WQ0001489_Permit Renewal Package_20190122

UNITED STATES MARINE CORPS
MARINE CORPS AIR STATION
POSTAL SERVICE CENTER 8003
CHERRY POINT, NORTH CAROLINA 20539-0003
North Carolina Department of
Environment and Natural Resources
Division of Water Resources
Water Quality Permitting Section
Non -Discharge Permitting Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
IN REPLY REFER TO:
5090/07122
LN
January 22, 2019
SUBJECT: 2019 LAND APPLICATION OF RESIDUALS PERMIT RENEWAL
Marine Corps Air Station (MCAS) Cherry Point submits the
enclosed renewal package for our Land Application of Residuals
permit WQ0001489. This permit is scheduled to expire on July 31,
2019.
The 28.0 acres encompassing Field 9 is to be deleted from
the available total acreage of 417.24 as indicated in Table I of
the Land Application Site Certification (LASC) form. The
requested acreage to be certified for this renewal is 389.24
acres. Field 9 is no longer a viable site of future expansion due
to construction of a military facility. There is no known history
of prior application to this site.
During the current permit cycle, no residuals were generated
from the following sources: Atlantic Airfield WWTF, Bogue
Airfield WWTF, and Piney Island (BT -11) WWTF. As there was no
residuals generated, there was no analysis performed per
Attachment A of the permit for these sources. Therefore, the
- presented analysis and calculations are based on the data
presented in the 2014 renewal package.
As established in the 2014 renewal package of this permit,
the Land Owner Agreement (LOA) form is deemed non -applicable as
the location of all permitted residual land application fields
are owned by MCAS Cherry Point. Therefore it is not included in
this renewal package as required per the Land Application Site
Certification (LASC) for permit renewal.
The sodium adsorption ration (SAR) was calculated at 17.6.
This is greater than 10.0 and was determined to be caused by a
reduction in calcium from the previous year. Resampling has been
requested but was not completed prior to the submittal deadline
of this application. The results will be provided to North

Carolina's Department of Environmental Quality (NCDEQ) staff Mr.
Will Hart and Mr. Toby Darby.
For additional information, please do not hesitate to
contact Mr. Timothy Lawrence of the Environmental Affairs
Department at [phone].
Sinc ely,
C. E. SCHULZ
Deputy Facilities Director
By direction of
the Commanding Officer
Enclosure: 2019 Permit Renewal Package

2019 LAND APPLICATION OF RESIDUALS PERMIT RENEWAL PACKAGE
1. RLAP 06-16
2. LASC 06-16
a.Approximate Center of Application Fields
b. Vicinity Map
c. Soil Survey Map
d. CPLRs
3. Residual Source Certifications
a. Area Vicinity Map
b. RSC 06-16 for Cherry Point WWTP
i. Vicinity Map
ii. Supporting Documentation
iii. Laboratory Analytical
c. RSC 06-16 for Atlantic Airfield WWTF
i. Vicinity Map
ii. Supporting Documentation
iii. Laboratory Analytical
d. RSC 06-16 for Bogue Airfield WWTF
i. Vicinity Map
ii. Supporting Documentation
iii. Laboratory Analytical
e. RSC 06-16 for Piney Island {13T-11} WWTF
i. Vicinity Map
ii. Supporting Documentation
iii. Laboratory Analytical
4. O&M Plan
5. Current Permit

RESIDUALS LAND APPLICATION PROGRAM
(RLAP 06-16)

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T.1100 — RESIDUALS LAND APPLICATION PROGRAM
INSTRUCTIONS FOR FORM: RLAP 06-16 & SUPPORTING DOCUMENTATION
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two „copies of the application and
sporting documentation
For more information, visit the Water Quality Permitting Section's Nnn_Dis Lharg P!it
General — This application is for treatment, storage, transport, and/or land application of Class B residuals (may include residuals that
are generated from a water treatment plant or other type facilities) on the proposed or currently approved land application site(s) under
15A NCAC 02T _1100.
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Land Application Program (FORM: RLAP 06-16) Application: (All Application Packages):
® Submit the completed and appropriately executed Residuals Land Application Program (FORM: RLAP 06-16) form. Please
do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
® The Applicant's Certification on Page 5 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). An alternate
person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A
NCAC 02T.0 106(b)
❑ if this project is for a modification of an existing permit, submit one copy of the existing permit.
® Please submit this application form at Ieast 180 days prior to the expiration date on the existing permit, or 90 days prior to
operation of proposed facility(ies) for application packages involving new or changes to treatment and storage units.
B. Application Fee (New and Major Modification Application Packages)
❑ Submit a check, money order or electronic funds transfer made payable to: North Carolina Department of Environmental
Quality (NCDEQ).
Facility Classification New Permit Major Modification I
Major (land are permitted for > 300 acres) $1,310 $395
Minor (land are permitted for < 300 acres) I $810 $245
' - A major modification shall be defined as any permit modification that: increases the generating facility's residuals dry tonnage;
adds additional land application areas not previously approved for that particular program [including transferring of field(s) from
one program to another]; adds additional residuals sources; or includes the addition of new treatment or storage units/processes not
previously permitted. There is no fee for minor modifications to a permit.
C. Cover Letter (All Application Packages)
® List all items included in the application package, as well as a brief description of the requested permitting action.
D. Environmental Assessments (May be Required — See 15A NCAC 1C .0300}
❑ Submit a copy of the Findings of No Significant Impact (FONSI) or Environmental Impact Statement (EIS). Also, include
information on any mitigating factor(s) from the Environmental Assessment (EA) that impact the construction of the residuals
treatment and storage facilities. An EA may also be required for private systems if any public funds and/or lands are used for
the construction of the subject facilities.
INSTRUCTIONS FOR FORM: RLAP 06-16 Page 1 of 3

E. Operation and Maintenance Plan (New and Renewal Application Packages)
❑ For Modification Application, if there are any changes to the existing plan, submit an updated O&M plan.
® Submit the O&M Plan in accordance with 15A NCAC 02T. I 110 and include at a minimum:
® Operational functions; describe the operation of the program to show what operations are necessary for the program to
function and by whom the functions are to be conducted.
® Maintenance schedules; may include equipment calibration, maintenance of signs, etc.
® Safety measures; may include safety training program, manuals, signs, etc.
® Spill response plan; including control, containment, remediation, emergency contact information, etc.
® Inspection plan including the following information;
® Names and titles of personnel responsible for conducting the inspections.
® Frequency and location of inspections, including those to be conducted by the ORC, and procedures to assure that the
selected location(s) and inspection frequency are representative of the residuals management program.
® Detailed description of inspection procedures including record keeping and actions to be taken by the inspector in the event
that noncompliance is observed.
® Sampling and monitoring plan including the following information;
® Names and titles of personnel responsible for conducting the sampling and monitoring.
® Detailed description of monitoring procedures including parameters to be monitored.
® Sampling frequency and procedures to assure that representative samples are being collected. Fluctuation in temperature,
Flow, and other operating conditions can affect the quality of the residuals gathered during a particular sampling event. The
sampling plan shall account for any foreseen fluctuations in residuals quality and indicate the most limiting times for
residuals to meet pathogen and vector attraction reduction requirements (e.g. facilities that land apply multiple times per
year but have an annual sampling frequency, may need to sample during winter months when pathogen reduction is most
likely to be negatively affected by cold temperatures.
THE FOLLOWING ADDITIONAL ITEMS (G to M) ARE REQUIRED FOR DEDICATED PROGRAM ONLY.
F. Program Determination
❑ Dedicated residuals land application programs are ones in which land application sites meet the criteria in 15A NCAC 02T
.1 10202 2 . Specifically, a residuals land application program is designated as dedicated if any of the following are applicable:
❑ Any land application site certified for the residuals land application program that receives residuals at rates or frequencies
greater than agronomic rates.
❑ Any land application site certified for the residuals land application program that is used primarily for residuals disposal,
and agricultural crop production is of secondary importance.
❑ Any land application site certified for the residuals land application program that receives residuals through fixed irrigation
facilities or irrigation facilities fed through a fixed supply system.
❑ PIease contact the Non -Discharge Permitting Unit if you need any assistance in determining whether your residuals program
falls under the dedicated program definitions.
G. Program Information
❑ Provide an explanation of why a dedicated system is required instead of a conventional non -dedicated system.
❑ Provide an explanation of the dedicated system and its operation.
H. Detailed Site Maps (All New or Modification Application Packages)
❑ Submit three (3) sets of standard size plans and two (2) sets of I V by 17" plans (electronic format is acceptable - Adobe PDF
only). For Modifications, submit plans specific to the modification(s) only.
❑ Plans must include the following minimum items:
❑ A general location map, a vicinity map and a topographic map with contours not exceeding 10 feet or 25% of the total site
relief and showing all facility related structures and fences within the land application area.
❑ The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial), springs, lakes, ponds, and other surface drainage features within 500 feet of the land application site(s).
❑ Delineation of the review and compliance boundaries
❑ Setbacks as required by 15A NCAC 02T .1108
❑ Site property boundaries within 500 feet of all waste treatment, storage, and disposal site(s).
❑ A map showing the entire irrigation area with an overlay of the suitable irrigation area depicted by the soil scientist's
evaluation. The irrigation plans shall show each nozzle/emitter and wetted area (when applicable). Clearly label spray
irrigation zones as they will be operated.
❑ Plans must depict a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT FOR
CONSTRUCTION, etc.) that indicate that they are anything other than final plans. However, the plans may be labeled with
the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
INSTRUCTIONS FOR FORM: RLAP 06-16 Page 2 of 3

I.
J.
K.
L.
Project Evaluation and Receiver Site Management Plan (All New Application Packages or Modifications that include new sites)
❑ Submit a project evaluation and a receiver site management plan (if applicable) with recommendations concerning cover crops
and their ability to accept the proposed application rates.
Hydrogeologie Report (All New Application Packages or Modifications involving increasing the total design capacity)
❑ Submit a detailed hydrogeologic evaluation in accordance with 15A NCAC (12T .1 14 d 4 and current Division Policy
available at: NtP:ftww.ncwater.ordRules Policies and/ Regulations/. The document shall be signed, sealed and dated by a
qualified professional.
Engineering Design Documents (All New or Modification Application Packages with fixed irrigation facilities or irrigation
facilities fed through fixed supply system)
❑ Submit engineering design documents that have been signed, sealed, and dated by a NC licensed Professional Engineer and/or
Professional Land Surveyor in accordance with 15A NCAC 02T. I 104(d)(2). For Modifications, submit an updated site map
specific to the modification(s) only.
❑ The design documents must include the following minimum items:
❑ Engineering plans for the facility and equipment except those previously permitted unless they are directly tied into the new
units or are critical to the understanding of the complete process;
❑ Specifications describing materials to be used, method of construction, and means for ensuring quality and integrity of the
finished product including leaking testing; and
❑ Engineering calculations including hydraulic and pollutant loading, sizing criteria, hydraulic profile, total dynamic head
curve analysis for each pump, and irrigation design.
❑ Soil mapping units shown on all disposal sites.
Water Balance (All New Application Packages or Modifications that include new sites utilizing fixed irrigation facilities or
irrigation facilities fed through fixed supply systems)
❑ Submit a completed and accurate water balance in accordance with 15A NCAC 02T .I 104fd)(5) and current Division Policy
available at: http./Iwww.ncwater.orpJRules_Policies_and_Reaulations/.
Property Ownership Documentation (All New or Modification Application Packages involving new and/or relocated treatment
or irrigation components)
❑ Property ownership documentation shall consist of one of the following:
❑ Legal documentation of ownership (i.e., CIS, deed or article of incorporation), or
❑ Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
❑ An easement running with the land specifically indicating the intended use of the property and meeting the requirements of
15A NCAC 02L .0107(f), or
❑ A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat or
survey map.
ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL
SUPPORTING INFORMATION AND MATERIALS, SHALL BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
TELEPHONE NUMBER: [phone]
By Courier/Special Delivery:
512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27604
FAX NUMBER: [phone]
INSTRUCTIONS FOR FORM: RLAP 06-16 Page 3 of 3

State of North Carolina
Department of Environmental Quality
,.7W-
Division of Water Resources
Division of Water Resources 15A NCAC 02T.1100 — RESIDUALS LAND APPLICATION PROGRAM
FORM: RLAP 06-16
1. APPLICANT INFORMATION:
1. Applicant's name: US MCAS Cherry Point
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
® Federal ❑ State ❑ Municipal ❑ County
Signature authority's name per 15A NCAC 02T _0106: Charles E. Schulz Title: Deputy Facilities Director
Applicant's mailing address: USMC Cherry Point, Environmental Affairs Department, PSC Box 8006
City: Cherry Point State: NC Zip: 28533-0006
Telephone number:2( 522 466-3148 Email Address: [e-mail]
2. Consultant's name: Timothy O. Lawrence License Number (for P.E.): 034317
Affiliation: E On Staff ❑ Retained (Firm:
Consultant's mailing address: USMC Cheay Point Environmental Affairs Department, PSC Box 8006
City: Cherry Point State: NC Zip: 28533-0006
Telephone number: (2� 466-2754 Email Address: [e-mail]
3. Agronomist's name:
License Number:
Affiliation: ® NIA ❑ On Staff
❑ Retained (Firm:
Agronomist's mailing address:
City: State:
Zip: -
Telephone number: (U _-
Email Address: _
4. Soil Scientist's name:
License Number:
Affiliation: E NIA ❑ On Staff
❑ Retained (Firm:
Soil Scientist's mailing address:
City: State:
Zip: -
Telephone number: (_ ) _-_^
Email Address:
5. Fee submitted: $0.00 (See Instruction B)
II. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ❑ modified, E renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: WO0001489
Date of most -recently issued permit: 5/16/2014
Date of most -recently certified Attachment A (if different than the permit):
Date of most -recently certified Attachment B (if different than the permit):
FORM: RLAP 06-16 Page I of 5

