NC0063029_Amended Renewal_20190712

UNITED STATES MARINE CORPS
MARINE CORPS INSTALLATIONS EAST -MARINE CORPS BASE
PSC BOX 20005
CAMP LEJEUNE NC 28542-0005
5090.10.1
G-F/EMD
RECEIVED/NCDEA/DwRIUL U 9 2019
Qais Banihani, Environmental Engineer JUL 12 1019
NPDES Complex Permitting Unit
Division of Water Resources
512 North Salisbury Street Waittingter Section
1617 Mail Service Center permitting S@Ct1011
Raleigh, North Carolina 27699-1617
Dear Mr. Banihani:
Marine Corps Base Camp Lejeune (MCB CAMLEJ) is submitting an amended
National Pollutant Discharge Elimination System (NPDES) permit renewal
application (NC0063029) for our Advanced Wastewater Treatment Plant (WWTP),
per your request during our meeting on 30 April 2019. Your specific requests
from the meeting have been addressed in enclosures (1) through (5).
To avoid having to modify the permit to restart RCRA Sites AS-4141 Pump
and Treat and the Rapid Refueler Aggressive Fluid Vapor Recovery remedial
systems, MCB CAMLEJ requests that the systems remain identified in the permit
application for future potential use. MCB CAMLEJ requests that a condition
be added to the permit which requires MCB CAMLEJ to notify NCDEQ at least 60
days prior to either of these remedial systems beginning to discharge to the
wastewater treatment system. Upon notification to NCDEQ, MCB CAMLEJ will
provide analytical results which confirm the combined PFOS/PFOA detections
are below 70 parts per trillion (or any other regulatorally established
level).
In addition, MCB CAMLEJ submitted a letter to the Division of Water
Resources (DWR) on 15 September 2015 requesting a reduction in frequency of
NPDES monitoring in accordance with guidance issued by the State dated 22
October 2012. The DWR was unable to review our request at that time due to
limited resources. MCB CAMLEJ is resubmitting the original letter with
attachments, as well as an updated 3-year data summary as enclosure (5), and
respectfully requests a reduction in NPDES monitoring for the following
parameters to twice per week: BODs, TSS, NH3-N, and Enterococci.
If you have any questions, please contact Mr. Travis Voorhees,
Environmental Quality Branch, Environmental Management Division, G-F, at
[phone].
Sincerely
/ ? i/l�
JOHN R. TOWNSON
Director, Environmental Management
By direction of
the Commanding General
Enclosures: 1. Amended EPA Form 2A
2. WWTP Flows Map
3. WWTP Flows Breakdown
4. New River Sampling Locations
S. MCB CAMLEJ NPDES Monitoring Frequency Reduction Request dtd
15 September 2015

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment Renewal White Oak
Plant, Permit No. NCO063029
FORM
2A NPDES FORM 2A APPLICATION OVERVIEW
NPDES
APPLICATION OVERVIEW
Form 2A has been developed in a modular format and consists of a "Basic Application Information" packet
and a "Supplemental Application Information" packet. The Basic Application Information packet is divided
into two parts. All applicants must complete Parts A and C. Applicants with a design flow greater than or
equal to 0.1 mgd must also complete Part B. Some applicants must also complete the Supplemental
Application Information packet. The following items explain which parts of Form 2A you must complete.
BASIC APPLICATION INFORMATION:
A. Basic Application Information for all Applicants. All applicants must complete questions A.1 through A.8. A treatment works
that discharges effluent to surface waters of the United States must also answer questions A.9 through A.12.
B. Additional Application Information for Applicants with a Design Flow z 0.1 mgd. All treatment works that have design flows
greater than or equal to 0.1 million gallons per day must complete questions B.1 through B.6.
C. Certification. All applicants must complete Part C (Certification).
SUPPLEMENTAL APPLICATION INFORMATION:
D. Expanded Effluent Testing Data. A treatment works that discharges effluent to surface waters of the United States and meets
one or more of the following criteria must complete Part D (Expanded Effluent Testing Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to provide the information.
E. Toxicity Testing Data. A treatment works that meets one or more of the following criteria must complete Part E (Toxicity Testing
Data):
1. Has a design flow rate greater than or equal to 1 mgd,
2. Is required to have a pretreatment program (or has one in place), or
3. Is otherwise required by the permitting authority to submit results of toxicity testing.
F. Industrial User Discharges and RCRA/CERCLA Wastes. A treatment works that accepts process wastewater from any
significant industrial users (SIUs) or receives RCRA or CERCLA wastes must complete Part F (Industrial User Discharges
and RCRA/CERCIA Wastes). SIUs are defined as:
All industrial users subject to Categorical Pretreatment Standards under 40 Code of Federal Regulations (CFR) 403.6 and
40 CFR Chapter I, Subchapter N (see instructions); and
2. Any other industrial user that:
a. Discharges an average of 25,000 gallons per day or more of process wastewater to the treatment works (with certain
exclusions); or
b. Contributes a process wastestream that makes up 5 percent or more of the average dry weather hydraulic or organic
capacity of the treatment plant; or
C. Is designated as an SIU by the control authority.
G. Combined Sewer Systems. A treatment works that has a combined sewer system must complete Part G (Combined Sewer
Systems).
ALL APPLICANTS MUST COMPLETE PART C (CERTIFICATION)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 1 of 22
[ndetere -f I I

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment
Renewal
White Oak
Plant, Permit No. NCO063029
BASIC APPLICATION INFORMATION
PART A. BASIC APPLICATION INFORMATION FOR ALL APPLICANTS:
All treatment works must complete questions A.1 through A.8 of this Basic Application Information Packet.
A.I. Facility Information.
Facility Name Camp Leieune Advanced Wastewater Treatment Plant
Mailing Address 12 Post Lane Rm 244
Camp Leieune, NC 28547
Contact Person Travis Voorhees
Title Water Quality Section, Environmental Quality Branch
Telephone Number [phone]
Facility Address Building FC440. Gonzalez Boulevard
(not P.O. Box) Marine Corps Base. Camp Leieune
A.2. Applicant Information. If the applicant is different from the above, provide the following:
Applicant Name Commanding General
Mailing Address 12 Post Lane Rm 244
Camp Leieune, NC 28547
Contact Person John Townson
Title Director, Environmental Management Division, G-F
Telephone Number [phone]
Is the applicant the owner or operator (or both) of the treatment works?
® owner ® operator
Indicate whether correspondence regarding this permit should be directed to the facility or the applicant.
❑ facility ® applicant
A.3. Existing Environmental Permits. Provide the permit number of any existing environmental permits that have been issued to the treatment works
(include state -issued permits).
NPDES NCO063029 PSD
UIC Other W00012346 — Distribution of Residual Solids
RCRA Other WQCS00015 — WW Collection System
A.4. Collection System Information. Provide information on municipalities and areas served by the facility. Provide the name and population of each
entity and, if known, provide information on the type of collection system (combined vs. separate) and its ownership (municipal, private, etc.).
Name Population Served Type of Collection System Ownership
Marine Corps Base Camp Leieune 136,500 Separate Sanitary Sewer US Government
Marine Corps Air Station New River 11,500 Separate Sanitary Sewer US Government
Total population served 148,000
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 2 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment Renewal White Oak
Plant, Permit No. NCO063029
A.5. Indian Country.
a. Is the treatment works located in Indian Country?
❑ Yes ® No
b. Does the treatment works discharge to a receiving water that is either in Indian Country or that is upstream from (and eventually flows
through) Indian Country?
❑ Yes ® No
A.6. Flow. Indicate the design flow rate of the treatment plant (i.e., the wastewater flow rate that the plant was built to handle). Also provide the
average daily flow rate and maximum daily flow rate for each of the last three years. Each year's data must be based on a 12-month time period
with the 121h month of "this year" occurring no more than three months prior to this application submittal.
a. Design flow rate 15 mgd
Two Years Ago Last Year
b. Annual average daily flow rate 4.35 4.73 4.74
This Year
C. Maximum daily flow rate 7.80 11.10 10.20
A.7. Collection System. Indicate the type(s) of collection system(s) used by the treatment plant. Check all that apply. Also estimate the percent
contribution (by miles) of each.
® Separate sanitary sewer 100 %
❑ Combined storm and sanitary sewer %
A.8. Discharges and Other Disposal Methods.
a. Does the treatment works discharge effluent to waters of the U.S.? ® Yes ❑ No
If yes, list how many of each of the following types of discharge points the treatment works uses:
i. Discharges of treated effluent
ii. Discharges of untreated or partially treated effluent
iii. Combined sewer overflow points
iv. Constructed emergency overflows (prior to the headworks)
V. Other
b. Does the treatment works discharge effluent to basins, ponds, or other surface impoundments
that do not have outlets for discharge to waters of the U.S.? ❑ Yes
If yes, provide the following for each surface impoundment:
Location:
Annual average daily volume discharge to surface impoundment(s)
Is discharge ❑ continuous or ❑ intermittent?
C. Does the treatment works land -apply treated wastewater?
If yes, provide the following for each land application site:
Location: Camp Leieune
Number of acres: —1400 acres
1
® No
® Yes
Annual average daily volume applied to site: 0.012 mgd
Is land application ❑ continuous or ® intermittent?
d. Does the treatment works discharge or transport treated or untreated wastewater to another
treatment works? ❑ Yes
mgd
❑ No
® No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA fors 7550-6 & 7550-22.
Page 3 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment Renewal White Oak
Plant, Permit No. NCO063029
If yes, describe the mean(s) by which the wastewater from the treatment works is discharged or transported to the other treatment works
(e.g., tank truck, pipe).
e
If transport is by a party other than the applicant, provide:
Transporter Name
Mailing Address
Contact Person
Title
Telephone Number ( )
For each treatment works that receives this discharge, provide the following:
Name
Mailing Address
Contact Person
Title
Telephone Number ( )
If known, provide the NPDES permit number of the treatment works that receives this discharge
Provide the average daily flow rate from the treatment works into the receiving facility. _
Does the treatment works discharge or dispose of its wastewater in a manner not included
in A.8. through A.8.d above (e.g., underground percolation, well injection):
If yes, provide the following for each disposal method:
Description of method (including location and size of site(s) if applicable):
Annual daily volume disposed by this method:
Is disposal through this method ❑ continuous
or ❑ intermittent?
mgd
❑ Yes ® No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 4 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment Renewal White Oak
Plant, Permit No. NCO063029
WASTEWATER DISCHARGES:
If you answered "Yes" to question A.8.a, complete questions A.9 through A.12 once for each outfall (including bypass points) through
which effluent is discharged. Do not include information on combined sewer overflows in this section. If you answered "No" to question
A.8.a, go to Part B, "Additional Application Information for Applicants with a Design Flow Greater than or Equal to 0.1 mgd."
A.9. Description of Outfall.
a.
Outfall number 001
b.
Location Camp Leieune
28542-0004
(City or town, if applicable)
(Zip Code)
Onslow,
NC
(County)
(State)
34 deg 38 min 00 sec
77 deq 20 min 30 sec
(Latitude)
(Longitude)
C.
Distance from shore (if applicable)
1825 ft.
d.
Depth below surface (if applicable)
6 ft.
e.
Average daily flow rate
4.6 ave (15.0 design) mgd
f.
Does this outfall have either an intermittent or a periodic discharge?
❑ Yes ® No (go to A.9.g.)
If yes, provide the following information:
Number of times per year discharge occurs:
Average duration of each discharge:
Average flow per discharge:
mgd
Months in which discharge occurs:
g.
Is outfall equipped with a diffuser?
® Yes ❑ No
A.10. Description of Receiving Waters.
a. Name of receiving water New River
b. Name of watershed (if known) New River
United States Soil Conservation Service 14-digit watershed code (if known): 03030001010050
C. Name of State Management/River Basin (if known): White Oak
United States Geological Survey 8-digit hydrologic cataloging unit code (if known): 03030001
d. Critical low flow of receiving stream (if applicable)
acute NA cfs chronic
e. Total hardness of receiving stream at critical low flow (if applicable): NA
cfs
mg/I of CaCO3
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 8 7550-22. Page 5 of 22

FACILITY NAME AND PERMIT NUMBER:
Camp Lejeune Advanced Wastewater Treatment
PERMIT ACTION REQUESTED:
RIVER BASIN:
Renewal
White Oak
Plant, Permit No. NCO063029
A.11. Description of Treatment
a. What level of treatment are provided? Check all that apply.
❑ Primary ❑ Secondary
® Advanced ❑ Other. Describe: Advanced Biological Nutrient Removal
b. Indicate the following removal rates (as applicable):
Design BOD5 removal or Design CBOD5 removal Summer - 97%. Winter - 95% %
Design SS removal 81
Design P removal Summer — 88%. Winter — 75% %
Design N removal Summer — 78%. Winter 57% %
Other
C. What type of disinfection is used for the effluent from this outfall? If disinfection varies by season, please describe:
Ultraviolet Radiation (High Intensity)
If disinfection is by chlorination is dechlorination used for this outfall? ❑ Yes ❑ No
Does the treatment plant have post aeration? ® Yes ❑ No
A.12. Effluent Testing Information. All Applicants that discharge to waters of the US must provide effluent testing data for the following
parameters. Provide the indicated effluent testing required by the permitting authority for each outfall through which effluent is
discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data
collected through analysis conducted using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of
40 CFR Part 136 and other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a
minimum, effluent testing data must be based on at least three samples and must be no more than four and one-half years apart.
Outfall number: 001
MAXIMUM DAILY VALUE
AVERAGE DAILY VALUE
PARAMETER
Value
Units
Value
Units
Number of Samples
pH (Minimum)
7.2
S.U.
pH (Maximum)
8.2
S.U.
Flow Rate
11.1
mgd
4.6
m d
1096
Temperature (Winter)
23.5
Celsius
17.6
Celsius
304
Temperature (Summer)
29.0
Celsius
24.7
Celsius
447
For pH please report a minimum and a maximum daily value
MAXIMUM DAILY
AVERAGE DAILY DISCHARGE
POLLUTANT
DISCHARGE
ANALYTICAL
MLIMDL
Conc.
Units
Conc.
Units
Number of
METHOD
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
BIOCHEMICAL OXYGEN
BOD5
5
m /L
0.26
m /L
749
SM 521OB-2001
2.0 m /L
DEMAND (Report one)
CBOD5
NA
NA
NA
NA
NA
NA
NA
FECAL COLIFORM
NA
NA
NA
NA
NA
NA
NA
TOTAL SUSPENDED SOLIDS (TSS)
16
m /L
0.13
1 m /L
750
SM 2540D-1997
2 5 ma1L
END OF PART A.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 6 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment
Renewal
White Oak
Plant, Permit No. NCO063029
BASIC APPLICATION INFORMATION
PART B. ADDITIONAL APPLICATION INFORMATION FOR APPLICANTS WITH A DESIGN FLOW GREATER THAN OR
EQUAL TO 0.1 MGD (100,000 gallons per day).
All applicants with a design flow rate >_ 0.1 mgd must answer questions BA through B.6. All others go to Part C (Certification).
B.1. Inflow and Infiltration. Estimate the average number of gallons per day that flow into the treatment works from inflow and/or infiltration.
300,000 gpd
Briefly explain any steps underway or planned to minimize inflow and infiltration.
See Attachment B.1
B.2. Topographic Map. Attach to this application a topographic map of the area extending at least one mile beyond facility property boundaries. This
map must show the outline of the facility and the following information. (You may submit more than one map if one map does not show the entire
area.) (See Attachment B.2)
a. The area surrounding the treatment plant, including all unit processes.
b. The major pipes or other structures through which wastewater enters the treatment works and the pipes or other structures through which
treated wastewater is discharged from the treatment plant. Include outfalls from bypass piping, if applicable.
c. Each well where wastewater from the treatment plant is injected underground.
d. Wells, springs, other surface water bodies, and drinking water wells that are: 1) within I/. mile of the property boundaries of the treatment
works, and 2) listed in public record or otherwise known to the applicant.
e. Any areas where the sewage sludge produced by the treatment works is stored, treated, or disposed.
f. If the treatment works receives waste that is classified as hazardous under the Resource Conservation and Recovery Act (RCRA) by truck, rail,
or special pipe, show on the map where the hazardous waste enters the treatment works and where it is treated, stored, and/or disposed.
B.3. Process Flow Diagram or Schematic. Provide a diagram showing the processes of the treatment plant, including all bypass piping and all
backup power sources or redundancy in the system. Also provide a water balance showing all treatment units, including disinfection (e.g.,
chlorination and dechlorination). The water balance must show daily average flow rates at influent and discharge points and approximate daily flow
rates between treatment units. Include a brief narrative description of the diagram. (See Attachment B.3)
B.4. Operation/Maintenance Performed by Contractor(s).
Are any operational or maintenance aspects (related to wastewater treatment and effluent quality) of the treatment works the responsibility of a
contractor? ® Yes ❑ No
If yes, list the name, address, telephone number, and status of each contractor and describe the contractor's responsibilities (attach additional
pages if necessary). See Attachment BA
Name:
Mailing Address:
Telephone Number: ( )
Responsibilities of Contractor:
B.5. Scheduled improvements and Schedules of Implementation. Provide information on any uncompleted implementation schedule or
uncompleted plans for improvements that will affect the wastewater treatment, effluent quality, or design capacity of the treatment works. If the
treatment works has several different implementation schedules or is planning several improvements, submit separate responses to question B.5
for each. (If none, go to question B.6. )
a. List the outfall number (assigned in question A.9) for each outfall that is covered by this implementation schedule.
001
b. Indicate whether the planned improvements or implementation schedule are required by local, State, or Federal agencies.
❑ Yes ® No
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 7 of 22

FACILITY NAME AND PERMIT NUMBER:
Camp Lejeune Advanced Wastewater Treatment
PERMIT ACTION REQUESTED:
RIVER BASIN:
Plant, Permit No. NCO063029
Renewal
White Oak
C. If the answer to B.5.b is "Yes," briefly describe, including new maximum daily inflow rate (if applicable).
d. Provide dates imposed by any compliance schedule or any actual dates of completion for the implementation steps listed below, as
applicable. For improvements planned independently of local, State, or Federal agencies, indicate planned or actual completion dates, as
applicable. Indicate dates as accurately as possible.
Schedule Actual Completion
Implementation Stage MM/DD/YYYY MM/DD/YYYY
Begin Construction
End Construction
Begin Discharge
Attain Operational Level
e. Have appropriate permits/clearances concerning other Federal/State requirements been obtained? ❑ Yes ❑ No
Describe briefly: See Attachment B.5
B.6. EFFLUENT TESTING DATA (GREATER THAN 0.1 MGD ONLY).
Applicants that discharge to waters of the US must provide effluent testing data for the following parameters. Provide the indicated
effluent testing required by the permitting authority for each outfall through which effluent is discharged. Do not include information
on combine sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate
QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. At a minimum effluent testing data must be
based on at least three pollutant scans and must be no more than four and one-half years old.
Outfall Number: 001
MAXIMUM DAILY
DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
MLIMDL
Conc.
Units
Conc.
Units
Number of
METHOD
Samples
CONVENTIONAL AND NON CONVENTIONAL COMPOUNDS
AMMONIA (as N)
1706
mg/L
0.094
mg/L
750
SM4500 NH3 D
1.0 mg/L
CHLORINE (TOTAL
RESIDUAL, TRC)
NA
NA
NA
NA
NA
NA
NA
DISSOLVED OXYGEN
11.6
mg/L
8.1
mg/L
751
SM 4500-0 G
0.1 mg/L
TOTAL HL
NITROGEN EN (TK(TKN)
1.1
mg/L
0.28
mg/L
4
EPA351.2
0 5 mg/L
NITRATE PLUS NITRITE
NITROGEN
147
mg/L
135
mg/L
4
EPA 353.2
0.02 mg/L
OIL and GREASE
<5
mg/L
<5
mg/L
70
EPA 1664
5 mg/L
PHOSPHORUS (Total)
0.54
mg/L
0.20
mg/L
158
SM 4500 P F
0.04 mg/L
TOTAL DISSOLVED SOLIDS
(TDS)
441
mg/L
393
mg/L
4
SM 2540 C
2.5 mg/L
OTHER NITROGEN (TOTAL)
17.3
mg/L
8-8
mg/L
156
Total Nitrogen
0.5 mg/L
OTHER ENTEROCOCCI
542
cfu/100 mL
1.36
cfu/100 mL
747
IDEXX Enterolet
1.0 cfu/100 mL
(MPN)
END OF PART B.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
�— OF FORM 2A YOU MUST COMPLETE J
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 8 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment
Renewal
White Oak
Plant. Permit No. NCO063029
BASIC APPLICATION INFORMATION
PART C. CERTIFICATION
All applicants must complete the Certification Section. Refer to instructions to determine who is an officer for the purposes of this
certification. All applicants must complete all applicable sections of Form 2A, as explained in the Application Overview. Indicate below which
parts of Form 2A you have completed and are submitting. By signing this certification statement, applicants confirm that they have reviewed
Form 2A and have completed all sections that apply to the facility for which this application is submitted.
Indicate which parts of Form 2A you have completed and are submitting:
® Basic Application Information packet Supplemental Application Information packet:
® Part D (Expanded Effluent Testing Data)
® Part E (Toxicity Testing: Biomonitoring Data)
® Part F (Industrial User Discharges and RCRAICERCLA Wastes)
❑ Part G (Combined Sewer Systems)
ALL APPLICANTS MUST COMPLETE THE FOLLOWING CERTIFICATION.
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who
manage the system or those persons directly responsible for gathering the information, the information is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment
for knowing violations.
Name and official title John Townson, Director
Signature 11
Telephone number (A 51-5003
5 2-01 1
Date signed
Upon request of the permitting authority, you must sub it any other information necessary to assure wastewater treatment practices at the treatment
works or identify appropriate permitting requirements.
SEND COMPLETED FORMS TO:
NCDENR/ DWQ
Attn: NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 9 of 22

FACILITY NAME AND PERMIT NUMBER:
Camp Lejeune Advanced Wastewater Treatment
Plant, Permit No. NCO063029
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak
SUPPLEMENTAL APPLICATION INFORMATION
PART D. EXPANDED EFFLUENT TESTING DATA
Refer to the directions on the cover page to determine whether this section applies to the treatment works.
Effluent Testing: 1.0 mgd and Pretreatment Works. If the treatment works has a design flow greater than or equal to 1.0 mgd or it has (or is required
to have) a pretreatment program, or is otherwise required by the permitting authority to provide the data, then provide effluent testing data for the following
pollutants. Provide the indicated effluent testing information and any other information required by the permitting authority for each outfall through which
effluent is discharged. Do not include information on combined sewer overflows in this section. All information reported must be based on data collected
through analyses conducted using 40 CFR Part 136 methods. In addition, these data must comply with QA/QC requirements of 40 CFR Part 136 and
other appropriate QA/QC requirements for standard methods for analytes not addressed by 40 CFR Part 136. Indicate in the blank rows provided below
any data you may have on pollutants not specifically listed in this form. At a minimum, effluent testing data must be based on at least three pollutant
scans and must be no more than four and one-half years old.
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
METALS (TOTAL RECOVERABLE), CYANIDE, PHENOLS, AND HARDNESS.
ANTIMONY
<0 01
mg/L
<0.01
mg/L
4
EPA 200.8
0.01 mg/L
ARSENIC
<0 01
mg/L
<0.01
mg/L
4
EPA 2007
0.01 mg/L
BERYLLIUM
<0 01
mg/L
<0.01
mg/L
4
EPA 2007
0.01 mg/L
CADMIUM
<0 01
mg/L
<0.01
mg/L
4
EPA 200.7
0 01 mg/L
CHROMIUM
<0.01
mg/L
<0.01
mg/L
4
EPA 200.7
0.01 mg/L
COPPER
<0.01
mg/L
<0 01
mg/L
4
EPA 200.7
0.01 mg/L
LEAD
<0 01
mg/L
<0.01
mg/L
4
EPA 200.8
0.01 mg/L
MERCURY
087
ng/L
0.37
ng/L
4
EPA 1631e
0.50 mg/L
NICKEL
0.01
mg/L
0.01
mg/L
4
EPA 200.7
0.01 mg/L
SELENIUM
<0.01
mg/L
<0.01
mg/L
4
EPA 200.7
0.01 mg/L
SILVER
<0.01
mg/L
<0.01
mg/L
4
EPA 2007
0 01 mg/L
THALLIUM
<0.01
mg/L
<0.01
mg/L
4
EPA200.8
0.01 mg/L
ZINC
0.03
mg/L
0.03
mg/L
EPA 200.7
0.01 mg/L
CYANIDE
<0.005
mg/L
<0.005
mg/L
4
EPA 335.4
0.005 mg/L
TOTAL PHENOLIC
COMPOUNDS
0.014
mg/L
0.006
mg/L
EPA 420.1
0 004 mg/L
HARDNESS (as CaCO3)
160
mg/L
147
mg/L
4
SM 2340 C
2 mg/L
Use this space (or a separate sheet) to provide information on other metals requested by the permit writer
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 10 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment
Renewal
White Oak
Plant, Permit No. NCO063029
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
Number
Con,.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
VOLATILE ORGANIC COMPOUNDS
ACROLEIN
<5
ug/L
<5
ug/L
4
EPA 624
5 ug/L
ACRYLONITRILE
<5
ug/L
<5
ug/L
4
EPA 624
5 ug/L
BENZENE
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
BROMOFORM
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
CARBON
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0 5 ug/L
TETRACHLORIDE
CHLOROBENZENE
<0 5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
ROMO-
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
METHANE
METHANE
CHLOROETHANE
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
2-CHLOROETHYLVINYL
<0 5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
ETHER
CHLOROFORM
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5ug/L
HLOROBROMO-
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
METHANE
ME
1,1-DICHLOROETHANE
<0 5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
1,2-DICHLOROETHANE
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
TRANS-I,2-DICHLORO-
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
ETHYLENE
1,1-DICHLORO-
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
ETHYLENE
1,2-DICHLOROPROPANE
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5ug/L
1,3-DICHLORO-
<0.5
ug/L
<0 5
ug/L
4
EPA 624
0.5 ug/L
PROPYLENE
ETHYLBENZENE
<0 5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
METHYL BROMIDE
<0 5
ug/L
<0-5
ug/L
4
EPA 624
0.5 ug/L
METHYL CHLORIDE
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
METHYLENE CHLORIDE
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
1,1,2,2-TETRA-
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5ug/L
CHLOROETHANE
TETRACHLORO-
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5ug/L
ETHYLENE
TOLUENE
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 11 of 22

FACILITY NAME AND PERMIT NUMBER:
Camp Lejeune Advanced Wastewater Treatment
Plant, Permit No. NCO063029
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
POLLUTANT
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
ANALYTICAL
METHOD
ML/MDL
Con,.
Units
Mass
Units
Conc.
Units
Mass
Units
Number
of
Samples
1,1,1
TRICHLOROETHANE
<0 5
ug/L
<0.5
ug/L
EPA 624
0.5 ug/L
TRIOHLOROETHANE
RIC
<0 5
ug/L
<0.5
ug/L
EPA 624
0.5 ug/L
TRICHLOROETHYLENE
<0 5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
VINYL CHLORIDE
<0 5
ug/L
<0 5
ug/L
4
EPA 624
0.5 ug/L
Use this space (or a separate sheet) to provide information on other volatile organic compounds requested by the permit writer
T_
ACID -EXTRACTABLE COMPOUNDS
P-CHLORO-M-CRESOL
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
2-CHLOROPHENOL
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
2,4-DICHLOROPHENOL
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
2,4-DIMETHYLPHENOL
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
4,6-DINITRO-0-CRESOL
<25
ug/L
<25
ug/L
4
EPA 625
25 ug/L
2,4-DINITROPHENOL
<25
ug/L
<25
ug/L
4
EPA 625
25ug/L
2-NITROPHENOL
<25
ug/L
<25
ug/L
4
EPA625
25 ug/L
4-NITROPHENOL
<25
ug/L
<25
ug/L
4
EPA 625
25 ug/L
PENTACHLOROPHENOL
<25
ug/L
<25
ug/L
4
EPA 625
25 ug/L
PHENOL
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
TRIOHLOROPHENOL
RIC
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
Use this space (or a separate sheet) to provide information on other acid -extractable compounds requested by the permit writer
BASE -NEUTRAL COMPOUNDS
ACENAPHTHENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
ACENAPHTHYLENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
ANTHRACENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
BENZIDINE
<10
ug/L
<10
ug/L
4
EPA 625
10ug/L
BENZO(A)ANTHRACENE
<5
ug/L
<5
ug/L
4
EPA 625
5ug/L
BENZO(A)PYRENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 12 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment
Renewal
White Oak
Plant, Permit No. NCO063029
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
Number
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
3A BENZO-
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
FLUORANTHENE
BENZO(GHI)PERYLENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
BENZO(K)
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
FLUORANTHENE
BIS (2-CHLOROETHOXY)
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
METHANE
BIS (2-CHLOROETHYL)-
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
ETHER
BIS (2-CHLOR060-
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
PROPYL)ETHER
BIS YLHEXYL)
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
PHTHALATE
4-BROMOPHENYL
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
PHENYLETHER
BUTYL BENZYL
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
PHTHALATE
2-CHLORO-
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
NAPHTHALENE
4-CHLORPHENYL
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
PHENYLETHER
CHRYSENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
DI-N-BUTYL PHTHALATE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
DI-N-OCTYL PHTHALATE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
ANTHR
NTHRAENCENE
1,2-DICHLOROBENZENE
<0.5
ug/L
<0 5
ug/L
4
EPA 624
0.5 ug/L
1,3-DICHLOROBENZENE
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
1,4-DICHLOROBENZENE
<0.5
ug/L
<0.5
ug/L
4
EPA 624
0.5 ug/L
3,3-DICHLORO-
<10
ug/L
<10
ug/L
4
EPA 625
10 ug/L
BENZIDINE
DIETHYL PHTHALATE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
DIMETHYL PHTHALATE
10.7
ug/L
2.7
ug/L
4
EPA 625
5 ug/L
2,4-DINITROTOLUENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
2,6-DINITROTOLUENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
1,2-DIPHENYL-
<5
ug/L
<5
ug/L
4
EPA 625
5ug/L
HYDRAZINE
EPA Farm 3510-2A (Rev. 1-99). Replaces EPA fors 7550-6 & 7550-22. Page 13 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment
Renewal
White Oak
Plant, Permit No. NCO063029
Outfall number: 001 (Complete once for each outfall discharging effluent to waters of the United States.)
MAXIMUM DAILY DISCHARGE
AVERAGE DAILY DISCHARGE
POLLUTANT
ANALYTICAL
ML/MDL
Number
Conc.
Units
Mass
Units
Conc.
Units
Mass
Units
of
METHOD
Samples
FLUORANTHENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
FLUORENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
HEXACHLOROBENZENE
<5
ug/L
<5
ug/L
4
EPA625
5ug/L
HEXA-
DIENE
BUTADIENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
HEROCYCLO-
PENTADIENE
NTADIE
<25
ug/L
<25
ug/L
4
EPA 625
25 ug/L
HEXACHLOROETHANE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
INDENO(1,2,3-CD)
PYRENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
ISOPHORONE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
NAPHTHALENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
NITROBENZENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
N-NITROSODI-N-
PROPYLAMINE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
OSODI-
METH
METHYLAMINE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
N-NITROSODI-
PHENYLAMINE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
PHENANTHRENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
PYRENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
1,2,4
TRICHLOROBENZENE
<5
ug/L
<5
ug/L
4
EPA 625
5 ug/L
Use this space (or a separate sheet) to provide information on other base -neutral compounds requested by the permit writer
Use this space (or a separate sheet) to provide information on other pollutants (e.g., pesticides) requested by the permit writer
END OF PART D.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 14 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment
Renewal
White Oak
Plant, Permit No. NCO063029
SUPPLEMENTAL APPLICATION INFORMATION
PART E. TOXICITY TESTING DATA
POTWs meeting one or more of the following criteria must provide the results of whole effluent toxicity tests for acute or chronic toxicity for each of the
facility's discharge points: 1) POTWs with a design flow rate greater than or equal to 1.0 mgd, 2) POTWs with a pretreatment program (or those that are
required to have one under 40 CFR Part 403); or 3) POTWs required by the permitting authority to submit data for these parameters.
• At a minimum, these results must include quarterly testing for a 12-month period within the past 1 year using multiple species (minimum of two
species), or the results from four tests performed at least annually in the four and one-half years prior to the application, provided the results
show no appreciable toxicity, and testing for acute and/or chronic toxicity, depending on the range of receiving water dilution. Do not include
information on combined sewer overflows in this section. All information reported must be based on data collected through analysis conducted
using 40 CFR Part 136 methods. In addition, this data must comply with QA/QC requirements of 40 CFR Part 136 and other appropriate QA/QC
requirements for standard methods for analytes not addressed by 40 CFR Part 136.
• In addition, submit the results of any other whole effluent toxicity tests from the past four and one-half years. If a whole effluent toxicity test
conducted during the past four and one-half years revealed toxicity, provide any information on the cause of the toxicity or any results of a
toxicity reduction evaluation, if one was conducted.
• If you have already submitted any of the information requested in Part E, you need not submit it again. Rather, provide the information
requested in question EA for previously submitted information. If EPA methods were not used, report the reasons for using alternate methods.
If test summaries are available that contain all of the information requested below, they may be submitted in place of Part E.
If no biomonitoring data is required, do not complete Part E. Refer to the Application Overview for directions on which other sections of the form to
complete.
E.1. Required Tests.
Indicate the number of whole effluent toxicity tests conducted in the past four and one-half years.
® chronic (20) ❑ acute
E.2. Individual Test Data. Complete the following chart for each whole effluent toxicity test conducted in the last four and one-half years. Allow one
column per test (where each species constitutes a test). Copy this page if more than three tests are being reported.
Test number: Test number: Test number:
a. Test information.
Test Species & test method number
Age at initiation of test
Outfall number
Dates sample collected
Date test started
Duration
b. Give toxicity test methods followed.
Manual title
Edition number and year of publication
Page number(s)
c. Give the sample collection method(s) used. For multiple grab samples, indicate the number of grab samples used.
24-Hour composite
Grab
d. Indicate where the sample was taken in relation to disinfection. (Check all that apply for each.
Before disinfection
After disinfection
After dechlorination
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 15 of 22

