimate of volume, etc. not the full details. EQB WQ will notify the EQB Branch Head and the
EMD Director and provide verbal notification to NCDEQ and to COMMSTRAT, if necessary. A detailed written
report is completed by PWD Utilities, reviewed by EQB WQ, and approved by both the EQB Branch Head and EMD
Director, before submitting electronically to NCDEQ.
Reportable Spill occurring AFTER normal working hours
The on -site investigator (WWCS Supervisor or designee) decides if a call to 911 (Fire & Emergency Services
Department) is needed for additional assistance (i.e. road blocks or crowd control) then a call is made as soon as
possible. Every effort will be made to notify the PWD/Utilities Chain of Command and EQB WQ designee prior to
any notification to the NCDEQ.
The WWCS Supervisor or designee notifies the EQB After Hours contact, whomever is available, and they will notify
the NCDENR After Hours Emergency Number (1-800-858-0368) as soon as possible but no later than 24 hours after
discovery. NOTE: Do NOT delay notification. If a press release is required, it must be done within the same 24
hours from discovery. This initial notification should only relay the known facts at the time: time of discovery,
location, estimate of volume, etc. not the full details. The best information available is conveyed to COMMSTRAT
for a press release, if necessary. A detailed written report is completed by PWD Utilities the next working day,
reviewed by EQB WQ, and approved by both the EQB Branch Head and EMD Director, before submitting
electronically to NCDEQ.
ENVIRONMENTAL MANAGEMENT DIVISION (Assistance with investigation/reporting)
First Notify:
Travis Voorhees EQB Water Quality Program Manager ([e-mail])
Duty hours
451-9518
Weekend/after hours 919-358-0995
Daniel Straub EQB Water Quality ([e-mail])
Duty hours
451-9122
Weekend/after hours 910-554-7978
v. 2019 Page 7 of 7

Lauren Acosta ELS Supervisor ([e-mail])
Duty hours 451-5977
Weekend/after hours 910-340-2875
Charity Delaney EQB Head ([e-mail])
Duty hours 451-9385
After hours/weekends 910-320-7656
The following shops have responsibility for providing material and personnel resources:
PUBLIC WORKS OPERATIONS WORK TICKETS 910-451-3001
Spill containment, dirt, dump trucks, grade Alls, excavators, etc. 3002/3003
WATER AND WASTEWATER DISTRIBUTION 910-450-9973
Backhoes, high pressure sewer cleaner, grease truck, repair material & personnel
containment backup, vacuuming spilled wastewater & disposal
FIRE DEPARTMENT 910-451-3004/
ISS portable lighting units 3005
WASTEWATER TREATMENT 910-451-7190
By-pass pumping equipment & personnel resources, HTH, spill kits X225
(Maintenance Night Duty — 2400-0800/Sat-Sun
A completed record of ALL spills, reportable and non -reportable, is done utilizing the NCDEQ Collection System
Sanitary Sewer Overflow Reporting Form (2015), CS-SSO or the WWTP Upset, Spill or Bypass 5-day Reporting Form
(August 2014). The form is initiated by the WWCS Supervisor and/or the WWTP Supervisor at the WWTP, Bldg FC-
436. Further detailed wastewater volume estimates will include applicable calculations. EQB Water Quality
Section, EQB Head and the EMD Director will review the completed form before submission to NCDEQ WRO.
Copies will be maintained by the WWCS Supervisor, ELS Supervisor (if sampling is required) and by means of the
Official Document Inventory (ODI), EMD EQB. Records of all spills will be maintained for a period of three years
minimum (permit requirement) and will be available for review by NCDEQ staff upon their request.
v. 2019 Page 7 of 7

Important Phone Numbers
NCDEQ Wilmington
910-796-7215 (Main Office)
NCDEQ Wastewater (Dean Hunkele)
910-796-7380
NCDEQ Drinking Water (Mark Brown)
910-796-7366
910-350-2868 (Fax)
NCDEQ (after hours cell phone)
910-515-9065 (DEQ Staff)
Environmental Emergency (NCDEQ Central No.)
800-858-0368
Base Utilities Dir. For Water/WW
910-650-7531 (Cell)
PWD On -Call Officer (after hours)
910-478-7306
Command Duty Officer (CDO) (24 hours)
451-2414 (Primary)
451-3031/3032 (Alternate No.$)
NCDEQ Shellfish Sanitation (24 hours)
800-682-2632 / 252-726-7021
Onslow County Health Dept.