III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Residuals Processing Facility's physical address: Roosevelt Blvd
City: Cherry Point State: NC Zip: 28533-0006
Coordinates: Latitude: 34` 58'49" Longitude: 76' 25'48"
Datum: Level -of accuracy:
Method of measurement:
2. County where residuals land application program is headquartered: Craven
3. List the Operator In Responsible Charge (ORC) and all Back -Up ORCs for the residuals land application program, their
certification numbers, and their affiliations in the following table:
Designation
Name
Affiliation
Certification Number
ORC
Patricia T. Davis
MCAS Cherry Point
LA 27654
Back -Up ORC
David Brigman
MCAS Cherry Point
LA 995893
Additional Back -Up
ORCs
(if applicable)
97.26
49,051
If an ORC and at least one Back -Up ORC are not currently designated for this residuals land application program, provide the
candidates' names, affiliations, and an estimated time schedule for each candidate's completion of the required training school
and certification test:
4. Complete the following tables regarding management of the residuals land application program:
a. Plant Available Nitrogen Summary: Determine the maximum plant available nitrogen (PAN) generated by all residuals
source -generating facilities as currently certified and proposed for certification with this application and list the results in the
following table:
Maximum amount of residuals to be certified: dry tons per year.
PAN
Pounds of PAN per Dry Ton
(Weighted Average)
Pounds of PAN per Year
Surface
Incorporation
or Injection
Surface
Incorporation
or Injection
First -Year
58.25
Row Crops
29,374
Five -Year Maximum Adjusted
97.26
49,051
b. LandApplicaflon Site Use Summary: Summarize information regarding the land application sites as currently certified and
proposed for certification with this application:
Category
Use
Acres
Comments
Crops
Forest or Plantation
Row Crops
Hay
Pasture
417.24
Fescue around runway clear zones
Total:
417.24
Methods
Surface
417.24
Incorporation or Injection
Total:
417.24
FORM: RLAP 06-16 Page 2 of 5

c. Residuals Land Application Summarv; Determine the minimum acreage required to land apply the residuals as currently
certified and proposed for certification assuming the scenarios listed in the following table:
Assumed
Application Rate
(lbs PAN/ac-yr)
Acres Required Using
First -Year PAN Concentrations
Acres Required Using
Five -Year Maximum Adjusted PAN
Concentrations
Surface
Incorporation or
Injection
Surface
Incorporation or
Injection
50
587
981
l00
294
491
150
196
327
200
147
245
6. If applicable, provide a plan and a schedule to resolve any known issues that would prevent land application of the proposed
residuals due to the violation of North Carolina Administrative Code (e.g. not enough storage, not enough land, vector reduction
practices not in place, etc.): nla
7. Specify type of residuals program (See Instruction F): ® Non -dedicated ❑ Dedicated
IF Dedicated, specify the following (check all that apply):
❑ Residuals program contains any land application site(s) that receives residuals at rates or frequencies greater than agronomic
rates, explain;
❑ Residuals program contains any land application site(s) that is used primarily for residuals disposal, and agricultural crop
production is of secondary importance, explain;
❑ Residuals program contains any land application site(s) that receives residuals through fixed irrigation facilities or irrigation
facilities fed through a fixed supply system, explain;
IV. RESIDUALS SOURCE INFORMATION: (Required for all new, renewed, or modified residuals source)
Complete and submit the following Residuals Source Certification and all associated documentation.
Residuals Source
Certification
V. LAND APPLICATION SITE INFORMATION: (Required for all new, renewed, or modified Iand application site)
Complete and submit the following Land Applications Site Certification and all associated documentation.
Land Application Site
Certification.doc
FORM: RLAP 06-16 Page 3 of 5

Note: Item VI. Applicable to Dedicated Program with fixed irrigation system only.
VI. DESIGN INFORMATION FOR FIXED IRRIGATION SYSTEM
1. The irrigation system is: ❑ Spray ❑ Drip
2. Disposal system is: ❑ existing ❑ proposed.
3. Minimum depth to mean seasonal high water table (SHWT) within irrigation sites(s) per Soil Scientist's Evaluation: feet
below ground surface. Rules 15A NCAC 02T .0505(p) requires at least one -foot vertical separation between S14WT and ground
surface.
4. Are there any artificial drainage or water movement structures within 200 feet of any irrigation area?
❑ Yes or ❑ No If Yes, please explain if the soil scientist report addresses artificial structures and please indicate if
structures are to be maintained or modified:
5. Loading rates recommended by the Soil Scientist Evaluation:
Soil Series Fields within Soil Area
Recommended Recommended
Loading Rate Loading Rate
ir 09/yr)
Number of
Nozzles
Maximum Application Design Annual Loading
Rate ( allonslhr) Rate (gallons/yr)
Wetted area of nozzles ft'
Nozzle capacity gpm
6. Design loading rates are equal or less than the loading rates recommended by Soil Scientist?
❑ Yes or ❑ No If No, explain why 15A NCAC 02T .0505(n) is not met:
7. Non -dedicated System Design (fill in the appropriate information for either a spray or drip irrigation system):
Field / Zone
Design Area
(ft2)
Number of
Nozzles
Maximum Application Design Annual Loading
Rate ( allonslhr) Rate (gallons/yr)
Wetted area of nozzles ft'
Nozzle capacity gpm
Nozzle manufacturer 1 model /
Elevation of highest nozzle ft
Total
Spray Irrigation Design Element
Pian Sheet
Number
Specification
Page Number
Wetted diameter of nozzles ft
Wetted area of nozzles ft'
Nozzle capacity gpm
Nozzle manufacturer 1 model /
Elevation of highest nozzle ft
FORM: RLAP 06-16 Page 4 of 5

Applicant's Certification (signing authority must be in compliance with 15A NCAC 02T.0106):
The applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper
closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active
compliance schedule, and do not have any overdue annual fees under Rule 15A NCAC 02T .0105.
® Yes ❑ No, Explain;
I, Charles E. Schulz (by direction of the Commanding Officer) Deputy Facilities Director
(Signature Authority's Name — PLEASE PRINT) (Title)
attest that this application for US MCAS Cherry Point
(Facility Name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that the Division of Water Resources
may not conduct a technical review of this program and approval does not constitute a variance to any rules or statutes unless specifically
granted in the permit. Further, any discharge of residuals to surface waters or the land will result in an immediate enforcement action,
which may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
Note: In accordance with North Carolina General Statutes §143-215.6A and § 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: L:�� 2 v
FORM: RLAP 06-16 Page 5 of 5

LAND APPLICATION SITE CERTIFICATION
(LASC 06-16)

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources LAND APPLICATION SITE CERTIFICATION
INSTRUCTIONS FOR FORM: LASC 06.16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Von -Discharge Penni ting -Unit
General — This certification provides detailed information of receiving sites for land application of Class B residuals (may include
water treatment plant or other type residuals) in accordance with I j &�N...�.0 02T .1100. Do not submit this certification for review
without a corresponding application form (FORM: RLAP 06.16 or FORM: SDR 06-16).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Land Application Site Certification (FORM: LASC 06-16):
® Submit the completed and appropriately executed Land Application Site Certification (FORM: LASC 06-16) form. Please
do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments
to the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
® For new or renewed permits, submit the requested information for all land application sites.
❑ For modified permits, submit the requested information for only those sites that are new, transferred or affected by the
proposed modification.
B. Land Application Site Information:
® The status of the land application site with respect to this residuals land application program must be provided in table 1. The
status categories and their corresponding codes are as follows:
♦ New (N) ♦ Renewed (R) ♦ Modified (M) ♦ Transferred (T) ♦ Deleted (D)
® Attach the following in accordance with each status code:
INSTRUCTIONS FOR FORM: LASC 06-16 Page l of 3
Status Code
Required Item
N
R
T
M
IN
County Board
Notification.doc
Land Owner
✓
✓
✓
Agreement
(If applicable)
Setback Watver
Agreement
An updated vicinity/setback map in accordance with the
forl2etic!#t;rlt t_arid Arinlitatin:i Permits"
✓
✓
✓
A soils and agronomic evaluation in accordance with the "Soil Scientist
✓
Ecalu�linn Ncili. ,
INSTRUCTIONS FOR FORM: LASC 06-16 Page l of 3

An updated accounting of the land application site's cumulative
pollutant loading rates (CPLRs)
Status Code
Required Item
N
R
T
M
For previously permitted sites without a soil series name indicated in the
Attachment B, submit County Soil Survey Map (or equivalent) clearly
indicate the location of the land application site and in accordance with
the soil map requirements in the "Soil Scientist Evaluation Pnlicy"
Acknowledgement of field transfer from Land Owner (Fields may not
be permitted to multiple Permittees over the same timeperiod)
* This item may be required for land application site with a status code "M", please contact the Division if you need assistant in
determining attachment requirements.
® Crop Type should include the most likely crop types for the life of the permit (five years).
® Predominant Soils Series Name must be either the name of the soil indicated in Attachment `B" of the existing permit, or
name of the soil series as provided by the licensed soil scientist.
® Predominant Soil Mapping Unit or Representative Slope: Either the Soil Mapping Unit or the representative slope of each
site must be provided. The predominant soil -mapping unit must be consistent with the predominant soil series name. Please
note that the soil mapping units are variable between Counties, so care should be taken in properly identifying the correct
mapping unit. If a representative slope is provided, it must be determined accordingly:
® For sites previously permitted for use, but do not have an established soil mapping unit (the mapping unit provides
information on both the soil series name and the slope of the soil), the Applicant may determine the representative slope
by using the average slope provided in the County Soil Survey (or equivalent). A soil type with a slope range of 4 - 89'0
would have a representative slope of 6%.
❑ New Sites to be permitted must have slopes determined as part of the soils report prepared by a licensed soil scientist.
® Acceptable methods for determining location coordinates (i.e., latitude and longitude) and their corresponding codes are as
follows:
e Address Matching (ADD)
• Aerial Photography with Ground Control (AER)
• Cadastral Survey (SUR)
• Conversion from Coordinate Plane (CP)
* Conversion from Township -Section -Range (TSR)
• Conversion from Universal Trans Mere (UTM)
• Map Interpretation by Digital or Manual Extraction (MAP)
• Digital or Raw Photo Extraction (EXT)
• Geodetic Quality GPS Survey (GEO)
• LORAN -C Navigation Device (LOR)
• Navigation Quality GPS (GPS)
• Remote Sensing (RS)
• Zip Code Centroid (ZIP)
C. Waterbody and Classifications Information: (new sites only)
❑ Use an 8.5 by l 1 -inch copy of the portion of a 7.5 -minute USGS Topographic Map to identify the location where the
residuals program activities are planned to occur as well as the closest downslope surface waters as clearly as possible. Each
map portion must be labeled with the map name and number, the identified location, and be of clear and reproducible quality.
❑ Surface water body classifications information may be found at: httD://deq.nc.gnv/about/divi,ions/water-
!�k:ti.}LUT c I:snnint}cl;sssification stantlarclslcl:tseificati��trs
❑ Any questions concerning the waterbody and its classification, please contact the Division's regional offices.
❑ A list of the Division's regional offices, their county coverage, and their contact information may be downloaded at:
httl)://deq.ne.mov/contact/reeional-fir ices
❑ General Instructions: There are 17 river basins in North Carolina. Each basin has associated waterbodies with assigned
subbasins, location descriptions, stream index numbers and established classifications.
1. identify the project area on a 7.5 minute USGS topographical map (an 8.5 x l 1 -inch sheet showing the project area
should be submitted with the permit application regardless of whether a Stream classification was completed).
2. Determine the names of all the closest down slope surface waters from the project site. For unnamed tributaries, see
Table 1: Unnamed Tributaries Entering Other States or for Specific Basin Areas. Label any unnamed tributaries as
"UT to stream name" as the waterbody name.
3. Open the link http.//dcgnc;ov/about/divisionslwatcr-resnurccVplannin ic!l�swsiftcatinn-stand�trci.,/cl�irsiftcatirrn,�.
❑ Stream Classification Process: One of the options below may be used depending on the known initial project information.
❑ KNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Select proper basin from the List all Waterbodies in Basin sorted report. Sort hydrologically as this will provide
the proper location descriptions if multiple runs.
INSTRUCTIONS FOR FORM: LASC 06-16 Page 2 of 3

2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ KNOWN COUNTY WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Select the proper county from the List all Waterbodies in county, hydrologically report.
2. Locate the name of the identified waterbody (from General Directions) on the list.
3. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
4. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ UNKNOWN BASIN WHERE CLOSEST DOWN SLOPE SURFACE WATER IS LOCATED
1. Use the Clickable basin map to hydrologically sorted list report.
2. Click on the approximate project location to bring up the hydrologically sorted list.
3. Locate the name of the identified waterbody (from General Directions) on the list.
4. For multiple listings of the same waterbody name in the report, select and verify the location description. The term
"source" in the description means the beginning of the waterbody segment (most upstream point).
5. Record all Basins, Stream Index Numbers and Classifications applicable to the project.
❑ Notes on index number and unnamed streams:
Unnamed Streams 1 5A NCAC 02B .0301(i).
❑ Any stream which is not named in the schedule of stream classifications carnes the same classification as that assigned
to the stream segment to which it is tributary (at the point of entry) except:
(A) unnamed streams specifically described in the schedule of classifications;
(B) unnamed freshwaters tributary to tidal saltwaters will be classified "C"; or
(C) after November 1, 1986, any newly created areas of tidal saltwater which are connected to Class SA waters by
approved dredging projects will be classified "SC" unless case-by-case reclassification proceedings are conducted.
❑ The following river basins have different policies for unnamed streams entering other states or for specific areas of the
basin:
Unnamed Tributaries Entering Other States or for Specific Basin Areas
Hiwassee River Basin
Streams entering Georgia or Tennessee shall be classified "C Tr."
Little Tennesse River
Basin And Savannah
River Drainage Area
Streams entering Georgia or Tennessee shall be classified "C Tr." Such streams in the Savannah
River drainage area entering South Carolina shall be classified "B Tr."
French Broad River
Basin
Streams entering Tennessee will be classified "B."
Watauga River Basin
Streams entering the State of Tennessee are classified "C."
Broad River Basin
Streams entering South Carolina are classified "C."
New River Basin
Streams entering the State of Tennessee are classified "C."
Catawba River Basin
Streams entering South Carolina are classified "C."
Yadkin -Pee Dee River
Basin
Streams entering Virginia are classified "C," and such streams entering South Carolina are
classified "C."
Lumber River Basin
Lumber Riv
Streams enteringSouth Carolina are classified "C Sw."
Roanoke River Basin
Streams entering Virginia are classified "C." Except that all backwaters of John H. Kerr
Reservoir and the North Carolina portion of streams tributary thereto not otherwise named or
described shall carry the classification "B," and all backwaters of Lake Gaston and the North
Carolina portion of streams tributary thereto not otherwise named or described shall carry the
classification "C and B."
Chowan River Basin
Streams entering Virginia are classified "C."
Tar -Pamlico River
Basin
All drainage canals not noted in the schedule are classified -"C Sw." except the main drainage
canals to Pamlico Sound and its bas which shall be classified "SC."
Pas uotank River Basin
All drainage canals not noted in the schedule are classified "C."
INSTRUCTIONS FOR FORM: LASC 06-16 Page 3 of 3

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APPROXIMATE CENTER OF LAND APPLICATION FIELDS
Field #
Latitude
Longitude
1
3411
53'
48"
760
52'
5701
2
340
53'
44"
760
52'
37"
3
340
53'
33"
760
52'
21"
4
340
53'
10"
760
51'
52"
5
340
53'
60"
760
51,
4311
6
340
531
08"
760
51'
44"
7
340
531
57"
760
52'
28"
8
34°
53'
18"
76°
51'
31"
9
340
54'
46"
7611
53'
15"
10
34°
53'
14"
760
53'
48"
Level of accuracy? 1 cm
Method of measurement? Real Time Kinematics
Datum? NAD 83

VICINITY MAP FOR RESIDUAL LAND APPLICATIONS SITES
Source: MCAS Cherry Point GIS
Note: 1) Areas 10a through 10d encompass Field #10
2) Current groundwater monitor wells are shown as MW1, MW2, MW3, & MWS