FACILITY NAME AND PERMIT NUMBER:
Camp Lejeune Advanced Wastewater Treatment
Plant, Permit No. NCO063029
PERMIT ACTION REQUESTED:
Renewal
RIVER BASIN:
White Oak
Test number: Test number: Test number:
e. Describe the point in the treatment process at which the sample was collected.
Sample was collected:
f. For each test, include whether the test was intended to assess chronic toxicity, acute toxicity, or both
Chronic toxicity
Acute toxicity
g. Provide the type of test performed.
Static
Static -renewal
Flow -through
h. Source of dilution water. If laboratory water, specify type; if receiving water, specify source.
Laboratory water
Receiving water
i. Type of dilution water. If salt water, specify "natural" or type of artificial sea salts or brine used.
Fresh water
Salt water
j. Give the percentage effluent used for all concentrations in the test series.
k. Parameters measured during the test. (State whether parameter meets test method specifications)
pH
Salinity
Temperature
Ammonia
Dissolved oxygen
I. Test Results.
Acute:
Percent survival in 100%
effluent
%
%
°
/O
LC5o
95% C.I.
%
%
%
Control percent survival
%
%
%
Other (describe)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 16 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment
Renewal
White Oak
Plant, Permit No. NCO063029
Chronic:
NOEC
%
%
%
IC25
%
%
%
Control percent survival
%
%
%
Other (describe)
m. Quality Control/Quality Assurance.
Is reference toxicant data available?
Was reference toxicant test within
acceptable bounds?
What date was reference toxicant test
run (MM/DD/YYYY)?
Other (describe)
E.3. Toxicity Reduction Evaluation. Is the treatment works involved in a Toxicity Reduction Evaluation?
❑ Yes ® No If yes, describe:
EA. Summary of Submitted Biomonitoring Test Information. If you have submitted biomonitoring test information, or information regarding the
cause of toxicity, within the past four and one-half years, provide the dates the information was submitted to the permitting authority and a summary
of the results.
Date submitted: Quarterly
Summary of results: (see instructions)
Results of quarterly chronic tests with Mysidopsis bahia at 5% effluent were previously submitted to NCDEQ. See
Attachment EA for summary of chronic toxicity testing results.
END OF PART E.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 17 of 22

FACILITY NAME AND PERMIT NUMBER:
Camp Lejeune Advanced Wastewater Treatment
PERMIT ACTION REQUESTED:
RIVER BASIN:
Plant, Permit No. NCO063029
Renewal
White Oak
SUPPLEMENTAL APPLICATION INFORMATION
PART F.INDUSTRIAL USER DISCHARGES AND RCRA/CERCLA WASTES
All treatment works receiving discharges from significant industrial users or which receive RCRA,CERCLA, or other remedial wastes must
complete part F.
GENERAL INFORMATION:
F.1. Pretreatment program. Does the treatment works have, or is subject to, an approved pretreatment program?
❑ Yes El No
F.2. Number of Significant Industrial Users (SIUs) and Categorical Industrial Users (CIUs). Provide the number of each of the following types of
industrial users that discharge to the treatment works.
a. Number of non -categorical SIUs. 0
b. Number of Cl Us. 0
SIGNIFICANT INDUSTRIAL USER INFORMATION:
Supply the following information for each SIU. If more than one SIU discharges to the treatment works, copy questions F.3 through F.8 and
provide the information requested for each SIU.
F.3. Significant Industrial User Information. Provide the name and address of each SIU discharging to the treatment works. Submit additional pages
as necessary.
Name:
Mailing Address:
FA. Industrial Processes. Describe all the industrial processes that affect or contribute to the SIU's discharge.
F.5. Principal Product(s) and Raw Material(s). Describe all of the principal processes and raw materials that affect or contribute to the SIU's
discharge.
Principal product(s):
Raw material(s):
F.6. Flow Rate.
a. Process wastewater flow rate. Indicate the average daily volume of process wastewater discharge into the collection system in gallons per
day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
b. Non -process wastewater flow rate. Indicate the average daily volume of non -process wastewater flow discharged into the collection system
in gallons per day (gpd) and whether the discharge is continuous or intermittent.
gpd ( continuous or intermittent)
F.7. Pretreatment Standards. Indicate whether the SIU is subject to the following:
a. Local limits ❑ Yes ❑ No
b. Categorical pretreatment standards ❑ Yes ❑ No
If subject to categorical pretreatment standards, which category and subcategory?
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 18 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED:
RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment
Plant, Permit No. NCO063029
Renewal
White Oak
F.8. Problems at the Treatment Works Attributed to Waste Discharge by the SIU. Has the SIU caused or contributed to any problems (e.g.,
upsets, interference) at the treatment works in the past three years?
❑ Yes ❑ No If yes, describe each episode.
RCRA HAZARDOUS WASTE RECEIVED BY TRUCK, RAIL, OR DEDICATED PIPELINE:
F.9. RCRA Waste. Does the treatment works receive or has it in the past three years received RCRA hazardous waste by truck, rail or dedicated pipe?
❑ Yes ❑ No (go to F.12)
F.10. Waste transport. Method by which RCRA waste is received (check all that apply):
❑ Truck ❑ Rail ❑ Dedicated Pipe
F.11. Waste Description. Give EPA hazardous waste number and amount (volume or mass, specify units).
EPA Hazardous Waste Number Amount Units
CERCLA ISUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION
WASTEWATER, AND OTHER REMEDIAL ACTIVITY WASTEWATER:
F.12. Remediation Waste. Does the treatment works currently (or has it been notified that it will) receive waste from remedial activities?
® Yes (complete F.13 through F. 15.) ❑ No
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is expected to originate in
the next five years).
See Attachment F 13 F.14 & F, 15 — CERCLA & RCRA Waste Treatment Data for Remedial Treatment Plant Sites; 1) IR Site 78 North, 2) IR Site
78 South 3) AS-4141 4) HPFF South East Compound. 5) New River PPV 6) TC-341 Pipeline: and 7) Rapid Refueler
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if
known. (Attach additional sheets if necessary.)
See Attachment F 13, F.14 & F. 15 — CERCLA & RCRA Waste Treatment Data for Remedial Treatment Plant Sites. 1) IR Site 78 North: 2) IR Site
78 South: 3) AS-4141 4) HPFF South East Compound, 5) New River PPV: 6) TC-341 Pipeline. and 7) Rapid Refueler.
F.15. Waste Treatment
a. Is this waste treated (or will be treated) prior to entering the treatment works?
® Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
See Attachment F 13. F.14 & F 15 — CERCLA & RCRA Waste Treatment Data for Remedial Treatment Plant Sites 1) IR Site 78 North, 2) IR
Site 78 South, 3) AS-4141. 4) HPFF South East Compound, 5) New River PPV; 6) TC-341 Pipeline, and 7) Rapid Refueler
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ❑ Intermittent If intermittent, describe discharge schedule.
See Attachment F.13, F.14 & F 15 — CERCLA & RCRA Waste Treatment Data for Remedial Treatment Plant Sites 1) IR Site 78 North; 2) IR
Site 78 South: 3) AS-4141, 4) HPFF South East Compound: 5) New River PPV, 6) TC-341 Pipeline, and 7) Rapid Refueler.
END OF PART F.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE
EPA Form 3510-2A (Rev 1-99). Replaces EPA fors 7550-6 & 7550-22. Page 19 c` 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment Renewal White Oak
Plant, Permit No. NCO063029
SUPPLEMENTAL APPLICATION INFORMATION
PART G. COMBINED SEWER SYSTEMS
If the treatment works has a combined sewer system, complete Part G.
G.1. System Map. Provide a map indicating the following: (maybe included with Basic Application Information)
a. All CSO discharge points.
b. Sensitive use areas potentially affected by CSOs (e.g., beaches, drinking water supplies, shellfish beds, sensitive aquatic ecosystems, and
outstanding natural resource waters).
C. Waters that support threatened and endangered species potentially affected by CSOs.
G.2. System Diagram. Provide a diagram, either in the map provided in G.1 or on a separate drawing, of the combined sewer collection system that
includes the following information.
a. Location of major sewer trunk lines, both combined and separate sanitary.
b. Locations of points where separate sanitary sewers feed into the combined sewer system.
c. Locations of in -line and off-line storage structures.
d. Locations of flow -regulating devices.
e. Locations of pump stations.
CSO OUTFALLS:
Complete questions G.3 through G.6 once for each CSO discharge aoint.
G.3. Description of Outfall.
a. Outfall number
b. Location
(City or town, if applicable) (Zip Code)
(County) (State)
(Latitude) (Longitude)
C. Distance from shore (if applicable) ft.
d. Depth below surface (if applicable) ft.
e. Which of the following were monitored during the last year for this CSO?
❑ Rainfall ❑ CSO pollutant concentrations ❑ CSO frequency
❑ CSO flow volume ❑ Receiving water quality
f. How many storm events were monitored during the last year?
G.4. CSO Events.
a. Give the number of CSO events in the last year.
events (❑ actual or ❑ approx.)
b. Give the average duration per CSO event.
hours (❑ actual or ❑ approx.)
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 20 of 22

FACILITY NAME AND PERMIT NUMBER:
PERMIT ACTION REQUESTED: RIVER BASIN:
Camp Lejeune Advanced Wastewater Treatment Renewal White Oak
Plant, Permit No. NCO063029
C. Give the average volume per CSO event.
million gallons (❑ actual or ❑ approx.)
d. Give the minimum rainfall that caused a CSO event in the last year
Inches of rainfall
G.S. Description of Receiving Waters.
a. Name of receiving water:
b. Name of watershed/river/stream system:
United State Soil Conservation Service 14-digit watershed code (if known):
C. Name of State Management/River Basin:
United States Geological Survey 8-digit hydrologic cataloging unit code (if known):
G.6. CSO Operations.
Describe any known water quality impacts on the receiving water caused by this CSO (e.g., permanent or intermittent beach closings, permanent or
intermittent shell fish bed closings, fish kills, fish advisories, other recreational loss, or violation of any applicable State water quality standard).
END OF PART G.
REFER TO THE APPLICATION OVERVIEW (PAGE 1) TO DETERMINE WHICH OTHER PARTS
OF FORM 2A YOU MUST COMPLETE.
EPA Form 3510-2A (Rev. 1-99). Replaces EPA forms 7550-6 & 7550-22. Page 21 of 22

Additional information, if provided, will appear on the following pages.
Attachment B.1 — Inflow and Infiltration
Attachment B.2 — Topographic Map
■ Topographic Map
■ Treatment Plant Unit Treatment Processes
■ Influent and Outfall Piping
■ Biosolids Land Application Areas
Attachment B.3 — Process Flow Diagram and Schematic
■ Process Narrative Description
■ Process Flow Diagram
■ Process Schematic
Attachment B.4 — Operation/Maintenance Performed by Contractor(s)
.Attachment B.5 — Scheduled Improvements
Attachment EA — Summary of Submitted Whole Effluent Toxicity Testing
Attachment F.13, F.14 & F.15 — Other Wastewater and CERCLA & RCRA Waste Treatment Data
NPDES FORM 2A Additional Information

Attachment F
PART F. INDUSTRIAL USERS AND RCRA/CERCLA WASTES
F.13, F.14, and F.15 Data
OTHER WASTEWATER:
ONWASA:
F.13. Waste Origin. Describe the site and type of facility at which the "other" waste originates (or is expected to originate in the next five years).
ONWASA can provide untreated sanitary waste generated from single and multiple residences, hotels, motels. bunkhouses, ranger stations, crew quarters,
campgrounds picnic grounds and day -use recreation areas, or wastewater effluent from sources that generate less than one hundred (100) kilograms of
hazardous waste per month
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
See Attachment F.14C for ONWASA wastewater analytical results
F.15. Waste Treatment.
b. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ® No
If yes, describe the treatment (provide information about the removal efficiency):
Is the discharge (or will the discharge be) continuous or intermittent?
® Continuous ❑ Intermittent If intermittent, describe discharge schedule.
The flow rate is approximately 0.28 MGD.
Naval Medical Center MIMIC):
F.13. Waste Origin. Describe the site and type of facility at which the "other" waste originates (or is expected to originate in the next five years).
The Naval Medical Center contains administrative areas. primary care and specialty care clinics, a laboratory, and dining services.
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
Waste flows from the Naval Medical Center are not metered or routinely sampled Hazardous waste as well as regulated medical waste, is stored
appropriately and transported offsite
F.15. Waste Treatment
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes El No
If yes, describe the treatment (provide information about the removal efficiency):
Is the discharge (or will the discharge be) continuous or intermittent?
El Continuous ❑ Intermittent If intermittent, describe discharge schedule.
The flow rate is estimated at 0.15-0 2 MGD.
NPDES FORM 2A Additional Information

Oil Water Separators (OWS):
F.13. Waste Origin. Describe the site and type of facility at which the "other" waste originates (or is expected to originate in the next five years).
There are approximately 170 OWS at MCB CAMLEJ OWS are typically used in concert with vehicle/aircraft washing areas vehicle/aircraft maintenance
areas and fuel storage/transfer areas They are designed to separate petroleum oil and lubricants (POLs) and suspended solids from wastewater flows
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
Waste flows from OWS are not routinely sampled.
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ® No
If yes, describe the treatment (provide information about the removal efficiency):
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ® Intermittent If intermittent, describe discharge schedule.
Estimated OWS flow rates range from 5-500gpm Waste flows vary significantly and are dependent upon the mission and precipitation
Landfill Leachate:
F.13. Waste Origin. Describe the site and type of facility at which the "other" waste originates (or is expected to originate in the next five years).
MCB CAMLEJ operates a Subtitle D Municipal Solid Waste Landfill Facility (MSWLF) The MSWLF has a permitted capacity of 4,089,000 cubic vards
Samples are taken from collected leachate semiannually and analyzed.
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
See Attachment F.14A for 2018 landfill leachate analytical results.
F.15. Waste Treatment
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ® No
If yes, describe the treatment (provide information about the removal efficiency):
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ® Intermittent If intermittent, describe discharge schedule.
The flow rate is estimated at 0.01-0.19 MGD. Waste flow is primarily dependent on precipitation.
Compost Runoff:
F.13. Waste Origin. Describe the site and type of facility at which the "other" waste originates (or is expected to originate in the next five years).
MCB CAMLEJ operates a Type 3 Solid Waste Compost Facility (SWCF) The SWCF is approximately 2 5 acres and is permitted to compost combinations
of wood waste food waste yard waste horse manure post consumer paper, cardboard and wood ash The compost pad is approximately 90,000 square
feet. Active compost windrows are sampled and analyzed every 20,000 tons or six months whichever comes first
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
See Attachment F.14B for the most recent compost windrow analytical results.
F.15. Waste Treatment.
a. Is this waste treated (or will be treated) prior to entering the treatment works?
NPDES FORM 2A Additional Information

❑ Yes ® No
If yes, describe the treatment (provide information about the removal efficiency):
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ® Intermittent If intermittent, describe discharge schedule.
The flow rate is estimated at 0.01 MGD. Waste flow is primarily dependent on precipitation.
Water Treatment Plant Backwash:
F.13. Waste Origin. Describe the site and type of facility at which the "other" waste originates (or is expected to originate in the next five years).
MCB CAMLEJ operates four water treatment plants (V TPs). Filter backwash from each WTP discharges to holding ponds/pits, then to the sanitary sewer.
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
Finished water is used to backwash the WTP filters. Backwash flows are not routinely sampled.
F.15. Waste Treatment
a. Is this waste treated (or will be treated) prior to entering the treatment works?
❑ Yes ® No
If yes, describe the treatment (provide information about the removal efficiency):
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ® Intermittent If intermittent, describe discharge schedule.
The flow rate is estimated at 0.13 MGD. WTP filters are typically backwashed daily on an as -needed basis to maximize efficiency.
CERCLA (SUPERFUND) WASTEWATER, RCRA REMEDIATION/CORRECTIVE ACTION WASTEWATER, AND
OTHER REMEDIAL ACTIVITY WASTEWATER:
Treatment System Flow Diagrams and Discharge Standards/Remedial Goal Tables for Remedial Treatment
Plant Sites: 1) IR Site 78 North; 2) IR Site 78 South; 3) AS-4141; 4) HPFF South East Compound; 5) New River
PPV; 6) TC-341 Pipeline; and Rapid Refueler.
Installation Restoration Program Site 78:
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is expected to originate in the next
five years).
Installation Restoration OR) Program Site 78 covers much of the Hadnot Point Industrial Area. There are two groundwater plumes with two groundwater
treatment systems identified as the North and South Plants. Groundwater from each plume beinq collected through extraction wells and treated prior to
discharge.
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
Benzene. Dichloroethene (total), Ethvlbenzene. Tetrachloroethene, Toluene, Trichloroethene, Vinyl Chloride. Xvlenes (total)
F.15. Waste Treatment
b. Is this waste treated (or will be treated) prior to entering the treatment works?
® Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
NPDES FORM 2A Additional Information

Oil water separation pH adiustment flocculation clarification sand filtration packed tower air stripping and _granular activated carbon adsorption
(See Attached Flow Diagram and Discharge Standards/Remedial Goals Tables for I R Site 78 North and South Plants)
Is the discharge (or will the discharge be) continuous or intermittent?
® Continuous ❑ Intermittent If intermittent, describe discharge schedule.
Flow rates from both the North and South IR Site 78 groundwater treatment plants typically range from 1-7 5 qpm with a max of 12 qpm
RCRA Site AS-4141:
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is expected to originate in the next
five years).
Building AS-4141 is located aboard MICAS New River in Jacksonville North Carolina. Contamination at the site resulted from leaks in fuel transfer lines
Groundwater is being extracted by a network of 10 extraction wells and treated prior to discharge.
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
Benzene. Toluene, 1-Methylnaohthalene. 2-Methylpaphthalene. Naphthalene Lead Perfluorobutanesulfonic acid (PFBS). Perfluorodecanoic Acid (PFDA)
Perfluoroheoanoic acid (PFHpA). Perfluorohexanesulfonic acid (PFHxS) Perfluorohexanoic Acid (PFHxA) Perfluorononanoic acid (PFNA).
Perfluorooctane Sulfonate (PFOS). Perfluorooctanoic acid (PFDA).
F.15. Waste Treatment
c. Is this waste treated (or will be treated) prior to entering the treatment works?
® Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
The waste is pretreated via oil water separation, packed tower air stripping and bag filter units to remove solids prior to discharge (See Attached Flow
Diagram and Discharge Standards/Remedial Goals Table for AS-4141 Treatment System)
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ® Intermittent If intermittent, describe discharge schedule.
Flow rates from the AS-4141 groundwater treatment system typically range from 1-7 5 qom with a max of 12 qpm
RCRA Site HPFF South East Compound:
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is expected to originate in the next
five years).
This site is located in the vicinity of a former fuel farm operation within the Hadnot Point Industrial Area of the Base where multiple petroleum releases
occurred. Groundwater is pumped and treated from a network of 7 recovery wells.
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
Acetone, 2-Butanone, n-Butylbenzene, sec-Butylbenzene. Benzene. Toluene, Ethylbenzene, Xylenes Naphthalene Ethylene Dibromide Methyl Tent Butyl
Ether, 1,1-Dichloroethane, 1.2-Dichloroethane, 1,1-Dichloroethylene, Diisopropvl Ether Isopropvlbenzene, p-Isopropvltoluene n-Propylbenzene
Tetrachloroethylene. 1.2.4-Trimethvlbenzene, 1,3,5-Trimethvlbenzene, Lead, 1.2-Dibromoethane.
F.15. Waste Treatment.
d. Is this waste treated (or will be treated) prior to entering the treatment works?
® Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
Water is first treated with an oil water separator, followed by a settling tank air stripper diffusers and then finally an iron/solids removal system (See
Attached Flow Diagram and Discharge Standards/Remedial Goals Table for the HPFF Treatment System)
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ® Intermittent If intermittent, describe discharge schedule.
NPDES FORM 2A Additional Information

Flow rates from the HPFF groundwater treatment system typically range from <1 qpm up to 30 qpm.
RCRA Site New River PPV:
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is expected to originate in the next
five years).
New River PPV is located off Robert Wilson Boulevard aboard MCAS New River in Jacksonville, North Carolina. The sources of contamination were two
underground storage tanks associated with former Building CG-1 containing used oil and heating oil.
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
Acetone. Benzene, n-Butylbenzene, sec -Butyl benzene. Ethvlbenzene, Isopropylbenzene, p-Isopropyltoluene, n-Propvlbenzene, 1,2,4-Trimethylbenzene,
1,3,5-Trimethylbenzene Toluene, Xylenes, Acenaphthene, Dibenzofuran, Fluorene, 1-Methyl naphthalene, 2-Methvinaphthalene, Naphthalene,
Phenanthrene
F.15. Waste Treatment
e. Is this waste treated (or will be treated) prior to entering the treatment works?
® Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
Oil water separation, air stripping. (See Attached Flow Diagram and Discharge Standards/Remedial Goals Table for the New River PPV Treatment
System)
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ® Intermittent If intermittent, describe discharge schedule.
Flow rates from the PPV groundwater treatment system typically range from <1 qpm up to 32 qpm.
RCRA Site TC-341 Pipeline:
F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is expected to originate in the next
five years).
Site TC-341 is located north of Building G-480 aboard Camp Geiger in Jacksonville, North Carolina. The source of contamination was a former pipeline
used to transfer No. 6 fuel oil and kerosene from the Camp Geiger Fuel Farm to a former mess hall heating plant.
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
4-Isopropvltoluene Benzene Ethvlbenzene Toluene Diisoprooyl Ether Naphthalene, Trichloroethene. Vinyl chloride, cis- 1,2-Dichloroethene, n-
Propylbenzene Acenaphthene Anthracene Fluorene Phenanthrene, 1-Methvinaphthalene, 2-Methvinaphthalene
F.15. Waste Treatment
f. Is this waste treated (or will be treated) prior to entering the treatment works?
® Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
Oil water separation, air stripping, and bag filtration. (See Attached Flow Diagram and Discharge Standards/Remedial Goals Table for the TC-341
Treatment System)
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ® Intermittent If intermittent, describe discharge schedule.
Flow rates from the TC-341 groundwater treatment system typically range from 10 to 15 qpm.
RCRA Site Rapid Refueler:
NPDES FORM 2A Additional Information

F.13. Waste Origin. Describe the site and type of facility at which the CERCLA/RCRA/or other remedial waste originates (or is expected to originate in the next
five years).
The Rapid Refueler site is located aboard MCAS New River in Jacksonville North Carolina. Contamination at the site resulted from leaks in fuel transfer
lines Groundwater is being extracted by vacuum trucks (Aggressive FluidNapor Extraction) from a network of groundwater extraction wells and then taken
to an oil/water (ONV) separator prior to discharge.
F.14. Pollutants. List the hazardous constituents that are received (or are expected to be received). Include data on volume and concentration, if known.
(Attach additional sheets if necessary.)
Acenaphthene, Naphthalene, Fluorene, 1-Methvinaphthalene 2-Methylpaphthalene Perfluorobutanesulfonic acid (PFBS). Perfluorodexanoic Acid (PFDA)
Perfluoroheptanoic acid (PFHpA), Perfluorohexanesulfonic acid (PFHxS) Perfluorohexanoic Acid (PFHxA) Perfluorononanoic acid (PFNA),
Perfluorooctane Sulfonate (PFOS), Per(luorooctanoic acid (PFDA).
F.15. Waste Treatment.
g. Is this waste treated (or will be treated) prior to entering the treatment works?
® Yes ❑ No
If yes, describe the treatment (provide information about the removal efficiency):
The waste waters are pretreated via oil water separation (See Attached Flow Diagram and Discharge Standards/Remedial Goals Table for the Rapid
Refueler Site).
Is the discharge (or will the discharge be) continuous or intermittent?
❑ Continuous ® Intermittent If intermittent, describe discharge schedule.
Approximately 10,050 Gal/Month of wastewaters are discharged to on -Site ONV Separator attached to the Sanitary Sewer.
NPDES FORM 2A Additional Information

ATTACHMENT BA — INFLOW AND INFILTRATION
Marine Corps Base, Camp Lejeune (MCB CAMLEJ) hired an outside contractor to conduct an inflow and
infiltration (I&I) study on August 2018. This study focused on Marine Corps Air Station New River's (MCASNR)
wastewater collection systems and identified a couple of major sources of I&I into the MCB CAMLEJ wastewater
collection system and provided recommended repairs. As a result of this study much of the existing collection
system has been, or is in the process of being repaired and/or replaced.
Oil/water separators (OWSs), to include adjoining impervious surfaces, continue to be a large source of stormwater
inflow. MCB CAMLEJ is in the process of executing a contract to retrofit many OWSs with diversion devices in an
effort to reduce freshwater influx from storm events. This project has been added to Group 2 of Hurricane Repair
Projects to be completed by Fiscal Year (FY) 2020. If all recommendations are implemented, it is estimated that
approximately 30% of SS inflow originating from OWS and containment basin discharges can be eliminated at
MCASNR. This 30% SS inflow reduction equates to an estimated 25,000 gallons for every inch of rainfall, or 1.34
MG of SS inflow annually. Unfortunately, three (3) of the worst I&I producers are not able to be diverted to
stormwater because it would require an individual National Pollutant Discharge Elimination System permit, routine
monitoring, and likely on -site stormwater treatment for each site.
Three (3) buildings containing six (6) cross -connections from the roof stormwater drainage system were identified
via smoke testing. The cross -connections are a large source of stormwater inflow to our wastewater collection
system and will be addressed as a project in Group 2 of Hurricane Repair Projects to be completed by FY2020.
All other sources of I&I are considered medium or low defect severity and are/will be repaired by our in-house
maintenance section or housing maintenance.