910-347-2154
AC/S G-F
451-3034
Director, EMD
451-5003
PAO (Public Affairs) - Director
451-5655X5
910-526-2303 (cell)
703-200-4760 (alternate cell)
Naval Medical Center 545-6883
(24 hours Public Health Unit (PHU) Duty Prevention Officer (DPO))
v. 2019 Page 7 of 7

WASTEWATER (WW) SPILL NOTIFICATION REQUIREMENTS
- DUTY HOURS -
Wastewater Spill Occurs
Is SPILL amount over 1000 gallons to the ground OR has any amount
reached surface waters.
EQB WQ451-9518/9122. Utilities
completes "in-house" written
report and sends via e-mail to EQB
EQB WQ notifies EMD
Director and archives spill
report in ODI.
NO YES
Has 1000 gallons or more
discharged into surface
waters?
NO YES
Utilities notifies EQB Water Quality
451-9518/9122. EQB WQ notifies
EMD Director and AC/S G-F 451-
3034 as needed. Utilities provides
written report to EQB WQ via e-
mail.
EQB WQ calls NCDEQ
Wilmington Regional Office
(WRO) 910-796-7215 no
later than 24 hours after
discovery12
EQB WQ will email report as l I EMD may call COMMSTRAT
attachment to NCDEQ 451-5655X3
WRO.'
' Every effort will be made to notify the Chain of
Command prior to NCDEQ notification. Per regulation,
NCDEQ should be notified by telephone as soon as
possible but no more than 24 hours after first discovery.
Initial notification is only to relay the discoveryofthe spill
not full details.
z DO NOT delay notification. If a press release is required,
it must be done within the same 24 hours from discovery.
3 Utilities prepares applicable NCDEQ report form and
routes through EQB WQ for review and electronic
submittal to NCDEQ with a follow up call, when necessary,
by EQB/EMD. All REPORTABLE Spill reports must be
entered into the Marine Corps Environmental
Management Portal (EMPortal) for HQMC Spill Tracker at
URL: https:Hem.usmc.mil/EDR/pages/Spill.aspx by EQB
WQ Section.
4 Publish public notice in Onslow County newspaper and in
each county downstream significantly affected by
discharge (decided by NCDEQ).
Ailities notifies ELS and EQB W(
so appropriate sampling can be
done.
NO
Utilities notifies EQB Water
luality451-9518/9122. EQE
WQ notifies EMD Director
and AC/S G-F 451-3034 as
needed.
EQB WQ calls NCDEQ
Wilmington Regional Office
(WRO) 910-796-7215 as
;oon as possible but no late
than 24 hours after
discovery)
EQB WQ provides required info to
COMMSTRATto issue press release within
24 hours
Notify Onslow County
Health Dept. 910-347-2154
Notify NCDEQ Shellfish Sanitation 252-72(
2021 or 800-682-2632. Email Division of
Marine Fisheries @
[e-mail]
Courtesy call to Naval
Medical Center Public
Health Unit Duty Prevention
Officer545-6883.
EQB WATER QUALITY
Travis Voorhees
Phone: [phone]
Email: [e-mail]
Dan Straub
Phone: [phone]
Email: [e-mail]
EMD Admin
Phone: [phone]
Is discharge to surface
waters greater than 15,000
gallons?
YES
Is discharge to surface
waters greater than
1,000,000 gallons?
Utilities notifies EQB Water
D,uality 451-9518/9122. EQE
WQ notifies EMD Director
and AC/S G-F 451-3034 as
needed.
EQB WQ will email report as
attachment to NCDEQ
WRO.'
All requirements for a
15,000 gallon spill PLUS
NCDEQ will inform us if
more notifications are
required °
EQB WQ calls NCDEQ
Wilmington Regional Office
(WRO) 910-796-7215 as
;oon as possible but no late
than 24 hours after
discovery'
B WQ will email report as
attachment to NCDEQ Provide required info to
WRO.' COMMSTRATto issue press
release within 24 hoursz
Issue Public Notification in
newspaper within 10 days.