LAND APPLICATION SITES' CUMULATIVE POLLUTANT LOADING TOTALS
Note: 1) Cummulative Pollutant Loading Totals are from CY2017 Annual Sludge
Report
CUMMUALTIVE POLLUTANT LOADING TOTALS (LBS PER ACRE)
ri
$4
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34
N/A
1,338
267
15
N/A
374
89
2,498
1
0.59
2.86
0.00
77.73
4.75
0.24
0.00
7.29
0.67
105.49
2
0.96
5.04
0.00
108.98
19.99
0.31
0.00
10.11
0.54
146.08
3
0.32
3.62
0.00
99.16
5.43
0.23
0.22
9.91
0.35
128.99
4
0.34
3.32
0.00
114.25
4.96
0.21
0.22
11.49
0.35
142.10
5
0.58
2.84
0.00
53.87
2.87
0.23
0.18
7.21
0.33
61.73
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2.73
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0.30
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Note: 1) Cummulative Pollutant Loading Totals are from CY2017 Annual Sludge
Report

RESIDUALS SOURCE CERTIFICATION

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RESIDUALS SOURCE CERTIFICATION
for Cherry Point WWTP
(RSC 06-16)

DWR
Dlvlslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two conies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T.1 100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 11-15):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
® Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
® For each source facility, attach the following;
® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for
Residuals hand Applicatiorn PcrmjW'.
® Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
® Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item 1. 8.
Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
processing.
® Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
® For each source facility, attach the following:
® Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
® Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
® For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of 1

DWR
Dlvlslon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Cherry Point WWTP
2. Facility permit holder is: ® Federal, ❑ State, ❑ Local Government, or ❑ Private.
Facility permit issued by: ® Div, of Water Resources, ❑ Div. of Environmental Health,
or ❑ Other (explain: �.
3. Facility contact person and title: Timothy O Lawrence Environmental Engineer
Complete mailing address: USMC Cherry Point, Environmental Affairs Department, PSC Box 8006
City: Cherry Point State: NC Zip: 28533-8006
Telephone number: (2� 466-2754 E-mail address: [e-mail]
4. Facility physical address: B4376 Roosevelt Blvd
City: Cherry Point State: NC Zip: 28533 -
Coordinates: Latitude: 34 58'49" Longitude: 76'- 25'48"
Datum: NAD 83 Level of accuracy: l cm
Method of measurement: Real Time Kinematics
5. Purpose of the facility:
❑ treatment of municipal wastewater, ❑ treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
® treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: 10 % industrial and 90 % domestic)
❑ other (explain: ).
6. Does the facility have an approved pretreatment program: ❑ Yes ® No
7. Facility permitted/design flow: 3.5 MGD and facility average daily flow. 2.0 MGD
8- Average amount of residuals being generated at this facility 317.71 dry tons per year -
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: lime stabilization treatment _with -three _digesters _having a total of 487.180 gallon
capacity
Type and volume of residuals storage (i.e., outside of residuals treatment units): 153.000 gallon blending tank and 70.000
gallon holding tnak
II. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
® 40 CFR Part 503 or ❑ 40 CFR Pari 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T.1 102(6) as:
® Biological ❑ Non -Biological
FORM: RSC 06-16 Page I of 5

Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: ❑ yes ® no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ yes ® no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: Environmental Chemists. Inc. and Date of analysis: 1/11/2018
Passed corrosivity test: ® yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint: X212 OF (> 140°F)
Passed reactivity test: ® yes ❑no. HCN: <0.025 mg/kg (<250) & H2S: <0.05 mg/kg (<500)
TCLP Parameter
Limit
(mg1l)
Result
(Mg/1)
TCLP Parameter
Limit
(mg/1)
Result
(mg/I)
Arsenic
5.0
<1.0
Hexachlorobenzene
0.13
<0.050
Barium
100.0
<1.0
Hexachloro-1,3-Butadiene
0.5
<0.050
Benzene
0.5
<0.01
Hexachloroethane
3.0
<0.050
Cadmium
1.0
<1.0
Lead
5.0
<LO
Carbon Tetrachloride
0.5
<0d11
Lindane
0.4
<0.0005
Chlordane
0.03
<0.05
Mercury
0.2
<0.0020
Chlorobenzene
100.0
<0.01
Methoxychlor
10.0
<0.0005
Chloroform
6.0
<0.01
Methyl Ethyl Ketone
200.0
<0.05
Chromium
5.0
<1.0
Nitrobenzene
2.0
<0,050
m -Cresol
200.0
<0.050
Pentachlorophenol
100.0
<0.250
o -Cresol
200.0
<0.050
pyridine
5.0
<0.050
p -Cresol
200.0
<0.050
Selenium
1.0
<1.0
Cresol
200.0
<0.050
Silver
5.0
<1.0
2,4-D
10.0
<0.003
Tetrachloroethylene
0.7
<0.01
1,4 -Dichlorobenzene
7.5
<0.050
Toxaphene
0.5
<0.05
1,2-Dichloroethane
0.5
<0.01
Trichloroethylene
0.5
<0.01
1,1-Dichloroethylene
0.7
<0.01
2,4,5 -Trichlorophenol
400.0
<0.050
2,4-Dinitrotoluene
0.13
<0.050
2,4,6 -Trichlorophenol
2.0
<0.050
Endrin
0.02
<0.0005
2,4,5 -TP (Silvex)
1.0
<0.003
Heptachlor and its Hydroxide
0.008
<0.0005
Vinyl Chloride
0.2
<0.01
FORM: RSC 06-16 Page 2 of

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environmental Chemists, Inc. and Date of analysis: 111 112018
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/*g)
Monthly Average
Concentration Limits
(Class A Only)
(nlglkg)
Result
(mg1kg)
Arsenic
75
41
<22.6
Cadmium
85
39
29.2
Copper
4,300
1,500
570
Lead
840
300
<22.6
Mercury
57
17
<0.84I
Molybdenum
75
n/a
<22.6
Nickel
420
420
29.8
Selenium
100
100
<22.6
Zinc
7,500
2,800
6,210
b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: _ and Date of analysis:,
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
❑ > 0 but < 25
30
200
210
❑ 2:25 but < 50
34
220
240
❑ >_ 50 but < 75
39
260
270
❑ ? 75 but < 100
46
300
320
❑ > 100 but < 125
53
360
390
❑ 125
62
450
420
Result (mg/kg)
FORM: RSC 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 2.4 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Environmental Chemists, Inc. and Date of analysis: I/11/2018
Parameter
Result
(mg/kg)
Aluminum
17,300
Ammonia -Nitrogen
941
Calcium
7,760
Magnesium
1,030
Nitrate -Nitrite Nitrogen
49.7
pH (Standard Unit)
7.47
Phosphorus
43,800
Potassium
3,720
Sodium
6,210
Total Kjeldahl Nitrogen
55,800
c. Using the results listed in item H. 5b. above, calculate the sodium adsorption ration (SAR): 17.6
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 0_2 %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e,, on a dry weight basis) and fill the results in the following table -
Application Method
First (1") Year PAN
Five -Year
Maximum Adjusted PAN
(nlglkg)
(mg/kg)
Surface
11,492
19,251
InjectionfIncorporation
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: No other pollutants of concern are present in the residuals
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative l [ 15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [ 15A NCAC 02T.I 106(b)(3)($)] - Alkaline Treatment.
❑ Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
® Alternative 1 [15A NCAC 02T.I 106(c)(1)] - Fecal Coliform Density Demonstration.
❑ Alternative 2 [15A NCAC 02T.1106(c)(2)] -Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
c. For Surface Dis oral:
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item 11. 7a. above.
® Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item I1.8. below [ 15A NCAC 02T.] 106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T-1 107, specify how residuals will meet the VAR requirements:
® Alternative 1 [ 15A NCAC 02T.1 107(a)(I)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [ 15A NCAC 02T. l 107(a)(2)] - 40 -Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [ 15A NCAC 02T.1 107(a)(3)] - 30 -Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [ 15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T.I 107(a)(5)] - 14 -Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.1 107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [15A NCAC 02T.1 107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [ 15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
❑ Alternative 10 115A NCAC 02TA I07(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [15A NCAC 02T.1 107(b)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

VICINITY MAP FOR CHERRY POINT WWTP
Source: https;//maps.google.com/

RESIDUAL SOURCE CERTIFICATION SUPPORTING DOCUMENTATION
FOR CHERRY POINT WWTP
Process Flow Narrative
The MCAS Cherry Point Wastewater Treatment Plant (WWTP) is a 3.5
MGD selector plug flow biological nutrient removal (BNR) plant.
The wastewater plant is permitted under a National Pollutant
Discharge Elimination System (NPDES) Permit No. N00003816.
The influent wastewater enters the plant via the headworks
structure, which includes two bar screens, two grit removal
systems, an influent Parshall flume, and a sampler. After
preliminary treatment, wastewater is pumped to the BNR tanks via
the aeration basing influent pump station. The BNR process
removes total nitrogen (TN) and total phosphorus (TP) from
wastewater through the use of microorganisms under different
environmental conditions, specifically by providing either
aerobic, anaerobic and anoxic conditions.
Wastewater then flows to the secondary clarifiers, where solids
settle out, and are pumped either back to the BNR tank as
Returned Activated Sludge (RAS) or to the sludge mixing tank as
Waste Activated Sludge (WAS).
Secondary clarifier effluent passes through disk filtration for
additional Biological Oxygen Demand (BOD), Total Suspended Solids
(TSS) and nutrient polishing, then through ultraviolet (W) for
disinfection. A final effluent pump station pumps the effluent
to diffusers located at the bottom of the Neuse River.
Wastewater is re -aerated just prior to discharge into the Neuse
River.
Sludge handling at the MCAS Cherry Point facility consists of a
sludge blending tank, two gravity thickeners, three anaerobic
digesters, and one sludge holding tank with truck loading
facilities. Lime is utilized for sludge stabilization prior to
land application. Waste activated sludge (WAS) is thickened in
the gravity thickeners before being pumped to the anaerobic
digesters. The supernatant from the gravity thickeners and the
anaerobic digesters are routed back to the head of the plant.
Section 1.8:
The total amount of dry tons applied during the year on all
application fields during the period from 2003 to 2017 was used
to calculate the average dry tons generated by this source. The
average was calculated at 317.71 dry tons per year with a maximum

value on 475 dry tons in 2014 and a minimum value of 234 dry tons
in 2015.
Section II.S.c:
For the calculation of the sodium adsorption ration (SAR), the
results of 17.6 is greater than 10.0. Resampling has been
requested but was not completed prior to the submittal of this
renewal package. When results are obtained, the data will be
provided to Mr. Will Hart and Mr. Troy Doby with NCDWQ via email.
Upon review, the SAR calculation through 2015 was zero (0), as
there was no detectable sodium in the annual sludge analysis. For
2016 and 2017, the SAR was calculated below 10.0 at 8.20 and 8.52
respectively. For 2018, the concentration of calcium was less
than half of the concentration levels for the previous two years.
Based on the calculation methodology, this lead to the higher SAR
value of 17.6.
The annual soil fertility sampling of each active land
application site, dated July 24, 2018, is provided as additional
information
Sampling Plan
Prior to the land application of the residuals, lime
stabilization is done for residuals treatment and the pH and
percent solids monitored before transfer to land application
equipment is allowed. This lime stabilization is done on an as
needed process based on the needs of the wastewater treatment
plant. The stabilized sludge is held in a 70,000 gallon tank
after being blended in 153,000 gallon blending tank.
The residuals shall be analyzed to demonstrate that they are non-
hazardous under Resource Conservation and Recovery Act (RCRA).
This analysis is conducted annually and shall in no case be less
frequent than the current permit states. The residuals shall also
be analyzed annually per Condition III.3 and 4.
Groundwater sampling will occur at the frequency defined by the
existing permit No.WQ0001489. Samples will be analyzed for the
parameters as defined by the permit by Environmental Chemists,
Inc. in Jacksonville, NC or the current contracted laboratory or
our own certified laboratory.

pppppp—. --"Oql Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 2795.1 • 252.473.5702 Lab/Fax
11111111111M.— --.Oda 255-A Wilmington Highway, Jacksonville, NC 285.40 • 910.347.5843 Lab{Fax
ANALYTICAL & CONSULTING CHEMISTS inky"nviron mentalrhemists.Lom
MCAS Cherry Point
Date of Report: Feb 05, 2018
PSC Box 8006
Customer PO #:
Cherry Point NC 28533
Customer ID: 09110093
Attention: Steve Reavis
Report #• 2018-00602
Project ID: MCAS 001 Sludge
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
18-01498 Site: 001
1/1112018
10:00 AM SolidlSludge Client
Test
Method
Results Date Analyzed
PAN 30% Mineralization rate used.
Calculation
17000 mg/kg
0210612018
SAR
calculation
17.5
02/06/2018
Cyanide
EPA 335.4
<0.025 mglkg
01/22/2018
Sulfide
SM 4504 s D
<0.05 mg/kg
01/22/2018
Flash Point
SW 648 method 1010
>212 °F
02/02/2018
Chlordane
SW 648 Method 8081814510
<0.05 mg/L
01/18/2018
Endrin
SW 848 Method 84818/3510
<0.0005 mg/L
01/18/2018
Heptachlor
SW 846 Method 8081sr3514
<0.0005 mg/L
01/18/2018
Heptachlor epoxide
SW 846 Method 8081s13514
<0,Q005 mg/L
01118/2018
Lindane
SW 846 Method 80819/3510
<0.0005 mg1L
01/18/2018
Methoxychlor
SW 546 Method 80e1sre510
<0.0005 mg/L
01/18/2018
Toxaphene
SW 84e Method 64819/3510
<0.05 mg/L
01/1812018
1,4 -Dichlorobenzene (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/19/2018
2,4,5 -Trichlorophenol (TCLP)
SW 846 method 8270/3510
<0.050 mg/L
01/1912018
2,4,6 -Trichlorophenol (TCLP)
SW 846 method 8270x3510
<0.050 mg/L
01/1912018
2,4-Dinitrotoluene (TCLP)
SW 848 method 8270/3510
<0,050 mg/L
01/19/2018
Cresol (TCLP)
SW 848 method 827013510
<0.050 mg/L
01/19/2018
Hexachloro-1,3-butadiene (TCLP)
SW 848 method 8270/3510
<0.050 mg/L
01119/2018
Hexachlorobenzene (TCLP)
SW 848 method 8270/3510
<0.050 mg1L
01/1912018
Hexachloroethane (TCLP)
SW 848 method 8274x3510
<0.050 mg1L
01119/2018
m + p -Cresol (TCLP)
SW 848 method 827013510
<0.050 mg1L
01119/2018
Nitrobenzene (TCLP)
SW 848 method 827413510
<0.050 mg/L
01119/2018
o -Cresol (TCLP)
SW 848 method 827013510
<0.050 mg/L
01/19/2018
Pentachlorophenol (TCLP)
SW a48 method 627013510
<0.250 mg1L
01/19/2018
Pyridine (TCLP)
SW 848 method 627013510
<0,050 mg/L
01/19/2018
Report N, 2018-00602 Page 1 of 3