ATTACHMENT B.2a - TOPOGRAPHIC MAP
This map is for reference only. Not to be used for targeting or navigation.
The information shown is Controlled Unclassified Information (CUI) and is not to be distributed to unauthorized persons
® WWTP Outfall
=WWTP Facility N i
`WWTP Facility Area
/%/Elevation Contour
RoadCenterline 0 0.1 0.2 0.4 0.6 0.8
WaterFeature Miles
w-

ATTACHMENT B.2b - TREATMENT PLANT UNIT PROCESSES
Bar Screen Struclure
and Grll Removal
System r
To
Gonzalez
Slvd.\
To
Gonzalez
Blvd.
Rotary Drum Thickener
Sludgge Influent Holding
Tank Filtrate PS
Soil/Sludge Drying
Beds - Effluent pumped
to the front of the
plant
Notes:
PS = Pump Station
RASNVAS = Return Activated SludgeNVaste Activated Sludge
ATAD = Autolhermal Thermophllllc Aerobic Dlgestlon

ATTACHMENT B.2c - INFLUENT AND OUTFALL PIPING
This map is for reference only. Not to be used for targeting or navigation.
The information shown is Controlled Unclassified Information (CUI) and is not to be distributed to unauthorized persons
a
A WWTP Outfall N
WWTP Facility t
Influent and Outfall Piping " ^
RoadCenterline
WaterFeature 0 0.050.1 0.2 0.3 0.4
Miles

1TTACHMENT B.2d - BIOSOLIDS LAND APPLICATION AREAS
This map is for reference only. Not to be used for targeting or navigation.
The information shown is Controlled Unclassified Information (CUI) and is not to be distributed to unauthorized persons
Residual Application Program Sites N
=Firing Ranges L
=Food Plots
=Landing Zone
Forest Trails
RoadCenterline 0 0.5 1 2 3 4
Miles

ATTACHMENT B.3a — NARRATIVE DESCRIPTION OF TREATMENT PROCESS
The Marine Corps Base, Camp Lejeune (MCB CAMLEJ) Advanced Wastewater Treatment Plant (AWWTP) is an
advanced biological process that consists of three different microbial environments. The combined environments
are called the A20 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 WWTP'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 in- coming 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) to maintain a
consistent and optimal balance between available microbes and the amount of food (pollutants) entering the WWTP.
The excess microorganisms (called residuals or biosolids) are treated at an elevated temperature (f 150 F) to kill
disease causing organisms, to reduce odors and for further treatment of bio- degradable 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 WWTP is a continuous operation — the WWTP operates 24 hours per day and
365 days per year.
Descriptions of the WWTP processes are summarized below and correlate with the Process Flow Diagram:
1— 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
WWTP influent. The remaining fraction is either degraded (solubilized) in the biological processes or removed in
the WWTP'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 WWTP. 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 WWTP. Phosphorus (an algae causing nutrient) is ultimately removed from the WWTP 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 from 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 dis- solved 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 BOD: This is the biological degradation of waste- water 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-N can be biologically degraded to nitrogen gas when
recycled to the anoxic zone of the WWTP.
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 WWTP.
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 in- crease 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
WWTP's discharge line.
11— Disinfection is the final process in the WWTP. It is used to kill disease causing microorganisms. It is
important to note that no chemicals are used in disinfection process at this WWTP — 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 WWTP'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 about f 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.

O A2O Biological Processes 11 Ultraviolet
Light
OO O Nitrogen Gas Nitrogen Gas 7
Sticks, Suspended
Rags, Grit Solids Solids UV
& Scum Aeration Anoxic Aeration
Removal Removal Anaerobic Anoxic Settling Filtration Reaeration Disinfection
Mw Recycle
RAW INFLUENT
Biosolids Recycle
Waste Phosphorous
Enriched Biosolids
13
Thickening Thickening
Solids
Treatment at
12 I50' F
5,000-gallon Tanker
1 _� 1
2,000-gallon
Application Tanker
Land Application Site
ATTACHMENT B.3b — PROCESS FLOW DIAGRAM
TREATED
EFFLUENT
TO NEW
RIVER

AND PKI1C'ESS
INFLUENT WASTEWATE GRITTEAl, PRIMARY INTERMEDIATE
SYSTEM
M CLARIFIER
A2tt) BNIi LIFT STATION
�� PROCES.ti
I
ORIT FILTRATE.
PUMP S"TATION
PRIMARY PRIMARY
U SCM SLUDGE SI:CI )NDARY
PUMP PUMP
-- - -� STATION STATION DISTBN BOX
i
TO ROTARY DRUM
ATMOSPI IERE TIflCKENER
FILTRATE PUMP
TRAIN 4 TRAIN 4 STATION j
REACT REACT SECONDARY RASAVA.S SECONDARY
ODOR (e%9) B A CLARIFIER PUMP STN CLARIFIER
CONTROLMECHANISM OD[M CONTROL ROTARY DRUM NO3 NO I
THICKENERS
MECHANISM r PRIMARY SLUDGE 8 SCUM
TRAM 3 TRAMS ROTARY DRUM COLLECTION TANK
REACT REACT (gas) THICKENERS
H A
i
SLUDGE INFLUENT
DIGESTED ROTARY DRUM
SLUDGE
HOLDING TANK SECONDARY SLUDGE!
HOLDING TANK TRAM 2 TRAM 2 THICKENERS SECONDARY SECONDARY SECONDARY
`—i SCUM COLLECTION TANK
i REACT REACT CLARIFIER CLARIFIER SCUM CLARIFIER
B A ROTARY DRUM N04 PUMP ST4 NO2
THICKENERS
"TRAIN 1 TRAIN 1
REACT � REACT
SLUDGE DISPOSAL. B A
SECONDARY
ATM SLUDGE DIGESTION SYSTEM CLARIFIER
AFFLUENT
JUNCTION PDX
EFFLUENT FLUSHING _,,,,,,,,.,_,,,., LEGEND OF ABBREVIATIONS
WATER PUMP STN FILTER RAPID SAND
WASHDOWN WATER BACKWASH FILTER BNR- BIOLOGICAL NUTRIENT REMOVAL
PUMP STN REACT. - REACTOR
RAPtD SAND
4 FILTER— DISTBN.- DISTRIBUTION
i~ STN — STATION
EFFLUENT TO NEW RIVER r UV DISINFF,CTION AERATIOPOET EFFLUENT �t�111S RAS— RETURN ACTIVATED SLIT DGE
N PARSfLll.l FILTER
FLUME WAS —WASTE ACTIVATED SLUDGE
RAPID SAND
FILTER UV - ULTRAVIOLET
ATTACHMENT B.3C - PROCESS FLOW SCHEMATIC

ATTACHMENT BA — OPERATION/MAINTENANCE PERFORMED BV CONTRACTOR(S)
Name:
Comp Environmental, Inc.
Mailing Address:
5007 Southpark Dr., Suite 200-E
Durham, NC 27713
Telephone Number:
[phone]
Responsibilities of Contractor:
Quarterly maintenance of Archimedes screw pumps
Name:
Piedmont Technical Services
Mailing Address:
PO Box 608
Hillsborough, NC 27278
Telephone Number:
[phone]
Responsibilities of Contractor:
Annual check and maintenance of UV system
Name:
Currently Out for Bid
Mailing Address:
Unknown
Telephone Number:
Unknown
Responsibilities of Contractor:
Annual calibration of plant and pump station flow meters
Name:
Craneworks
Mailing Address:
15598 Richmond Hwy
Pamplin VA 23958-3221
Telephone Number:
434-610-4562
Responsibilities of Contractor:
Annual weight certifications of cranes and hoists

Attachment B.5 — Scheduled Improvements
The following improvement projects are scheduled for this fiscal year:
■ Replace Headworks and Repair Grit Removal System
■ Project Award Date: 02 December 2016
■ Expected Completion Date: 30 August 2019
■ Replace Actuators and Valves at the ATAD
■ Project Award Date: TBD
■ Expected Completion Date: FY 2019
■ Repair & Overhaul #1,#2 and #3 Clarifier
■ Project Award Date: TBD
■ Expected Completion Date: FY2019
■ Replace All Fiberglass Handrails and Stairs with Aluminum
■ Project Award Date: TBD
■ Expected Completion Date: FY2019
■ Replace Sand Filter Sand
■ Project Award Date: TBD
■ Expected Completion Date: FY 2019
■ Repair Eight (8) Sludge Drying Beds
■ Project Award Date: TBD
■ Expected Completion Date: FY 2019
■ Replace Obsolete SCADA System.
■ Project Award Date: 17 May 2019
■ Expected Completion Date: FY2022
■ Install Redundant UV Disinfection Station
■ Project Award Date: 17 May 2019
■ Expected Completion Date: FY2020
■ Install a Bubbler System in the CROM Tank
■ Project Award Date: 17 May 2019
■ Expected Completion Date: FY2019
■ Replace Sand Filter Trollies
■ Project Award Date: TBD
■ Expected Completion Date: FY2020
■ Replace Primary Sludge Pumps
■ Project Award Date: TBD
■ Expected Completion Date: FY2020

ATTACHMENT EA - SUMMARY OF SUBMITTED WHOLE EFFLUENT TOXICITY TESTING
Americanysis bahia Chronic Whole Effluent Toxicity Test - 5% Concentration
EPA-821-R-02-014, Method 1007.0
Sample
Comments
1 r
Qtr
Date
Result
N_
3rd Qtr
7/16/2012
Pass
Resam led and tested at multiple concentrations 1.25%, 2.5%, 5.0%, 10.0%, 20.0%
4th Qtr
10/16/2012
Fail
4th Qtr
11/15/2012
Pass
1st Qtr
1/15/2013
Pass
SS'
2nd Qtr
4/1/2013
Pass
0
N
3rd Qtr
7/7/2013
Pass
4th Qtr
10/6/2013
Pass
1st Qtr
1/6/2014
Pass
-r
2nd Qtr
4/7/2014
Pass
3rd Qtr
7/7/2014
Pass
4th Qtr
10/6/2014
Pass
1 st Qtr
1 / 12/2015
Pass
2nd Qtr
4/6/2015
Pass
0
N
3rd Qtr
7/13/2015
Pass
4th Qtr
10/19/2015
Pass
1st Qtr
1/11/2016
Pass
2nd Qtr
4/4/2016
Pass
ry
3rd Qtr
7/12/2016
Invalid
FedEx failed to deliver samples collected in July. Resam led in August.
4th Qtr
_
8/I
Pass
4th Qtr
10/3/2016
Pass

Attachment F.14a Landfill Leachate Analytical Results
CO Laboratories
Accurate. Timely. Responsive. Innovative.
102-A Woodwinds Industrial Court
Cary NC, 27511
Phone: [phone] FAX: [phone]
Wednesday, July 18, 2018
AH Environmental Consultants (AH001)
Attn: Matt Reed
11837 Rock Landing Drive, Suite 300
Newport News, VA 23606
RE: Laboratory Results for
Project Number: [none], Project Name/Desc: Subtitle-D Landfill Leachate
ENCO Workorder(s): CB07359
Dear Matt Reed,
Enclosed is a copy of your laboratory report for test samples received by our laboratory on
Thursday, May 31, 2018.
Unless otherwise noted in an attached project narrative, all samples were received in
acceptable condition and processed in accordance with the referenced methods/procedures.
Results for these procedures apply only to the samples as submitted.
The analytical results contained in this report are in compliance with NELAC standards, except
as noted in the project narrative if applicable. This report shall not be reproduced except in
full, without the written approval of the Laboratory.
This report contains only those analyses performed by Environmental Conservation
Laboratories. Unless otherwise noted, all analyses were performed at ENCO Cary. Data from
outside organizations will be reported under separate cover.
If you have any questions or require further information, please do not hesitate to contact me.
Sincerely,
Bill Scott
Project Manager
Enclosure(s)
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in fun. Page 1 Of 14

9 �Me)
www.encolabs.com
SAMPLE SUMMARY/LABORATORY CHRONICLE
Client ID: 6708-Leachate
Lab
ID: C807359-01
Sampled: 05/30/18 10:45
Received: 05/31/18 10:00
Parameter
Preparation
Hold Date/Time(s)
Prep Date/Time(s)
Analysis
Date/Time(s)
EPA 6010D
EPA 3005A
11/26/18
06/05/18
08:50
06/07/18
09:57
EPA 6020B
EPA 3005A
11/26/18
06/04/18
08:45
06/07/18
12:06
EPA 8260B
EPA 50306_MS
06/13/18
05/31/18
11:50
06/01/18
09:24
SM 213OB-2001
NO PREP
06/01/18
10:45
05/31/18
17:11
05/31/18
17:11
SM 521OB-2001
NO PREP
06/01/18
10:45
05/31/18
13:20
05/31/18
13:20
SM 5220D-1997
Same
06/27/18
06/07/18
07:41
06/07/18
10:15
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 2 Of 14

Ceco
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SAMPLE DETECTION SUMMARY
Client ID: 6708-Leachate
Lab ID: CB07359-01
Analyte
Results
Flag
MDL
PPL
Units
Method Notes
1,4-Dichlorobenzene
0.80
1
0.19
1.0
ug/L
EPA 8260B
Barium - Total
376
1.00
10.0
ug/L
EPA 6010D
Beryllium - Total
0.734
3
0.130
1.00
ug/L
EPA 6010D
Biochemical Oxygen Demand
2900
2000
2000
ug/L
SM 521OB-2001
Chemical Oxygen Demand
100000
10000
10000
ug/L
SM 5220D-1997
Chlorobenzene
0.88
3
0.17
1.0
ug/L
EPA 8260E
Chromium - Total
1.94
1
1.40
10.0
ug/L
EPA 6010D
Cobalt - Total
3.25
1
1.10
10.0
ug/L
EPA 6010D
Nickel- Total
8.31
1
2.20
10.0
ug/L
EPA 6010D
Turbidity
33
0.50
1.0
NTU
SM 21306-2001
Vanadium - Total
2.69
1
1.40
10.0
ug/L
EPA 6010D
Zinc - Total
28.9
4.40
10.0
ug/L
EPA 6010D
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 3 Of 4

(��Go
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ANALYTICAL RESULTS
Description: 6708-Leachate Lab Sample ID:CB07359-01 Received: 05/31/18 10:00
Matrix: Water Sampled:05/30/18 10:45 Work Order: CB07359
Project: Subtitle-D Landfill Leachate Sampled By: Matt Reed
(Volatile Organic Compounds by GCMS
'
^ - ENCO Cary certified analyte (NC 5911
Analyte rCAS Numberl
Results
Elm
Units
DE
MU
EQL
Batch
Method
Analyzed
@y Notes
1,1,1,2-Tetrachloroethane [630-20-6]^
0.17
U
ug/L
1
0.17
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
1,1,1-Trichloroethane [71-55-6]^
0.12
U
ug/L
1
0.12
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
1,1,2,2-Tetrachloroethane [79-34-5]^
0.28
U
ug/L
1
0.28
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,1,2-Trichloroethane [79-00-5]^
0.14
U
ug/L
1
0.14
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,1-Dichloroethane[75-34-3]^
0.13
U
ug/L
1
0.13
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,1-Dichloroethene[75-35-4]^
0.21
U
ug/L
1
0.21
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,2,3-Trichloropropane [96-18-4]^
0.23
U
ug/L
1
0.23
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,2-Dibromo-3-chloropropane [96-12-8]^
0.48
U
ug/L
1
0.48
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,2-Dibromoethane[106-93-4]^
0.66
U
ug/L
1
0.66
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,2-Dichlorobenzene [95-50-1]^
0.19
U
ug/L
1
0.19
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,2-Dichloroethane[107-06-2]^
0.21
U
ug/L
1
0.21
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,2-Dichloropropane [78-87-5]^
0.10
U
ug/L
1
0.10
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
1,4-Dichlorobenzene[306-46-7]^
0.80
1
ug/L
1
0.19
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
2-Butanone [78-93-3]^
1.3
U
ug/L
1
1.3
5.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
2-Hexanone [591-78-6]^
0.88
U
ug/L
1
0.88
5.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
4-Methyl-2-pentanone [108-10-1]^
1.1
U
ug/L
1
1.1
5.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
Acetone[67-64-1]^
10
U
ug/L
1
10
20
8E31022
EPA 8260B
06/01/18 09:24
MRK
Acrylonitrile [107-13-1]^
3.5
U
ug/L
1
3.5
10
8E31022
EPA 8260E
06/01/18 09:24
MRK
Benzene(71-43-2]^
0.15
U
ug/L
1
0.15
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
Bromochloromethane [74-97-5]^
0.48
U
ug/L
1
0.48
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Bromodichloromethane [75-27-4]^
0.17
U
ug/L
1
0.17
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Bromoform [75-25-2]^
0.22
U
ug/L
1
0.22
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Bromomethane[74-83-9]^
0.14
U
ug/L
1
0.14
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
Carbon disulfide [75-15-0]^
1.5
U
ug/L
1
1.5
5.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Carbon tetrachloride [56-23-5]^
0.17
U
ug/L
1
0.17
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Chlorobenzene [108-90-7]^
0.88
1
ug/L
1
0.17
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Chloroethane [75-00-3]^
0.23
U
ug/L
1
0.23
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
Chloroform [67-66-3]^
0.18
U
ug/L
1
0.18
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Chloromethane[74-87-3]^
0.13
U
ug/L
1
0.13
1.0
8E31022
EPA 82608
06/01/18 09:24
MRK
cis-1,2-Dichloroethene [156-59-2]^
0.15
U
ug/L
1
0.15
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
cis-1,3-Dichloropropene [10061-01-5]^
0.20
U
ug/L
1
0.20
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
Dibromochloromethane [124-48-1]^
0.17
U
ug/L
1
0.17
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
Dibromomethane [74-95-3]^
0.27
U
ug/L
1
0.27
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
Ethylbenzene [100-41-4]^
0.13
U
ug/L
1
0.13
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Iodomethane [74-88-4]^
1.7
U
ug/L
1
1.7
5.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
m,p-Xylenes [108-38-3/106-42-3]^
0.17
U
ug/L
1
0.17
2.0
BE31022
EPA 8260E
06/01/18 09:24
MRK
Methylene chloride [75-09-2]^
0.23
U
ug/L
1
0.23
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
o-Xylene [95-47-6]^
0.065
U
ug/L
1
0.065
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
Styrene[100-42-5]^
0.11
U
ug/L
1
0.11
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
Tetrachloroethene[127-18-4]^
0.17
U
ug/L
1
0.17
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Toluene [108-88-3]^
0.14
U
ug/L
1
0.14
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
trans-1,2-Dichloroethene [156-60-5]^
0.21
U
ug/L
1
0.21
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
trans-1,3-Dichloropropene [10061-02-6]^
0.15
U
ug/L
1
0.15
1.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
trans-1,4-Dichloro-2-butene (110-57-6]^
0.70
U
ug/L
1
0.70
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Trichlorcethene [79-01-6]^
0.15
U
ug/L
1
0.15
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Trichlorofluoromethane [75-69-4]^
0.24
U
ug/L
1
0.24
1.0
8E31022
EPA 8260B
06/01/18 09:24
MRK
Vinyl acetate [108-05-4]^
0.95
U
ug/L
1
0.95
5.0
8E31022
EPA 8260E
06/01/18 09:24
MRK
FINAL
This report relates only to the sample as received by the
laboratory,
and may only be reproduced in full.
I Page 4 Of 14

(R�Ge)
www.encolabs.com
ANALYTICAL RESULTS
Description: 6708-Leachate Lab Sample ID:CB07359-01 Received: 05/31/18 10:00
Matrix: Water Sampled:05/30/18 10:45 Work Order: CB07359
Project: Subtitle-D Landfill Leachate Sampled By: Matt Reed
Volatile Organic Compounds by GCMS
^ - ENCO Cary owtfled analyte [NC 591]
Analyte rCAS Numberl Results Flag Units Pf MDL EQL Batch_ Method Analyzed ¢y Notes
Vinyl chloride[75-01-4]^ 0.32 U ug/L 1 0.32 1.0 8E31022 EPA 8260B 06/01/18 09:24 MRK
Xylenes (Total) [1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 8E31022 EPA 82608 06/01/18 09:24 MRK
surrogates
Resu/tr
QF
Spike L v
% Rec
% Rec Limits
Batch
Method
An /
8y Notes
4-Bromofluorobenzene
50
1
50.0
99 %
53-136
8E31022
EPA 8260E
06101118 09:24
MRK
Dibromofluoromethane
51
1
50.0
102 %
67-129
8E31022
EPA 82608
06101118 09:14
MRK
Toluene-d8
54
1
50.0
107 %
59-134
8E31012
EPA 8260B
06101118 09:24
MRK
Metals (total recoverable) by EPA 6000/7000 Series Methods
^ - ENCO Cary ceRified analyze [NC 5911
Analyte rCAS Numberl
Results
fw2
Units
pF
MDL
EQL
Batch
Method
Analyzed
Ay Notes
Antimony[7440-36-0]^
3.70
UD
ug/L
10
3.70
10.0
8FO4005
EPA 6020B
06/07/18 12:06
CMK
Arsenic[7440-38-2]^
6.80
U
ug/L
1
6.80
10.0
8FO5008
EPA 6010D
06/07/18 09:57
JDH
Barium [7440-39-3]^
376
ug/L
1
1.00
10.0
8F05008
EPA 6010D
06/07/18 09:57
JDH
Beryllium [7440-41-7]^
0.734
J
ug/L
1
0.130
1.00
8FO5008
EPA 6010D
06/07/18 09:57
JDH
Cadmium [7440-43-9]^
0.360
U
ug/L
1
0.360
1.00
8FO5008
EPA 6010D
06/07/18 09:57
JDH
Chromium [7440-47-3]^
1.94
J
ug/L
1
1.40
10.0
8FO5008
EPA 6010D
06/07/18 09:57
JDH
Cobalt [7440-48-4]^
3.25
J
ug/L
1
1.10
10.0
8FO5008
EPA 6010D
06/07/18 09:57
JDH
Copper[7440-50-8]^
1.60
U
ug/L
1
1.60
10.0
8F05008
EPA 6010D
06/07/18 09:57
JDH
Lead [7439-92-1]^
3.10
U
ug/L
1
3.10
10.0
8FO5008
EPA 6010D
06/07/18 09:57
JDH
Nickel[7440-02-0]^
8.31
J
ug/L
1
2.20
10.0
8FO5008
EPA 6010D
06/07/18 09:57
JDH
Selenium [7782-49-2]^
9.10
UD
ug/L
10
9.10
10.0
8F04005
EPA 6020B
06/07/18 12:06
CMK
Silver[7440-22-4]^
1.90
U
ug/L
1
1.90
10.0
8FO5008
EPA 6010D
06/07/18 09:57
JDH
Thallium (7440-28-0]^
1.10
UD
ug/L
10
1.10
10.0
8FO4005
EPA 6020B
06/07/18 12:06
CMK
Vanadium [7440-62-2]^
2.69
J
ug/L
1
1.40
10.0
8FO5008
EPA 6010D
06/07/18 09:57
JDH
Zinc [7440-66-6]^
28.9
ug/L
1
4.40
10.0
8F05008
EPA 6010D
06/07/18 09:57
JDH
Classical Chemistry Parameters
^ - ENCO Cary certified analyte [NC 591]
Analyte rCAS Numberl
Results
fin
Units
2f
p]"
E"
Batch
Method
Analyzed
gy Notes
Biochemical Oxygen Demand^
2900
ug/L
1
2000
2000
8E31014
SM 521OB-2001
05/31/18 13:20
JOC
Chemical Oxygen Demand^
100000
ug/L
1
10000
10000
8F07001
SM 5220D-1997
06/07/18 10:15
JOC
Turbidity^
33
NTU
1
0.50
1.0
8E31032
SM 213OB-2001
05/31/18 17:11
JOC
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Pa 5 Of 14

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QUALITY CONTROL DATA
Volatile Organic Compounds by GCMS - Quality Control
Batch SE31011- EPA 50300 M5 - Continued
Blank (8E31022-BLK1) Continued Prepared: 05/31/2018 11:50 Analyzed: 06/01/2018 03:40
Spike Source °/aREC RPD
Analyte
Result Flaq POL
Units
Level Result %REC Limits RPD Limit Notes
4-Bromofluorobenzene
52
u91L
50.0 103 53-136
Dibromofluoromethane
49
u91L
50.0 98 67-129
T01uene-d8
51
u91L
50.0 103 59-134
LCS (SE31022-BS1)
Prepared: 05/31/2018 11:50 Analyzed: 06/01/2018 01:34
Spike
Source
%REC
RPD
Analvte
Result Flag
POL
Units
Level
Result
%REC
Limits
RPD
Limit Notes
1,1-Dichloroethene
16
1.0
ug/L
20.0
79
75-133
Benzene
20
1.0
ug/L
20.0
102
80-134
Chlorobenzene
18
1.0
ug/L
20.0
90
80-120
Toluene
19
1.0
ug/L
20.0
97
71-120
Trichloroethene
20
1.0
ug/L
20.0
101
74-120
4-Bromofluorobenzene
50
u91L
50.0
101
53-136
Dibromofluoromethane
49
u91L
50.0
97
67-129
Toluene-d8
53
u91L
50.0
106
59-134
Matrix Spike (8E33022-MS1)
Prepared: 05/31/2018 11:50 Analyzed: 06/01/2018 02:06
Source: CB08341-10
Spike
Source
%REC
RPD
Analvte
Result Flaq
POL
Una
Level
Result
%REC
Limits
RPD
limit Notes
1,1-Dichloroethene
17
1.0
ug/L
20.0
0.21 U
87
75-133
Benzene
23
1.0
ug/L
20.0
0.15 U
115
80-134
Chlorobenzene
19
1.0
ug/L
20.0
0.17 U
95
80-120
Toluene
20
1.0
ug/L
20.0
0.14 U
99
71-120
Trichloroethene
21
1.0
ug/L
20.0
0.15 U
106
74-120
4-19romofluorobenzene
52
u91L
50.0
104
53-136
Dibromofluoromethane
50
u91L
50.0
99
67-129
Toluene-d8
52
u91L
50.0
103
59-134
Matrix Spike Dup (8E33022-MSD1)
Prepared: 05/31/2018 11:50 Analyzed: 06/01/2018 02:37
Source: CB08341-10
Spike
Source
%REC
RPD
Analyte
Result Flaq
POL
Units
Level
Result
'/DREG
Limits
RPD
Limit Notes
1,1-Dichloroethene
15
1.0
ug/L
20.0
0.21 U
75
75-133
14
20
Benzene
21
1.0
ug/L
20.0
0.15 U
105
80-134
9
17
Chlorobenzene
19
1.0
ug/L
20.0
0.17 U
93
80-120
2
16
Toluene
18
1.0
ug/L
20.0
0.14 U
92
71-120
8
17
Trichloroethene
18
1.0
ug/L
20.0
0.15 U
92
74-120
14
22
4-8romofluorcben2ene
51
u91L
50.0
101
53-136
Dibromofluoromethane
49
u91L
50.0
98
67-129
Toluene-d8
51
u91L
50.0
103
59-134
Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control
Batch OF04005 - EPA 3005A
Blank (8F0400S-BLK1) Prepared: 06/04/2018 08:45 Analyzed: 06/07/2018 10:40
Spike Source %REC RPD
Analvte Resul Flag M Units Level Result %REC Limits RPD Limit Notes
Antimony
FINAL
0.370 U 1.00 ug/L
This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 7 Of 14

(��Cmo
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QUALITY CONTROL DATA
Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control
Batch 8F04005 - EPA 3005A - Continued
Blank (8F04005-BLK3) Continued Prepared: 06/04/2018 08:45 Analyzed: 06/07/2018 10:40
Spike Source %REC RPD
Analyte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes
Selenium 0.910 U 1.00 ug/L
Thallium 0.110 U 1.00 ug/L
LCS (8F04005-BS1) Prepared: 06/04/2018 08:45 Analyzed: 06/07/2018 10:48
Spike Source %REC
RPD
Analye
Result Flaq
POL
Uni
Level Result %REC Limits RPD
Limit Notes
Antimony
19.6
1.00
ug/L
20.0 98 80-120
Selenium
21.2
1.00
ug/L
20.0 106 80-120
Thallium
18.2
1.00
ug/L
20.0 91 80-120
Matrix Spike (8F04005-MS1)
Prepared: 06/04/2018 08:45 Analyzed: 06/07/2018 10:52
Source: CB07357-01
Spike Source %REC
RPD
Analvte
Result Flag
POL
Units
Level Result %REC Limits RPD
Limit Notes
Antimony
101
5.00
ug/L
100 1.85 U 101 75-125
Selenium
106
5.00
ug/L
100 4.55 U 106 75-125
Thallium
91.9
5.00
ug/L
100 0.550 U 92 75-125
Matrix Spike Dup (8F04005-MSD1)
Prepared: 06/04/2018 08:45 Analyzed: 06/07/2018 10:56
Source: C807357-01
Spike Source %REC
RPD
Analyte
Result Flaq
POL
Units
Level Result %REC Limits RPD
Limit )des
Antimony
100
5.00
ug/L
100 1.85 U 100 75-125 0.3
20
Selenium
110
5.00
ug/L
100 4.55 U 110 75-125 3
20
Thallium
93.7
5.00
ug/L
100 0.550 U 94 75-125 2
20
Post Spike (81`04005-PS1)
Prepared: 06/04/2018 08:45 Analyzed: 06/07/2018 11:00
Source: CB07357-01
Analvte
Antimony
Selenium
Thallium
Batch 8F05008 - EPA 3005A
Result
20.4
22.3
19.6
Flaq
POL
1.00
1.00
1.00
Units
ug/L
ug/L
ug/L
Spike
Level
20.0
20.0
20.0
Source
Result
0.00518
0.360
0.000696
%REC
102
110
98
%REC
Limits RPD
75-125
75-125
75-125
RPD
Limit Notes
Blank (8F05008-BLKl)
Prepared:06/05/2018 08:50 Analyzed: 06/07/2018 09:07
Spike
Source
%REC
RPD
Analyte
Result
Flaq
POL
Units
Level
Result
%REC
Limits RPD
Limit Notes
Arsenic
6.80
U
10.0
ug/L
Barium
1.00
U
10.0
ug/L
Beryllium
0.130
U
1.00
ug/L
Cadmium
0.360
U
1.00
ug/L
Chromium
1.40
U
10.0
ug/L
Cobalt
1.10
U
10.0
ug/L
Copper
1.60
U
10.0
ug/L
Lead
3.10
U
10.0
ug/L
Nickel
2.20
U
10.0
ug/L
Silver
1.90
U
10.0
ug/L
Vanadium
1.40
U
10.0
ug/L
Zinc
4.40
U
10.0
ug/L
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full I Page 8 of 14