Mail copy to NCDEQ within
30 days.°
Notify Onslow County
Health Dept.910-347-2154
Courtesy call to Naval
Notify NCDEQ Shellfish Sanitation 252-726-
Medical Center Public
2021 or 800-682-2632. Email Division of
Health Unit Duty Prevention
Marine Fisheries @
Officer 545-6883.
[e-mail]
v. 2019 FOUO Page 2 of 7

WASTEWATER (WW) SPILL NOTIFICATION REQUIREMENTS
- AFTER DUTY HOURS -
Wastewater Spill Occurs
Designated WWTP representative investigates and makes determination
if the Spill is reportable based on the information below.
Is SPILL amount over 1000 gallons to the ground OR has any amount
reached surface waters.
NO YES
Has 1000 gallons or more
VTP Rep. calls WW Collection System (CS) Supervisor or discharged into surface
designee who calls EQB ELS Supervisor or EMD/EQB. waters?
WWCS Supervisor may notify Utilities/PWD chain of
command.
NO I YES
An "in-house" written report
is completed by Utilities and WWTP Operator calls WWCS Supervisor or designee who
submitted to EQB WQ. EQB calls EQB WQ or ELS Supervisor. WWCS Supervisor notifie.
may notify EMD Director as Utilities/PW chain of command.
a courtesy during the next
working day.
VCS Supervisor or EQB WQ calls NCDEQ Emergency 1
800-858-0368 and CDO 451-2414 (Primary), 451-
3031/3032 (Alternate) within 24 hours of discovery'
EQB WQ calls NCDEQ Wilmington Regional Office (WRO)
910-796-7215 to leave voicemail message (backup
neasure) and to COMMSTRAT 910-526-3023 as a courtes
in case there are media inquiries.
` Every effort will be made to notify the Chain of
Command prior to NCDEQ notification. Per regulation,
NCDEQ should be notified by telephone as soon as
possible but no more than 24 hours after first discovery.
nitial notification is only to relay the discovery ofthe spill
not full details.
DO NOT delay notification. If a press release is required,
t must be done within the same 24 hours from discovery.
Utilities prepares applicable NCDEQ report form and
routes through EQB WQ for review and electronic
submittal to NCDEQ with a follow up call, when necessary,
by EQB/EMD. All REPORTABLE Spill reports must be
entered into the Marine Corps Environmental
Management Portal (EMPortal) for HQMC Spill Tracker at
URL: https:Hem.usmc.mil/EDR/pages/Spill.aspx by EQB
WQ Section.
3 Publish public notice in Onslow County newspaper and in
each county downstream significantly affected by
discharge (decided by NCDEQ).
v. 2019
I EQB will a -mail report as an I
attachment to NCDEQ WO
the
next work day.'
If> 15,000 gallons, issue public
notification in newspaper within 10
days. Mail copy to NCDEQ within 3C
days.°
attachment to NCDEQ
W RO.'
EQB WATER QUALITY
Travis Voorhees
Phone: [phone]
Email: [e-mail]
Dan Straub
Phone: [phone]
Email: [e-mail]
EMD Admin
Phone: [phone]
WWTP Operator calls WWCS Supervisor or designee who
:alls EQB WQ or ELS Supervisor. WWCS Supervisor notifies
Utilities/PW chain of command.
WWCS Supervisor or EQB WQ calls NCDEQ Emergency No.
800-858-0368 and CDO 451-2414 (Primary), 451-
3031/3032 (Alternate) as soon as possible after
discovery.' z
I EQB WQ calls NCDEQ Wilmington Regional Office (WRO) I
910-796-7215 to leave voicemail message (backup
measure)
I EQB WQ calls COMMSTRATto provide required info for I
press release within 24 hours.Z
Courtesy call to Naval Notify Onslow County
Medical Center Public Health Dept. 910-347-2154
alth Unit Duty Prevention
Officer 545-6883
Notify NCDEQ Shellfish Sanitation
252-726-2021 or 800-682-2632.
Email Division of Marine Fisheries
[e-mail]
Note: WWTP representative is
generally WG-10 during Off -Duty
hours.
FOUO Page 3 of 7
If> 1,000,000 gallons, All
requirements for a 15,000 gallon
spill PLUS NCDEQ will inform us if
more notifications are required.°
tots wQ wm emau report as
attachment to NCDEQ
W RO.3