FFOWWP—. 71 Environmental Chemists, Inc.
envirochem 6602 Windmill Way, Wilmington, NC 28405 • 910,392.0223 Lab • 910.392.1424 Fax
710 Bowsertown Road, Manleo, NC 27954 • 252.473.5702 Lab/Fax
01114 i255 -A Wilmington Highway, Jacksonville, NC 28540 • 910.317.58=13 l-ab/Fax
ANALYTICAL & CONSULTING CHEMISTS infa1em iron menta lcitemists.conl
MCAS Cherry Point
PSC Box 8006
Cherry Point NC 28533
Attention: Steve Reavis
Date of Report: Feb 06, 2018
Customer PO #:
Customer ID: 09110093
Report #: 2018-00602
Project ID: MCAS 001 Sludge
2,4,5 -TP
SW848 Method 8151A
<0.003 mg/L
01118/2018
2,4-D
SW848 Method S15iA
<0.003 mg/L
01118/2018
1,1-Dichloroethylene
SW846 Method 828015030
<0.01 mg/L
01126/2018
1,2-Dichloroethane
SW846 Method 828015030
<0.01 mg/L
01/26/2018
Benzene
SW846 Method 828015030
<0.01 mg/L
01/26/2018
Carbon Tetrachloride
SW846 Method 5260/5030
<0.01 mg/L
01126/2018
Chlorobenzene
SW846 Method 828015030
<0.01 mg1L
01126/2018
Chloroform
SW846 Method 826015030
<0.01 mg/L
01/26/2018
Methyl ethyl ketone
SW846 Method 8280/5030
<0.05 mg/L
01/26/2018
Tetrachloroethylene
Sw848 Method 8280/5030
<0.01 mg1L
01/2612018
Trichloroethylene
Sw848 Method 828015030
<0,01 mg/L
01/2612018
Vinyl Chloride
Sw848 Method 8200/5030
<0.01 mg/L.
01/2612018
Nitrate Nitrogen (calc)
Nitrite Nitrogen
EPA 353.2
44.1 mg/kg
01/24/2018
Analyzed outside of holding time
Nitrate+Nitrite-Nitrogen
EPA 353.2
49.7 mg/kg
01/19/2018
Nitrate Nitrogen
Subtraction Method
5.66mglkg
02/01/2018
Sludge Residuals
Aluminum
EPA 200 7
17300 mglkg
01128/2018
Arsenic
EPA 200.7
<22.6 mg/kg
01/19/2018
Cadmium
EPA 200.7
29.2 mg/kg
01/19/2018
Calcium
EPA 200.7
7760 mg/kg
01/16/2018
Chromium
EPA 200.7
412 mg/kg
01/19/2018
Copper
EPA 200.7
570 mg/kg
01/19/2018
Lead
EPA 200 7
<22.6 mg/kg
01/19/2018
Magnesium
EPA 200 7
1030 mg/kg
01/1612018
Molybdenum
EPA 200 7
<22.6 mg/kg
01/1912018
Nickel
EPA 200 7
29.8 mg/kg
01/19/2018
Potassium
EPA 200 7
3720 mg/kg
01/2412018
Selenium
EPA 200 7
<22.6 mg/kg
01/1912018
Report 4- 2018.00802 Page 2 of 3

envirochem
"y
ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 a 910.392.0223 Lab a 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 e 252 473.5702 Lab/ Fac
255-A Wilmington Highway, Jacksonville, NC 28140 a 910.347.5843 Lab/Fax
info!h.en% i ronmentalchemists.com
MCAS Cherry Point
EPA 200 7
Date of Report: Feb 06, 2018
01/22/2018
PSC Box 8006
EPA 200.7
Customer PO #:
01/22/2018
Cherry Point NC 28533
EPA 200.7
Customer ID: 09110093
01122/2018
Attention: Steve Reavis
EPA 200'7
Report #: 2018-00602
01/22/2018
Lead
EPA 200 7
Project ID: WAS 001 Sludge
01/22/2018
Sodium
EPA 200 7
6210 mg/kg
01/24/2018
Zinc
EPA 200 7
537 mg/kg
01/19/2018
Total Kieldahl Nitrogen (TKN)
EPA 351.2
55800 mg/kg
01/18/2018
Total Solids (%}
SM 2540 B
2,14%
01/16/2018
pH
SM 4500 H 8
7.47 units
01/23/2018
Ammonia Nitrogen
SM 4500NH3 C
941 mg/kg
01/21/2018
Total Phosphorus
sM 4540 P F
43800 mglkg
01/19/2018
Mercury
Sw846 74718
<0.841 mg/kg
01/15/2018
TCLP Metals
Arsenic
EPA 200 7
<1.0 mg/L
01/22/2018
Barium
EPA 200.7
<1.0mg/L
01/22/2018
Cadmium
EPA 200.7
<1.0mg/L
01122/2018
Chromium
EPA 200'7
<1.0 mg/L
01/22/2018
Lead
EPA 200 7
<1.0 mg/L
01/22/2018
Selenium
EPA 240'
<1.0 mg/L
01/22/2018
Silver
EPA 2D07
<1.0 mg/L
01!2212018
Mercury
EPA 245 1 <0.0020 mg/L
01/22/2018
Comment.
Sludge residuals, except pH and RCI reported on a dry weight basis.
pH reported on an as
received basis
Reviewed by: %llaVO& Dkjav
Report- 2018-00602 - -
Pane 3 cN 3

7
6:nvirochemn]
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
info ni cnvironmentalchemists.com
MCAS Cherry Point Date of Report: Jul 24, 2018
PSC Box 8006 Customer PO #:
Cherry Point NC 28533 Customer ID: 09110093
Attention- Steve Reavis Report #: 2018-09048
Project ID:
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
18-22747 Site: 001 6/6/2018 10:00 AM Solid/Sludge reavis
Test Method Results Date Analyzed
Calcium
EPA 200 7
2520 mg/kg
06/17/2018
Copper
EPA 200 7
3.72 mg/kg
06/14/2018
Magnesium
EPA 200 7
262 mg/kg
06/09/2018
Manganese
EPA 200 7
16.9 mg/kg
06/14/2018
Potassium
EPA 2907
97.2 mg/kg
06/0912018
Sodium
EPA 2007
16.1 mg/kg
06109/2018
Zinc
EPA 200.7
11.1 mg/kg
06114/2018
Humic Matter
NCDA Agronomic Division
0.75%
0711912018
pH
NCDA-Agronomic Division
6.55 units
07119/2018
Total Solids (%)
SM 2540 G
79.9%
06/11/2018
Total Phosphorus
SM 4500 P F
1.64 mg/kg
06/20/2018
Soil f=ertility
Acidity (Soil Fertility)
NCDA-Agronomic Division
0.736 meq/100g
07/19/2018
_ Base Saturation
NCDA-Agronomic Division
953%
07/23/2018
Cation Exchange Capacity
NCDA-Agronomic Division
15.7 meq/100g
07/23/2018
Exchangeable Sodium Percentage
NCDA-Agronomic Division
0.445%
07/23/2018
Report k' 2018.09040 Page 1 of 6 '.'.1

:envirochemn]
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 2795.1 • 252.473.5702 Lab/ Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.3.17.5643 Lab flax
info;d, envi ronmentalchemists.vom
MCAS Cherry Point Date of Report: Jul 24, 2016
PSC Box 8006 Customer PO #:
Cherry Point NC 28533 Customer ID: 09110093
Attention: Steve Reavis Report #: 2018-09046
Project ID:
Lab ID Sample ID: Collect Date/Time Matrix Sampled by
18-22749 Site: 002 61612018 10:15 AM Solid/Sludge reavis
Test Method Results Date Analyzed
Calcium
EPA 200.7
889 mg/kg
06/09/2018
Copper
EPA 260 7
<2.29 mg/kg
06/14/2018
Magnesium
EPA 200.7
153 mg/kg
06/09/2018
Manganese
EPA 200.7
10.2 mg/kg
06/14/2018
Potassium
EPA 200 7
79.3 mg/kg
06/09/2018
Sodium
EPA 200.7
17.4mglkg
06/17/2018
Zinc
EPA 2130.7
5.94 mg/kg
06/14/2018
pH
NCDA-Agronomic Diasion
5.87 units
07/1912018
Total Solids (%)
SM 2540 G
80.4%
06/11/2018
Total Phosphorus
SM 4500 P F
0.47 mg/kg
06/20/2016
Soil Fertility
Acidity (Soil Fertility)
NCDA-Agronamic Division
0.524 meq/100g
07/19/2018
Base Saturation
NCDA-Agronomic Division
91.8%
07/23/2018
Cation Exchange Capacity
NCDA-Agronornic Division
6 42 meq/100g
07/23J201 8
Exchangeable Sodium Percentage
NCDA-Agronomic Division
1.18%
07/23/2018
Humic Matter
NCDA-Agronomic Division
0.18%
07/19/2016
Report # 2078-09048 Page 2 of 8

Lenvirochem
ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 • 910.392.023 Lab • 910.392.4424 Fax
710 Howsertown Road, Manteo, NC 27954 • 252.473.5702 Lib/Fax
255-A Wilmington Highway, Jacksonville, NC 28540 • 910.347.5843 Lab/Fax
info(.environ men talchemists.com
MCAS Cherry point
PSC Box 8006
Cherry Point NC 28533
Attention: Steve Reavis
Date of Report: Jul 24, 2018
Customer PO #:
Customer ID: 09110093
Report #: 2018-09048
Project ID:
Lab ID Sample ID:
Collect Datel'Time Matrix Sampled by
18-22750 Site: 003
6/612018
10:45 AM Solid/Sludge reavis
Test
Method
Results
Date Analyzed
Calcium
EPA 200 7
1420 mg/kg
06/09/2018
Copper
EPA 200.7
2.67 mg/kg
06/14/2018
Magnesium
EPA 200.7
125 mg/kg
06/09/2018
Manganese
EPA 200 7
9.32 mg/kg
06/1412018
Potassium
EPA 200 7
90.8 mglkg
06109/2018
Sodium
EPA 200 7
14.9 mg/kg
06117/2018
Zinc
EPA 200.7
6.01 mg/kg
06/14/2018
pH
NCDA-Agronomic Division
6.16 units
07117/2018
Total Solids (%)
SM 2540 c
88.5%
06/11/2018
Total Phosphorus
SM 4500 P F
0.88 mg/kg
06/20/2018
Soil Fertility
Acidity (Soil Fertility)
NCDA-Agronomic Division
0.812 meg1100g
07/17/2018
Base Saturation
NCDA-Agronomic Division
91.1%
07/2312018
_ Cation Exchange Capacity
NCDA-Agronomic Division
9.16 meg1100g
07/23/2018
Exchangeable Sodium Percentage
NCDA-Agronomic Division
0.707%
07/23/2018
Humic Matter
NCDA-Agronomic Division
1.15 %
07116/2018
Report Ik- 2018-09048 Page 3 of 8

FOPOPT
Environmental Chemists,
Inc.
envirochem
6602 Windmill Way, Wilmington, NC 28405 - 910.392.0223 Lab - 910.392.4424 Fax
710 $owsertown Road, Ntanteo, NC 27954 - 252.47.3.5702 Lab/Fax
sM.
255-A Wilmington Highway, Jacksonville, NC 28540 - 910.347.5843 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS
info©environmentalcliemists.com
MCAS Cherry Point
Date of Report: Jul 24, 20i8
PSC Box 8006
Customer PO #:
Cherry Point NC 28533
Customer ID: 09110093
Attention, Steve Reavis
Report M 2018-09048
Project ID:
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
18-22751 Site: 004
6/6/2018 11:00 AM Solid/Sludge reavis
Test
Method Results Date Analyzed
Calcium
EPA 200 7 877 mg/kg
06/09/2018
Copper
EPA 200 7 <2.48 mg/kg
06/14/2018
Magnesium
EPA 200 7 125 mg/kg
06/09/2018
Manganese
EPA 200.7 13.8 mg/kg
06/14/2018
Potassium
EPA 2407 80.6 mg/kg
06/09/2018
Sodium
EPA 200.7 10.4 mg/kg
06/18/2018
Zinc
EPA 200.7 5.60 mg/kg
06/14/2018
pH
NCDA-Agronomic Division 5.82 units
07/17/2018
Total Solids {°/a}
SM 2540 c 88,5%
06111/2018
Total Phosphorus
SM 4500 P F 1.25 mg/kg
06/20/2018
Soil Fertility
Acidity (Soil Fertility)
NCDA-Agronomic Division 128 meq/100g
07/17/2018
Base Saturation
NCDA-Agronomic Division 814%
07/2312018
Cation Exchange Capacity
NCDA-Agronomic Division 6 89 meg1100g
07/23/2018
Exchangeable Sodium Percentage
NCDA-Agronomic Division 0.656%
07/23/2018
Humic Matter
NCDA-Agronomic Division 0.49%
07/16/2018
Report #, 2056-09048 Page 4 of 8

envzrochem
ANALYTICAL & CONSULTING CHEMISTS
Environmental Chemists, Inc.
6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.1424 Fax
710 Bowsertown Road, Nlanteo, NC 27954 • 252.473.57021_ab/Fax
295-A- Wilmington Highway, Jacksonville, NC 28540 • 910,347,58-13 Lab/Fax
inib'aenvironmentaiehemists.com
MCAS Cherry Point
PSC Box 8006
Cherry Point NC 28533
Attention_ Steve Reavis
Date of Report: Jul 24, 2018
Customer PO #:
Customer ID: 09110093
Report #• 2018-09048
Project ID:
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
18-22752 Site: 005
6/6/2018
11:10 AM Solid/Sludge reavis
Test
Method
Results Date Analyzed
Calcium
EPA 200.7
2860 mg/kg
06117/2018
Copper
EPA 200.7
X2.86 mg/kg
06114/2018
Magnesium
EPA 200.7
228 mg/kg
06/09/2018
Manganese
EPA 200.7
53.7 mglkg
06/1412018
Potassium
EPA 200.7
266 mg/kg
06/09/2018
Sodium
EPA 200.7
27.0 mg/kg
06/0912018
Zinc
EPA 200.7
10.4 mg/kg
06/14/2018
pH
NCDA-Agronom c Division
5.88 units
0711712018
Total Solids (%)
SM 2540 G
72.5%
06/1112018
Total Phosphorus
SM 4500 P F
1.41 mglkg
06/12012018
Soil Fertility
Acidity (Soil Fertility)
NCDA- Agronomic Division
1.02 meq/100g
07/17/2018
Base Saturation
NCDA Agronomic Division
94.3%
07/23/2018
Cation Exchange Capacity
NCDA-Agronomic Division
17.8 meg1100g
07123/2018
Exchangeable Sodium Percentage
NCDA•Agronomic Division
0,658%
07123/2018
Humic Matter
NCDA•Agronomic Division
0.40%
07116/2018
Report # 2098-09048 Page 5 of 8

r 49
Environmental Chemists,
Inc.
'
6602 Windmill Way, Wilmington, NC 28405 • 910.392.0223 Lab • 910.392.4424
Fax
esu
710 Bowsertown Road, Manteo, NC 27954 • 252.473.5702 Lab/Fax
255-A Wilmington Highway, Jacksonville, INC 28540 • 910.347.5813 Lab/Fax
ANALYTICAL & CONSULTING CHEMISTS
info-u-environment.ilcherrtists.Com
MCAS Cherry Point
Date of Report: Jul 24, 2018
PSC Box 8006
Customer PO #:
Cherry Point NC 28533
Customer ID: 09110093
Attention: Steve Reavis
Report #• 2018-09048
Project ID:
Lab ID Sample ID:
Collect Date/Time Matrix Sampled by
18-22753 Site: 007
6/6/2018 11:30 AM Solid/Sludge reavis
Test
Method Results Date Analyzed
Calcium
EPA 200 7 1060 mg/kg
06/09/2018
Copper
EPA 200 7 2.49 mg/kg
06/14/2018
Magnesium
EPA 2007 219 mg/kg
06/09/2016
Manganese
EPA 2007 6.50rnglkg
06114/2018
Potassium
EPA 2007 162mg1kg
06109/2018
Sodium
EPA 2007 14.1 mg/kg
06/17/2018
Zinc
EPA 200 7 9.89 mg/kg
0611412018
pH
NCDA-Agronomic division 6.28 units
07/17/2018
Total Solids (%)
SM 2540 G 84.2%
06/11/2018
Total Phosphorus
SM 4500 P F 1.73 mg/kg
06/2012018
Soil Fertility
Acidity (Soil Fertility)
NCDA•Agronomic Division 0.876 meg1100g
07/17/2018
Base Saturation
NCDA-Agronomic Divisim 89.5%
07/23/2018
Cation Exchange Capacity
NCDA-Agronomic Division 8 38 meq/1008
07/2312018
Exchangeable Sodium Percentage
NCDA-Agronamic Division 0.731%
07/23/2018
Humic Matter
NCDA-Agronomic Division 0.74%
07/16/2018
Report* 2018-09048 Page 5 of 8