Ce WS 00)
www.encolabs.com
QUALITY CONTROL DATA
Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control
Batch 8f05008 - EPA 3005A - Continued
LCS (8F05008-BSI) Prepared: 06/05/2018 08:50 Analyzed: 06/07/2018 09:14
Spike
Source
%REC
RPD
Analvte
Result
Flaq
POL
Units
Level
Result
%REC
Limits
RPD
Limit Notes
Arsenic
190
10.0
ug/L
200
95
80-120
Barium
190
10.0
ug/L
200
95
80-120
Beryllium
18.3
1.00
ug/L
20.0
92
80-120
Cadmium
18.5
1.00
ug/L
20.0
93
80-120
Chromium
182
10.0
ug/L
200
91
80-120
Cobalt
185
10.0
ug/L
200
92
80-120
Copper
180
10.0
ug/L
200
90
80-120
Lead
184
10.0
ug/L
200
92
80-120
Nickel
182
10.0
ug/L
200
91
80-120
Silver
190
10.0
ug/L
200
95
80-120
Vanadium
187
10.0
ug/L
200
94
80-120
Zinc
189
10.0
ug/L
200
95
80-120
Matrix Spike (81F05008-M51)
Prepared: 06/05/2018 08:50 Analyzed: 06/07/2018 09:16
Source: CB07357-03
Spike
Source
%REC
RPD
Awn hde
Result
Flag
PQL
unills
Level
Result
%REC
Limits
RPD
MIR11 Notes
Arsenic
197
10.0
ug/L
200
6.80 U
98
75-125
Barium
250
10.0
ug/L
200
61.7
94
75-125
Beryllium
18.6
1.00
ug/L
20.0
0.130 U
93
75-125
Cadmium
18.5
1.00
ug/L
20.0
0.360 U
93
75-125
Chromium
183
10.0
ug/L
200
1.40 U
91
75-125
Cobalt
186
10.0
ug/L
200
1.10 U
93
75-125
Copper
181
10.0
ug/L
200
1.60 U
90
75-125
Lead
185
10.0
ug/L
200
3.10 U
93
75-125
Nickel
183
10.0
ug/L
200
2.20 U
92
75-125
Silver
189
10.0
ug/L
200
1.90 U
95
75-125
Vanadium
189
10.0
ug/L
200
1.40 U
95
75-125
Zinc
183
10.0
ug/L
200
4.40 U
91
75-125
Matrix Spike Dup (8F05008-MSD1)
Prepared: 06/05/2018 08:50 Analyzed: 06/07/2018 09:19
Source: CB07357-03
Spike
Source
%REC
RPD
Analvte
Result
Flaq
POL
Units
Level
Result
%REC
Limits
RPD
Limit des
Arsenic
190
10.0
ug/L
200
6.80 U
95
75-125
4
20
Barium
247
10.0
ug/L
200
61.7
93
75-125
1
20
Beryllium
18.3
1.00
ug/L
20.0
0.130 U
92
75-125
1
20
Cadmium
18.4
1.00
ug/L
20.0
0.360 U
92
75-125
0.5
20
Chromium
181
10.0
ug/L
200
1.40 U
90
75-125
1
20
Cobalt
184
10.0
ug/L
200
1.10 U
92
75-125
1
20
Copper
179
10.0
ug/L
200
1.60 U
90
75-125
0.7
20
Lead
183
10.0
ug/L
200
3.10 U
92
75-125
1
20
Nickel
181
10.0
ug/L
200
2.20 U
91
75-125
1
20
Silver
188
10.0
ug/L
200
1.90 U
94
75-125
0.4
20
Vanadium
187
10.0
ug/L
200
1.40 U
93
75-125
2
20
Zinc
182
10.0
ug/L
200
4.40 U
91
75-125
0.7
20
Post Spike (811705008-PS1)
Prepared: 06/05/2018 08:50 Analyzed: 06/07/2018 09:21
Source: CB07357-03
Spike
Source
%REC
RPD
AnalYte
Result
Elaq
POL
Units
Level
Result
%REC
Limits
RPD
Limit Notes
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 9 Of 14

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QUALITY CONTROL DATA
Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control
Batch 8F05008 - EPA 3005A - Continued
Post Spike (8F05008-PS1) Continued
Prepared:06/05/2018
08:50 Analyzed: 06/07/2018 09:21
Source: CB07357-03
Spike
Source
%REC RPD
Analvte
Result Flaq
POL
Units
Level
Result
%REC
Limits RPD Limit Notes
Arsenic
0.191
0,0100
mg/L
0.200
0.00136
95
80-120
Barium
0.254
0.0100
mg/L
0.200
0.0617
96
80-120
Beryllium
0.0188
0.00100
mg/L
0.0200
0.000115
93
80-120
Cadmium
0.0192
0.00100
mg/L
0.0200
8.08E-5
96
80-120
Chromium
0.186
0.0100
mg/L
0.200
-0.000136
93
80-120
Cobalt
0.191
0.0100
mg/L
0.200
0.000555
95
80-120
Copper
0.185
0.0100
mg/L
0.200
-0.000816
92
80-120
Lead
0.189
0.0100
mg/L
0.200
-0.00304
94
80-120
Nickel
0.186
0.0100
mg/L
0.200
-0.000876
93
80-120
Silver
0.187
0.0100
mg/L
0.200
0.000562
93
80-120
Vanadium
0.192
0.0100
mg/L
0.200
0.00115
96
80-120
Zinc
0.188
0.0100
mg/L
0.200
0.00193
93
80-120
Classical Chemistry Parameters
- Quality Control
Batch BE31014 - NO PREP
Blank (SE33014-BLK1) Prepared & Analyzed: 05/31/2018 13:20
Spike Source %REC RPD
Analvte Result Flaq POL Units Level Result %REC Limits RPD i i Notes
Biochemical Oxygen Demand 2000 U 2000 ug/L
LCS (8E31014-BS1) Prepared & Analyzed: 05/31/2018 13:20
Spike Source %REC
RPD
Analvte
Result Flao POL
Units
Level Result %REC Limits RPD
limit Notes
Biochemical Oxygen Demand
200000 2000
ug/L
198000 103 85-115
Duplicate (8E31014-DUPl)
Prepared & Analyzed: 05/31/2018 13:20
Source: CB03156-01
Spike Source %REC
RPD
Analyse
Result Flag Q
Una
Level Result %REC Limits RPD
Wnft Notes
Biochemical Oxygen Demand
230000 2000
ug/L
210000 8
30
Batch 8E31032 - NO PREP
Blank (8E33032-BLK1) Prepared & Analyzed: 05/31/2018 17:11
Spike Source %REC RPD
Analvte Result Flaq POL Units Level Result "/oREC Limits RPD Limit Notes
Turbidity 0.50 U 1.0 NTU
LCS (8E31032-BS1) Prepared & Analyzed: 05/31/2018 17:11
Spike Source %REC
RPD
Analvte
I esul_t ]Flag Pot
units
Level Result %REC Limits RPD
Limit Notes
Turbidity
19 1.0
NTU
20.0 97 80-120
Duplicate (8E31032-DUP1)
Prepared & Analyzed: 05/31/2018 17:11
Source: CB07359-01
Spike Source %REC
RPD
Analyte
Result Flag POL
Uni
Level Result %REC Limits RPD
Limit Notes
Turbidity
33 1.0
NTU
33 0.3
25
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 10 Of 14

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QUALITY CONTROL DATA
Classical Chemistry Parameters - Quality Control
Batch 8FO7001 - Same
Blank (SF07001-BLK3) Prepared: 06/07/2018 07:41 Analyzed: 06/07/2018 10:15
Spike Source %REC RPD
Analyte Result Flaq POL Units Level Result %REC Limits RPD Limit Notes
Chemical Oxygen Demand 10000 Ll 10000 ug/L
LCS (SF07001-BSI) Prepared: 06/07/2018 07:41 Analyzed: 06/07/2018 10:15
Spike
Source
%REC
RPD
Analvt
Result Elm
POL
Units
Level
Result
%REC
Limits RPD
imi Notes
Chemical Oxygen Demand
490000
10000
ug/L
500000
99
90-110
Matrix Spike (SF07001-MS1)
Prepared: 06/07/2018 07:41 Analyzed: 06/07/2018 10:15
Source: CB03044-01
Spike
Source
%REC
RPD
Analyse
Result Flaa
POL
Units
Level
Resul
%REC
Limits RPD
Limit Notes
Chemical Oxygen Demand
860000
10000
ug/L
526000
340000
98
90-110
Matrix Spike Dup (SF07001-MS01)
Prepared: 06/07/2018 07:41 Analyzed: 06/07/2018 10:15
Source: CB03044-01
Spike
Source
%REC
RPD
Analvte
Result Flaq
POL
Units
Level
Result
%REC
Limits RPD
Limit Notes
Chemical Oxygen Demand
840000
10000
ug/L
526000
340000
96
90-110 1
10
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Pag@ 1 1 Of 14

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FLAGS/NOTES AND DEFINITIONS
B The analyte was detected in the associated method blank.
D The sample was analyzed at dilution.
J The reported value is between the laboratory method detection limit (MDL) and the laboratory method
reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable.
U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
E The concentration indicated for this analyte is an estimated value above the calibration range of the
instrument. This value is considered an estimate.
MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is
based on the low point of the calibration curve, when applicable, sample preparation factor, dilution
factor, and, in the case of soil samples, moisture content.
PQL PQL: Practical Quantitation Limit. The PQL presented is the laboratory MRL.
N The analysis indicates the presence of an analyte for which there is presumptive evidence (85% or greater
confidence) to make a "tentative identification".
P Greater than 25% concentration difference was observed between the primary and secondary GC column.
The lower concentration is reported.
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 12 of 4

CO 10775 Central Port Dr. 4810 Executive Park Court, Sude 111 102-A Woodwinds Industrial Ct.
Orlando, FL 32824 Jacksonville, FL 32216-6069 Cary, NC 27511
[phone] Fax [phone] [phone] Fax[phone] [phone] Fax [phone]
Client Name
Project Number
Requested
Anatyses
AH (Environmental Consultants (AH001)
[none]
D
a
Address
11837 Rock Landing Drive, Suite 300
Project Name/Desc
Subtitle-D Landfill Leachate
r
x
2
m
Q
_
CiryiSTlZiP
PO k /Billing Info
Nf-tvport News, VA 23606
"a
d
Ica
W
a
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r
0
U
cq
Tel
(757) 8734959
Fax
[phone]
Reporting Contact
Matt Reed
8to
i
Sampler(s) Name, Affiliation (Pant)
Billin Contact
� jV
Matt: Reed
m
m
h
-- -
O
e�
m
0
_
Sampler($) Sig
Site Location / Time Zone
ure
�
a F,
im
U
H
Co�lechon� Matrix Total 4 of
Item a Sample ID (Field Identification) Collection Date Time Comp / Grab Isee codes) Containers
Preservation Isee codes) tcomnme as
I--- 1__1 J
<-- Tntal it of C nntainarc
Page A— of
Requested Turnarot o
Times Cl)
Note: Rush requests sub)e a)
acceptance by the faa6t
Standard
Expedited
Due
Lab Workorder
CB07359
Safnple Comments
Sample Kit Prepared By
Da
line
l'1
Relinquished By ��//
0 6'� 2—
Date/Time
i � 5 /8 O
--- - —
Date/Time
5312 Iwo
Coin nts/Special Reporting Requirements
_
Relinquished By
Date/rime
aived
Date/Time
Relinquished By
DateR'u11e
Date/Time
Cooler u's 8 Temps on Receipt
— J S L
Condition pon Receipt
Acceptable _ Unacceptable
Matrix GW-Groundwater SO -Soil DW-Drinking Water SE -Sediment 5w-Surtace Water ww-wastewater A -Air v-inner laetan in commems/ „r
Note : All samples submitted to ENCO Labs are in accordance with the terms and conditions listed on the reverse of this form, unless pnor written agreements exist

Sample Preservation Verification
ENCO Cary
Work Order: CB07359
Client: AH Environmental Consultants (AH001)
Project: Subtitle-D Landfill Leachate
Project #: [none]
Logged In: 31-May-18 10:16 Logged By: John C King
Preservation Check Performed By:,011'*"5k) Date/Time: 3�-9,//F h' _ _l
CB07359-01
,.
•
Rea ent Name ID
1
2
pH Strip ID:
Rea ent Name ID
3
4
Rea ent Name ID
5
6
Page 14 of 14
Page 1
C:\ELMNT\Print\wko_PreservationCheck. rpt

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Ce==�Go
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SAMPLE SUMMARY/LABORATORY CHRONICLE
Client ID: 6708-Leachate
Lab ID: C815441-01
Sampled: 30/10/18 11:15
Received: 10/11/18 09:00
Parameter
Preparation
Hold Date/Time(s)
Prep Date/Time(s)
Analysis
Date/Time(s)
EPA 6010D
EPA 3005A
04/08/19
10/17/18
09:34
10/22/18
10:20
EPA 6020B
EPA 3005A
04/08/19
10/15/18
16:01
10/18/18
16:00
EPA 8260E
EPA 5030B_MS
10/24/18
10/18/18
20:48
10/19/18
19:12
EPA 8260C
EPA 5030B_MS
10/24/18
10/18/18
00:00
10/18/18
19:12
SM 213OB-2011
NO PREP
10/12/18 11:15
10/12/18
10:48
10/12/18
10:48
SM 5210 B-2011
NO PREP
10/12/18 11:15
10/11/18
16:02
10/11/18
16:02
SM 5220D-2011
Same
11/07/18
10/18/18
09:15
10/18/18
13:02
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 2 Of 4

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SAMPLE DETECTION SUMMARY
Client ID: 6708-Leachate
Lab ID: CB15441-01
Analvte
Results
Flag
MDL
PQ—L
MOM
Method Notes
1,4-Dichlorobenzene
0.95
J
0.19
1.0
ug/L
EPA 8260E
1,4-Dioxane
16
1.2
2.0
ug/L
EPA 8260C
Acetone
29
10
20
ug/L
EPA 82606
Barium - Total
748
1.10
10.0
ug/L
EPA 6010D
Beryllium - Total
0.602
J
0.160
1.00
ug/L
EPA 6010D
Biochemical Oxygen Demand
3700
2000
2000
ug/L
SM 5210 B-2011 B-04
Chemical Oxygen Demand
170000
10000
10000
ug/L
SM 5220D-2011
Chlorobenzene
0.67
J
0.17
1.0
ug/L
EPA 8260E
Chromium - Total
5.14
J
1.40
10.0
ug/L
EPA 6010D
Cobalt- Total
2.54
]
1.40
10.0
ug/L
EPA 6010D
Copper- Total
330
1.60
10.0
ug/L
EPA 6010D
Lead - Total
35.1
3.10
10.0
ug/L
EPA 6010D
Nickel- Total
18.3
2.20
10.0
ug/L
EPA 6010D
Turbidity
340
D
5.0
10
NTU
SM 21308-2011
Zinc - Total
1380
4.40
10.0
ug/L
EPA 6010D
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 3 Of 4

CS NS: 0 �0
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ANALYTICAL RESULTS
Description: 6708-Leachate Lab Sample ID:CB15441-01 Received: 10/11/18 09:00
Matrix: Water Sampled:10/10/18 11:15 Work Order: CB15441
Project: Subtitle-D Landfill Leachate Sampled By: Client
(Volatile Organic Compounds
by GCMS
'
^ - ENCO Cary C"fpd arralyte (NC 5911
Analyte KAS Numberl
Results
fin
Units
DF
Ma
pQ
Batch
Method
Analyzed
ly Notes
1,1,1,2-Tetrachloroethane [630-20-6]^
0.17
U
ug/L
1
0.17
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
1,1,1-Trichloroethane [71-55-6]^
0.12
U
ug/L
1
0.12
1.0
8318047
EPA
8260B
10/19/18
19:12
MRK
1,1,2,2-Tetrachloroethane [79-34-5]^
0.28
U
ug/L
1
0.28
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
1,1,2-Trichloroethane [79-00-5]^
0.14
U
ug/L
1
0.14
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
1,1-Dichloroethane [75-34-3]^
0.13
U
ug/L
1
0.13
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
1,1-Dichloroethene [75-35-4]^
0.21
U
ug/L
1
0.21
1.0
8318047
EPA
8260E
10/19/18
19:12
MRK
1,2,3-Trichloropropane [96-18-4]^
0.23
U
ug/L
1
0.23
1.0
8318047
EPA
8260B
10/19/18
19:12
MRK
1,2-Dibromo-3-chloropropane [96-12-8]^
0.48
U
ug/L
1
0.48
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
1,2-Dibromoethane [106-93-4]^
0.66
U
ug/L
1
0.66
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
1,2-Dichlorobenzene[95-50-1]^
0.19
U
ug/L
1
0.19
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
1,2-Dichloroethane[107-06-2]^
0.21
U
ug/L
1
0.21
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
1,2-Dichloropropane [78-87-5]^
0.10
U
ug/L
1
0.10
1.0
8318047
EPA
8260E
10/19/18
19:12
MRK
1,4-Dichlorobenzene [106-46-7]^
0.95
J
ug/L
1
0.19
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
2-Butanone[78-93-3]^
1.3
U
ug/L
1
1.3
5.0
8318047
EPA
8260E
10/19/18
19:12
MRK
2-Hexanone[591-78-6]^
0.88
U
ug/L
1
0.88
5.0
8118047
EPA
8260B
10/19/18
19:12
MRK
4-Methyl-2-pentanone [108-10-1]^
1.1
U
ug/L
1
1.1
5.0
8318047
EPA
8260E
10/19/18
19:12
MRK
Acetone [67-64-1]^
29
ug/L
1
10
20
8118047
EPA
8260E
10/19/18
19:12
MRK
Acrylonitrile [107-13-1]^
3.5
U
ug/L
1
3.5
10
8118047
EPA
8260E
10/19/18
19:12
MRK
Benzene[71-43-2]^
0.15
U
ug/L
1
0.15
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
Bromochloromethane [74-97-5]^
0.48
U
ug/L
1
0.48
1.0
8318047
EPA
8260E
10/19/18
19:12
MRK
Bromodichloromethane [75-27-4]^
0.17
U
ug/L
1
0.17
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
Bromoform [75-25-2]^
0.22
U
ug/L
1
0.22
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
Bromomethane [74-83-9]^
0.14
U
ug/L
1
0.14
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
Carbon disulfide [75-15-0]^
1.5
U
ug/L
1
1.5
5.0
8118047
EPA
8260E
10/19/18
19:12
MRK
Carbon tetrachloride [56-23-5]^
0.17
U
ug/L
1
0.17
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
Chlorobenzene [308-90-7]^
0.67
J
ug/L
1
0.17
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
Chloroethane [75-00-3]^
0.23
U
ug/L
1
0.23
1.0
8318047
EPA
8260E
10/19/18
19:12
MRK
Chloroform [67-66-3]^
0.18
U
ug/L
1
0.18
1.0
8318047
EPA
8260E
10/19/18
19:12
MRK
Chloromethane [74-87-3]^
0.13
U
ug/L
1
0.13
1.0
8J18047
EPA
8260B
10/19/18
19:12
MRK
cis- 1,2-Dichloroethene [156-59-2]^
0.15
U
ug/L
1
0.15
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
cis-1'3-Dichloropropene [10061-01-5]^
0.20
U
ug/L
1
0.20
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
Dibromochloromethane [124-48-1]^
0.17
U
ug/L
1
0.17
1.0
8J18047
EPA
8260B
10/19/18
19:12
MRK
Dibromomethane [74-95-3]^
0.27
U
ug/L
1
0.27
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
Ethylbenzene[100-41-4]^
0.13
U
ug/L
1
0.13
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
Iodomethane [74-88-4]^
1.7
U
ug/L
1
1.7
5.0
8318047
EPA
8260B
10/19/18
19:12
MRK
m,p-Xylenes[108-38-3/106-42-3]^
0.17
U
ug/L
1
0.17
2.0
8118047
EPA
8260B
10/19/18
19:12
MRK
Methylene chloride [75-09-2]^
0.23
U
ug/L
1
0.23
1.0
8318047
EPA
8260B
10/19/18
19:12
MRK
o-Xylene [95-47-6]^
0.065
U
ug/L
1
0.065
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
Styrene[100-42-5]^
0.11
U
ug/L
1
0.11
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
Tetrachloroethene[127-18-4]^
0.17
U
ug/L
1
0.17
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
Toluene[108-88-3]^
0.14
U
ug/L
1
0.14
1.0
8318047
EPA
8260B
10/19/18
19:12
MRK
trans- 1,2-Dichloroethene[156-60-5]^
0.21
U
ug/L
1
0.21
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
trans- l,3-Dichloropropene[10061-02-6]^
0.15
U
ug/L
1
0.15
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
trans-1,4-Dichloro-2-butene [110-57-6]^
0.70
U
ug/L
1
0.70
1.0
8118047
EPA
8260E
10/19/18
19:12
MRK
Trichlorcethene [79-01-6]^
0.15
U
ug/L
1
0.15
1.0
8318047
EPA
8260B
10/19/18
19:12
MRK
Trichlorofluoromethane [75-69-4]^
0.24
U
ug/L
1
0.24
1.0
8118047
EPA
8260B
10/19/18
19:12
MRK
Vinyl acetate [108-05-4]^
0.95
U
ug/L
1
0.95
5.0
8118047
EPA
8260B
10/19/18
19:12
MRK
FINAL This report relates only
to the sample as received by the
laboratory,
and may only be reproduced in full.
I Page 4 Of 14

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ANALYTICAL RESULTS
Description: 6708-Leachate Lab Sample ID:CB15441-01 Received: 10/11/18 09:00
Matrix: Water Sampled:10/10/18 11:15 Work Order: CB15441
Project: Subtitle-D Landfill Leachate Sampled By: Client
Volatile Organic Compounds by GCMS
^ - ENCO Cary ce tfied analyte [NC 5911
Analyte rCAS Numberl Results Flao Units PF Mt M Batch Method Analyzed Ay Notes
Vinyl chloride [75-01-4]^ 0.32 U ug/L 1 0.32 1.0 8J18047 EPA 8260B 10/19/18 19:12 MRK
Xylenes(Total)[1330-20-7]^ 0.45 U ug/L 1 0.45 3.0 8118047 EPA 8260B 10/19/18 19:12 MRK
surmoates Resu/ts
PF
Spike L v/
% Rec
% Rec L Na
Metlrod
Ana/used
By Notes
4-Bromofluorobenzene 55
1
50.0
109 %
53-136 8118047
EPA 8260B
10/19/18 19:12
MRK
Dihromonuoromethane 46
1
50.0
95 %
67-129 8118047
EPA 8260B
1011911819:12
MRK
Toluene-d8 51
1
50.0
101 %
59-134 8118047
EPA 8260B
1011911819:12
MRK
(Metals (total recoverable) by EPA 6000/7000 Series Methods
^ - ENCO Cary C-0ed analyte [NC 5911
Analyte rCAS Numberl Results
Elm
Units
PIE
M4
EQ4
Batch
Method
Analyzed
Notes
Antimony[7440-36-0]^
3.70
UD
ug/L
10
3.70
10.0
8315039
EPA 6020E
10/18/18 16:00
CMK
Arsenic [7440-38-2]^
7.60
U
ug/L
1
7.60
10.0
8317014
EPA 6010D
10/22/18 10:20
JDH
Barium [7440-39-3]^
748
ug/L
1
1.10
10.0
8317014
EPA 6010D
10/22/18 10:20
JDH
Beryllium [7440-41-7]^
0.602
J
ug/L
1
0.160
1.00
8117014
EPA 6010D
10/22/18 10:20
JDH
Cadmium [7440-43-9]^
0.360
U
ug/L
1
0.360
1.00
8317014
EPA 6010D
10/22/18 10:20
JDH
Chromium [7440-47-3]^
5.14
J
ug/L
1
1.40
10.0
8J17014
EPA 6010D
10/22/18 10:20
JDH
Cobalt[7440-48-4]^
2.54
J
ug/L
1
1.40
10.0
8117014
EPA 6010D
10/22/18 10:20
JDH
Copper[7440-50-8]^
330
ug/L
1
1.60
10.0
8117014
EPA 6010D
10/22/18 10:20
JDH
Lead [7439-92-1]^
35.1
ug/L
1
3.10
10.0
8317014
EPA 6010D
10/22/18 10:20
JDH
Nickel[7440-02-O]^
18.3
ug/L
1
2.20
10.0
8117014
EPA 6010D
10/22/18 10:20
JDH
Selenium [7782-49-2]^
9.10
UD
ug/L
10
9.10
10.0
8115039
EPA 6020E
10/18/18 16:00
CMK
Silver[7440-22-4]^
1.90
U
ug/L
1
1.90
10.0
8317014
EPA 6010D
10/22/18 10:20
JDH
Thallium [7440-28-0]^
1.10
UD
ug/L
10
1.10
10.0
8115039
EPA 6020B
10/18/18 16:00
CMK
Vanadium [7440-62-2]^
1.40
U
ug/L
1
1.40
10.0
BJ17014
EPA 6010D
10/22/18 10:20
JDH
Zinc [7440-66-6]^
1380
ug/L
1
4.40
10.0
8317014
EPA 6010D
10/22/18 10:20
JDH
Classical Chemistry Parameters
^ - ENCO Cary celtfied analyte [NC 591]
Analyte fCAS Numberl Results
E[ag
Units
PF
MU
PQL
Batch
Method
Analyzed
@y Notes
Biochemical Oxygen Demand^
3700
ug/L
1
2000
2000
8111045
SM 5210 B-2011
10/11/18 16:02
30C B-04
Chemical Oxygen Demand^
170000
ug/L
1
10000
10000
8318003
SM 5220D-2011
10/18/18 13:02
JOC
Turbidity^
340
D
NTU
10
5.0
10
8112013
SM 213OB-2011
10/12/18 10:48
OMR
Volatile Organic Compounds by GCMS SIM Isotope Dilution
Analyte rCAS Numberl
1,4-Dioxane [123-91-1]
surrooates
Toluene-d8
Results Flag Units DF MDL RQL Batch Method Analyzed @Y Notes
16 ug/L 1 1.2 2.0 8318022 EPA 8260C 10/18/18 19:12 KKW
Resu/ts PF Spike Lv/ % Rec % Rec Limits BaAna/used 1. Notes
54 1 5.00 107 % 75-125 8JI8022 EPA 8260C 1011811819:12 KKW
FINAL
This report relates only to the sample as received by the laboratory, and may only be reproduced in full I Page 5 Of 4

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QUALITY CONTROL DATA
Volatile Organic Compounds by GCMS - Quality Control
Batch 8-718047 -EPA 5030B MS
Blank (8318047-BLKI) Prepared: 10/18/2018 20:48 Analyzed: 10/19/2018 12:50
Spike Source %REC RPD
Analvte
Result
Elsa
POL
Units Level Result %REC Limits RPD Limit
1, 1, 1,2-Tetrachloroethane
0.17
U
1.0
ug/L
1,1,1-Trichloroethane
0.12
U
1.0
ug/L
1, 1, 2,2-Tetrachloroetha ne
0.28
U
1.0
ug/L
1, 1, 2-Trichloroethane
0.14
U
1.0
ug/L
1,1-Dichloroethane
0.13
U
1.0
ug/L
1,1-Dichloroethene
0.21
U
1.0
ug/L
1,2,3-Trichloropropane
0.23
U
1.0
ug/L
1,2-Dibromo-3-chloropropane
0.48
U
1.0
ug/L
1,2-Dibromoethane
0.66
U
1.0
ug/L
1,2-Dichlorobenzene
0.19
U
1.0
ug/L
1,2-Dichloroethane
0.21
U
1.0
ug/L
1,2-Dichloropropane
0.10
U
1.0
ug/L
1,4-Dichlorobenzene
0.19
U
1.0
ug/L
2-Butanone
1.3
U
5.0
ug/L
2-Hexanone
0.88
U
5.0
ug/L
4-Methyl-2-pentanone
1.1
U
5.0
ug/L
Acetone
10
U
20
ug/L
Acrylonitrile
3.5
U
10
ug/L
Benzene
0.15
U
1.0
ug/L
Bromochloromethane
0.48
U
1.0
ug/L
Bromodichloromethane
0.17
U
1.0
ug/L
Bromoform
0.22
U
1.0
ug/L
Bromomethane
0.14
U
1.0
ug/L
Carbon disulfide
1.5
U
5.0
ug/L
Carbon tetrachloride
0.17
U
1.0
ug/L
Chlorobenzene
0.17
U
1.0
ug/L
Chloroethane
0.23
U
1.0
ug/L
Chloroform
0.18
U
1.0
ug/L
Chloromethane
0.13
U
1.0
ug/L
cis-1,2-Dichloroethene
0.15
U
1.0
ug/L
cis-1,3-Dichloropropene
0.20
U
1.0
ug/L
Dibromochloromethane
0.17
U
1.0
ug/L
Dibromomethane
0.27
U
1.0
ug/L
Ethylbenzene
0.13
U
1.0
ug/L
Iodomethane
1.7
U
5.0
ug/L
m,p-Xylenes
0.17
U
2.0
ug/L
Methylene chloride
0.23
U
1.0
ug/L
o-Xylene
0.065
U
1.0
ug/L
Styrene
0.11
U
1.0
ug/L
Tetrachloroethene
0.17
U
1.0
ug/L
Toluene
0.14
U
1.0
ug/L
trans-1,2-Dichloroethene
0.21
U
1.0
ug/L
trans-1,3-Dichloropropene
0.15
U
1.0
ug/L
trans-1,4-Dichloro-2-butene
0.70
U
1.0
ug/L
Trichloroethene
0.15
U
1.0
ug/L
Trichlorofluoromethane
0.24
U
1.0
ug/L
Vinyl acetate
0.95
U
5.0
ug/L
Vinyl chloride
0.32
U
1.0
ug/L
Xylenes (Total)
0.45
U
3.0
ug/L
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 6 Of 14

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QUALITY CONTROL DATA
Volatile Organic Compounds by GCMS - Quality Control
Batch 8118047 - EPA 5030E MS - Continued
Blank (8318047-BLK1) Continued Prepared: 10/18/2018 20:48 Analyzed: 10/19/2018 12:50
Spike Source %REC RPD
Analvte
Result Flaq POL
Units
Level Result %REC Limits RPD Lim Notes
4-8romofluorobenzene
54
u91L
50.0 109 53-136
Dibromofluoromethane
45
u91L
50.0 91 67-129
Toluene-d8
47
u91L
50.0 94 59-134
LCS (8318047-BS1)
Prepared: 10/18/2018 20:48 Analyzed: 10/19/2018 11:14
Spike
Source
%REC
RPD
Analvte
Result Elm
P9L
Units
Level
Result
%REC
Limits
RPD
Limi Notes
1,1-Dichloroethene
20
1.0
ug/L
20.0
102
75-133
Benzene
21
1.0
ug/L
20.0
104
80-134
Chlorobenzene
19
1.0
ug/L
20.0
97
80-120
Toluene
20
1.0
ug/L
20.0
100
71-120
Trichlorcethene
20
1.0
ug/L
20.0
98
74-120
4-Bromofluorobenzene
58
u91L
50.0
116
53-136
Dibromofluoromethane
44
u91L
50.0
88
67-129
Toluene-d8
50
u91L
50.0
100
59-134
Matrix Spike (8318047-MS1)
Prepared: 10/18/2018 20:48 Analyzed: 10/19/2018 11:46
Source: CB14617-02
Spike
Source
%REC
RPD
Analvte
Result Flaq
POL
Units
Level
Result
"/oREC
Limits
RPD
Limit Notes
1,1-Dichloroethene
21
1.0
ug/L
20.0
0.21 U
106
75-133
Benzene
22
1.0
ug/L
20.0
0.15 U
112
80-134
Chlorobenzene
20
1.0
ug/L
20.0
0.17 U
98
80-120
Toluene
20
1.0
ug/L
20.0
0.14 U
101
71-120
Trichloroethene
21
1.0
ug/L
20.0
0.15 U
103
74-120
4-Bromofluomben2ene
58
u91L
50.0
116
53-136
Dibromofluoromethane
45
u91L
50.0
90
67-129
Toluene-d8
50
u91L
50.0
100
59-134
Matrix Spike Dup (8318047-MSD1)
Prepared: 10/18/2018 20:48 Analyzed: 10/19/2018 12:18
Source: CB14617-02
Spike
Source
%REC
RPD
Analyte
Result Flaq
POL
Units
Level
Result
'/oREC
Limits
RPD
Limit Notes
1,1-Dichloroethene
21
1.0
ug/L
20.0
0.21 U
103
75-133
2
20
Benzene
21
1.0
ug/L
20.0
0.15 U
107
80-134
5
17
Chlorobenzene
19
1.0
ug/L
20.0
0.17 U
96
80-120
2
16
Toluene
20
1.0
ug/L
20.0
0.14 U
98
71-120
3
17
Trichloroethene
21
1.0
ug/L
20.0
0.15 U
104
74-120
0.5
22
4-Bromofiuorobemene
57
u9/L
50.0
114
53-136
Dibromofluoromethane
46
u91L
50.0
93
67-129
Toluene-d8
50
U91L
50.0
101
59-134
Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control
Batch SJ15039 - EPA 3005A
Blank (8315039-BLK1) Prepared: 10/15/2018 16:01 Analyzed: 10/18/2018 14:41
Spike Source %REC RPD
Analvte Result Flag POLL Units Level Result %REC limits RPD Limit Notes
Antimony 0.370 U 1.00 ug/L
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. Page 7 Of 4