RESIDUALS SOURCE CERTIFICATION
for Enlisted Men's Barracks - Atlantic
Airfield WWTF
(RSC 06-16)

State of North Carolina
Department of Environmental Quality e WR
Division of Water Resources
Dlvlslon of Water Resources RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted. the Applicant shall submit one original and two copies of the application and
surivorting documentation
For more information, visit the Water Quality Permitting Section's .?Ver ►r-Disc.-irrrrge Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A t* CAC 02T. 1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 11-15):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
® Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
® For each source facility, attach the following:
® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for
Ilcsid-uals.Land Application Permits".
® Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
® Quantitative justification for residuals production rate - A quantitative justification for the value provided in item I. 8.
Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
processing.
® Sampling plan - A detailed sampling plan for the residuals source -generating facility. Tonsure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
® For each source facility, attach the following:
® Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
® Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
® For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-16 Page l of 1

DWR
Division of Water Resources
I.
IL
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Atlantic Airfield WWTF
2. Facility permit holder is: ® Federal, ❑ State, ❑ Local Government, or ❑ Private.
Facility permit issued by: ® Div. of Water Resources, ❑ Div. of Environmental Health,
or ❑ Other (explain: �.
3. Facility contact person and title: Timothy O Lawrence Environmental Engineer
Complete mailing address: USMC Cherry Point, Environmental Affairs Department, PSC Box 8006
City: Cherry Point State: NC Zip: 28533-8006
Telephone number:2( 52) 466-2754 E-mail address: [e-mail]
4. Facility physical address: Airbase Rd
City: Atlantic State: NC Zip:
Coordinates: Latitude: 34' 53'00" Longitude: 76 21'02"
Datum: NAD 83 Level of accuracy: i cm
Method of measurement: Real Time Kinematics
5. Purpose of the facility:
❑ treatment of municipal wastewater, ® treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: _ % industrial and _ %n domestic)
❑ other (explain: _ ).
6. Does the facility have an approved pretreatment program: ❑ Yes ® No
7. Facility permitted/design flow: 0.005 MGD and facility average daily flow: 0.003 MGD
8 Average amount of residuals being generated at this facility 2=1 dry tons per year
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: n/a
Type and volume of residuals storage (i.e., outside of residuals treatment units): 468.000 gallon wastewater storage lagoon
RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
® 40 CFR Part 503 or ❑ 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under) 5A NCAC 02T.1102(6) as:
❑ Biological ® Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 06-16 Pagel of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: ❑ yes ❑ no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ yes ® no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: and Date of analysis:
Passed corrosivity test: ❑ yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: ❑ yes ❑ no. Flashpoint: °F (> 140°F)
Passed reactivity test: ❑ yes ❑no. HCN: mg/kg (<250) & H2S: mg/kg (<500)
TCLP Parameter
Limit
(mg/l)
Result
NO)
TCLP Parameter
Limit
(mg/1)
Result
NO)
Arsenic
5.0
Hexachlorobenzene
0.13
Barium
100.0
Hexachloro-1,3-Butadiene
0.5
Benzene
0.5
Hexachloroethane
3.0
Cadmium
1.0
Lead
5.0
Carbon Tetrachloride
0.5
Lindane
0.4
Chlordane
0.03
Mercury
0.2
Chlorobenzene
100.0
Methoxychlor
10.0
Chloroform
6.0
Methyl Ethyl Ketone
200.0
Chromium
5.0
Nitrobenzene
2.0
m -Cresol
200.0
Pentachlorophenol
100.0
o -Cresol
200.0
Pyridine
5.0
p -Cresol
200.0
Selenium
1.0
Cresol
200.0
Silver
5.0
2,4-D
10.0
Tetrachloroethylene
0.7
1,4 -Dichlorobenzene
7.5
Toxaphene
0.5
1,2-Dichloroethane
0.5
Trichloroethylene
0.5
1, 1 -Dichloroethylene
0.7
2,4,5 -Trichlorophenol
400.0
2,4-Dinitrotoluene
0.13
2,4,6 -Trichlorophenol
2.0
Endrin
0.02
2,4,5 -TP (Silvex)
1.0
Heptachlor and its Hydroxide
0.008
Vinyl Chloride
0.2
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 021'-1 .
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environmental Chemists. Inc. and Date of analysis: 2/5/2013
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(ntglkg)
Result
(mglkg)
Arsenic
75
41
43.6122.9
Cadmium
85
39
3.5211.86
Copper
4,300
1,500
1,8801907
Lead
840
300
46.2123.8
Mercury
57
17
0.184010.1310
Molybdenum
75
nla
<1.491<0.662
Nickel
420
420
14.216.85
Selenium
100
100
2.2310.923
Zinc
7,500
2,800
1,530nO6
b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: and Date of analysis:
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
❑ > 0 but < 25
in
2M
210
❑ > 25 but < 50
34
220
240
❑ >_ 50 but < 75
39
260
270
❑ >_ 75 but < 100
46
300
320
❑ ? 100 but < 125
53
360
390
❑ >_ 125
62
450
420
Result (mg/kg)
FORM: RSC 06-16 Page 3 of 5

5. Nutrient)Micronutrient Determination: Complete the following:
a. Total solids: 8.8 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Environmental Chemists, Inc. and Date of analysis: 2/5/2013
Parameter
Result
(mglkg)
Aluminum
1,67011,650
Ammonia -Nitrogen
4991244
Calcium
30,300114,500
Magnesium
4941237
Nitrate -Nitrite Nitrogen
13.412.23
pH (Standard Unit)
6.6716.72
Phosphorus
2,8501977
Potassium
2621132
Sodium
1,3901609
Total Kjeldahl Nitrogen
16,100/12,100
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 2.1711.37
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 002 %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and till the results in the following table:
Application Method
First (1") Year PAN
Five -Year
Maximum Adjusted PAN
(mg1kg)
(mg1kg)
Surface
3,38312,495
5,58914,172
Injection/incorporation
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: No other pollutants of concern present in the residuals
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1 106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative 1 [ 15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [ 15A NCAC 02TA 106(b)(3)(B)] - Alkaline Treatment.
❑ Alternative 3 [ 15A NCAC 02T.1106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 4 [15A NCAC 02T.1106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 5 [ 15A NCAC 02T.I I G6(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PERP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
® Alternative 1 [15A NCAC 02T.1 106(c)(1)] - Fecal Coliform Density Demonstration.
❑ Alternative 2 [ 15A NCAC 02T.1106(c)(2)] -Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
c. For Surface Disposal:
❑ Select One of the Class A or Equivalent Pathogen Reduction AIternatives in Item Il. 7a. above.
® Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item 11. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in item II.8. below [ 15A NCAC 02T.1 106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1 107, specify how residuals will meet the VAR requirements:
® Alternative 1 [15A NCAC 02T.1 107(a)(I)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15 A NCAC 02T.I 107(x)(2)] - 40 -Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [ 15A NCAC 02T.1 107(a)(3)] - 30. Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [ 15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ AIternative 5 [15A NCAC 02T.I 107(a)(5)] - 14 -Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.I 107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [ 15A NCAC 02T.1 107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [ 15A NCAC 02T.I 107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.1 107(a)(9)] - Injection.
❑ Alternative 10 [ 15A NCAC 02T.I 107(a)(I 0)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [ 15A NCAC 02T.I 107(b)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

VICINITY MAP FOR ENLISTED MEN'S BARRACKS — ATLANTIC AIRFIELD WWTF
source: https://maps.google.com/

RESIDUAL SOURCE CERTIFICATION SUPPORTING DOCUMENTATION
FOR ENLISTED MEN'S BARRACKS -- ATLANTIC AIRFIELD WWTF
Process Flow Narrative
Wastewater generated at the barracks, and an adjacent building,
flows by gravity to a nearby sewage lift station where it is
pumped to a wastewater treatment system approximately 0.25 miles
away. The existing site is located at the raw sewage lagoon. The
wastewater treatment system consists of a raw sewage lagoon,
polishing pond, and chlorinator building. Once the wastewater has
been treated, it is sent to a spray field where it is spray
applied to an existing field. The wastewater system is permitted
by NCDWQ under Permit No. WQ0005233.
Solid residuals have settled to the bottom of the raw sewage
lagoon and polishing pond. To perform maintenance on the lagoon
and to restore treatment capacity, occasionally these solids need
to be pumped out of the lagoon, blended, and then land applied.
Section I.S:
Residuals production rate assumes equal solids generation over
the lifetime of the lagoon (here assumed to be 15 years per
lagoon liner manufacturer recommendations). It is important to
note that this volume will not be applied on a regular annual
basis, rather only during maintenance or repair events requiring
the disposal of solids deposited in the storage lagoon. The
annual residual generation rate is calculated to be 2.1 dry tons
per year.
Section II:
No residuals were generated from this approved source during this
permit cycle. No sampling as defined in Attachment A of the
permit was performed as residuals were not generated for land
application. The data presented in this section is that provided
during the 2014 permit renewal package for the purpose of
calculating the plant available nitrogen (PAN) presented in the
Residuals Land Application Program (RLAP) form.
Sampling Plan
Land application of the solid residuals at this site will occur
infrequently, and only as part of larger maintenance and repair
projects. As a result, sampling of the residuals will occur only
just prior to land application. Solids will be pumped out of the
lagoon and blended to reduce sample variability due to settling
and stratification. One blended sample will be collected and
split samples will be analyzed for pH, percent solids, volatile

solids content, and fecal coliform. If analysis results comply
with the terms of the permit, the solids will be land applied. In
the event a parameter does not comply with the permit, the sludge
will be stabilized with lime prior to land application.
The sodium adsorption ration (SAR) will be calculated prior to
land application to determine if the level requires resampling or
consultation with a licensed soil scientist or agronomists prior
to the land application of residuals.
When generated, the residuals shall be analyzed to demonstrate
that they are non -hazardous under Resource Conservation and
Recovery Act (RCRA). This analysis can only be conducted when
residuals are generated which may not coincide with once per
permit requirement of Attachment A.
Groundwater sampling will occur at the frequency defined by the
permit No.WQ0001489. Samples will be analyzed for the parameters
as defined by the permit by Environmental Chemists, Inc. in
Jacksonville, NC or the current contracted laboratory or our own
certified laboratory.

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Test
Environmental Chemists, Inc.
Results
f,nil2 Windoull WaN • Wilmington, N( 2KI(N
Total Solids (%i
Fecal Density
t9111)3412.1)223(1„111) 6 (910)392-442•1(E'a,)
.M
7111 Howsertown Roii l • htaiileo, NC 271154
[phone]
ANALYTICAL & CONSULTING
CHEMISTS
�(`!)! tik CLYI,Ic'fRfll 1CA7 is In+1. L1L.y t'F!(i ti 1C•1T1. n�T3'1
S & ME, INC.
Date of Report: Mar D4, 2013
3006 Hall Waters Dr Suite 100
Customer PO #: 0143
Wilmington NC 28405
Report#: 2013-01378
Attention Rob Willcox
Report to: Rob Willcox
Project ID: MCAS -Atlantic Airfield
Lab 10 Sample ID: #1
Collect DatelTime Matrix Sampled by
13-03248 Site:
2/5/2013 2.45 PM Solid/Sludge Client
Test
Method Resutts Date Analyzed
Total Solids
SM 254013 22.1% 02/06/2013
Fecal Density
SM 9221C E MPH 24 hr 503 498 MPN/g 02/06/2013
Lab ID Sample ID: #2
Collect Daterrime Matrix Sampled by
13-03249 Site:
2!512013 2:45 PM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 0 27.6% 02/06/2013
Fecal Density
SM 9221C E MPH 24 hr 50: 798 MPN/g 02106/2013
Lab 10 Sample ID: #3
Collect Datemme Matrix Sampled by
13-03250 Site:
21512013 245 PM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids M
SM 2540 s 23.1% 02/D6/2013
Fecal Density
SM 11221C E MPH 24 fir 503 174 MPN/g 02106/2013
Lab ID Sample ID: #4
Collect DateMme Matrix Sampled by
13-03251 Site:
215/2013 245 PM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids M
SM 2540 B 115% 02/062013
Fecal Density
SM 92210 E MPN 24 n- 502 787 MPNlg 02/06/2013
Lab ID Sample ID: #5
Collect Dateliime Matrix Sampled by
13-03252 Site:
215/2013 2 45 PM Solid/Sludge Client
Test
Method
Results
Date Analyzed
Total Solids (%i
Fecal Density
SM 2540 B
SM 9221E F MPH 24 N 503
15.1%
926 MPNig
02106/2013
02/0612013
Report 9 2013 01370 Paqe 1 of 4

Test Method Results Date Analyzed
Total Solids (%) sm 2510 B
Fecal Density SM 9221C E MPN 24 hr 503
155% 02/06/2013
712 MPN/g 02/06/2013
Lab ID Sample ID: #7 Collect Date/Time Matrix Sampled by
13-03254 Site: 2/5/2013 2 45 PM Solid/Sludge Client
Test
Environmental Chemists, Inc.
w w t
Date Analyzed
Total Solids (°/a)
[,r,rl2 windmill Way + Wilmington, INCA 384115
19.5%
(9I0092 Il_2,I (L.ab) • (9111) 392-4434 (Fax)
LM
110 Howscrio%n Road • Manteo, NC 271I.r.;
ANALYTICAL & CONSULTING
02/06/2013
CHEMISTS
NCI71;Y!It- IAVQCL•UIFI["ATE tM4. DI!,
S & ME, INC.
Date of Report: Mar 04, 2013
3006 Hall Waters Dr. Suite 100
Customer PO #: 0143
Wilmington NC 28405
Report #: 2013-01378
Attention: Rob Willcox
Report to: Rob Willcox
Project ID: MCAS Atlantic Airfield
Lab ID Sample ID: #5
Collect DateJTime Matrix Sampled by
13-03253 Site:
2/5/2013 2:45 PM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids (%) sm 2510 B
Fecal Density SM 9221C E MPN 24 hr 503
155% 02/06/2013
712 MPN/g 02/06/2013
Lab ID Sample ID: #7 Collect Date/Time Matrix Sampled by
13-03254 Site: 2/5/2013 2 45 PM Solid/Sludge Client
Test
Method
Results
Date Analyzed
Total Solids (°/a)
SM 254o a
19.5%
02/06/2013
Fecal Density
SM 9221C E MPN 24 hr 503
103 MPN1g
02/06/2013
Repnn 6 2013 01370 Paae 2 o1 4

';x MF. Environmental Chemists, Inc.
l,l,Il" %%indnup Wim • 1Vilnungtun, IAC: 28-ith
710 BITwsertuwn Road • Rlanfeti. N('77164
j232) .l7 t7?
ANALYTICAL 8 CONSULTING
CHEMISTS tit:/ lFrvK U1hc1 C'I i''rll'l�l'! r4; I q_ti C-I•R11FICATl 43777u
S & ME, INC. Date of Report: Mar 04, 2013
3006 Hall Waters Or, Suite 100 Customer P0#- 0143
Wilmington NC 28405 Report 9: 2013-01378
Attention: Rob Willcox Report to: Rob Willcox
Project ID: MCAS -Atlantic Airfield
Lab lD Sample ID: Sludge Collect Dateffime Matrix Sampled by
13-03255 Site: 2/512013 2 45 PM Solid/Sludge Client
Test Method Results Date Analyzed
Sludge Residuals
Aluminum
EPA 2007
1670 mg/kg
02/2612013
Cadmium
EPA 200 7
3.52 mg/kg
02/14/2013
Calcium
EPA 200 7
30300 mg/kg
02/2212013
Chromium
EPA zoo 7
15 2 mglkg
02/14/2013
Copper
EPA 2007
1880 mg/kg
02/14/2013
Lead
EPA 200 7
46.2 mg/kg
02/26/2013
Magnesium
EPA 2007
494 mg/kg
02/1812013
Molybdenum
EPA 200 7
t 149 mg/kg
02/14/2013
Nickel
EPA 200 7
14 2 mg/kg
02114/2013
Potassium
EPA 200 7
262 mg/kg
02/2212013
Selenium
EPA 200 7
2.23 mg/kq
0211412013
Sodium
EPA 200 7
1390 mg/kg
02/22/2013
Zinc
EPA 200 7
1530 mglkg
02/14/2013
Arsenic
EPA 200 8
43 6 mglkg
02/19/2013
Ammonta Nitrogen
F PA 7!;C. 1
499 mg/kg
02114/2013
Total Kieldahl Nitrogen (TKN)
EPA 351 2
16100 mg/kg
03/01/2013
Nitrate+Nilnte-Nitrogen
EPA 357 2
13.4 mg/kg
02/1612013
Total Solids (°fo)
SM7S4pB
543%
02/0612013
pH
SM 4500 H B
6 67 units
0210812013
Total Phosphorus
SM 4500 P F
2850 mglkg
02/27/2013
Mercury
SWM8 7471 B
0 1840 mg/kg
02/06/2013
Repon 8 201101378 Paan 3 nl

Environmental Chemists, Inc.
X12 4Vindmiil 4Viv • Wilmington. NC 2840i
ti.
141111 02.0 n71(L.;h) • [phone] (Fax)
710 goy % ertown [load • `lantru. NC 27154
ANALYTICAL & CONSULTING [phone]
CHEMISTS INCDE-NN DW17 [: FRT1F%-AT1_ ;+9d_ 17t S LF.RT11,1c- %TE
S & ME, INC. Date of Report: Mar 04, 2013
3006 Halt Waters Dr. Suite 100 Customer PO #: 0143
Wilmington NC 28405 Report #: 2013-01378
Attention_ Rob Willcox Report to: Rob Willcox
Project 10: MCAS -Atlantic Airfield
Lab ID Sample 1D: Sludge (duplicate) Collect DatelTime Matrix Sampled by
13-03256 Site: 2/5/2013 2.45 PM Solid/Sludge Client
Test
Method
Results
Date Analyzed
Sludge Residuals
Aluminum
EPA zoo 7
1650 mg/kg
0212612x13
Cadmium
EPA 2007
189 mglkg
02/14/2013
Calcium
EPA 200 7
14500 mg/kg
02/22/2013
Chromium
EPA M0 7
7.20 mg/kg
02114/2013
Copper
EPA 200 7
907 mg/kg
02/14/2013
Lead
EPA 200 7
23.8 mg/kg
02/2612013
Magnesium
EPA 230 7
237 mg/kg
02/18/2013
Molybdenum
EPA 200 7
<0 662 rnglkg
02/1412013
Nickel
EPA 2W 7
6 85 mg/kg
02/14/2013
Potassium
EPA 200 7
132 mg/kg
02/22/2013
Selenium
EPA 204 7
0.923 mg/kg
02/14/2013
Sodium
EPA zoo 7
609 mg/kg
02/22/2013
Zinc
EPA zoo 7
706 mg/kg
02/26/2013
Arsenic
EPA 200 0
22 9 mg/kg
02/192013
Ammonia Nitrogen
EPA 3W 1
244 mg/kg
02/14/2013
Total Kieldahl Nitrogen (TKN)
EPA 351 2
12100 mg/kg
02127/2013
Nitrate+Nitrite-Nitrogen
EPA 353 2
2.23 mg/kg
02/1612013
Total Solids (%)
SM 23408
122%
02/06/2013
pH
SM 4500 N S
6 72 units
02/0812013
Total Phosphorus
SM 4500 P F
977 mg/kg
02/27/2013
Mercury
SWO48 7.718
0.1310 mg/kg
02/06/2013
Comment Sludge Residuals and Fecal Density reported on a dry weight basis pH reported on an as received
basis
�
t
,
Reviewed by:
/
i
Report 0 2013-01378 Paye 4 of 4

RESIDUALS SOURCE CERTIFICATION
for Bogue Airfield WWTF
(RSC 06--16)

DWR
do,
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two conies of the application and
suRnorting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T . 1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 11-15):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
® Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
® For each source facility, attach the following:
® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for
Residuals Land Application Permits
® Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
® Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 8.
Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
processing.
® Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
® For each source facility, attach the following:
® Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
® Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
® For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-16 Page 1 of l

State of North Carolina
Department of Environmental Quality
Division of Water Resources
D_
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Bogue Airfield WWTF
2. Facility permit holder is: ® Federal, ❑ State, ❑ Local Government, or ❑ Private.
Facility permit issued by: ® Div. of Water Resources, ❑ Div. of Environmental Health,
or ❑ Other (explain:
3. Facility contact person and title: Timothy O Lawrence, Environmental Engineer
Complete mailing address: USMC Cherry Point, Environmental Affairs Department, PSC Box 8006
City: Cherry Point State: NC Zip: 28533-8006
Telephone number: 2( 52) 466-2754 E-mail address: [e-mail]
4. Facility physical address: MCALF Bogue
City. Bogue State: NC Zip: -
Coordinates: Latitude: 34' 4l' 26" Longitude: 77' 02'06"
Datum: NAD 83 Level of accuracy: 1 cm
Method of measurement: Real Time Kinematics
5. Purpose of the facility:
❑ treatment of municipal wastewater, ® treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: 10 % industrial and 90 % domestic)
❑ other (explain: ).
6. Does the facility have an approved pretreatment program: ❑ Yes ® No
7. Facility permitted/design flow: 0.018 MGD and facility average daily flow: 0.011 MGD
8_ Average amount of residuals being generated at this facility IT2 dry tons per year_
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: n/a
Type and volume of residuals storage (i.e., outside of residuals treatment units): wastewater storage lagoon
H. RESIDUALS QUALITY INFORMATION (See Instruction C.):
1. Specify if residuals are regulated under:
® 40 CFR Part 503 or ❑ 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under 15A NCAC 02T_1102(6) as:
❑ Biological ® Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
FORM: RSC 06-16 Page 1 of 5

3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: ❑ yes ❑ no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ yes ® no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: and Date of analysis:
Passed corrosivity test: ❑ yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: ❑ yes ❑ no. Flashpoint: °F (> 140°F)
Passed reactivity test: ❑ yes ❑no. HCN: mg/kg (<250) & H2S: mg/kg (<500)
TCLP Parameter
Limit
(mg/I)
Result
(mg/1)
TCLP Parameter
Limit
(ntg/1)
Result
NO)
Arsenic
5.0
Hexachlorobenzene
0.13
Barium
100.0
Hexachloro-1,3-Butadiene
0.5
Benzene
0.5
Hexachloroethane
3.0
Cadmium
1.0
Lead
5.0
Carbon Tetrachloride
0.5
Lindane
0.4
Chlordane
0.03
Mercury
0.2
Chlorobenzene
100.0
Methoxychlor
10.0
Chloroform
6.0
Methyl Ethyl Ketone
200.0
Chromium
5.0
Nitrobenzene
2.0
m -Cresol
200.0
Pentachlorophenol
100.0
o -Cresol
200.0
Pyridine
5.0
p -Cresol
200.0
Selenium
1.0
Cresol
200.0
Silver
5.0
2,4-D
10.0
Tetrachloroethylene
0.7
1,4 -Dichlorobenzene
7.5
Toxaphene
0.5
1,2-Dichloroethane
0.5
Trichloroethylene
0.5
1, 1 -Dichloroethylene
0.7
2,4,5 -Trichlorophenol
400.0
2,4-Dinitrotoluene
0.13
2,4,6 -Trichlorophenol
2.0
Endrin
0.02
2,4,5 -TP (Silvex)
1.0
Heptachlor and its Hydroxide
0.008
Vinyl Chloride
0.2
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A NCAC 02T .1 105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environmental Chemists. Inc. and Date of analysis: 2/5/2013
Parameter
Ceiling
Concentration Limits
{ClassA & ClassB)
(mglkg)
Monthly Average
Concentration Limits
(Class A Only)
(mglkg)
Result
(mglkg)
Arsenic
75
41
<5.03/<5.57
Cadmium
85
39
15.0/11.4
Copper
4,300
1,500
1,0701784
Lead
840
300
93.3170.6
Mercury
57
17
0.545010.4120
Molybdenum
75
n/a
8.0616.03
Nickel
420
420
44.2/33.4
Selenium
100
100
8.67/6.24
Zinc
7,500
2,800
1,3101928
b. For Surface Disposal Unit (landfill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: and Date of analysis:
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
❑ > 0 but < 25
30
200
210
❑ >_ 25 but < 50
34
220
240
❑ >_ 50 but < 75
39
260
270
❑ >:75 but < 100
46
300
320
❑ > 100 but < 125
53
360
390
❑ >_ 125
62
450
420
Result (mg/kg)
i
i
i
FORM: RSC 06-16 Page 3 of 5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 8.8 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Environmental Chemists. Inc. and Date of analysis: 2/5/2013
Parameter
Result
(mg1kg)
Aluminum
11,600/8,920
Ammonia -Nitrogen
906/84.2
Calcium
85,400/64,400
Magnesium
3,08012,290
Nitrate -Nitrite Nitrogen
17.4113.2
pH (Standard Unit)
7.25!7.24
Phosphorus
9,470/12,900
Potassium
2,22011,890
Sodium
4,730/4,260
Total Kjeldahl Nitrogen
73,100/57,000
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 4.33/3.18
[Note: if residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 0_2 %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (1") Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
(niglkg)
Surface
14,909/11,438
25,120/19,488
InjectiontIncorporation
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: No other pollutants of concern present in the residuals
FORM: RSC 06-16 Page 4 of 5

7. Pathotzen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative l [ 15A NCAC 02T.I 106(b)(3)(A)] - TimelTemperature Compliance.
❑ Alternative 2 [ 15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑ Alternative 3 [ 15A NCAC 02T.1 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PFRP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
® AIternative 1 [15A NCAC 02T.1106(c)(1)] -Fecal Coliform Density Demonstration.
❑ Alternative 2 [ 15A NCAC 02T.] 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
c. For Surface Disposal:
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item H. 7a. above.
® Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.S. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T,1 107, specify how residuals will meet the VAR requirements:
® Alternative l [15A NCAC 02T.I 107(x)(1)] - 39% Volatile Solids Reduction (Aerobic/Anaerobic Digestion),
❑ Alternative 2 [ 15A NCAC 02T.1 107(a)(2)] - 40 -Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [ 15A NCAC 02T.1 107(a)(3)] - 30 -Day Bench Scale Test (Aerobic Digestion),
❑ Alternative 4 [15A NCAC 02T.I 107(x)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T,1107(a)(5)] - 14 -Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.1 107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [ 15A NCAC 02T.I 107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [15A NCAC 02T.1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.1107(a)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [ 15A NCAC 02T. 1107(b)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

RESIDUAL SOURCE CERTIFICATION SUPPORTING DOCUMENTATION
FOR BOGUE AIRFIELD WWTF
Process Flow Narrative
The 3,400 gpd wastewater treatment and spray irrigation system
consists of a raw sewage lagoon, polishing pond, and chlorinator
building. Once the wastewater has been treated, it is sent to a
spray field where it is spray applied to an existing field. The
wastewater system is permitted by NCDWQ under Permit No.
WQ0004240.
Solid residuals have settled to the bottom of the raw sewage
lagoon and polishing pond. To perform maintenance on the lagoon
and to restore treatment capacity, occasionally these solids need
to be pumped out of the lagoon, blended, and then land applied.
Section I.8:
Residuals production rate assumes equal solids generation over
the lifetime of the lagoon (here assumed to be 15 years per
lagoon liner manufacturer recommendations). It is important to
note that this volume will not be applied on a regular annual
basis, rather only during maintenance or repair events requiring
the disposal of solids deposited in the storage lagoon. The
annual residual generation rate is calculated to be 1.2 dry tons
per year.
Section II:
No residuals were generated from this approved source during this
permit cycle. No sampling as defined in Attachment A of the
permit was performed as residuals were not generated for land
application. The data presented in this section is that provided
during the 2014 permit renewal package for the purpose of
calculating the plant available nitrogen (PAN) presented in the
Residuals Land Application Program (RLAP) form.
Sampling Plan
Land application of the solid residuals at this site will occur
infrequently, and only as part of larger maintenance and repair
projects. As a result, sampling of the residuals will occur only
just prior to land application. Solids will be pumped out of the
lagoon and blended to reduce sample variability due to settling
and stratification. One blended sample will be collected and
split samples will be analyzed for pH, percent solids, volatile
solids content, and fecal coliform. If analysis results comply
with the terms of the permit, the solids will be land applied. In

the event a parameter does not comply with the permit, the sludge
will be stabilized with lime prior to land application.
The sodium adsorption ration (SAR) will be calculated prior to
land application to determine if the level requires resampling or
consultation with a licensed soil scientist or agronomists prior
to the land application of residuals.
When generated, the residuals shall be analyzed to demonstrate
that they are non -hazardous under Resource Conservation and
Recovery Act (RCRA). This analysis can only be conducted when
residuals are generated which may not coincide with once per
permit requirement of Attachment A.
Groundwater sampling will occur at the frequency defined by the
permit No.WQ0001489. Samples will be analyzed for the parameters
as defined by the permit by Environmental Chemists, Inc. in
Jacksonville, NC or the current contracted laboratory or our own
certified laboratory.