(��eo
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QUALITY CONTROL DATA
Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control
Batch 8JI5039 - EPA 3005A - Continued
Blank (8315039-BLKi) Continued Prepared: 10/15/2018 16:01 Analyzed: 10/18/2018 14:41
Spike Source %REC RPD
Analyte Result Flag POL Units Level Result %REC Limits RPD Limit Notes
Selenium 0.910 U 1.00 ug/L
Thallium 0.110 U 1.00 ug/L
LCS (8315039-BS1) Prepared: 10/15/2018 16:01 Analyzed: 10/18/2018 14:50
Spike Source %REC
RPD
Analyte
Result Flag
Pot
Units
Level Result %REC Limits RPD
Limit Notes
Antimony
19.3
1.00
ug/L
20.0 97 80-120
Selenium
18.6
1.00
ug/L
20.0 93 80-120
Thallium
19.4
1.00
ug/L
20.0 97 80-120
Matrix Spike (831S039-MS1)
Prepared: 10/15/2018 16:01 Analyzed: 10/18/2018 14:54
Source: C815287-02
Spike Source %REC
RPD
Analvte
Result Elag
POL
Units
Level Result %REC Limits RPD
Limit Notes
Antimony
96.0
5.00
ug/L
100 1.85 U 96 75-125
Selenium
91.9
5.00
ug/L
100 4.55 U 92 75-125
Thallium
97.7
5.00
ug/L
100 0.550 U 98 75-125
Matrix Spike Dup (8315039-MSD1)
Prepared: 10/15/2018 16:01 Analyzed: 10/18/2018 14:58
Source: CB15287-02
Spike Source %REC
RPD
Analyte
Result Flag
POL
Una
Level Result %REC Limits RPD
Limit Notes
Antimony
97.6
5.00
ug/L
100 1.85 U 98 75-125 2
20
Selenium
101
5.00
ug/L
100 4.55 U 101 75-125 9
20
Thallium
98.0
5.00
ug/L
100 0.550 U 98 75-125 0.3
20
Post Spike (8315039-PS1)
Prepared: 10/15/2018 16:01 Analyzed: 10/18/2018 15:02
111
Source: CB15287-02
Analyte
Antimony
Selenium
Thallium
Batch 8J17014 - EPA 3005A
Result
20.3
20.1
20.6
Flaq
POL
1.00
1.00
1.00
Units
ug/L
ug/L
ug/L
Spike
Level
20.0
20.0
20.0
Source
Result
-0.0241
0.172
0.00378
%REC
102
100
103
%REC
Limits RPD
75-125
75-125
75-125
RPD
Limit Notes
Blank (8317014-BLK1)
Prepared: 10/17/2018 09:34 Analyzed: 10/22/2018 09:32
Spike
Source
%REC
RPD
Analyte
Result
Flaq
POL
Units
Level
Result
%REC
Limits RPD
Limit Notes
Arsenic
7.60
U
10.0
ug/L
Barium
1.10
U
10.0
ug/L
Beryllium
0.160
U
1.00
ug/L
Cadmium
0.360
U
1.00
ug/L
Chromium
1.40
U
10.0
ug/L
Cobalt
1.40
U
10.0
ug/L
Copper
1.60
U
10.0
ug/L
Lead
3.10
U
10.0
ug/L
Nickel
2.20
U
10.0
ug/L
Silver
1.90
U
10.0
ug/L
Vanadium
1.40
U
10.0
ug/L
Zinc
4.40
U
10.0
ug/L
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 8 Of 4

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QUALITY CONTROL DATA
Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control
Batch SJ17014 - EPA 3005A - Continued
LCS (8317014-BS1) Prepared: 10/17/2018 09:34 Analyzed: 10/22/2018 09:37
Spike
Source
%REC
RPD
Analvte
Result Flaq
PQL
Units
Level
Result
%REC
Limits
RPD
Limit Notes
Arsenic
204
10.0
ug/L
200
102
80-120
Barium
211
10.0
ug/L
200
106
80-120
Beryllium
20.6
1.00
ug/L
20.0
103
80-120
Cadmium
21.0
1.00
ug/L
20.0
105
80-120
Chromium
201
10.0
ug/L
200
101
80-120
Cobalt
206
10.0
ug/L
200
103
80-120
Copper
198
10.0
ug/L
200
99
80-120
Lead
213
10.0
ug/L
200
106
80-120
Nickel
205
10.0
ug/L
200
102
80-120
Silver
200
10.0
ug/L
200
100
80-120
Vanadium
196
10.0
ug/L
200
98
80-120
Zinc
213
10.0
ug/L
200
107
80-120
Matrix Spike (8317014-MS1)
Prepared: 10/17/2018
09:34 Analyzed: 10/22/2018 09:46
Source: CB15822-01
Spike
Source
%REC
RPD
Air alvte
Hesul Flan
P9l.
Units
Level
Result
%REC
Limits
RPD
Limft Notes
Arsenic
210
10.0
ug/L
200
7.60 U
105
75-125
Barium
253
10.0
ug/L
200
39.5
107
75-125
Beryllium
21.3
1.00
ug/L
20.0
0.160 U
107
75-125
Cadmium
20.8
1.00
ug/L
20.0
0.360 U
104
75-125
Chromium
210
10.0
ug/L
200
2.29
104
75-125
Cobalt
210
10.0
ug/L
200
1.40 U
105
75-125
Copper
205
10.0
ug/L
200
2.02
102
75-125
Lead
211
10.0
ug/L
200
3.10 U
105
75-125
Nickel
208
10.0
ug/L
200
2.20 U
104
75-125
Silver
206
10.0
ug/L
200
1.90 U
103
75-125
Vanadium
205
10.0
ug/L
200
1.40 U
102
75-125
Zinc
225
10.0
ug/L
200
8.38
108
75-125
Matrix Spike Dup (8317014-MSD1)
Prepared: 10/17/2018
09:34 Analyzed: 10/22/2018 09:49
Source: CB15822-01
Spike
Source
%REC
RPD
Analvte
Result Flag
PQL
Units
Level
Result
"/oREC
Limits
RPD
Limit Notes
Arsenic
197
10.0
ug/L
200
7.60 U
99
75-125
6
20
Barium
250
10.0
ug/L
200
39.5
105
75-125
1
20
Beryllium
20.9
1.00
ug/L
20.0
0.160 U
104
75-125
2
20
Cadmium
20.4
1.00
ug/L
20.0
0.360 U
102
75-125
2
20
Chromium
206
10.0
ug/L
200
2.29
102
75-125
2
20
Cobalt
209
10.0
ug/L
200
1.40 U
104
75-125
0.7
20
Copper
201
10.0
ug/L
200
2.02
100
75-125
2
20
Lead
209
10.0
ug/L
200
3.10 U
105
75-125
0.7
20
Nickel
204
10.0
ug/L
200
2.20 U
102
75-125
2
20
Silver
202
10.0
ug/L
200
1.90 U
101
75-125
2
20
Vanadium
200
10.0
ug/L
200
1.40 U
100
75-125
2
20
Zinc
220
10.0
ug/L
200
8.38
106
75-125
2
20
Post Spike (8317014-PS1)
Prepared: 10/17/2018
09:34 Analyzed: 10/22/2018 09:51
Source: CB15822-01
Spike Source %REC RPD
Analvte Result Hag PQL Units Level Result %REC Limits RPD kimmit Notes
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 9 =

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QUALITY CONTROL DATA
Metals (total recoverable) by EPA 6000/7000 Series Methods - Quality Control
Batch 8J17014 - EPA 3005A - Continued
Post Spike (8317014-PSI) Continued
Prepared: 10/17/2018 09:34 Analyzed: 10/22/2018 09:51
Source: CB15822-01
Spike
Source
%REC
RPD
Analvte
Result
Flag
POL
Units
Level
Result
o/nREC
Limits
RPD
Lim'
Notes
Arsenic
0.197
0.0100
mg/L
0.200
-0.00594
98
80-120
Barium
0.250
0.0100
mg/L
0.200
0.0395
105
80-120
Beryllium
0.0213
0.00100
mg/L
0.0200
3.51E-5
106
80-120
Cadmium
0.0204
0.00100
mg/L
0.0200
-0.000365
102
80-120
Chromium
0.208
0.0100
mg/L
0.200
0.00229
103
80-120
Cobalt
0.208
0.0100
mg/L
0.200
0.000797
103
80-120
Copper
0.206
0.0100
mg/L
0.200
0.00202
102
80-120
Lead
0.213
0.0100
mg/L
0.200
0.00295
105
80-120
Nickel
0.206
0.0100
mg/L
0.200
0.00181
102
80-120
Silver
0.239
0.0100
mg/L
0.200
0.000417
119
80-120
Vanadium
0.203
0.0100
mg/L
0.200
0.000311
101
80-120
Zinc
0.222
0.0100
mg/L
0.200
0.00838
107
80-120
Classical Chemistry Parameters - Quality Control
Batch 8JI1045 - NO PREP
Blank (8311045-BLK1)
Prepared & Analyzed: 10/11/2018 16:02
Spike
Source
%REC
RPD
Analvte
Result
Flaq
POL
Units
Level
Result
%REC
Limits
RPD
kimft
Notes
Biochemical Oxygen Demand
2000
U
2000
ug/L
LCS (8311045-BS3)
Prepared & Analyzed: 10/11/2018 16:02
Spike
Source
%REC
RPD
Analvte
Result
Flag
POL
Units
Level
Result
%REC
Limits
RPD
Limit
Notes
Biochemical Oxygen Demand
180000
2000
ug/L
198000
90
85-115
B-04
Duplicate (8311045-DUPI)
Prepared & Analyzed: 10/11/2018 16:02
Source: CB12949-01
Spike
Source
%REC
RPD
Analvte
Result
Flag
POLL
Units
Level
Result
%REC
Limits
RPD
Limit
Notes
Biochemical Oxygen Demand
260000
2000
ug/L
260000
0.8
30
B-04
Batch 8J12013 - NO PREP
Blank (8312013-BLK1)
Prepared & Analyzed: 10/12/2018 10:48
Spike
Source
%REC
RPD
Analvte
Result
Flaq
POL
Units
Level
Result
%REC
Limits
RPD
Limit
Notes
Turbidity
0.50
U
1.0
NTU
LCS (8312013-BSI)
Prepared & Analyzed: 10/12/2018 10:48
Spike
Source
%REC
RPD
Anatift
Result
Flaq
POL
Units
Level
Result
%REC
Limits
RPD
Limit
Notes
Turbidity
20
1.0
NTU
20.0
99
80-120
Duplicate (8312013-DUPl)
Prepared & Analyzed: 10/12/2018 10:48
Source: C614570-01
Spike
Source
%REC
RPD
Anah to
Result
Flag
POL
Units
Level
Result
%REC
Limits
RPD
Limit
Notes
Turbidity
0.50
U
1.0
NTU
0.50 U
25
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 10 Of 4

Ceco
www.encolabs.com
QUALITY CONTROL DATA
Classical Chemistry Parameters - Quality Control
Batch 8118003 - Same
Blank (8318003-BLK1) Prepared: 10/18/2018 09:15 Analyzed: 10/18/2018 13:02
Spike Source %REC RPD
Analyte Result Flaq POL Units Level Result %REC Limits RPD limit Notes
Chemical Oxygen Demand 10000 U 10000 ug/L
LCS (8318003-BS1) Prepared: 10/18/2018 09:15 Analyzed: 10/18/2018 13:02
Spike Source %REC
RPD
Analvte
Result Flag
Q
Units
Level Result %REC Limits RPD
Limit Notes
Chemical Oxygen Demand
500000
10000
ug/L
500000 99 90-110
Matrix Spike (8318003-MS3)
Prepared: 10/18/2018 09:15 Analyzed: 10/18/2018 13:02
Source:CB11938-01
Spike Source %REC
RPD
Analvte
Result Flag
P0—L
Uni
Level Resul %REC Limits RPD
limit Notes
Chemical Oxygen Demand
540000
10000
ug/L
526000 28000 97 90-110
Matrix Spike Dup (8318003-MSD1)
Prepared: 10/18/2018 09:15 Analyzed: 10/18/2018 13:02
Source: CB11938-01
Spike Source %REC
RPD
Analvte
Result Flau
POL
Units
Level Result %REC Limits RPD
Limit Notes
Chemical Oxygen Demand
550000
10000
ug/L
526000 28000 99 90-110 2
10
Volatile Organic Compounds by GCMS SIM Isotope Dilution - Quality Control
Batch 8118022 - EPA 5030E MS
Blank (8318022-BLK3)
Prepared: 10/18/2018 00:00 Analyzed: 10/18/2018 12:24
Spike Source %REC RPD
Analid Result Flao Q Units Level Result %REC Limits RPD Limit Notes
1,4-Dioxane 1.2 U 2.0 ug/L
Toluene-d8 5.0 ug/L 5.00 101 75-125
LCS (8318022-BS1) Prepared: 10/18/2018 00:00 Analyzed: 10/18/2018 11:16
Spike Source %REC RPD
Anal Result Fig POL Units Level Result %REC Limits RPD tinift Notes
1,4-Dioxane 25 2.0 ug/L 25.0 102 80-133
Toluene-d8 5.0 ug/L 5.00 101 75-125
LCS Dup (8318022-BSD1) Prepared: 10/18/2018 00:00 Analyzed: 10/18/2018 11:49
Analvte
1,4-Dioxane
Toluene-d8
Spike Source
Result Flaq POL Units Level Result
26 2.0 ug/L 25.0
5.1 ug/L 5.00
%REC RPD
%REC Limits RPD Limit Notes
106 80-133 4 19 QM-10
101 75-125 QM-10
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 11 Of 14

(N�Go
www.encolabs.com
FLAGS/NOTES AND DEFINITIONS
B The analyte was detected in the associated method blank.
D The sample was analyzed at dilution.
J The reported value is between the laboratory method detection limit (MDL) and the laboratory method
reporting limit (MRL), adjusted for actual sample preparation data and moisture content, where applicable.
U The analyte was analyzed for but not detected to the level shown, adjusted for actual sample preparation
data and moisture content, where applicable.
E The concentration indicated for this analyte is an estimated value above the calibration range of the
instrument. This value is considered an estimate.
MRL Method Reporting Limit. The MRL is roughly equivalent to the practical quantitation limit (PQL) and is
based on the low point of the calibration curve, when applicable, sample preparation factor, dilution
factor, and, in the case of soil samples, moisture content.
PQL PQL: Practical Quantitation Limit. The PQL presented is the laboratory MRL.
N The analysis indicates the presence of an analyte for which there is presumptive evidence (85% or greater
confidence) to make a "tentative identification".
P Greater than 25% concentration difference was observed between the primary and secondary GC column.
The lower concentration is reported.
B-04 The average DO uptake of the seeded controls does not meet the method required 0.6 - 1.0
mg/L.
QM-10 LCS/LCSD were analyzed in place of MS/MSD.
FINAL This report relates only to the sample as received by the laboratory, and may only be reproduced in full. I Page 12 Of 14

!� ENVIRONMENTAL CONSERVATION LABORATORIES CHAIN -OFT -CUSTODY RECORD www.encolabs.com
10775 Central Port or 4810 Executive Park Court, Suite 111 102-A Woodwinds Industrial Ctlei \1k: .
Orlando, FL 32824 Jacksonville, FL 32216-6069 Cary, NC 27511
[phone] Fax [phone] [phone] Fax [phone] [phone] Fax [phone] Page Of
Client Name
AH Environmental Consultants (AH001)
Project Number
(none]
--
Requested
Analyses
Requested Turnaround
Times
Note Rush requests subject to
acceptance by the facility
_ Standard
_ Expedited
Due
o
2
U
$
_o
ys
co
n
ki
i
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Q
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7
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LO
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- —
Address
11837 Rock Landing Drive, Suite 300
Project NamefDesc
SubtitleDIandfill Le: chate
City/STlZip
N(rwMrt News, VA 23606
PO N / Billing Into
Tel
[phone]
Fax
(757) 8734952
Reporting Contact
Man Reed
Sampler(s) Name, Afffltation (Print)
Billln Contact
Glatt Reed¢
Samplers) Signeture
Site Location / Time Zone
Lab Workorder
CB 15441
Preservation
(Sea
Codes)
(Combine
as necessary)
flem n
Semple ID (Field Identification)
Collection Qate
Colterhon
Tlma
-omp Grah
Matrix
(see codesi
Total a of
Containers
Sample Comments
lg7Q$-Lie
WA
10
X
X
X
X
i
I
-i-
i
-
I
< Total # of Containers ,
Sample Kit Prepared By
Relinquished By
Dater rim
o rd�gQ
R e B V
r
Dat ,m
�. r(iP-q 00
ntv Special ReWin'gRequirements
Helinctlished 111
Dale/Time
Received By
Daie.ITime
Relinquished By
Deteff ime
Received By
Daterrime
(C)
O
W
O0
Cooler Temps(on Receipt
"
Condition Upon Receipt
c,
Acceptable Unacceptabl©
GW-Groundwater SO -Soil DW-Dnnkmg Water SE -Sediment SW -Surface Water WW-Wastewaler A -Air O.Other (dated in comments) Preservation: I -Ice H-HCI N-HNO3 S-H2SO4 NO-NaOH O-Other (detail in comments)
Note All samples submitted to ENCO Labs are In accordance with the terms and conditions listed on the reverse of this form, unless print writtan agreements exist

Sample Preservation Verification �.
ENCO Cary
Work Order: CB15441 Project: Subtitle-D Landfill Leachate
Client: AH Environmental Consultants (AH001) Project #: [none]
Logged In: 11-Oct-18 09.52 Logged By: Rachel Ann Yonish
Preservation Check Performed By: � DateTme: t 1 � � 1 byzo o
CIS15441-01
Reagent Name ID
1
2
pH Strip ID:
PH Strips C710820
C:\elmnt\Prix,,..,.._,
Reagent Name ID
3
4
Rea ent Name ID
5
6
Page 14 of 14
age I ot 1

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

envirochem
(SMi
ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, 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, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
[e-mail]
USMC Camp Lejeune
Date of Report: Apr 08, 2019
G-F/EMD/ECB -12 Post Lane
Customer PO #:
Camp Lejeune NC 28547
Customer ID: 12060026
Attention: Alberta Y. Okamoto
Report #: 2019-04457
Project ID: Camp Lejeune MCB
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
19-11310 Site: windrow # 1
3/13/2019
9:00 AM Solid/Sludge Greg Meadows
Test
Method
Results Date Analyzed
Nitrate Nitrogen (calc)
Nitrite Nitrogen
EPA 353.2
9.62.24 mg/kg
03/26/2019
Nitrate Nitrogen
Subtraction Method
<0.005 mg/kg
04/04/2019
Sludge Residuals
Aluminum
EPA 200.7
1890 mg/kg
03/27/2019
Arsenic
EPA 200.7
<6.07 mg/kg
03/27/2019
Cadmium
EPA 200.7
<3.62 mg/kg
03/28/2019
Calcium
EPA 200.7
20700mg/kg
03/22/2019
Chromium
EPA 2007
5.72 mg/kg
03/28/2019
Copper
EPA 200.7
23.6 mg/kg
03/28/2019
Lead
EPA 200.7
15.8 mg/kg
03/28/2019
Magnesium
EPA 2007
1830 mg/kg
03/22/2019
Molybdenum
EPA 200.7
<3.62 mg/kg
03/28/2019
Nickel
EPA 200.7
<3.62 mg/kg
03/28/2019
Potassium
EPA 200.7
3710 mg/kg
03/22/2019
Selenium
EPA 200.7
<3.62 mg/kg
03/28/2019
Sodium
EPA 200.7
303 mg/kg
03/22/2019
Zinc
EPA 200.7
134 mg/kg
03/27/2019
Nitrate+Nitrite-Nitrogen
EPA353.2
6.51 mg/kg
04/02/2019
Total Solids (%)
SM 2540 B
40.9 %
03/20/2019
Ammonia Nitrogen
SM 4500 NH3 C
93.20 mg/kg
03/28/2019
Total Kjeldahl Nitrogen (TKN)
SM 4500 Org B
11100 mg/kg
03/28/2019
Total Phosphorus
SM 4500 P F
93.6 mg/kg
04/03/2019
pH
SW 846 Method 9045D
7.06 units
03/20/2019
Mercury
SW8467471B
<0.066mg/kg
03/26/2019
Total Nitrogen (calc)
Report #:: 2019-04457 Page 1 of 2

o ---77 Environmental Chemists, Inc.
• 6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252,473,5702 Lab/Fax
SM 255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS info(�environnlentalchemists.com
USMC Camp Lejeune Date of Report: Apr 08, 2019
G-F/EMD/ECB -12 Post Lane Customer PO #:
Camp Lejeune NC 28547 Customer ID: 12060026
Attention: Alberta Y. Okamoto Report #: 2019-04457
Project ID: Camp Lejeune MCB
Total Nitrogen Total Nitrogen 11100 mg/kg 04/04/2019
Comment: Results, except pH,reported on a dry weight basis. pH reported on an as received basis.
1
Reviewed by:
Report #:: 2019-04457 Page 2 of 2

- • - ENVIRONMENTAL CHEMISTS, INC
Analytical & Consulting Chemists NCDENR: DWQ CERTIFICATION # 94 NCDHHS: DLS CERTIFICATION # 37729
COLLECTION AND CHAIN OF CUSTODY
6602 Windmill Way Wilmington, NC 28405
OFFICE: 910-392-0223 FAX [phone]
[e-mail]
CLIENT: Commanding General
PROJECT NAME: Camp Lejeune MCB
REPORT NO:
ADDRESS: G-F/EMD/EQB/Environmental Lab
CONTACT NAME: Alberta Y. Okamoto
PO NO:
12 Post Lane
REPORT TO: -P ,�r �(vs
PHONE/FAX: [phone] (fax) 910-451-7195
Cam Lejeune NC 28547
COPY TO.
me MO
email: timothybollingerCusmcmil robenalowderausmami
Sampled By: L Cx 't. #- ? ` W j SAMPLE TYPE: I = Influent, E = Effluent, W = Well, ST = Stream, SO = Soil, SL = Sludge, Other:
Sample Identification
Collecti7Temp
a
E a
q
E `o T
c
c `o
o a
c
o
L
o Uj
a
z
PRESERVATION
ANALYSIS REQUESTED
Date
Time
i
o
Z
-
o
_
o
z
=
so
a
zo
p
=
W� rd rov✓ � �
13.IR
b6jooSO
C
P
l 3 i�
X
I
Chromium, Copper, Lead,
G
G
C
P
ercury, o y enum,
Nickel, Selenium, :Zinc,
G
G
C
P
Arsenic, -Cadmium, Ammonia
_
G
G
C
P
'
Nitrate -Nitrite, Total
G
G
_
C
P
Nitrogen Calculations,
G
G
C
P
Sludge 1
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
Transfer
Relinquished By: DateMme
Received By:
Date(Time
1.
a M--•
2.
t
)
Temperature w n,RQceivedc Accepted: I Rej�cie : Resample Requgsted:_
Delivered By: ° Received i3y: Date' i
Comments: TURNAROUND:
Time: r C'

CLIENT: Commanding General
G-F/EMD/ECB/Enviromental Lab
12 Post Lane
Camp Lejeune, NC 28547
Attn: Alberta Y. Okamoto
(910) 451 - 0020
Collected by:
Signature:
Date Collected:
•'
Time Collected:
0 C C
Location of sample:
�
Comp/Grab:
Composite
Number of Containers:
1
Analyses Requested:
Fecal, Total Solids, Foreign Matter, Inerts.
Metals, Total Nitrogen, TKN, NO2-NO3
Was sample dechlorinated?
n/a
Preservation:
None
Regulatory Sample:
Yes
Field H: .
Comments:
Relinquished b :
Date
Time
Received by:
Date
Time

MCB CAMLEJ ELS - COMPOST ANALYSIS - PERMIT NO. 6710
DATE COLLECTED: -3 13 • .1 TIME COLLECTED: 0 -7 0 COLLECTED BY
DATE RECEIVED: 3.13-11 TIME RECEIVED: 0-7i1 RECEIVED BY:
to-AA44�5
TOTAL SOLIDS ANALYSIS - METHOD SM 2540 B 3.2011
DATED ANALYZED: 3. I' I -I ANALYST: BALANCE CHECK
TIME IN OVEN: D to Li S TIME OUT OVEN: 9 3 a NOMINAL VALUE: 100.0
OVEN TEMP: J b3 - °C OVEN TEMP: I b 3 • D •C TRUE VALUE: q 9- 1749 c)
A
B
C
D
E
F
SAMPLE ID
WT OF DISH
T OF DISH+WET
WT
WT OF DISH+DRY
SOLIDS
SAMPLE WT
TOTAL SOLIDS
WEIGHT
%TOTAL
SOLIDS
I
I
I '
[B-AlC-A]
[&V X 100
fZ I
-73.tcr' If
i S l -7
g`i
.2S
It, %-r 9
y3.g 7
FOREIGN MATTER / INERT MANMADE MATERIALS
DATED ANALYZED: 3 1 `-i • IT DATE OUT OVEN: 3 IS. r I ANALYST:
TIME IN OVEN: D i D L TIME OUT OVEN: D (o 30 SAL CK NOMINAL VAL I DO O
OVEN TEMP: I 0 3. 5' °C OVEN TEMP: i o 3 °C SAL CK TRUE VALUE: `� 9 `� `�
t; 3
B
C
SAMPLE ID
WT OF SAMPLE
WT OF FOREIGN
MATTER
% FOREIGN
MATTER
TYPES OF MATERIALS IDENTIFIED
B/A X 100
100 0
+ S 1 I
0 cry tw r 1 04 .S Yo Ck-
A B r
SAMPLE 10
WT OF SAMPLE
WT OF MANMADE
INERTS
% MANMADE
INERTS
TYPES OF MATERIALS IDENTIFIED
BIA X 100
V`1eAt
l CID, C,
r
n a-t5 'f �wr+i
METALSITOT N ANALYSIS: DATE SAMPLE SHIPPED: 3 - I I I 1 TO: V�veLL�tty�-
FORM UPDATED MARCH 2019 CHECKED BY

DATE COLLECTED: 3 i 3
TIME COLLECTED: D 9 015
COLLECTED BY: (h , AAtAAD-,jS
METHOD: SM 9221C E-2006
COMPOST REGROWTH ANALYSIS
FECAL COLIFORM (MPN)
DATE RECEIVED: '3. (q.19
TIME RECEIVED: o 929
RECEIVED BY: L&
PERMIT NO. 6710
DATE ANALYZED: 13 .1 11
TIME ANALYZED: I'D `i S
ANALYZED BY: IL*
SAMPLE
3 HRS AT 35 + 0.51C IN INCUBATOR
21+2 HRS AT 44.5 + 0.2°C IN INCUBATOR
COMB. OF
POSITIVES
MPN INDEX
VALUE
MPN t mL'
LOCATION
10 mL
1 mL
0.10 mL
0,010 mL
10 mL
1 mL
0.10 mL
0.010 mL
/5
D 15
Q 15
0 15
15
S 15
O 15
® 15
6-5-0
23 egg
2 �D
DUP
I D 15
1
1
15
DATE IN:
TIME IN:
TEMP:
DATE IN:
TIME IN:
TEMP:
3 HOURS AT 35 + 0.51C IN INCUBATOR
DATE OUT: • ! 3 ,) `j
TIME OUT: t 1 + fl
TEMP. 3 S `p •C
21 + 2 HOURS AT 44.5 + 0.2°C IN WATER BATH
3 - 13 . I `1 DATE OUT: 1. 1 y • 11
14 o 4 TIME OUT: 4 I D 5
HH •5 •C TEMP: qy.5 •C
CONTROLS:
POSITIVE
NEGATIVE
BLANK
SS A-1 BROTH
DS A-1 BROTH
p
N
N
MPN / mL' = MPN Index Value
Largest Sample Volume
(from comb. of positives)
MPN/GRAM'
5.5
% TOTAL SOLIDS
L}3.�1
MPN/GRAMZ = MPN / mL
% Total Solids
(expressed as a decimal)
CHECKED BY: L ,
COPY MADE:
FORM UPDATED MARCH 2O19