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ANALYTICAL B CONSULTING
CHEMISTS
S & ME, INC,
3006 Hall Waters Dr_ Suite 100
Wilmington NC 28405
Attention, Rob Willcox
Environmental Chemists, Inc.
t*02 Mndntill %V',i%- • %*vIIn1ii4},Icm, \C: 3Sdn5
('110) 311? -0223!1 al•I • 114!1)) 142 412.4 (E.1+)
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Date oiRepart: Mar 11, 2013
Customer PO #: 0143
Report 0: 2013-01379
Report to: Rob Willcox
Project ID: MCAS -Bogue Airfield
Lab ID Sample ID: 01 Collect Date/Time Matrix Sampled by
13-03257 Site: 2/5/2013 11:49 AM SolidlSludge Client
Test Method Results Date Analyzed
Total Solids SM 2540 e 319% 02/06/2013
Fecal Density SM 9221C E UPN 24 hr 503 2508 MPN/g 02/06/2013
Lab ID Sample ID: #2
Collect DatelTlme
Matrix Sampled by
13-03258 Site:
2/5/2013 11.49 AM
SolidlSludge Client
Test
Method
Results Date Analyzed
Total Solids N
SM 2540 B
3.16% 02106/2013
Fecal Density
SM 9221 C E MPN 24 hr 503
9494 MPNIg 02/06/2013
Lab ID Sample ID: #3
Collect Daterrime
Matrix Sampled by
13-03259 Site:
2/512013 11,49 AM
SolidlSludge Client
Test
Method
Results Date Analyzed
Total Solids (%)
SM 2UO a
3.34 OA 02/06/2013
Fecal Density
SM 92210E MPN 24 hr 503
3593 M PNIg 02/06/2013
Lab ID Sample ID: #4
Collect DaterTime
Matrix Sampled by
13-03260 Site:
2/5/2013 1149 AM
SolidlSludge Client
Test
Method
Results Date Analyzed
Total Solids (°k)
SM 2540 a
3.16% 02/06/2013
Fecal Density
SM9221C E MPH
24 hr503
6646 MPN/g 02/06/2013
Lab ID Sample ID: #5
Collect DaterTime
Matrix Sampled by
13-03261 Site:
2/5/2013 11 49 AM
SolidlSludge Client
Test
Method
Results Date Analyzed
Total Solids (%)
SAA 25.40 11
321% 02/0612013
Fecal Density
SM 92210 E MPN 24 hr $03
4362 MPN/g 02/0612013
Repot 8 701341379 Pape 1 014

kµ . Environmental Chemists, Inc.
6td12 LVuuin0l VVav • Wilmington, NC 28405
(C)lu► ;92-0223 0.ot�) • (Milli 01-4424 (Fail
7V[} Clau•,vrh+wu Ilam!
12521473-571}2
ANALYTICAL & CONSULTING
CHEMISTS NCI 111%1%. L1lV(—'CfRI111CATI• r,+ta_ VL5CF-KI'll K AI'1 N'. -'+t
S & ME, INC.
Date of Report: Mar 11, 2013
3006 Hall Waters Dr Suite 100
Customer PO M 0143
Wilmington NC 28405
Report #: 2013-01379
Attention Rab Willcox
Report to: Rob Willcox
Project ID: MCAS -Bogue Airfield
Lab ID Sample ID: 06
Collect Date/Time Matrix Sampled by
13-03262 Site:
2/511013 11:49 AM Solid/Sludge Client
Teat
Method Results Date Analyzed
Total Solids (%)
sm 2500 e 330% 02/05/2013
Fecal Density
SM 9221C E MPN 24 nr 503 2425 MPNIg 02106/2013
Lab ID Sample ID: #7
Collect DatelTime Matrix Sampled by
13-03263 Site:
2/5/2013 11.49 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids (%)
sM 2w a 3.23% 02106/2013
Fecal Density
sM 9221C E MPN 24 fir 503 2477 MPNIg 02/0612013
0
Reporl 0 2013.01379 Pape 2 of,

Environmental Chemists, Inc.
1,h02 V%hridnull Ktv + LVtlminglon, NC 28403
} 1910) 312-0223 (Lab) + (1110) 3112--1 Q4 (Fax)
7111 Bow!;rr(uu n [ti ad + Manteu. KC 27454
(25 2) 47't-57 112
ANALYTICAL A CONSULTING
CHEMISTS V t)r\R'D%VQC'FRTIFICATI:1-4 I)IS ER11111.AlE4*772H
S & ME, INC.
3006 Hall Waters Dr Suite 100
Wilmington NC 28405
Attention Rob Wilcox
Date of Report: Mar 11, 2013
Customer PO M 0143
Report #: 2013-01379
Report to: Rob Willcox
Project ID: MCAS -Bogue Airfield
Lab ID Sample ID: Sludge Collect DatelTime Matrix Sampled by
13-03264 Site: 2/512013 11.49 AM Solid/Sludge Client
Test
Method
Results
Date Analyzed
Sludge Residuals
Aluminum
FPA 2007
11600 mg/kg
02126/2013
Arsenic
EPA 200 7
X5.03 mg/kg
0311812013
Cadmium
EVA 200 7
15 0 mglkg
02/14/2013
Calcium
EPA 200 7
85400 mg/kg
02/18/2013
Chromium
FPA eau 7
52.5 mg/kg
02/14/2013
Copper
EPA 200.7
1070 mg/kg
02/14/2013
Lead
EPA 200 7
93 3 mg/kg
02/26/2013
Magnesium
EPA lav 7
3080 mg/kg
0211 812013
Molybdenum
EPA 200 7
8 06 mg/kg
02/14/2013
Nickel
EPA 2407
44,2 mg/kg
02/14/2013
Potassium
EPA Zan 7
2220 mglkg
02 2 2120 1 3
Selenium
EPA 2007
867 mg/kg
02/14/2013
Sodium
EPA 2107
4730 mg/kg
02/22/2013
Zinc
EPA 200 7
1310 mg/kg
02/14/2013
Ammonia, Nitrogen
EPA 3501
906 mg/kg
02/14/2013
Total Kleldahl Nitrogen (TKN)
I -PA 351 2
73100 mg/kg
02/27/2013
Nitrate+ N itrite-Nitrogen
EPA a532
17.4 mg/kq
02/16/2013
Total Solids (°/o)
SM 2540 0
1.65%
02/06/2013
pH
SM 4500 H 8
7 25 units
02/08/2013
Total Phosphorus
SM 4500 P F
9470 mg/kg
0227/2013
Mercury
SWIM6 74118
0 5450 mg/kg
02/06/2013
Rama o 2013.01J79 Page 3 d a

y. }.zx...., Environmental. Chemists, Inc.
' f1602 W111d11rii1 %'V.ly • Wilrn111gl0n, N( 2840.)
-_ IcZ(Ili 1,92-11221 (lab) ■ (9 10) W2-4421(EiN)
7111 Sow-ert.imi hood • �Lullr��, \'C 279S•1
ANALYTICAL & CONSULTING
CHEMISTS \1111 NR 1ANrQCiFT11kATI "t'l [l-50'11TII-ICAl1,0:.7, 29
S & ME, INC. Date of Report: Mar 11, 2013
3006 Niall Waters Or Suite 100 Customer PO #: 0143
Wilmington NC 28405 Report #: 2013-01379
Attention- Rob Willcox Report to: Rob Willcox
Project ID: MCAS -Bogue Airfield
Lab ID Sample ID: Sludge (duplicate) Collect Daterrime Matrix Sampled by
13-03265 Site: 21512013 1149 AM Solid/Sludge Client
Test
Method
Results
Date Analyzed
Sludge Residuals
Aluminum
EPA 200 7
8920 mglkg
02/14/2013
Arsenic
EPA 200 7
<5 57 mglkg
02119/2013
Cadmium
EPA 200 7
114 mg/kg
02/1412013
Calcium
EPA 200 7
64400 mglkg
02/18/2013
Chromium
EPA 200.7
40.0 mg/kg
02/14/2013
Copper
EPA M 7
784 mg/kg
02/14/2013
Lead
EPA 200 7
70 6 mg/kg
02/26/2013
Magnesium
EPA 200 7
2290 mg/kg
02/18/2013
Molybdenum
EPA 200 7
6 03 mg/kg
02114/2013
Nickel
EPA 200 7
33 4 mg/kg
02/14/2013
Potassium
EPA 2047
1890 mg/kg
02/22/2013
Selenium
EPA 200 /
6 24 mg/kg
02/14/2013
Sodium
CPA 200 7
4260 mg/kg
0212212013
Zinc
EPA 244 7
928 mg/kg
02114/2013
Ammonia Nitrogen
EPA 350 1
84.2 mg/kg
02114/2013
Total Kjeldahl Nitrogen (TKN)
EPA 3512
57000 mg/kg
03/01/2013
Nitrate+Nitrite-Nitrogen
EPA 353 2
13 2 mg/kg
02116/2013
Total Solids (%)
SM 25400
194%
02/0612013
pH
5M 4500 H 0
7 24 units
02108/2013
Total Phosphorus
SM 4500 P F
12900 mg/kg
02127/2013
Mercury
Sw946 747113
0 4120 mg/kg
02/0612013
Comment Sludge Residuals and Fecal Density reported on a dry weight basis pH reported on an as received
Iasis
Reviewed by !
�2� - --
V V
Reports 2013-013/9 Page 4 of 4

RESIDUALS SOURCE CERTIFICATION
for Piney Island (BT -11) WWTF
(RSC 06-16)

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
INSTRUCTIONS FOR FORM: RSC 06-16
Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application. Unless otherwise noted, the Applicant shall submit one original and two copies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's Non-Diglzaree Perm it ipg_Unit
General — This certification provides detailed information of residuals source generating facility and its residuals quality for land
application, distribution, or disposal in accordance with 15A NCAC 02T. 1100. Do not submit this certification for review without
a corresponding application form (FORM: RLAP 11-15, FORM: DCAR 11-15, or FORM: SDR 11-15).
Unless otherwise noted, the Applicant shall submit one original and two copies of the application and supporting documentation listed
below.
A. Residuals Source Certification (FORM: RSC 11-15):
® Submit the completed and appropriately executed Residuals Source Certification (FORM: RSC 11-15) form. Please do not
make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to the
application may be made, as long as the attachments are numbered to correspond to the section and item to which they refer.
® For new or renewed permits, submit a separate certification for each source facility.
❑ For modified permits, submit a separate certification for only those facilities that are affected by the proposed modification.
® Complete the residuals source facility summary page. List all new, renewed, or modified facilities.
B. Residuals Source -Generating Facility Information:
® For each source facility, attach the following:
® Vicinity map - A vicinity map that shows the location of the facility and meets all of the criteria in the "Map Guidance for
Rndduals Land. Application Permits".
® Process flow diagram and/or narrative - A detailed narrative and/or process flow diagram that describes how the residuals
are to be generated, treated, processed, and stored at the facility.
® Quantitative justification for residuals production rate - A quantitative justification for the value provided in Item I. 8.
Ensure that the amount of residuals listed is the maximum amount expected to be generated by the facility for the life of
the permit. In addition, ensure that this amount is equivalent to that which is actually to be land applied, distributed,
and/or disposed, including any chemicals, amendments, or other additives that are added to the residuals during
processing.
® Sampling plan - A detailed sampling plan for the residuals source -generating facility. Ensure that the plan identifies
sampling points, sampling frequency, sample type, as well as the Division -certified laboratory to be used. In addition,
ensure that the plan details how the facility and/or the residuals are monitored for any applicable pathogen reduction and
vector attraction reduction requirements. Note that all sampling and monitoring must be completed on the residuals as
they are to be land applied, distributed, and/or disposed.
C. Residuals Quality Information:
® For each source facility, attach the following:
® Laboratory analytical reports and operational data - reports for all laboratory analyses used to complete this certification.
® Documentation that the facility complies and/or the residuals comply with any applicable pathogen reduction and vector
attraction reduction requirements.
® For new facility that may have not yet been constructed and analytical results of residuals cannot be obtained, please
attach analytical results of residuals generated from a similar facility along with the description of similarities of the two
facilities.
INSTRUCTIONS FOR FORM: RSC 06-I6 Page 1 of 1

I.
DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Piney Island (BT -1 l) WWTF
2. Facility permit holder is: ® Federal, ❑ State, ❑ Local Government, or ❑ Private.
Facility permit issued by: ® Div. of Water Resources, ❑ Div. of Environmental Health,
or ❑ Other (explain:).
3. Facility contact person and title: Timothy O Lawrence, Environmental Engineer
Complete mailing address: USMC Cherry Paint, Environmental Affairs Department, PSC Box 8006
City: Cherry_ Point State: NC Zip: 28533-8006
Telephone number: [phone] E-mail address: [e-mail]
4. Facility physical address: n/a
City: Piney Island State: NC Zip:
Coordinates: Latitude: 34' 58'49" Longitude: 76' 25'48"
Datum: NAD 83 Level of accuracy: 1 cm
Method of measurement: Real Time Kinematics
5. Purpose of the facility:
❑ treatment of municipal wastewater, ® treatment of 100% domestic wastewater,
❑ treatment of potable water, ❑ treatment of 100% industrial wastewater,
❑ treatment of industrial wastewater mixed with domestic wastewater,
(approximate percentages: 10 % industrial and 90 % domestic)
❑ other (explain: ).
6. Does the facility have an approved pretreatment program: ❑ Yes ® No
7. Facility permitted/design flow: 0.00175 MGD and facility average daily flow: 0.00175 MGD
8_ Average amount of residuals being generated at this facility 0.16 dry tons per year.
9. Specify the following regarding treatment and storage volumes available at the facility:
Type and volume of residuals treatment: n/a
Type and volume of residuals storage (i.e., outside of residuals treatment units): 3,800 gallon se tic tank
11. RESIDUALS QUALITY INFORMATION (See Instruction C.):
L Specify if residuals are regulated under:
® 40 CFR Part 503 or ❑ 40 CFR Part 257.
Note: Only residuals that are generated during domestic/municipal wastewater treatment processes are regulated under 40
CFR Part 503, otherwise, the residuals are regulated under 40 CFR Part 257.
2. Specify if residuals are defined under.] 5 A NCAC t72`_I I (} as:
❑ Biological ® Non -Biological
Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed Film systems).
FORM: RSC 06-16 Page l of 5