Attachment F.14c ONWASA Wastewater Analytical Results
1 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Composite
1701005-01
WW
1/3/2017 8:00
Total Nitrogen Calc
Total Nitrogen
45.6
5.25
mg/L
PG Influent Composite
1701005-01
WW
1/3/2017 8:00
BOD
Biological Oxygen Demand
251
2.00
mg/L
PG Influent Composite
1701005-01
WW
1/3/2017 8:00
COD
Chemical Oxygen Demand
770
20.0
mg/L
PG Influent Composite
1701005-01
WW
1/3/2017 8:00
Field Temp
Temperature
18.7
0.00
deg C
PG Influent Composite
1701005-01
WW
1/3/2017 8:00
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
1701005-01
WW
1/3/2017 8:00
P Seal
Total Phosphorus
7.39
0.0500
mg/L
PG Influent Composite
1701005-01
WW
1/3/2017 8:00
TKN Hach 10242
Total Kjeldahl Nitrogen
45.6
5.00
mg/L
PG Influent Composite
1701005-01
WW
1/3/2017 8:00
TSS
Total Suspended Solids
334
2.50
mg/L
PG Influent Grab
1701005-02
WW
1/3/2017 8:00
Field Temp
Temperature
20.7
0.00
deg C
PG Influent Grab
1701005-02
WW
1/3/2017 8:00
Oil & Grease
Oil and Grease
29
0
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Total Nitrogen Calc
Total Nitrogen
34.6
5.25
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
BOD
Biological Oxygen Demand
248
2.00
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
P Seal
Total Phosphorus
4.83
0.0500
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
TSS
Total Suspended Solids
251
2.50
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
COD
Chemical Oxygen Demand
483
20.0
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
TKN Hach 10242
Total Kjeldahl Nitrogen
34.6
5.00
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Field Temp
Temperature
4.00
0.00
deg C
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
As 200.7
Arsenic
< 0.01
0.01
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Zn 200.7
Zinc
0.318
0
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Ni 200.7
Nickel
< 0.01
0
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Hg 245.1
Mercury
< 0.0002
0.0002
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Cu 200.7
Copper
0.03
0.015
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Cr 200.7
Chromium
< 0.01
0
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Ag 200.7
Silver
< 0.01
0
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Cd 200.7
Cadmium
< 0.01
0
mg/L
PG Influent Composite
1702001-01
WW
1/10/2017 8:49
Pb 200.7
Lead
< 0.01
mg/L
PG Influent Grab
1702001-02
WW
1/10/2017 8:49
Field Temp
Temperature
4.00
0.00
deg C
PG Influent Grab
1702001-02
WW
1/10/2017 8:49
Oil & Grease
Oil and Grease
< 5
0
m /L
PG Influent Grab
1702001-02
WW
1/10/2017 8:49
Cn- 335.4
Cyanide
< 0.005
0.005
mg/L
PG Influent Composite
1703010-01
WW
1/17/2017 8:36
Total Nitrogen Calc
Total Nitrogen
40.0
5.25
mg/L
PG Influent Composite
1703010-01
WW
1/17/2017 8:36
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
1703010-01
WW
1/17/2017 8:36
TSS
Total Suspended Solids
123
2.50
mg/L
PG Influent Composite
1703010-01
WW
1/17/2017 8:36
BOD
Biological Oxygen Demand
178
2.00
mg/L
PG Influent Composite
1703010-01
WW
1/17/2017 8:36
COD
Chemical Oxygen Demand
487
20.0
mg/L
PG Influent Composite
1703010-01
WW
1/17/2017 8:36
Field Temp
Temperature
16.3
0.00
deg C
PG Influent Composite
1703010-01
WW
1/17/2017 8:36
TKN Hach 10242
Total Kjeldahl Nitrogen
40.0
5.00
mg/L
PG Influent Composite
1703010-01
WW
1/17/2017 8:36
P Seal
Total Phosphorus
5.71
0.0500
mg/L
PG Influent Grab
1703010-02
WW
1/17/2017 8:36
Field Temp
Temperature
16.3
0.00
deg C
PG Influent Grab
1703010-02
WW
1/17/2017 8:36
Oil & Grease
Oil and Grease
32
0
mg/L
PG Influent Composite
1704032-01
WW
1/24/2017 8:38
Total Nitrogen Calc
Total Nitrogen
33.6
5.25
mg/L
Onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

2 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Composite
1704032-01
WW
1/24/2017 8:38
COD
Chemical Oxygen Demand
227
20.0
mg/L
PG Influent Composite
1704032-01
WW
1/24/2017 8:38
Field Temp
Temperature
18.0
0.00
deg C
PG Influent Composite
1704032-01
WW
1/24/2017 8:38
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
1704032-01
WW
1/24/2017 8:38
P Seal
Total Phosphorus
3.84
0.0500
mg/L
PG Influent Composite
1704032-01
WW
1/24/2017 8:38
TKN Hach 10242
Total Kjeldahl Nitrogen
33.6
5.00
mg/L
PG Influent Composite
1704032-01
WW
1/24/2017 8:38
BOD
Biological Oxygen Demand
73.4
2.00
mg/L
PG Influent Composite
1704032-01
WW
1/24/2017 8:38
TSS
Total Suspended Solids
42.5
2.50
mg/L
PG Influent Grab
1704032-02
WW
1/24/2017 8:38
Field Temp
Temperature
18.6
0.00
deg C
PG Influent Grab
1704032-02
WW
1/24/2017 8:38
Oil & Grease
Oil and Grease
25
0
mg/L
PG Influent Composite
1705031-01
WW
1/31/2017 8:33
Total Nitrogen Calc
Total Nitrogen
40.2
5.25
mg/L
PG Influent Composite
1705031-01
WW
1/31/2017 8:33
Field Temp
Temperature
12.3
0.00
deg C
PG Influent Composite
1705031-01
WW
1/31/2017 8:33
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
1705031-01
WW
1/31/2017 8:33
P Seal
Total Phosphorus
5.10
0.0500
mg/L
PG Influent Composite
1705031-01
WW
1/31/2017 8:33
TSS
Total Suspended Solids
136
2.50
mg/L
PG Influent Composite
1705031-01
WW
1/31/2017 8:33
COD
Chemical Oxygen Demand
354
20.0
mg/L
PG Influent Composite
1705031-01
WW
1/31/2017 8:33
BOD
Biological Oxygen Demand
142
2.00
mg/L
PG Influent Composite
1705031-01
WW
1/31/2017 8:33
TKN Hach 10242
Total Kjeldahl Nitrogen
40.2
5.00
mg/L
PG Influent Grab
1705031-02
WW
1/31/2017 8:33
Field Temp
Temperature
18.5
0.00
deg C
PG Influent Grab
1705031-02
WW
1/31/2017 8:33
Oil & Grease
Oil and Grease
13
0
mg/L
PG Influent Composite
1706022-01
WW
2/7/2017 8:41
Total Nitrogen Calc
Total Nitrogen
38.4
5.25
mg/L
PG Influent Composite
1706022-01
WW
2/7/2017 8:41
BOD
Biological Oxygen Demand
121
2.00
mg/L
PG Influent Composite
1706022-01
WW
2/7/2017 8:41
TSS
Total Suspended Solids
105
2.50
mg/L
PG Influent Composite
1706022-01
WW
2/7/2017 8:41
TKN Hach 10242
Total Kjeldahl Nitrogen
38.4
5.00
mg/L
PG Influent Composite
1706022-01
WW
2/7/2017 8:41
P Seal
Total Phosphorus
5.02
0.0500
mg/L
PG Influent Composite
1706022-01
WW
2/7/2017 8:41
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
1706022-01
WW
2/7/2017 8:41
COD
Chemical Oxygen Demand
336
20.0
mg/L
PG Influent Composite
1706022-01
WW
2/7/2017 8:41
Field Temp
Temperature
16.2
0.00
deg C
PG Influent Grab
1706022-02
WW
2/7/2017 8:41
Field Temp
Temperature
18.4
0.00
deg C
PG Influent Grab
1706022-02
WW
2/7/2017 8:41
Oil & Grease
Oil and Grease
22
0
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Total Nitrogen Calc
Total Nitrogen
41.2
5.25
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
COD
Chemical Oxygen Demand
357
20.0
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Anions 300.1
Nitrate
ND
1.00
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
P Seal
Total Phosphorus
5.39
0.0500
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
TKN Hach 10242
Total Kjeldahl Nitrogen
41.2
5.00
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
TSS
Total Suspended Solids
120
2.50
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Field Temp
Temperature
4.00
0.00
deg C
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Cations 300.1
Ammonium
47.3
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
BOD
Biological Oxygen Demand
135
2.00
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Anions 300.1
Nitrite
0.304
0.100
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Cations 300.1
Calcium
76.7
1
mg/L
Onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

3 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Anions 300.1
Bromide
ND
0.100
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Cations 300.1
Magnesium
2.30
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Anions 300.1
Chloride
36.6
1.00
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Cations 300.1
Potassium
8.49
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Cations 300.1
Sodium
75.0
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Anions 300.1
Chlorite
ND
0.100
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Anions 300.1
Fluoride
0.581
0.100
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Anions 300.1
Sulfate
14.7
1.00
mg/L
PG Influent Composite
1707024-01
WW
2/14/2017 0:00
Anions 300.1
Phosphate - P
2.62
0.100
mg/L
PG Influent Composite
1707024-01RE1
WW
2/14/2017 0:00
Total Nitrogen Calc
Total Nitrogen
ND
0.250
mg/L
PG Influent Composite
1707024-01RE1
WW
2/14/2017 0:00
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Grab
1707024-02
WW
2/14/2017 0:00
Field Temp
Temperature
4.00
0.00
deg C
PG Influent Grab
1707024-02
WW
2/14/2017 0:00
Oil & Grease
Oil and Grease
29
0
mg/L
PG Influent Composite
L170804-01
WW
2/21/2017 8:43
Total Nitrogen Calc
Total Nitrogen
36.4
5.25
mg/L
PG Influent Composite
L170804-01
WW
2/21/2017 8:43
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
L170804-01
WW
2/21/2017 8:43
BOD
Biological Oxygen Demand
114
2.00
mg/L
PG Influent Composite
L170804-01
WW
2/21/2017 8:43
COD
Chemical Oxygen Demand
285
20.0
mg/L
PG Influent Composite
L170804-01
WW
2/21/2017 8:43
TKN Hach 10242
Total Kjeldahl Nitrogen
36.4
5.00
mg/L
PG Influent Composite
L170804-01
WW
2/21/2017 8:43
TSS
Total Suspended Solids
96.0
2.50
mg/L
PG Influent Composite
L170804-01
WW
2/21/2017 8:43
P Seal
Total Phosphorus
4.28
0.0500
mg/L
PG Influent Composite
L170804-01
WW
2/21/2017 8:43
Field Temp
Temperature
17.7
0.00
deg C
PG Influent Grab
L170804-02
WW
2/21/2017 8:43
Field Temp
Temperature
18.4
0.00
deg C
PG Influent Grab
L170804-02
WW
2/21/2017 8:43
Oil & Grease
Oil and Grease
21
0
mg/L
PG Influent Composite
L170903-01
WW
2/28/2017 8:37
Total Nitrogen Calc
Total Nitrogen
47.5
5.25
mg/L
PG Influent Composite
L170903-01
WW
2/28/2017 8:37
BOD
Biological Oxygen Demand
199
2.00
mg/L
PG Influent Composite
L170903-01
WW
2/28/2017 8:37
Field Temp
Temperature
20.4
0.00
deg C
PG Influent Composite
L170903-01
WW
2/28/2017 8:37
TSS
Total Suspended Solids
198
2.50
mg/L
PG Influent Composite
L170903-01
WW
2/28/2017 8:37
COD
Chemical Oxygen Demand
590
20.0
mg/L
PG Influent Composite
L170903-01
WW
2/28/2017 8:37
TKN Hach 10242
Total Kjeldahl Nitrogen
47.5
5.00
mg/L
PG Influent Composite
L170903-01
WW
2/28/2017 8:37
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
L170903-01
WW
2/28/2017 8:37
P Seal
Total Phosphorus
6.60
0.0500
mg/L
PG Influent Grab
L170903-02
WW
2/28/2017 8:37
Field Temp
Temperature
19.3
0.00
deg C
PG Influent Grab
L170903-02
WW
2/28/2017 8:37
Oil & Grease
Oil and Grease
18
0
mg/L
PG Influent Grab
L170916-01
WW
2/28/2017 8:38
Field Temp
Temperature
19.3
0.00
deg C
PG Influent Grab
L170916-01
WW
2/28/2017 8:38
Field Sulfide
Sulfide
0.660
0.0500
mg/L
Frerichs Creek WWTF
L170916-02
WW
2/28/2017 9:42
Field Sulfide
Sulfide
4.37
0.0500
mg/L
Frerichs Creek WWTF
L170916-02
WW
2/28/2017 9:42
Field Temp
Temperature
ND
0.00
deg C
PG Influent Composite
L171002-01
WW
3/7/2017 8:32
Total Nitrogen Calc
Total Nitrogen
43.4
5.25
mg/L
PG Influent Composite
L171002-01
WW
3/7/2017 8:32
P Seal
Total Phosphorus
5.97
0.100
mg/L
PG Influent Composite
L171002-01
WW
3/7/2017 8:32
TKN Hach 10242
Total Kjeldahl Nitrogen
43.4
5.00
mg/L
PG Influent Composite
L171002-01
WW
3/7/2017 8:32
COD
I Chemical Oxygen Demand
584
20.0
mg/L
onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

4 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Composite
L171002-01
WW
3/7/2017 8:32
BOD
Biological Oxygen Demand
203
2.00
mg/L
PG Influent Composite
L171002-01
WW
3/7/2017 8:32
Field Temp
Temperature
17.3
0.00
deg C
PG Influent Composite
L171002-01
WW
3/7/2017 8:32
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
L171002-01
WW
3/7/2017 8:32
TSS
Total Suspended Solids
300
2.50
mg/L
PG Influent Grab
L171002-02
WW
1 3/7/2017 8:32
Field Temp
Temperature
14.3
0.00
deg C
PG Influent Grab
L171002-02
WW
3/7/2017 8:32
Oil & Grease
Oil and Grease
22
0
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Total Nitrogen Calc
Total Nitrogen
39.3
5.25
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Field Temp
Temperature
18.5
0.00
deg C
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Anions 300.1
Nitrate
ND
1.00
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
TSS
Total Suspended Solids
92.0
2.50
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
TKN Hach 10242
Total Kjeldahl Nitrogen
39.3
5.00
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
COD
Chemical Oxygen Demand
343
20.0
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Cations 300.1
Ammonium
39.3
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
BOD
Biological Oxygen Demand
134
2.00
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
P Seal
Total Phosphorus
5.35
0.100
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Cations 300.1
Calcium
72.9
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Anions 300.1
Nitrite
ND
0.100
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Anions 300.1
Bromide
ND
0.100
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Cations 300.1
Magnesium
2.23
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Cations 300.1
Potassium
11.0
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Anions 300.1
Chloride
46.4
1.00
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Cations 300.1
Sodium
90.7
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Anions 300.1
Chlorite
0.104
0.100
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Anions 300.1
Fluoride
0.396
0.100
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Anions 300.1
Sulfate
12.9
1.00
mg/L
PG Influent Composite
L171103-01
WW
3/14/2017 8:40
Anions 300.1
Phosphate - P
3.57
0.100
mg/L
PG Influent Grab
L171103-02
WW
3/14/2017 8:40
Field Temp
Temperature
18.5
0.00
deg C
PG Influent Grab
L171103-02
WW
3/14/2017 8:40
Oil & Grease
Oil and Grease
34
0
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Total Nitrogen Calc
Total Nitrogen
88.0
10.2
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
P Seal
Total Phosphorus
15.3
0.100
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
NO3+NO2 Seal
Nitrate+Nitrite-Nitrogen
ND
0.250
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Anions 300.1
Nitrate
ND
1.00
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
COD
Chemical Oxygen Demand
758
20.0
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
TKN Hach 10242
Total Kjeldahl Nitrogen
88.0
10.0
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Field Temp
Temperature
10.0
0.00
deg C
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Cations 300.1
Ammonium
17.5
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
TSS
Total Suspended Solids
2270
2.50
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
BOD
Biological Oxygen Demand
636
2.00
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Cations 300.1
Calcium
10.6
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Anions 300.1
Nitrite
0.229
0.100 1
mg/L
Onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

5 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Anions 300.1
Bromide
ND
0.100
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Cations 300.1
Magnesium
0.716
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Cations 300.1
Potassium
3.29
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Anions 300.1
Chloride
40.7
1.00
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Anions 300.1
Chlorite
0.422
0.100
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Cations 300.1
Sodium
20.5
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Anions 300.1
Fluoride
0.458
0.100
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Anions 300.1
Sulfate
7.85
1.00
mg/L
PG Influent Composite
L171207-01
WW
3/21/2017 8:39
Anions 300.1
Phosphate - P
S.67
0.100
mg/L
PG Influent Grab
L171207-02
WW
3/21/2017 8:39
Field Temp
Temperature
10.0
0.00
deg C
PG Influent Grab
L171207-02
WW
3/21/2017 8:39
Oil & Grease
Oil and Grease
179
0
mg/L
PG Influent Grab
L171301-02
WW
3/28/2017 8:48
Field Temp
Temperature
21.6
0.00
deg C
PG Influent Grab
L171301-02
WW
3/28/2017 8:48
Oil & Grease
Oil and Grease
49
0
mg/L
PG Influent Grab
L171415-01
WW
4/4/2017 8:30
Oil & Grease
Oil and Grease
20
0
mg/L
Hunter's Creek PS
L171512-01
WW
4/12/2017 8:41
Field Temp
Temperature
19.8
0.00
deg C
Hunter's Creek PS
L171512-01
WW
4/12/2017 8:41
Field pH
pH
7.51
0.100
su
Piney Green PS
L171512-02
WW
4/12/2017 9:03
Field Temp
Temperature
18.8
0.00
deg C
Piney Green PS
L171512-02
WW
4/12/2017 9:03
Field pH
pH
7.55
0.100
su
Frenchs Creek HW
L171512-03
WW
4/12/2017 9:37
Field pH
pH
7.12
0.100
su
Frenchs Creek HW
L171512-03
WW
4/12/2017 9:37
Field Temp
Temperature
17.9
0.00
deg C
PG Influent Grab
L171515-01
WW
4/11/2017 8:30
Oil & Grease
Oil and Grease
9
0
mg/L
PG Influent Grab
L171614-01
WW
4/18/2017 8:30
Field Temp
Temperature
20.0
0.00
deg C
PG Influent Grab
L171614-01
WW
4/18/2017 8:30
Oil & Grease
Oil and Grease
20
0
mg/L
PG Influent Grab
L171706-01
WW
4/25/2017 8:30
Field Temp
Temperature
20.0
0.00
deg C
PG Influent Grab
L171706-01
WW
4/25/2017 8:30
Oil & Grease
Oil and Grease
19
0
mg/L
PG Influent Grab
L171813-01
WW
5/2/2017 8:30
Field Temp
Temperature
20.0
0.00
deg C
PG Influent Grab
L171813-01
WW
5/2/2017 8:30
Oil & Grease
Oil and Grease
16
5
mg/L
PG Influent Grab
L171907-01
WW
5/9/2017 8:40
Field Temp
Temperature
21.2
0.00
deg C
PG Influent Grab
L171907-01
WW
5/9/2017 8:40
Oil & Grease
Oil and Grease
18
5
mg/L
PG Influent Grab
L172005-01
WW
5/16/2017 8:45
Field Temp
Temperature
21.9
0.00
deg C
PG Influent Grab
L172005-01
WW
S/16/2017 8:45
Oil & Grease
Oil and Grease
14
5
mg/L
PG Influent Grab
L172102-01
WW
5/23/2017 8:50
Field Temp
Temperature
22.7
0.00
1 deg C
PG Influent Grab
L172102-01
WW
5/23/2017 8:50
Oil & Grease
Oil and Grease
23
5
mg/L
PG Influent Grab
L172405-01
WW
6/13/2017 8:45
Field Temp
Temperature
23.1
0.00
deg C
PG Influent Grab
L172405-01
WW
6/13/2017 8:45
Oil & Grease
Oil and Grease
22
0
mg/L
PG Influent Grab
L172503-01
WW
6/20/2017 0:00
Field Temp
Temperature
24.6
0.00
deg C
PG Influent Grab
L172503-01
WW
6/20/2017 0:00
Oil & Grease
Oil and Grease
12
0
mg/L
PG Influent Grab
L172603-01
WW
6/27/2017 9:00
Field Temp
Temperature
25.0
0.00
deg C
PG Influent Grab
L172603-01
WW
6/27/2017 9:00
Oil & Grease
Oil and Grease
25
0
mg/L
PG Influent Grab
L172805-01
WW
7/11/2017 8:45
Field Temp
Temperature
24.7
0.00
deg C
PG Influent Grab
L172805-01
WW
7/11/2017 8:45
Oil & Grease
Oil and Grease
11
5
mg/L
Onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

6 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Grab
L172908-01
WW
7/18/2017 9:16
Field Temp
Temperature
26.1
0.00
deg C
PG Influent Grab
L172908-01
WW
7/18/2017 9:16
Oil & Grease
Oil and Grease
19
5
mg/L
PG Influent Grab
L173004-01
WW
7/25/2017 9:25
Field Temp
Temperature
26.9
0.00
deg C
PG Influent Grab
L173004-01
WW
7/25/2017 9:25
Oil & Grease
Oil and Grease
21
5
mg/L
PG Influent Grab
L173103-01
WW
8/1/2017 8:50
Field Temp
Temperature
26.0
0.00
deg C
PG Influent Grab
L173103-01
WW
8/1/2017 8:50
Oil & Grease
Oil and Grease
19
5
mg/L
PG Influent Grab
L173204-01
WW
8/8/2017 8:55
Field Temp
Temperature
26.7
0.00
deg C
PG Influent Grab
L173204-01
WW
8/8/2017 8:55
Oil & Grease
Oil and Grease
27
5
mg/L
PG Influent Grab
L173305-01
WW
8/15/2017 9:07
Field Temp
Temperature
26.8
0.00
deg C
PG Influent Grab
L173305-01
WW
8/15/2017 9:07
Oil & Grease
Oil and Grease
< 5
5
mg/L
PG Influent Grab
L173405-01
WW
8/22/2017 9:25
Field Temp
Temperature
27.0
0.00
deg C
PG Influent Grab
L173405-01
WW
8/22/2017 9:25
Oil & Grease
Oil and Grease
15
5
mg/L
PG Influent Grab
L173502-01
WW
8/29/2017 9:25
Field Temp
Temperature
26.3
0.00
deg C
PG Influent Grab
L173502-01
WW
8/29/2017 9:25
Oil & Grease
Oil and Grease
49
5
mg/L
PG Influent Grab
L173606-01
WW
9/5/2017 9:40
Field Temp
Temperature
26.4
0.00
deg C
PG Influent Grab
L173606-01
WW
9/5/2017 9:40
Oil & Grease
Oil and Grease
20
5
mg/L
PG Influent Grab
L173704-01
WW
9/12/2017 8:39
Field Temp
Temperature
25.6
0.00
deg C
PG Influent Grab
L173704-01
WW
9/12/2017 8:39
Oil & Grease
Oil and Grease
22
5
mg/L
PG Influent Grab
L173803-01
WW
9/19/2017 8:20
Field Temp
Temperature
25.2
0.00
deg C
PG Influent Grab
L173803-01
WW
9/19/2017 8:20
Oil & Grease
Oil and Grease
18
5
mg/L
PG Influent Grab
L173904-01
WW
9/26/2017 8:39
Field Temp
Temperature
25.5
0.00
deg C
PG Influent Grab
L173904-01
WW
9/26/2017 8:39
Oil & Grease
Oil and Grease
16
5
mg/L
PG Influent Grab
L174003-01
WW
10/3/2017 8:42
Field Temp
Temperature
23.9
0.00
deg C
PG Influent Grab
L174003-01
WW
10/3/2017 8:42
Oil & Grease
Oil and Grease
43
5
mg/L
PG Influent Grab
L174105-01
WW
10/10/2017 8:21
Field Temp
Temperature
25.1
0.00
deg C
PG Influent Grab
L174105-01
WW
10/10/2017 8:21
Oil & Grease
Oil and Grease
19
5
mg/L
PG Influent Grab
L174202-01
WW
10/17/2017 8:20
Field Temp
Temperature
24.0
0.00
deg C
PG Influent Grab
L174202-01
WW
10/17/2017 8:20
Oil & Grease
Oil and Grease
< 5
5
mg/L
PG Influent Grab
L174312-01
WW
10/24/2017 8:56
Field Temp
Temperature
23.2
0.00
deg C
PG Influent Grab
L174312-01
WW
10/24/2017 8:56
Oil & Grease
Oil and Grease
6
5
mg/L
PG Influent Grab
L174416-01
WW
10/31/2017 8:35
Field Temp
Temperature
22.1
0.00
deg C
PG Influent Grab
L174416-01
WW
10/31/2017 8:35
Oil & Grease
Oil and Grease
24
5
mg/L
PG Influent Grab
L174506-01
WW
11/7/2017 8:31
Field Temp
Temperature
22.8
0.00
deg C
PG Influent Grab
L174506-01
WW
11/7/2017 8:31
Oil & Grease
Oil and Grease
20
5
mg/L
PG Influent Grab
L174605-01
WW
11/14/2017 8:05
Field Temp
Temperature
21.0
0.00
deg C
PG Influent Grab
L174605-01
WW
11/14/2017 8:05
Oil & Grease
Oil and Grease
14
5
mg/L
PG Influent Grab
L174705-01
WW
11/21/2017 8:31
Field Temp
Temperature
20.3
0.00
deg C
PG Influent Grab
L174705-01
WW
11/21/2017 8:31
Oil & Grease
Oil and Grease
14
5
mg/L
PG Influent Grab
L174803-01
WW
11/28/2017 8:18
Field Temp
Temperature
19.2
0.00
deg C
PG Influent Grab
L174803-01
WW
11/28/2017 8:18
Oil & Grease
Oil and Grease
68
5
mg/L
PG Influent Grab
L174906-01
WW
12/5/2017 8:50
Field Temp
Temperature
19.7
0.00 1
deg C
Onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

7 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Grab
L174906-01
WW
12/5/2017 8:50
Oil & Grease
Oil and Grease
30
5
mg/L
PG Influent Grab
L175004-01
WW
12/12/2017 8:22
Field Temp
Temperature
18.7
0.00
deg C
PG Influent Grab
L175004-01
WW
12/12/2017 8:22
Oil & Grease
Oil and Grease
48
5
mg/L
PG Influent Grab
L175103-01
WW
12/19/2017 8:30
Field Temp
Temperature
18.3
0.00
deg C
PG Influent Grab
L175103-01
WW
12/19/2017 8:30
Oil & Grease
Oil and Grease
35
5
mg/L
PG Influent Grab
L180102-01
WW
1/2/2018 8:13
Field Temp
Temperature
15.4
0.00
deg C
PG Influent Grab
L180102-01
WW
1/2/2018 8:13
Oil & Grease
Oil and Grease
20
5
mg/L
PG Influent Grab
L180203-01
WW
1/9/2018 8:34
Field Temp
Temperature
15.1
0.00
deg C
PG Influent Grab
L180203-01
WW
1/9/2018 8:34
Oil & Grease
Oil and Grease
15
5
mg/L
PG Influent Grab
L180311-01
WW
1/16/2018 8:00
Field Temp
Temperature
15.1
0.00
deg C
PG Influent Grab
L180311-01
WW
1/16/2018 8:00
Oil & Grease
Oil and Grease
36
5
mg/L
PG Influent Grab
L180404-01
WW
1/23/2018 7:30
Field Temp
Temperature
15.8
0.00
deg C
PG Influent Grab
L180404-01
WW
1/23/2018 7:30
Oil & Grease
Oil and Grease
19
5
mg/L
PG Influent Grab
L180501-01
WW
1/30/2018 8:00
Field Temp
Temperature
14.4
0.00
deg C
PG Influent Grab
L180501-01
WW
1/30/2018 8:00
Oil & Grease
Oil and Grease
58
5
mg/L
PG Influent Grab
L180603-01
WW
2/6/2018 8:24
Field Temp
Temperature
16.0
0.00
deg C
PG Influent Grab
L180603-01
WW
2/6/2018 8:24
Oil & Grease
Oil and Grease
144
5
mg/L
PG Influent Grab
L180703-01
WW
2/13/2018 8:13
Field Temp
Temperature
17.0
0.00
deg C
PG Influent Grab
L180703-01
WW
2/13/2018 8:13
Oil & Grease
Oil and Grease
33
5
mg/L
PG Influent Grab
L180805-01
WW
2/20/2018 8:26
Field Temp
Temperature
18.0
0.00
deg C
PG Influent Grab
L180805-01
WW
2/20/2018 8:26
Oil & Grease
Oil and Grease
21
5
mg/L
PG Influent Grab
L180905-01
WW
2/27/2018 8:18
Field Temp
Temperature
18.0
0.00
deg C
PG Influent Grab
L180905-01
WW
2/27/2018 8:18
Oil & Grease
Oil and Grease
21
5
mg/L
PG Influent Grab
L181007-01
WW
3/6/2018 8:40
Field Temp
Temperature
17.3
0.00
deg C
PG Influent Grab
L181007-01
WW
3/6/2018 8:40
Oil & Grease
Oil and Grease
18
5
mg/L
PG Influent Grab
L181104-01
WW
3/13/2018 8:53
Field Temp
Temperature
16.3
0.00
deg C
PG Influent Grab
L181215-01
WW
3/20/2018 8:45
Field Temp
Temperature
17.8
0.00
deg C
PG Influent Grab
L181215-01
WW
3/20/2018 8:45
Oil & Grease
Oil and Grease
28
5
mg/L
PG Influent Grab
L181311-01
WW
3/27/2018 9:15
Field Temp
Temperature
15.5
0.00
deg C
PG Influent Grab
L181311-01
WW
3/27/2018 9:15
Oil & Grease
Oil and Grease
30
5
mg/L
PG Influent Grab
L181406-01
WW
4/3/2018 8:44
Field Temp
Temperature
17.8
0.00
deg C
PG Influent Grab
L181406-01
WW
4/3/2018 8:44
Oil & Grease
Oil and Grease
56
5
mg/L
PG Influent Grab
L181504-01
WW
4/10/2018 8:36
Field Temp
Temperature
17.1
0.00
deg C
PG Influent Grab
L181504-01
WW
4/10/2018 8:36
Oil & Grease
Oil and Grease
17
5
mg/L
PG Influent Grab
L181615-01
WW
4/17/2018 7:45
Field Temp
Temperature
18.1
0.00
deg C
PG Influent Grab
L181615-01
WW
4/17/2018 7:45
Oil & Grease
Oil and Grease
6
5
mg/L
PG Influent Grab
L181702-01
WW
4/24/2018 9:25
Oil & Grease
Oil and Grease
9
5
mg/L
PG Influent Grab
L181804-01
WW
5/1/2018 8:50
Field Temp
Temperature
16.9
0.00
deg C
PG Influent Grab
L181804-01
WW
5/1/2018 8:50
Oil & Grease
Oil and Grease
10
5
mg/L
PG Influent Grab
L181906-01
WW
5/8/2018 8:15
Field Temp
Temperature
20.6
0.00
Influent Grab
L181906-01
WW
5/8/2018 8:15
Oil& Grease
Oil and Grease
8
5
EdePG
Onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

8 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Grab
L182006-01
WW
5/15/2018 8:43
Field Temp
Temperature
21.7
0.00
deg C
PG Influent Grab
L182006-01
WW
5/15/2018 8:43
Oil & Grease
Oil and Grease
8
5
mg/L
PG Influent Grab
L182101-01
WW
5/22/2018 8:32
Field Temp
Temperature
22.8
0.00
deg C
PG Influent Grab
L182101-01
WW
5/22/2018 8:32
Oil & Grease
Oil and Grease
607
5
mg/L
PG Influent Grab
L182304-01
WW
6/5/2018 8:33
Field Temp
Temperature
23.9
0.00
deg C
PG Influent Grab
L182304-01
WW
6/5/2018 8:33
Oil & Grease
Oil and Grease
1050
5
mg/L
PG Influent Grab
L182404-01
WW
6/12/2018 8:23
Field Temp
Temperature
23.9
0.00
deg C
PG Influent Grab
L182404-01
WW
6/12/2018 8:23
Oil & Grease
Oil and Grease
8
5
mg/L
PG Influent Grab
L182504-01
WW
6/19/2018 8:06
Field Temp
Temperature
24.9
0.00
deg C
PG Influent Grab
L182504-01
WW
6/19/2018 8:06
Oil & Grease
Oil and Grease
10
5
mg/L
PG Influent Grab
L182602-01
WW
6/26/2018 8:35
Field Temp
Temperature
25.5
0.00
deg C
PG Influent Grab
L182602-01
WW
6/26/2018 8:35
Oil & Grease
Oil and Grease
74
5
mg/L
PG Influent Grab
L182703-01
WW
7/3/2018 8:22
Field Temp
Temperature
26.2
0.00
deg C
PG Influent Grab
L182703-01
WW
7/3/2018 8:22
Oil & Grease
Oil and Grease
13
5
mg/L
PG Influent Grab
L182805-01
WW
7/10/2018 8:45
Field Temp
Temperature
25.9
0.00
deg C
PG Influent Grab
L182805-01
WW
7/10/2018 8:45
Oil & Grease
Oil and Grease
13
5
mg/L
PG Influent Grab
L182902-01
WW
7/17/2018 8:20
Field Temp
Temperature
26.7
0.00
deg C
PG Influent Grab
L182902-01
WW
7/17/2018 8:20
Oil & Grease
Oil and Grease
19
5
mg/L
PG Influent Grab
L183016-01
WW
7/24/2018 8:37
Field Temp
Temperature
25.9
0.00
deg C
PG Influent Grab
L183016-01
WW
7/24/2018 8:37
Oil & Grease
Oil and Grease
36
5
mg/L
PG Influent Grab
L183103-01
WW
7/31/2018 8:14
Field Temp
Temperature
26.1
0.00
deg C
PG Influent Grab
L183103-01
WW
7/31/2018 8:14
Oil & Grease
Oil and Grease
22
5
mg/L
PG Influent Grab
L183205-01
WW
8/7/2018 8:26
Field Temp
Temperature
26.5
0.00
deg C
PG Influent Grab
L183205-01
WW
8/7/2018 8:26
Oil & Grease
Oil and Grease
7
5
mg/L
PG Influent Grab
L183303-01
WW
8/14/2018 8:30
Field Temp
Temperature
26.5
0.00
deg C
PG Influent Grab
L183303-01
WW
8/14/2018 8:30
Oil & Grease
Oil and Grease
< 5
5
mg/L
PG Influent Grab
L183402-01
WW
8/21/2018 8:20
Field Temp
Temperature
26.9
0.00
deg C
PG Influent Grab
L183402-01
WW
8/21/2018 8:20
Oil & Grease
Oil and Grease
31
5
mg/L
PG Influent Grab
L183503-01
WW
8/28/2018 8:20
Field Temp
Temperature
26.8
0.00
deg C
PG Influent Grab
L183503-01
WW
8/28/2018 8:20
Oil & Grease
Oil and Grease
15
5
mg/L
PG Influent Grab
L183602-01
WW
9/4/2018 8:27
Field Temp
Temperature
27.7
0.00
deg C
PG Influent Grab
L183602-01
WW
9/4/2018 8:27
Oil & Grease
Oil and Grease
22
5
mg/L
PG Influent Grab
L183705-01
WW
9/11/2018 8:31
Field Temp
Temperature
27.0
0.00
deg C
PG Influent Grab
L183705-01
WW
9/11/2018 8:31
Oil & Grease
Oil and Grease
7
5
mg/L
PG Influent Grab
L183905-01
WW
9/25/2018 8:30
Field Temp
Temperature
26.2
0.00
deg C
PG Influent Grab
L183905-01
WW
9/25/2018 8:30
Oil & Grease
Oil and Grease
< 5
5
mg/L
PG Influent Grab
L184005-01
WW
10/2/2018 8:00
Field Temp
Temperature
26.0
0.00
deg C
PG Influent Grab
L184005-01
WW
10/2/2018 8:00
Oil & Grease
Oil and Grease
8
5
mg/L
PG Influent Grab
L184105-01
WW
10/9/2018 8:10
Field Temp
Temperature
26.0
0.00
deg C
PG Influent Grab
L184105-01
WW
10/9/2018 8:10
Oil & Grease
Oil and Grease
15
5
mg/L
PG Influent Grab
L184201-01
WW
10/16/2018 9:03
Field Temp
Temperature
26.0
0.00
deg C
Onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

9 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Grab
L184201-01
WW
10/16/2018 9:03
Oil & Grease
Oil and Grease
16
5
mg/L
PG Influent Grab
L184304-01
WW
10/23/2018 9:28
Field Temp
Temperature
23.4
0.00
deg C
PG Influent Grab
L184304-01
WW
10/23/2018 9:28
Oil & Grease
Oil and Grease
183
5
mg/L
PG Influent Grab
L184408-01
WW
10/30/2018 9:17
Field Tern
Temperature
23.0
0.00
deg C
PG Influent Grab
L184408-01
WW
10/30/2018 9:17
Oil & Grease
Oil and Grease
18
5
mg/L
PG Influent Grab
L184502-01
WW
11/6/2018 9:17
Field Temp
Temperature
23.0
0.00
deg C
PG Influent Grab
L184502-01
WW
11/6/2018 9:17
Oil & Grease
Oil and Grease
6
5
mg/L
PG Influent Grab
L184603-01
WW
11/13/2018 9:20
Field Temp
Temperature
22.3
0.00
deg C
PG Influent Grab
L184603-01
WW
11/13/2018 9:20
Oil & Grease
Oil and Grease
15
5
mg/L
PG Influent Grab
L184706-01
WW
11/19/2018 9:25
Field Tern
Temperature
21.2
0.00
deg C
PG Influent Grab
L184706-01
WW
11/19/2018 9:25
Oil & Grease
Oil and Grease
24
5
mg/L
PG Influent Grab
L184804-01
WW
11/27/2018 8:52
Field Temp
Temperature
19.9
0.00
deg C
PG Influent Grab
L184905-01
WW
12/4/2018 8:50
Field Temp
Temperature
20.0
0.00
deg C
PG Influent Grab
L184905-01
WW
12/4/2018 8:50
Oil & Grease
Oil and Grease
106
5
mg/L
PG Influent Grab
L185003-01
WW
12/11/2018 9:30
Field Temp
Temperature
18.7
0.00
deg C
PG Influent Grab
L185103-01
WW
12/18/2018 9:30
Field Temp
Temperature
19.2
0.00
deg C
PG Influent Grab
L185103-01
WW
12/18/2018 9:30
Oil & Grease
Oil and Grease
23
5
mg/L
PG Influent Grab
L190202-01
WW
1/8/2019 8:43
Field Temp
Temperature
19.1
0.00
deg C
PG Influent Grab
L190202-01
WW
1/8/2019 8:43
Oil & Grease
Oil and Grease
91
5
mg/L
PG Influent Grab
L190304-01
WW
1/15/2019 8:57
Field Temp
Temperature
16.0
0.00
deg C
PG Influent Grab
L190304-01
WW
1/15/2019 8:57
Oil & Grease
Oil and Grease
15
5
mg/L
PG Influent Grab
L190501-01
WW
1/29/2019 8:25
Field Temp
Temperature
14.0
0.00
deg C
PG Influent Grab
L190501-01
WW
1/29/2019 8:25
Oil & Grease
Oil and Grease
598
5
mg/L
PG Influent Grab
L190605-01
WW
2/5/2019 8:55
Field Temp
Temperature
16.5
0.00
deg C
PG Influent Grab
L190605-01
WW
2/5/2019 8:55
Oil & Grease
Oil and Grease
24
5
mg/L
PG Influent Grab
L190701-01
WW
2/12/2019 8:36
Field Temp
Temperature
17.5
0.00
deg C
PG Influent Grab
L190701-01
WW
2/12/2019 8:36
Oil & Grease
Oil and Grease
27
5
mg/L
PG Influent Grab
L190805-01
WW
2/19/2019 8:34
Field Temp
Temperature
17.8
0.00
deg C
PG Influent Grab
L190805-01
WW
2/19/2019 8:34
Oil & Grease
Oil and Grease
37
5
mg/L
PG Influent Grab
L190902-01
WW
2/26/2019 8:18
Field Temp
Temperature
17.8
0.00
deg C
PG Influent Grab
L190902-01
WW
2/26/2019 8:18
Oil & Grease
Oil and Grease
21
5
mg/L
PG Influent Grab
L191102-01
WW
3/12/2019 8:27
Field Temp
Temperature
18.2
0.00
deg C
PG Influent Grab
L191102-01
WW
3/12/2019 8:27
Oil & Grease
Oil and Grease
25
5
mg/L
PG Influent Grab
L191205-01
WW
3/19/2019 8:55
Field Temp
Temperature
17.7
0.00
deg C
PG Influent Grab
L191205-01
WW
3/19/2019 8:55
Oil & Grease
Oil and Grease
33
5
mg/L
PG Influent Grab
L191305-01
WW
3/26/2019 8:34
Field Temp
Temperature
18.0
0.00
deg C
PG Influent Grab
L191305-01
WW
3/26/2019 8:34
Oil & Grease
Oil and Grease
30
5
mg/L
PG Influent Grab
L191404-01
WW
4/2/2019 8:19
Field Temp
Temperature
18.7
0.00
deg C
PG Influent Grab
L191404-01
WW
4/2/2019 8:19
Oil & Grease
Oil and Grease
39
5
mg/L
PG Influent Grab
L191504-01
WW
4/9/2019 9:00
Field Temp
Temperature
19.0
0.00
deg C
PG Influent Grab
L191504-01
WW
4/9/2019 9:00
Oil & Grease
Oil and Grease
35
5
mg/L
Onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

10 of 10 ONWASA Piney Green Pump Station 6/12/2019
SAMPLENAME
LABSAMPID
MATRIX
SAMPDATE
METHODCODE
ANALYTE
RESULT
RL
UNITS
PG Influent Grab
L191605-01
WW
4/16/2019 8:47
Field Temp
Temperature
19.5
0.00
deg C
PG Influent Grab
L191605-01
WW
4/16/2019 8:47
Oil & Grease
Oil and Grease
23
5
mg/L
PG Influent Grab
L191705-01
WW
4/23/2019 8:00
Field Temp
Temperature
20.4
0.00
deg C
PG Influent Grab
L191705-01
WW
4/23/2019 8:00
Oil & Grease
Oil and Grease
19
5
mg/L
PG Influent Grab
L191801-01
WW
4/30/2019 8:00
Field Temp
Temperature
21.0
0.00
deg C
PG Influent Grab
L191801-01
WW
4/30/2019 8:00
Oil & Grease
Oil and Grease
23
5
mg/L
PG Influent Grab
L191903-01
WW
5/7/2019 8:02
Field Temp
Temperature
20.0
0.00
deg C
PG Influent Grab
L191903-01
WW
5/7/2019 8:02
Oil & Grease
Oil and Grease
16
5
mg/L
Onslow Water and Sewer Authority Lab 228 Georgetown Road Jacksonville, NC 28540

Attachment F.15 Treatment Systems and Compounds
Table 2 - IR Site 78 North Monthly Sampling
INFLUENT (IN)'
EFFLUENT (EF)'
Sample Point
Method
Remedial
Goals
(VgIL)
CLN-IN-R-107
Dad}
Effluent
scharge
Disohat
limit (µgm)
CI.N EF R 107
Date Sampled
9M912016
9l?912016
Date Analvzed
10/9/2016
10/9112.016
Volatiles:
PQL.'
Results in L
Dilution
P L
Results in
Dilution
Benzene
8260B
I
1
"I
1
100
I
1
U
I
Dichloruethene (total)
8260B
70
1
3.7
1
1 100
3
3
U
1
Ethvlbeamne
8260B
29
1
1 U
1
too
l
l
U
l
Tetrachlome.thene
8260E
R7
1
1 U
1
100
I
1
U
1
Toluene
8260B
1,000
1
1 U
1
100
l
1
U
1
Trichloroethene
826011
2.8
1
1 U
1
100
1
1
U
]
Vinyl Chloride
826013
0,015
"_
2 U
1
100
2
2
U
I
Yvlenes (total)
8260B
400
3
3 U
I
1110
3
3
U
I
Ocher VOCe
8260E
Various
6
7.8
1
Various
1
Various
Various
T.I.UC Cooceetrntton:
8260$
IN
l8
EF =
0
Initial Gallons on the Fiat Dav oft he Nlonth: 38 301.990 Gallons Treated of Last Dav of the Month 38.4 79 339
Nlonthly Total of Gallons Treated 177349
Notes NIA - Not applicable
`Total VOC9 treated prior to date = t32495 the
NS • No standard established.
Total VOCs treated this month = 0.027 this
J - The associated value is an estimated quantity between
the Nlethod Detection Limit and the PQL
Total VOCs treated to date = 132 522 Dis
U - Not detected above the PQL
PQL - Practical Quantitation Limit.
effluent is discharged to the
Results not above PQL: however PQL was
above remedial goal,
Base WVNFP
'Influent ezceedances are based on the Remedial Goal in the ROD (Sites 21 24 and 78), Baker 2001
'Effluent eaceedances are based on the listed EQulent Limitations and Monitoring Requirements and Part ❑1
Subsection Go (1) in the NPDES Permit NC0063029 dated 2'I&V7
for the wastewater treatment plant at Camp Lejeune no pre-treatment requirements.
'Dilution is performed when chemical concentrations are too high to maintain QA/QC protocols
As sample dilutions increase, PQL increases as well
Monthly Treatment Rate
(IN - EF) 18.0 ag1I,
Mass Removal Rate
WIN z QEF) - (Cyr x QEF)I
0.027 Ibalmonth
Total Removal Efficiency
(IN •EF) IINzl00 100 %
I ug = 2.205E-09 Ibe
I L= 0.264172 Gallon
CeN = Total Influent VOC Concentration
CLT = Total Effluent VOC Concentration
Q, = Total Flow
Comments: Constituents were screened as defined by the goals of the ROD using the Standard 8260B Method. Nate that the Standard
8260B Method can only achieve a method detection limit for vinyl chloride of D 20 µgIL (remediaoen goal of 0.015 µgfU

Table 3 - IR Site 78 South Monthly Sampling
INFLUENT OW
EFFLUENT (EW
Sample Point
1%lethnd
Remedial
Goals
(pg L)
CLS-IN-R-107
Dail y
Effluent
Discharge
Limit (pglL)
C! S-EF-R-107
Date Sampled
9/29/2016
9129t2016
Date AnnI zed
10291201G
10/101201G
Volatiles:
P L'
Results in prfL
Dilution
PQL
Results in ligIL
Dilution
Benzene
8260E
1
1
I U
1
100
I
1 U
1
Dichloroethene (total)
82GOB
70
1
1.2
t
I00
3
3 U
I
Eth•lbenzene
8260B
29
1
1 U
I
100
1
1 U
I
Tetrachloroethene
8260B
0.7
1
1 U
l
100
1
1 U
I
Toluene
8260B
1.000
1
1 U
I
100
1
1 U
1
Trichloroethene
8260B
2.8 1
t
1 1 U
I 1
100
1
1 U
1
Vinvl Chloride
82GOB
0 015
2
2 U
1
100
2
2 U
I
l lenes (total)
8260B
400
3
3 U
I
1
100
3
3 U
I
Other VOCs
82GOB
NrA
Various
Various
Various
N'A
1
Vnnous
I
Total VOC Concentration
1 8260E
IN =
2.2
EF =
1 0
Initial Gnllons on the First Dav or the Alonth: 37,193.387 IGallons Treated at Last Qav of the Month 3Z314,6G2
Monthly Total or Gallons Treated 121.275
Notes N A Not applicable. 'Total Ibs treated prior to date 117 411 Ihs
NS - No standard established. Total Ibs treated this month 0 002 Ibs
J - The asFocinted value is an estimated quantity between
the Method Detection Limit and the PQL. Total Ibs treated to date = I17 413 Ibs
U - Not detected above the PQL
PQL - Pratics QuantResults not
effluent is discharged to the
- Results not above PQL however PQL was
above remedial9:A. Base WVVrP
A+llv'YsemiSS4.LI,.ibS..tIIp4 .•- .. P f. ...-.' '"',
Influent exceedances are based on the Remedial Coal in the ROD (Sites 21 24 and 78) Baker. 2004
'Effluent exceedances are based on the listed Effulent Limitations and Jlomtonng Requirements and Part III,
Subsection C.a.(l) in the NPDES Permit NC0063029 dated 9/I0107
for thr wastewater treatment plant at Camp Lejeune no pre-treatment requirements
'Dilution is performed when chemical concentrations are too high to maintain QA)QC protocols
As sample dilutions increase, PQL increases as well.
Monthly Treatment Rate
(IN - En 2.2 ug1L
Klass Removal Rate
(Ci•, x Qt:) - (CE; x Q, FII 0.002 ]bstmonth
Total Removal Efficiency
(IN -EF)IINs100 100•;
I ug - 2.205E-09 lb.
1 L = 0rM-1172 Gall. n
Comments Constituents were screened as defined by the goals orthe ROD wing the Standard 8260E Method. Note that the Standard
82GOB Method can only achieve a method detection limit for vinyl chloride of 0 20 pglL (remediation goal or0.o15 pg1L).

Site 78 North Cumulative VOC Removal Vs. Time
120
100
-a
80
0
E
a
oc
� 60
a�
40
75
E
20
0
c� 00 ON & O' 5 Off` Ob Ob OA %
10 1�0 -1;0 1,0 10 10 10 Iso 130 1,0 Iso 110 10 P lip
Figure 3-2
Cumulative VOC Removal Site 78 North
2015 Five -Year Review
Camp Lejeune, North Carolina

120
100
> 80
0
E
a�
ac
60
0
n�
40
3
E
M
u 20
Site 78 South Cumulative VOC Removal Vs. Time
IR78-RW15 back online May
2010, System improvements
completed June 2010
Data before 2002 is unavailable. Data from May 2002 to October 2009
provided by Rhea Engineers and Consultants, data after October 2009
provided by Osage of Virginia.
Figure 3-3
Cumulative VOC Removal Site 78 South
2015 Five -Year Review
Camp Lejeune, North Carolina

FLOAPNG
SUPERNATANT
SKIMMER—_
U _
ORA.N
. AIR OPERATED
PRESS
SS FEEDRED
SLUDGE HOLDING TANK P
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f /5'-or OIA
I' CONE BOT',OM
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FUTURE
EXPANSION- POLYMER
I
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Pl
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TOTAL TIED
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MULTI -LAYER SAND FILTERS
s
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1? DIA. AIR
WENT STACK
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UNIT
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AS-4141
Volatiles
Method
15A NCAC 2L
Groundwater
Quality Standard/
Remedial Goal
(µ9/L)
AS4141-
Effluent
Sample
1013112018
(pg/L)
Benzene
6200E
1
ND
Di -Isopropyl Ether
6200B
70
ND
Ethylbenzene
6200B
600
ND
Methyl Tert Butyl Ether
6200B
20
ND
Toluene
6200B
600
0.22
Xylene (total)
6200B
500
ND
Semi-Volatiles
Acenaphthene
625/610
80
ND
Acenaphth lene
625/610
200
ND
Anthracene
625/610
2000
ND
Benzo(a)anthracene
625/610
0.05
ND
Benzo(a)pyrene
625/610
0.005
ND
Benzo(b)fluoranthene
625/610
0,05
ND
Benzo( ,hJ)pe lene
625/610
200
ND
Benzo(k)fluoranthene
625/610
0.5
ND
Chrysene
625/610
5
ND
Dibenzo(a.h)anthrace ne
625/610
0.005
ND
Fluoranthene
625/610
300
ND
Fluorene
625/610
300
ND
Indeno(1,2,3-cd)pyre ne
625/610
0.05
ND
1-Methylnaphthalene
625/610
1
ND
2-Methylnaphthalene
625/610
30
ND
Naphthalene
625/610
6
ND
Phenanthrene
625/610
200
ND
Pyrene
625/610
200
ND
Metals
Lead
6020B
15
ND
Per- and Pol fluoroalk I Substances (PFAS)
Method
USEPA
Lifetime Health
Advisory
(Ng/L)
AS4141-
Effluent
Sample
11/15/2018
(N9/L).
N-Ethyl Perfluorooctanesulfonamidoacetic Acid (EtFOSAA)
USEPA 537
NE
ND
N-Meth I Perfluorooctanesulfonamidoacetic Acid (MeFOSAA)
USEPA 537
NE
ND
Perfluorobutanesulfonic acid (PFBS)
USEPA 537
NE
0.219
Perfluorodecanoic Acid (PFDA)
USEPA 537
NE
0 00096 J
Perfluorododecanoic Acid (PFDoA)
USEPA 537
NE
ND
Perfluorohe tanoic acid (PFHpA)
USEPA 537
NE
0.108
Perfluorohexanesulfonic acid (PFHxS)
USEPA 537
NE
1,795
Perfluorohexanoic Acid (PFHxA)
USEPA 537
NE
0.381
Perfluorononanoic acid PFNA
USEPA 537
NE
0.00602
Perfluorooctane Sulfonate (PFOS)
USEPA 537
0.07
7.318
Perfluoroocxanoic acid (PFDA)
USEPA 537
0.07
0.164
Perfluorotetradecanoic Acid (PFTeDA)
USEPA 537
NE
ND
Perfluorotridecanoic Acid (PFTrDA)
USEPA 537
NE
ND
Perfluoroundecanoic Acid PFUnA
USEPA 537
NE
ND
pg/L = micrograms/liter
ND = Not Detected
NE = Not Established
J = Analyte present; estimated concentration. Value may or may not be accurate or precise.
= highest concentration reported between effluent sample and effluent duplicate sample.
Bold = concentration above applicable standard (21- or USEPA LHA)

AS-4141 TREATMENT SYSTEM LAYOUT
X-X-X-x-X-X-X-x-x-x-x-x-x-X-X-X-X-X-X-X-X-X-X-X-x-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-XI
I FENCED IN TREATMENT SYSTEM COMPOUND
I
X
x
�
RECOVERY WELL NETWORK LIQUID RING
I
x
I PUMP (LRP)
I
I
x
;
I
OIL
;
STORAGE
I
TOWER x
rc c
x TRANSFER
HOLDING TANK
AIR 1
I VACUUM
x PUMP TANK
STRIPPER x
I
x
I
x
FLOW x
I OIL
x WATER
WATER
HOLDING
METER x
I
I
I
x
I
I
I
I
x
I C
I
x
I
I
I
LRP COOL.
x TANKS
I
I
x—x—x—x—x-
TREATEL
SEPARATER TANK TRANSFER TRANSFER I
WATER
PUMP BLOWER HOLDING PUMP BAG FILTERS
TANK x
1
r__________ ____� X
FORMER OIL WATER j
SEPARATER UNIT
j REMAINS ONSITE FOR x
1 STORAGE PURPOSES I
I
x
DOLANT PUMP I
I
x
I
I
x
,NT
x
I
I
FENCED IN TREATMENT SYSTEM COMPOUND x
X-x-X-x-X-X-x-x-x-x-X-X-r-x-x-x-x-x-x-x-x-X-x-x-x-x-x-x-X-x-X-X-X-X-X-x-X-x-x-x-x-xj
EFFLUENT
- 8,640 GPD
Legend
Treatment System Components
Treatment System Layout
Building AS4141
— Treatment System Lines
MICAS New River
x -Treatment System Fence
North Carolina
= Former Oil Water Separater

HPFF SE COMPOUND
Volatiles
Method
15A NCAC 2L Groundwater
Quality Standard/
Remedial Goal
(µg/L)
HPFFSE
Monthly
Sample
9/27/2018
(Ng/L)
Acetone
8260
6000
23.4 J
Benzene
8260
1
49.8
2-Butanone
8260
4000
ND
n-Butylbenzene
8260
70
ND
sec-Butylbenzene
8260
70
ND
1, 1 -Dichloroethylene
8260
7
ND
1,2-Dichloroethane
8260
0.4
6.6
Di -Isopropyl Ether
8260
70
85.6
Ethylbenzene
8260
600
5.0
Isopropylbenzene
8260
70
0.36 J
p-Isopropyltoluene
8260
25
ND
Methyl Tert Butyl Ether
8260
20
15.0
Naphthalene
8260
6
22.1
n-Propylbenzene
8260
70
0.43 J
Toluene
8260
600
36.1
1,2,4-Trimethylbenzene
8260
400
13.5
1,3,5-Trimethylbenzene
8260
400
3.9
Xylene (total)
8260
500
49.3
1,2-Dibromoethane
8260 and
8011
0.02
2.1
Metals
Lead
6010D
15
184
pg/L = micrograms/liter
ND = Not Detected
J = Indicates an estimated value
Bold = concentration above 2L
highest concentration reported

OIL STORAGE TANK
FLOW IS
PLIT BETWEEN '
WELLSWI
FREE -PHASE OIL WATER
,I N
.a
PRODU
AND THOSE SEPARATOR
3 3
3
WITHOUT FRE
-PHASE PRODUCT
� f
�
a U
LL
INFLUENT TANK /
USTH
FC-MW75
IRON SETTLING TANK
AIR SPARGE
SYSTEM
AIR
PRESSURIZATION
TANK
AIR TO BE INJECTED
IN THE WELL FIELD
HPFF SOUTHEAST COMPOUND
TREATMENT SYSTEM
WATER
HOLDING EXISTING PAD
TANK Flow AREA
Meter
TRANSFER
PUMP
AIR STRIPPER
DIFFUSERS
SOIL VAPOR
EXTRACTION
(SVE)
BLOWER
AIR/WATER
SEPARATOR
1 RECOVERED
VAPORS
IRON
FILTER
SVE DISCHAI
OPTIONAL
HEAT
EXCHANGER
TRANSFER
HOLDING PUMP
SECONDARY
CARBON
VESSEL
(BYPASSED)
PRIMARY
CARBON
VESSEL
(BYPASSED)
IRON REMOVAL
CATALYTIC
OXIDIZER UNIT
(RUNS FOR
APPROX. 1,752
HRS. PER YEAR)
CONTAINMENT WALL
NEW CONCRETE
PAD AREA
TREATED
EFFLUENT
43,200 GPD
12"x12"x2"
SUMPPUMP
/ AREA
PANESTORAGE
TANKS
EXISTING v v • •
FENCE LINE
Legend HPFFSE Compound
Discharge Stacks Existing Fence Line Treatment System
0 Treatment System Components Containment Area MCB Camp North Carrolinaolina e,
Treatment System Lines Concrete Pad
%", Iflit; _uNi

PPV
Volatiles
Method
15A NCAC 2L
Groundwater Quality
Standard/
Remedial Goal
(µg/L)
PPV
EFFLUENT
Sample
12/4/2018
(Ng/L)
Acetone
6200B
6,000
2.5 J
Benzene
6200B
1
ND
n-Butylbenzene
6200B
70
0.94
sec-Butylbenzene
6200B
70
0.77
Ethylbenzene
6200B
600
0.30 J
Isopropylbenzene
6200B
70
0.22 J
p-Isopropyltoluene
6200B
25
0.57
Naphthalene
6200B
6
5
n-Propylbenzene
6200B
70
0.49 J
1,2,4-Trimethylbenzene
6200B
400
0.74
1.3.5-Trimethyl benzene
6200B
400
0.64
Toluene
6200E
600
ND
Xylene (total)
6200B
500
0.43 J
Semi-Volatiles
Acenaphthene
625
80
1.1 J
Dibenzofuran
625
28
0.92 J
Fluorene
625
300
2.7 J
1-Methylnaphthalene
625
1
4.5 J
2-Methyl naphthalene
625
30
6.3 J
Naphthalene
625
6
0.71 J
Phenanthrene
625
200
pg/L = micrograms/liter
J = Indicates an estimated value.
ND = Not Detected

RECOVERY WELL NETWORK (6 PUMPS)
Air suppy t pneumatically -operated pumps
XC-X-
-X-X-X-X-X-X-X-X-X-X-x-X-X-x-X-X-X-X-X-X-X-X-X-X-X-X-X-x—X-X-X-X-X-X-x-X-X-X
X-X-X-x-x-x-X-X-x-X-X-x
I
I o;2
dim
x
x 333333
1
AIR DIS HARGE
I . �� i
X
x
I
Collects condesated
-► RECEIVER
I
x
1
water from airline TANK
AIR COMPRESSOR
X
I
X
I
x
X
I
1
x
x
I w
I
x
x lz
INFLUENT LINE
I
x
I
Ix
x 3
Free -phase product is skimmed
-
I
OIL/WATER
off top of OWS and flows into
1
x LL
SEPERATOR
the product recovery tank;
x
remaining groundwater discharged through
I
x
I
effluent line
X
x PRODUCT RECOVERY
Ix
I TANK
I
X
I
X
x
I
x
I
x
FENCED IN TREATMENT SYSTEM COMPOUND I
I Z
;-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-X-x
x J
>
x
X
O
X
I tL tL
Q
I
x w
I
X
X
I
I
X
I
x
I
x
x
x
I AIR STRIPPER
x
I
I
x
I
x
I
x Treated GW
Blower -supplied air
-for
x
I
x
I \�
.4
volatilisation of GW
I
I
x
x
I
I
x
x
I
BLOWER
x
x
I
I
x
x
I
x
I
x
-
- EFFLUENT UNE
x
1
x
1
t
X
x
-x-x-x-x-x-x-x-x-x-X-X-x-x-x-X-x-x-x-x-x-x-x-x-x
I
x-x-x-X
LEGEND
PUBLIC -PRIVATE VENTURE (PPV)
Treated water discharged to nearby
Treatment System Components
TREATMENT SYSTEM LAYOUT
sanitary sewer via tie-in to existing
MARINE CORPS AIR STATION
sanitary sewer manhole
-Treatment System Lines
NEW RIVER, NORTH CAROLINA
- 46,080 GPD
rx-
xx X Fence Line
P." xo.:
180815
wre
NOV 2018
oxnwr� er. � ECKEo er.
KLP BDG

TC-341
Volatiles
Method
15A NCAC 2L
Groundwater Quality
Standard/
Remedial Goal
(µg/L)
TC341-
Effluent
Sample
10/31/2018
(Ng/L)
Benzene
8260
1
ND
cis-1,2-Dichloroethene
8260
70
ND
Di -Isopropyl Ether
8260
70
ND
Ethylbenzene
8260
600
ND
4-Isopropyltoluene
8260
25
ND
n-Propylbenzene
8260
70
ND
Toluene
8260
600
ND
Trichloroethene
8260
3
ND
Vinyl Chloride
8260
0.03
ND
Xylene (total)
8260
500
ND
Semi-Volatiles
Acenaphthene
8270
80
0.7
Acenaphthylene
8270
200
ND
Anthracene
8270
2000
ND
Benzo(a)anthracene
8270
0.05
ND
Fluorene
8270
300
2.1
1-Methylnaphthalene
8270
1
2.9
2-Methylnaphthalene
8270
30
ND
Naphthalene
8260/70
6
1.9
Phenanthrene
8270
200
3.3
pg/L = micrograms/liter
ND = Not Detected
Bold = concentration above 2L

14,400 - 21,600 GRID
EFFLUENT TO
SYSTEM OUTFALL
(CONNECTED TO
SANITARY MANHOLE(
ENTRANCE
GATE
INFLUENT FROM
VERTICAL RECOVERY
WELLS AND HORIZONTAL
RECOVERY TRENCH
Legend
Treatment System Components
Concrete Inspection Sump
Treatment System Line
TC-341 SYSTEM
SUPPLY TO
COMPOUND LAYOUT
REAIR
COVERY WELLS
&TRENCH
Ix-x-x-x-x-x-r-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-
x
-x-x-x-x-x1
I
I
x
I
I
5-HP
I
I
x
I
TRANSFER
AIR
x
16-STAGE
PUMP
COMPRESSOR
x
x
IF
BAG FILTERS
1
x
I
x
I
CARBON FILTERS'
x
x
x
'CARBON FILTERS ARE BYPASSED
x
I
x
BUT REMAIN ONSITE IF NEEDED
I
I
I
x
I
x
3 x 3CONCRETE
I
x
I
x
IL
INSPECTION SUMP
I
7-FT CHAINLINK
x
I
I
x
FENCE x
I
I
x
I
x
I
x
x
OIL/WATER
PRODUCT
AIR STRIPPER
I
x
I
x
CLEAN WATER x
x
SEPARATOR
HOLDING
SUPPLYTANK
TANK
20-HP
(1,500 GAL(
x
I
BLOWER
x
I
x
I
x
30' x 46CONCRETE CONTAINMENT PAD
x
x
I
I
x x
xx-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x
DOUBLE DOOR
GATE
NOT TO SCALE
1x
System Flow Direction xx—x — x1 ChaiMink Fence
OContainment Wall
Containment Pad
TC-341 System Layout
TC-341 AMR
MCB Camp Lejeune, NC

RAPID REFUELER
15A NCAC 2L
RAPID REFUELER
Groundwater Quality
Groundwater
Standard/
Sample 10/31/2018
Remedial Goal
(µ9/L)
(N9/L)'
Semi-Volatiles
Method
Acenaphthene
625
80
1.66
Fluorene
625
300
1.58
1-Meth (naphthalene
625
1
126
2-Meth Ina hthalene
625
30
168
Naphthalene
625
6
365
= Highest contaminant concentration reported from 2018 groudwater monitoring well sampling data.
Per- and Pol fluoroalk I Substances PFAS
Method
USEPA
Lifetime Health
Advisory
(Ng/L)
Rapid Refueler
Effluent Sample
11/15/2018
(Ng/L)
N-Ethyl Perfluorooctanesulfonamidoacetic Acid EtFOSAA
USEPA 537
NE
ND
N-Meth I Perfluorooctanesulfonamidoacetic Acid McFOSAA
USEPA 537
NE
ND
Perfluorobutanesulfonic acid PFBS
USEPA 537
NE
0.493
Perfluorodecanoic Acid (PFDA)
USEPA 537
NE
0.00154 J
Perfluorododecanoic Acid PFDoA
USEPA 537
NE
ND
Perfluorohe tannic acid PFH A
USEPA 537
NE
0.453
Perfluorohexanesulfonic acid PFHxS
USEPA 537
NE
3.244
Perfluorohexanoic Acid PFHxA
USEPA 537
NE
1.149
Perfluorononanoic acid PFNA
USEPA 537
NE
0.0765
Perfluorooctane Sulfonate PFOS)
USEPA 537
0.07
5.191
Perfluorooctanoic acid PFOA
USEPA 537
0.07
0.453
Perfluorotetradecanoic Acid PFTeDA
USEPA 537
NE
ND
Perfluorotrdecanoic Acid PFTrDA
USEPA 537
NE
ND
Perfluoroundecanoic Acid PFUnA
USEPA 537
NE
ND
pg/L = micrograms/liter
ND = Not Detected
NE = Not Established
J = Analyte present; estimated concentration. Value may or may not be accurate or precise.
= highest concentration reported between effluent sample and effluent duplicate sample.
Bold = concentration above applicable standard (21- or USEPA LHA)

i .aCv�e vaurtj—s � �
1SDIP t
�5 DIP i
Storm ,ater I A #t
;.t ...a55
1 t
s 1
t }
4":
2 1
,ST cont. area
.•ith conc. dike:
I .of2� r
r Bermed L;e i
r transfer are:
i
� a 1
' c E
r
r"
' To sanitary
sow�ar M,
r t
Legend
20 40 80 Feet ® o uHater Separator Manhole
I I I i I Trench Drain
OtWS Pipe
^' - - - - - - - OVS Force Main Sanitary Se:: er Pipe
Lift Station Storrrr:.ater Pipe
• PI4 - -'" Open Drainage Line
0 Cleanout 0 Building
x Inlet
Rapid Refueler Fluids Disposal Location
SAS3503-1 Oil/Water Separator
Building AS-3504
Marine Corps Air Station New River, North Carolina

SCALE 1:113,000
0 0.5 1 2 Kilometers Q
0 0.5 1 2 Miles

WWTP Flows Breakdown
Service Areas Approximate WW Flow (%) Approximate WW Flow (MGD)
Holcomb Blvd (HB)
40%
1.88
Hadnot Point (HP)
39%
1.83
MCAS New River (MCAS)
17%
0.79
Onslow Beach (OB)
<1%
0.036
MARSOC
3%
0.14
............ .................. ..........-,,...,..,,.................................. ............................................................................................................................................................................................................................. -.,....,,,,,,,,,,,...,.....,,,..,.,,,,,,,,,,,,,,,,,.,,....,,,.,.,.,.,,,.,.,..,,,,.,............. .................................. .............................................. .. .
Total WW Flow to AWWTP 100% 4.68 MGD
Other WW Flows
*ONWASA (HB)
5%
0.28
NMC (HB)
<4%
0.15-0.2
Oil Water Separators (multiple)
3%
0.15
Landfill Leachate (HB)
<0.4%
0.01-0.019
Compost Runoff (HB)
0.2%
0.01
WTP Backwash (multiple)
<3%
0.13
Remediation System Flows
PPV (MCAS)
<1%
0.046
TC341 (MCAS)
<0.4%
0.018
AS4141 (MCAS)
<0.2%
0.0086
Rapid Refueler (MCAS)
<0.01%
0.00033
HPFF (HP)
0.9%
0.043
IR78 (HP)
0.2%
0.0099
*ONWASA and all wastewater not listed above is considered domestic.
Enclosure C3

New River Sampling Locations
EneloS-0 VqT

UNITED STATES MARINE CORPS
MARINE CORPS INSTALLATIONS EAST -MARINE CORPS BASE
PSC BOX 20005
CAMP LEJEUNE NC 28542-0005
5090.20
EEP 1 S5 2915
NC Division of Water Resources
Attn: Tom Belnick, NPDES Complex Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Mr. Belnick:
In accordance with guidance issued by the Division of Water
Quality dated October 22, 2012 regarding the Reduction of
Monitoring Frequencies in National Pollutant Discharge
Elimination System (NPDES) Permits for Exceptionally Performing
Facilities, the enclosure is submitted for Marine Corps Base,
Camp Lejeune; NPDES Permit Number NC0063029. The enclosure
summarizes the data generated over the past three years which
support the criteria for allowing reduced monitoring frequencies
of the Base's wastewater treatment facility. We respectfully
request a reduction in NPDES permit monitoring for the following
parameters to twice per week: BOD5, TSS, NH3-N, and Enterococci.
Questions regarding this report should be forwarded to Mr.
Tim Bollinger, Environmental Compliance Branch, Environmental
Management Division, G-F at [phone].
Sincerely,
Om R. TOWNSON
Director, Environmental
By direction of
the Commanding General
Enclosure: 3-Year Effluent Data Summaries
Management
Enclosure f 5I

5090.20
BEMD
SEP 15 2015
Blind Copy:
NAVFAC (Dave Cotnoir - [e-mail])
PWD Utilities (Steven Whited - [e-mail])
EQB
2

PLANT: FRENCH CREEK
PERMIT #: NCO063029
NPDES MONITORING DATA
3 YEAR AVERAGE
SOD
TSS
EFF
EFF
m /L
m /L
0.34
0.07
MONTHLY
LIMITS: 5 - S
10-W
VIOLATIONS
30
YEARS: JULY 2012 - JUNE 2015
TOTAL NUMBER OF DAILY RESULTS ABOVE LIMIT
NH3
ENTERROCCI
BOD
TSS
NI.13
EFF
EFF
(mg/L)
(cfu/100mL)
m /L
m /L
m /L
0.07
1.34
0
0
2
DAILY
2 - S
35
LIMITS: 15
60
6
4 - W
(200% OF MONTHLY AVERAGE
LIMITS)
1 WEEKLY ENTERROCCI LIMIT EXCEEDENCE IN NOV 2012
ENTERROCCI
(cf u/100m L)
2
552
(200% OF WEEKLY AVERAGE LIMITS)

PLANT: FRENCH CREEK
PERMIT #: NCO063029
SAMPLE
MONTH
JANUARY
FEBRUARY
MARCH
APRIL
MAY
JUNE
JULY
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
MONTHLY
LIMITS:
YEARLY
AVERAGES:
VIOLATIONS
YEAR: 2012
NPDES MONITORING DATA
MONTHLY
AVERAGES
BOD
TSS
NH3
EFF
EFF
ENTERROCCI
m /L
m /L
Lrnq/Li
(cfu/100ml-)
0.50
0.95
0.00
2.00
0.00
0.85
0.00
2.38
0.95
0.95
0.00
3.41
0.59
1.10
0.00
1.86
0.00
1.05
0.00
2.30
0.14
1.00
0.00
1.78
1.86
0.86
0.05
1.15
1.65
0.00
0.00
2.00
1.32
0.00
0.00
1.50
0.55
0.37
0.00
1.00
0.00
0.00
0.00
22.06
0.00
0.00
0.00
1.86
5-S 30 2-S 35.0
10-W 4-W
0.63 0.59 0.00 2.26
DAILY RESULTS ABOVE LIMIT
BOD
TSS
NH3
EFF
EFF
m /L
m /L
m /L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
DAILY
LIMITS: 15 60 6
(200% OF MONTHLY AVERAGE LIMITS)
1 WEEKLY ENTERROCCI LIMIT EXCEEDENCE IN NOV 2012
ENTERROCCI
(cfu1100rnL)
0
0
0
0
0
0
0
0
0
0
2
0
552
(200% OF WEEKLY AVERAGE LIMITS)

PLANT: FRENCH CREEK
PERMIT #: NCO063029
YEAR: 2013
NPDES MONITORING DATA
MONTHLY AVERAGES
BOD
TSS
NH3
SAMPLE
EFF
EFF
ENTERROCCI
MONTH
m /L
mac /L)
m !La
(cful100mL)
JANUARY
0.00
0.00
0.00
1.00
FEBRUARY
0.00
0.00
0.67
1.19
MARCH
0.00
0.00
0.00
1.00
APRIL
0.00
0.00
0.00
1.00
MAY
0.41
0.64
0.00
1.00
JUNE
0.80
0.00
0.00
1.00
JULY
0.32
0.00
0.00
1.55
AUGUST
0.00
0.00
0.00
2.85
SEPTEMBER
1.25
0.00
0.00
1.49
OCTOBER
0.09
0.00
0.00
1.08
NOVEMBER
0.10
0.00
0.00
1.29
DECEMBER
0.00
0.00
0.00
1.07
MONTHLY
LIMITS: 5 - S 30 2 - S 35.0
10-W 4-W
YEARLY
AVERAGES: 0.25 0.05 0.06 1.23
VIOLATIONS: NONE
DAILY RESULTS ABOVE LIMIT
BOD TSS NH3
EFF EFF
m lL m lL m /L
0 0 0
0 0 1
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
DAILY
LIMITS: 15 60 6
(200% OF MONTHLY AVERAGE LIMITS)
ENTERROCCI
(cfu/100mL)
0
0
0
0
0
0
0
0
0
0
0
0
552
(200% OF WEEKLY AVERAGE LIMITS)

PLANT: FRENCH CREEK
PERMIT #: NCO063029
YEAR: 2014
NPDES MONITORING DATA
MONTHLY AVERAGES
BOD
TSS
NH3
SAMPLE
EFF
EFF
ENTERROCCI
MONTH
m /L
m /L
m /L
(cfu/100mL)
JANUARY
0.00
0.00
0.00
1.00
FEBRUARY
0.00
0.00
0.00
1.15
MARCH
0.19
0.00
0.00
1.60
APRIL
0.09
0.00
0.00
1.03
MAY
0.27
0.00
0.00
1.03
JUNE
0.09
0.00
0.00
1.10
JULY
0.09
0.00
0.00
1.23
AUGUST
0.00
0.00
0.00
1.45
SEPTEMBER
0.52
0.00
0.00
1.08
OCTOBER
0.00
0.00
0.00
1.18
NOVEMBER
0.00
0.00
0.00
1.15
DECEMBER
0.00
0.00
0.00
1.17
MONTHLY
LIMITS: 5 - S 30 2 - S 35.0
10-W 4-W
YEARLY
AVERAGES: 0.10 0.00 0.00 1.17
VIOLATIONS: NONE
DAILY RESULTS ABOVE LIMIT
BOD
TSS
NH3
EFF
EFF
m /L
/m /L
rn /L
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
DAILY
LIMITS: 15 60 6
(200% OF MONTHLY AVERAGE LIMITS)
ENTERROCCI
(cfull OOmL)
0
0
0
0
0
0
0
0
0
0
0
0
552
(200% OF WEEKLY AVERAGE LIMITS)

PLANT: FRENCH CREEK
YEAR: 2015
PERMIT #: NCO063029
NPDES MONITORING DATA
MONTHLY AVERAGES
DAILY RESULTS ABOVE LIMIT
SOD
TSS
NH3
SOD
TSS
NH3
SAMPLE
EFF
EFF
ENTERROCCI
EFF
EFF
ENTERROCCI
MONTH
m /L
m /L
m lL
(cfu/100mL)
m lL
m /L
m /L
(cfu/lOOmL)
JANUARY
0.25
0.35
0.00
1.70
0
0
0
0
FEBRUARY
0.11
0.00
0.00
1.18
0
0
0
0
MARCH
0.27
0.00
1.78
1.12
0
0
1
0
APRIL
0.09
0.00
0.00
1.05
0
0
0
0
MAY
1.10
0.13
0.05
1.00
0
0
0
0
JUNE
0.91
0.00
0.00
1.35
0
0
0
0
JULY
AUGUST
SEPTEMBER
OCTOBER
NOVEMBER
DECEMBER
MONTHLY
DAILY
LIMITS:
5-3
30
2 -S
35
LIMITS: 15
60
6
552
10 - W
4 - W
(200% OF MONTHLY AVERAGE LIMITS)
(200% OF WEEKLY AVERAGE LIMITS)
YEARLY
AVERAGES:
0.45
0.08
0.30
121
VIOLATIONS: NONE

From: Acosta CIV Lauren D
To: Bollinger CIV Timothy A
Cc: Marshall-Zank CIV James M: Lowder CIV Robert A
Subject: FW: NPDES Reduction of Monitoring Frequencies
Date: Monday, May 02, 2016 9:43:45 AM
Tim
See Tom's response below regarding the WW monitoring reduction request we
sent to the state back in September.
R/
Lauren
-----Original Message -----
From: Belnick, Tom[mailto:tom.belnickA'jncdenr.eov]
Sent: Monday, May 02, 2016 9:39 AM
To: Acosta CIV Lauren D
Subject: [Non-DoD Source] RE: NPDES Reduction of Monitoring Frequencies
Lauren- we've had to put these permit modification requests on hold, since
NPDES has had a staff shortage (1 vacancy just filled, 2 other vacancies
remaining). We hope to be able to address after we fill remaining
positions.
Tom Belnick
Supervisor
NPDES Complex Permitting Unit, DWR
North Carolina Department of Environmental Quality
919-807-6390 office
[e-mail]
512 North Salisbury Street
1617 Mail Service Center
Raleigh, NC 27669
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
-----Original Message -----
From: Acosta CIV Lauren D[maiIto [e-mail]]
Sent: Wednesday, April 27, 2016 11:11 AM
To: Belnick, Tom <[e-mail]>
Cc: Bollinger CIV Timothy A <[e-mail]>
Subject: NPDES Reduction of Monitoring Frequencies

Good morning Tom
Camp Lejeune submitted a request to reduce monitoring frequencies required
by our NPDES Wastewater permit (No. NC0063029) back in September 2015. The
letter is attached for your reference. Can you please tell me the status of
our request?
V/R
Lauren Acosta
Environmental Management Division
MCIEAST-MCB CAMLEJ
Phone: [phone]

MCB CAMLEJ Advanced Wastewater Treatment Plant
3-Year Data Summary - (November 2013 - October 2016)
NPDES Monitoring Data - 3-Year Average
TSS
BOD Effluent
NH3
Enterococci
Effluent
(mg/L)
(mg/L)
(mg/L)
(cfu/100 ml-)
0.25
0.05
0.05
1.27
Monthly
Limits:
5 (Summer)
30
2 (Summer)
35
10 (Winter) 1
4 (Winter)
Total Number of Daily Results Above Limit
TSS
BOD Effluent
NH3
Enterococci
Effluent
(mg/L)
(mg/L)
(mg/L)
(cfu/100 ml-)
0
0
2
0
Daily
Limits:
10 (Summer)
60
4 (Summer)
552
20 (Winter) 1
8 (Winter)
Daily * 200% of monthly average limits (BOD, TSS, NH3)
limits: * 200% of weekly average limits (Enterococci)
VIOLATIONS: No violations in specified timeframe

MCB CAMLEJ Advanced Wastewater Treatment Plant
3-Year Data Summary - Year 2016
NPDES Monitoring Data - Monthly Averages
Sample
Month
BOD Effluent TSS NH3 Enterococci
Effluent
(mg/L) (mg/L) (mg/L) (cfu/100 mL)
January
0.26
1.00
0.00
4.02
February
0.10
0.00
0.00
1.34
March
0.26
0.00
0.00
1.42
April
0.10
0.00
0.00
1.00
May
0.43
0.001
0.14
1.20
June
0.18
0.00
0.00
1.30
July
0.70
0.00
0.00
2.02
August
0.74
0.00
0.00
1.85
September
0.62
0.00
0.00
1.28
October
0.551
0.001
0.001
1.95
Monthly
Limits:
5 (Summer)
30
2 (Summer)
35
10 (Winter)
4 (Winter)
Yearly
0.39
0.10
0.01
1.60
Averages:
VIOLATIONS: No Violations in 2016
Daily Results Above Limit
Sample
Month
BOD Effluent TSS NH3 Enterococci
Effluent
(mg/L) (mg/L) (mg/L) (cfu/100 mL)
January
0
0
0
0
February
0
0
0
0
March
0
0
0
0
April
0
0
0
0
May
0
0
0
0
June
0
0
0
0
July
0
0
0
0
August
0
0
0
0
September
01
01
0
0
October
01
01
01
0
Daily Limits:
10 (Summer)
60
4 (Summer)
552
20 (Winter)
8 (Winter)
Daily limits: * 200% of monthly average limits (BOD, TSS, NH3)
200% of * 200% of weekly average limits (Enterococci)

MCB CAMLEJ Advanced Wastewater Treatment Plant
3-Year Data Summary - Year 2015
NPDES Monitoring Data - Monthly Averages
Sample
Month
BOD Effluent
(mg/L)
TSS
Effluent
(mg/L)
NH3
(mg/L)
Enterococci
(cfu/100 ml-)
January
0.25
0.35
0.00
1.70
February
0.11
0.00
0.00
1.18
March
0.27
0.00
1.78
1.12
April
0.09
0.00
0.00
1.05
May
1.10
0.13
0.05
1.00
June
0.91
0.00
0.00
1.35
July
0.55
0.00
0.00
1.06
August
0.29
0.00
0.00
1.45
September
0.10
0.00
0.00
1.10
October
0.00
0.00
0.001
1.00
November
0.00
0.32
0.001
1.00
December
0.10
0.001
0.001
1.07
Monthly
Limits:
5 (Summer)
30
2 (Summer)
35
10 (Winter) 1
4 (Winter)
Yearly
0.31
0.07
0.15
1.17
Averages:
VIOLATIONS: No Violations in 2015
Daily Results Above Limit
Sample
Month
BOD Effluent
(mg/L)
TSS
Effluent
(mg/L)
NH3
(mg/L)
Enterococci
(cfu/100 mL)
January
0
0
0
0
February
0
0
0
0
March
0
0
2
0
April
0
0
0
0
May
0
0
0
0
June
0
0
0
0
July
0
0
0
0
August
0
0
0
0
September
0
0
0
0
October
01
01
0
0
November
0
01
01
0
December
01
01
01
0
Daily Limits:
10 (Summer)
60
4 (Summer)
552
20 (Winter)
8 (Winter)
Daily limits: * 200% of monthly average limits (BOD, TSS, NH3)
200% of * 200% of weekly average limits (Enterococci)

MCB CAM LEJ Advanced Wastewater Treatment Plant
3-Year Data Summary - Year 2014
NPDES Monitoring Data - Monthly Averages
Sample
Month
BOD Effluent
(mg/L)
TSS
Effluent
(mg/L)
NH3
(mg/L)
Enterococci
(cfu/100 mL)
January
0.00
0.00
0.00
1.00
February
0.00
0.00
0.00
1.15
March
0.19
0.00
0.00
1.60
April
0.09
0.00
0.00
1.03
May
0.27
0.00
0.00
1.03
June
0.09
0.00
0.00
1.10
July
0.09
0.00
0.00
1.23
August
0.00
0.00
0.00
1.45
September
0.52
0.00
0.00
1.08
October
0.00
0.00
0.00
1.18
November
0.00
0.00
0.00
1.15
December
0.00
0.00
0.001
1.17
Monthly
Limits:
5 (Summer)
30
2 (Summer)
35
10 (Winter) 1
4 (Winter)
Yearly
0.10
0.00
0.00
1.18
Averages:
VIOLATIONS: No Violations in 2014
Daily Results Above Limit
Sample
Month
BOD Effluent
(mg/L)
TSS
Effluent
(mg/L)
NH3
(mg/L)
Enterococci
(cfu/100 ml-)
January
0
0
0
0
February
0
0
0
0
March
0
0
0
0
April
0
0
0
0
May
0
0
0
0
June
0
0
0
0
July
0
0
0
0
August
0
0
0
0
September
0
0
0
0
October
0
01
0
0
November
0
0
0
0
December
0
01
01
0
[Daily Limits:
10 (Summer)
60
4 (Summer)
552 -7
20 (Winter)
-
8 (Winter)
Daily limits: * 200% of monthly average limits (BOD, TSS, NH3)
200% of * 200% of weekly average limits (Enterococci)

MCB CAMLEJ Advanced Wastewater Treatment Plant
3-Year Data Summary - Year 2013
NPDES Monitoring Data - Monthly Averages
Sample
Month
BOD Effluent
(mg/L)
TSS
Effluent
(mg/L)
NH3
(mg/L)
Enterococci
(cfu/100 ml-)
January
0.00
0.00
0.00
1.00
February
0.00
0.00
0.67
1.19
March
0.00
0.00
0.00
1.00
April
0.00
0.00
0.00
1.00
May
0.41
0.64
0.00
1.00
June
0.80
0.00
0.00
1.00
July
0.32
0.00
0.00
1.55
August
0.00
0.00
0.00
2.85
September
1.25
0.00
0.00
1.49
October
0.09
0.00
0.001
1.08
November
0.10
0.00
0.001
1.29
December
0.00
0.00
0,001
1.07
Monthly
Limits:
5 (Summer)
30
2 (Summer)
35
10 (Winter)
4 (Winter)
Yearly
0.25
0.05
0.06
1.29
Averages:
VIOLATIONS: No Violations in 2013
Daily Results Above Limit
Sample
Month
BOD Effluent
(mg/L)
TSS
Effluent
(mg/L)
NH3
(mg/L)
Enterococci
(cfu/100 ml-)
January
0
0
0
0
February
0
0
0
0
March
0
0
0
0
April
0
0
0
0
May
0
0
0
0
June
0
0
0
0
July
0
0
0
0
August
0
0
0
0
September
0
0
0
0
October
0
0
0
0
November
0
0
0
0
December
0
0
01
0
Daily Limits:
10 (Summer)
60
4 (Summer)
1 8 (Winter)
552
20 (Winter)
Daily limits: * 200% of monthly average limits (BOD, TSS, NH3)
200% of * 200% of weekly average limits (Enterococci)

DWQ Guidance Regarding the Reduction of Monitoring Frequencies in
NPDES Permits for Exceptionally Performing Facilities
October 22, 2012
A. Purpose
In its efforts to reduce the regulatory burden upon permittees while maintaining adequate compliance
oversight over point source discharges, DWQ has developed the following guidance for the reduction
of monitoring frequencies in NPDES permits for specific target parameters. Standard minimum
NPDES monitoring frequencies are established in 15A NCAC 2B .0508 for discharges from facilities
with specific Standard Industrial Classification (SIC) categories. However, 2B .0508(b)(1) states: "If it
is demonstrated to the satisfaction of the Director that any of the tests and measurements, sampling
points, or frequency of sampling requirements, as required in this Rule for a particular SIC group, are
not applicable to the discharge of a particular water pollution control facility, or if it can be
demonstrated that the objectives of this Section can be achieved by other acceptable means then
such requirements may be waived or modified to the extent that the Director determines to be
appropriate." This document identifies criteria to be used by DWQ that satisfies the regulatory
standard for the allowance of reduced monitoring frequencies for facilities included in SIC 4952.
This guidance applies to facilities with outstanding NPDES program compliance histories, exhibiting
effluent discharges that are excellent in both quality and consistency. Such performance will
demonstrate that compliance for particular parameters can be adequately evaluated with less
monitoring. Facilities demonstrating consistent, long-term treatment performance at levels far below
effluent limitations (<50%) may be considered for a reduction in monitoring from existing permit
frequencies to a 2/week minimum frequency for the parameters BOD5, CBOD5 TSS, NH3-N and fecal
coliform/enterococci (the "target parameters").
B. Approval Criteria
Individual NPDES facilities shall submit a written request to modify their NPDES permit specifying
which parameters are to be considered for reduced monitoring . Permit holders must include with
their requests sufficient data, statistical analyses, and other information to support the justification for
reduced monitoring. NPDES permit staff shall review the application and supporting information.
Approval of reduced monitoring frequency shall be granted if all the criteria below are met:
• The facility has no more than one civil penalty assessment for permit limit violations for each
target parameter during the previous three years.
• Neither the permittee nor any of its employees have been convicted of criminal violations of the
Clean Water Act within the previous five years.
• The facility is not currently under an SOC for target parameter effluent limit noncompliance.
• The facility is not on EPA's Quarterly Noncompliance Report for target parameter limit violations.
• For BOD5i CBOD5, TSS, NH3-N and TSS, the three year arithmetic mean of effluent data must be
less than fifty percent of the monthly average permit limit. For fecal coliform or enterococci, the

three year geometric mean must be less than 50 percent of the monthly average permit limit. For
parameters with summer and winter limits, an annual arithmetic mean of the seasonal limits may
be used in the calculation.
• With the exception of fecal coliform or enterococci, no more than 15 daily sampling results over
the 3-year review period can be over 200% of the monthly average limit for BOD5, CBOD5i TSS,
or NH3-N . Values associated with documented impacts of extreme weather or events beyond the
control of the permittee will not be included.
• For fecal coliform or enterococci, no more than 20 daily sampling results may be over 200% of the
weekly average limit. Values associated with documented impacts of extreme weather or events
beyond the control of the permittee will not be included.
• For the four target parameters, sampling results shall not show more than two non -monthly
average limit violations during the previous year.
• Reduced effluent monitoring must not impair assessment of sensitive downstream uses, such as
endangered species.
C. Implementation
After DWQ review and approval, the facility's NPDES permit will be reissued with reduced monitoring
frequencies for qualified parameters. Additional NPDES permit requirements will include:
• Eligible facilities may be granted a reduction from existing permit monitoring frequencies to a
2/week minimum frequency for the four target parameters. Reductions will be made for both
effluent and influent sampling.
• Where monitoring is reduced to twice per week, it must occur on any two non-consecutive days
during the calendar week (Sunday through Saturday).
• Required monitoring frequency reductions establish new permit minimums for monitoring. As
always, facilities may monitor more often than required in the permit.
• If a reportable event, as defined by the permit [e.g., Part II (E) (6 & 9)] occurs, any facility granted
reduced monitoring frequencies will be encouraged to monitor on a daily basis until the episode is
resolved.
Monitoring frequency reduction from the minimum frequencies reductions established by the rules are
based upon consistent, exceptional performance. DWQ may revoke on a case -by -case basis these
reductions if the facility begins to perform in noncompliance with permit limits. If a facility's monitoring
reduction for a specific parameter is removed through permit modification, reconsideration of
monitoring frequency reduction will only occur three years following the revocation/permit modification
action, or at the next permit renewal.