3. Hazardous Waste Determination Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: ❑ yes ❑ no.
If yes, list the number(s):
b. Specify whether or not the residuals exhibit any of the characteristics defined by 40 CFR §261.21-
261.24: ❑ yes ® no.
Fill in the following tables with the results of the latest toxicity characteristic leaching procedure (TCLP) analysis as
well as those for corrosivity, ignitability, and reactivity:
Laboratory: and Date of analysis:
Passed corrosivity test: ❑ yes ❑ no. pH: s.u. (2 < pH < 12.5)
Passed ignitability test: ❑ yes ❑ no. Flashpoint: IF (> 140°F)
Passed reactivity test: ❑ yes ❑no. HCN: mg/kg (<250) & H2S: mglkg (<500)
TCLP Parameter
Limit
(mg/1)
Result
(Mg/i)
TCLP Parameter
Limit
{mg/!)
Result
(Mg/1)
Arsenic
5.0
Hexachlorobenzene
0.13
Barium
100.0
Hexachloro-1,3-Butadiene
0.5
Benzene
0.5
Hexachloroethane
3.0
Cadmium
1.0
Lead
5.0
Carbon Tetrachloride
0.5
Lindane
0.4
Chlordane
0.03
Mercury
0.2
Chlorobenzene
100.0
Methoxychlor
10.0
Chloroform
6.0
Methyl Ethyl Ketone
200.0
Chromium
5.0
Nitrobenzene
2.0
m -Cresol
200.0
Pentachlorophenol
I00.0
o -Cresol
200.0
Pyridine
5.0
p -Cresol
200.0
Selenium
1.0
Cresol
200.0
Silver
5.0
2,4-D
10.0
Tetrachloroethylene
0.7
1,4 -Dichlorobenzene
7.5
Toxaphene
0.5
1,2-Dichloroethane
0.5
Trichloroethylene
0.5
l,I-Dichloroethylene
0.7
2,4,5 -Trichlorophenol
400.0
2,4-Dinitrotoluene
0.13
2,4,6 -Trichlorophenol
2.0
Endrin
0.02
2,4,5 -TP (Silvex)
1.0
Heptachlor and its Hydroxide
0.008
Vinyl Chloride
0.2
FORM: RSC 06-16 Page 2 of 5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not
violate the ceiling concentrations for metals regulated under 15A [ CAQ 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environmental Chemists Inc. and Date of analysis: 2/5/2013
Parameter
Ceiling
Concentration Limits
(ClassA & ClassB)
(mg/kg)
Monthly Average
Concentration Limits
(Class A Only)
(mg/kg)
Result
(mg/kg)
Arsenic
75
41
15.0117.8
Cadmium
85
39
29.1130.6
Copper
4,300
1,500
1,04011,120
Lead
840
300
1131116
Mercury
57
17
0.465010.4500
Molybdenum
75
nla
10.6113.4
Nickel
420
420
48.9154.3
Selenium
100
100
<1.55k2.11
Zinc
7,500
2,800
2,94013,340
b. For Surface Disposal Unit (land>ill): Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: and Date of analysis:
Distance from Disposal
Unit to Boundary to
Closest Property Line
(meters, check one)
Arsenic
(mg/kg)
Chromium
(mg/kg)
Nickel
(mg/kg)
❑ > 0 but < 25
30
200
210
❑ > 25 but < 50
34
220
240
❑ >_ 50 but < 75
39
260
270
❑ 2:75 but < 100
46
300
320
❑ >_ 100 but < 125
53
360
390
Q >_ 125
62
450
420
Result (mg/kg)
FORM: RSC 06-16 Page 3 of 5

S. NutrienuMicronutrient Determination: Complete the following;
a_ Total solids: 5.0
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
micronutrient parameters:
Laboratory: Environmental Chemists, Inc, and Date of analysis; 2/5/2013
Parameter
Result
(mg/kg)
Aluminum
5,49016,140
Ammonia -Nitrogen
1,430n86
Calcium
42,800145,600
Magnesium
9,600112,500
Nitrate -Nitrite Nitrogen
6.5116.93
pH (Standard Unit)
7.05n.07
Phosphorus
2,26017,070
Potassium
2,92013,650
Sodium
40,600156,000
Total Kjeldahl Nitrogen
5,54016,250
Using the results listed in hem II_ 5b_ above, calculate the sodium adsorption ration (SAR): 46.17/59.93
[Note: If residuals contain SAR of 10 or higher, the applicant shall obtain recommendations from the local Cooperative
Extension Office, the Department of Agriculture and Consumer Services, the Natural Resource Conservation Service, a
North Carolina Licensed Soil Scientist, or an agronomist, prior to land application of residuals. The recommendations shall
address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a mechanism for maintaining site integrity
and conditions conducive to crop growth].
d. Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 0_2 %. This
rate is a (check one): ® default value, or ❑ actually established.
If the residuals are not generated from the treatment of municipal or domestic wastewater, explain or provide technical
justification as to why the selected default value is appropriate to be applied to these residuals:
e. Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method
First (Is`) Year PAN
Five -Year
Maximum Adjusted PAN
(mg/kg)
{mglkg)
Surface
1,544/1,493
2,12512,266
Injection/Incorporation
I
i
6. Other Pollutants Determination: Specify whether or not there are any other pollutants of concern in the residuals and provide
the results of the latest analyses: No other pollutants of concern present in the residuals
FORM: RSC 06-16 Page 4 of 5

7. Pathogen Reduction: Per 15A NCAC 02T.1 106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative 1 [ 15A NCAC 02T. 1106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1 106(b)(3)(B)] - Alkaline Treatment.
❑ Alternative 3 [15A NCAC 02T.I 106(b)(3)(C)] - Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 4 [15A NCAC 02T.I 106(b)(3)(D)] - No Prior Testing for Enteric VirusNiable Helminth Ova.
❑ Alternative 5 [15A NCAC 02T.1106(b)(3)(E)-(K)] - Process to Further Reduce Pathogens (PERP).
Specify one: ❑ composting, ❑ heat drying, ❑ heat treatment,
❑ thermophilic aerobic digestion, ❑ beta ray irradiation,
❑ gamma ray irradiation, or ❑ pasteurization.
b. For Land Application of Class B:
® Alternative l [ I5A NCAC 02T.1 I06(c)(1)] - Fecal Coliform Density Demonstration.
❑ Alternative 2 [15A NCAC 02T.1 106(c)(2)] - Process to Significantly Reduce Pathogens (PSRP).
Specify one: ❑ aerobic digestion, ❑ air drying, ❑ anaerobic digestion,
❑ composting, or ❑ lime stabilization.
c. For Surface Disoosal:
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
® Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1 106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
® Alternative l [ 15A NCAC 02T.1 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [ 15A NCAC 02T.1 107(a)(2)] - 40 -Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30 -Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.I 107(a)(4)] - Specific Oxygen Uptake Rate Test (Aerobic Digestion).
❑ Alternative 5 [15A NCAC 02T.1107(a)(5)] - 14 -Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.1 107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [15A NCAC 02T.1 107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [ 15A NCAC 02T.1 107(x)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [ 15A NCAC 02T.1 107(a)(9)] - Injection.
❑ Alternative 10 [ 15A NCAC 02T.1 107(x)(10)] - Incorporation.
❑ Alternative for Surface Disposal Units Only - Soil/Other Material Cover [ 15A NCAC 02T.I 107(b)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
Note: For animal processing residuals, only alternatives 9 or 10 may be chosen due to the nuisance conditions that typically
occur when these residuals are applied and left on the land surface.
FORM: RSC 06-16 Page 5 of 5

VICINITY MAP FOR PINEY ISLAND (BT -11) WWTF
Source: https://mape.google.com/

RESIDUAL SOURCE CERTIFICATION SUPPORTING DOCUMENTATION
FOR PINEY ISLAND (BT -11) WWTF
Process Flow Narrative
The 1,750 gpd wastewater treatment and spray irrigation system
consists of an 805 LF of 6" gravity sewer that feeds to a 3,800
gallon septic tank. Wastewater then flows to two (2) 265 square
foot recirculating surface sand filters after which water flows
into a 64,100 gallon holding tank. Once the wastewater has been
treated, it is chlorinated and then sent to a spray field where
it is spray applied to an existing field. The wastewater system
is permitted by NCDWQ under Permit No. WQ0007217.
Solid residuals have settled to the bottom of the septic tank. To
perform maintenance on the tank and to restore treatment
capacity, occasionally these solids need to be pumped out,
blended, and then land applied.
Section I.B:
Residuals production rate assumes equal solids generation over
the period of time between land application events (here assumed
to be every 10 years). It is important to note that this volume
will not be applied on a regular annual basis, rather only during
maintenance or repair events requiring the disposal of solids
deposited in the septic tank. The annual residual generation rate
is calculated to be 0.016 dry tons per year.
Section II:
No residuals were generated from this approved source during this
permit cycle. No sampling as defined in Attachment A of the
permit was performed as residuals were not generated for land
application. The data presented in this section is that provided
during the 2014 permit renewal package for the purpose of
calculating the plant available nitrogen (PAN) presented in the
Residuals Land Application Program (RLAP) form.
Sampling Plan
Land application of the solid residuals at this site will occur
infrequently, and only as part of larger maintenance and repair
projects. As a result, sampling of the residuals will occur only
just prior to land application. Solids will be pumped out of the
septic tank and blended to reduce sample variability due to
settling and stratification. One blended sample will be collected
and split samples will be analyzed for pH, percent solids,
volatile solids content, and fecal coliform. If analysis results
comply with the terms of the permit, the solids will be land

applied. In the event a parameter does not comply with the
permit, the sludge will be stabilized with lime prior to land
application.
The sodium adsorption ration (SAR) will be calculated prior to
land application to determine if the level requires resampling or
consultation with a licensed soil scientist or agronomists prior
to the land application of residuals.
When generated, the residuals shall be analyzed to demonstrate
that they are non -hazardous under Resource Conservation and
Recovery Act (RCRA). This analysis can only be conducted when
residuals are generated which may not coincide with once per
permit requirement of Attachment A.
Groundwater sampling will occur at the frequency defined by the
permit No.WQ0001489. Samples will be analyzed for the parameters
as defined by the permit by Environmental Chemists, Inc. in
Jacksonville, NC or the current contracted laboratory.

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-.M
ANALYTICAL & CONSULTING
CHEMISTS
Environmental Chemists, Inc.
I.t-02 1�mclnlill KIN • VVilminglon. NC 2.1;405
(4111) 142-11223 0,alil • 0410 192-- 42-1 !fall
'10111m witl1wil ['load • 41.111tro. NC' 27414
(2_12)4:; 17112
I\1 >- Nk l' %Q C; R11FICA111 u'04 [)1�CE141WI AIV 0,17aq
S S ME, INC. Date of Report: Mar 04. 2013
3006 Hall Waters Dr. Suite 100 Customer PO #: 0143
Wilmington IVC 28405 Report #: 2013-01440
Attention Rob Willcox Report to: Rob Willcox
Project ID: MCAS -Piney Island
Lab ID Sample ID: Piney Island Collect DatelTime Matrix Sampled by
13-03427 Site: 1 216/2013 9.30 AM SoiidlSludge Client
Test Method Results Date Analyzed
Total Solids (%) SM 254(10 641% 02107/2013
Fecal Density SM 9221C E MPN 24 hr 503 4681 MPNIg 02/0712013
Lab ID Sample ID: Piney island Collect Daterrime Matrix Sampled by
13-03428 Site: 2 2/612013 9 30 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids SM 2540 8 517% 0210712013
Fecal Density SM 9221C E MPN 24 hr 503 4863 MPNIg 02/0712013
Lab ID Sample ID: Piney Island Collect Daterrime Matrix Sampled by
13-03429 Site: 3 2/612013 9 30 AM Solid/Sludge Client
Test
Method
Results
Date Analyzed
Total Solids (%)
5M 2540 e
623%
02/07/2013
Fecal Density
SM9221C E MPN 24 hr 503
17657 MPNIg
0210712013
Lab ID Sample ID: Piney island Collect DatelTime Matrix Sampled by
13.03430 Site: 4 216/2013 9 30 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids {°/,} SM 2540 e 6160/0 02/0712013
Fecal Density SM 9221C E MPN 24 hr 503 21104 MPNIg 02107/2013
Lab ID Sample ID: Piney Island Collect DatelTime Matrix Sampled by
13.03431 Site: 5 2/612013 9 30 AM SolidlSludge Client
Test Method Results Date Analyzed
Total Solids SM 2540 a 6.28% 02+0712013
Fecal Density SM 92216 E MPN 24 hr 501 4778 MPNIg 02107)2013
kepat 0 � 1 1.01440 PaaC k a1 4

t� Environmental Chemists, Inc.
niiti" %%Ii dntiil 44av • %Viliningwtl. 1%C _"t;all;
�f t(+111) W2-0221 ll ihl • t`►I(1) Zu2=412.1 (Va,�)
i11�Nserto%vt1141mk1 1.u1tr(', tC 274.4
f -152 ) 473- 57112
ANALYTICAL & CONSULTING
CHEMISTS 1.1:IIfICAll m'; I1Eti�E"It'itllt::�li +a!iw'i
S & ME, INC. Date of Report: Mar 04. 2013
3006 Hall Waters Dr Suite 100 Customer PO #: 0143
Wilmington NC 28405 Report #: 2013-01440
Attention: Rob Willcox Report to: Rob Wilcox
Project ID: MCAS -Piney Island
Lab ID Sample ID: Piney island Collect Daterrime Matrix Sampled by
13-03432 Site: 6 2/6/2013 9 30 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids t%} SM 2540 e 6 13 % 02/07/2013
Fecal Density SM 9221G E MPN 2a hr 503 2121 MPNIg 02/07/2013
Lab ID Sample ID: Piney Island Collect DatelTime Matrix Sampled by
13-03433 Site: 7 2!612013 9.30 AM Solid/Sludge Client
Test Method Results Date Analyzed
Total Solids {%} SM 2540 a 694% 02/0712013
Fecal Density SM W2IC E MPN 24 hr 503 8418 MPNIg 0210712013
Report 2 2013 01440 Page 2 of 4

Environmental Chemists, Inc.
-Y Gh(12 Windmill %%Iiv * Wilmington, NC 28405
(910).192 -0223(L -ib) • (910) 392-442.4 (Fax)
710 E3owwrluwn Road a Manwo, NC 2795.4
(252)-473- 702
ANALYTICAL B CONSULTING
CHEMISTS NCDrNK 0WQ('1'RT F1CA1'E quid. D(S cwri cNi-E w1; 7'-N
S & ME, INC.
3006 Hall Waters Dr. Suite 100
Wilmington NC 26405
Attention Rob Willcox
Date of Report: Mar 04, 2013
Customer PO *: 0143
Report M 2013-01440
Report to: Rob Willcox
Project ID: MCAS - Piney Island
Lab ID Sample ID: Piney Island
Collect Date/Time Matrix Sampled by
13-03434 Site: Sludge
216/2013 9:30 AM Solid/Sludge Client
Test
Method
Results Date Analyzed
Sludge Residuals
Aluminum
EPA 200 7
5490 mg/kg
02/26/2013
Arsenic
EPA 200.7
15.0 mg/kg
02/26/2013
Cadmium
EPA 200 7
29.1 mglkg
02/1412013
Calcium
EPA 200 7
42800 mg/kg
02/22/2013
Chromium
EPA 200 7
71 8 mg/kg
02/1412013
Copper
EPA 200 7
1040 mg/kg
02/14/2013
Lead
EPA 200 7
113 mg/kg
02126/2013
Magnesium
EPA 200 7
9600 mg/kg
02/18/2013
Molybdenum
EPA 200 7
10 6 mg/kg
02/14/2013
Nickel
EPA 2007
48 9 mg/kg
02114/2013
Potassium
EPA 200 7
2920 mg/kg
02122/2013
Selenium
EPA 200 7
<1.55 mg/kg
0 211 412 0 1 3
Sodium
EPA 200 7
40600 mglkg
02122/2013
Zinc
EPA 200 7
2940 mg/kq
02/14/2013
Ammonia Nitrogen
5PA 35u '
1430 mg/kg
02/1412013
Total Kieldahl Nitrogen (TKN)
EPA 35+ 2
5540 mg/kg
02/26/2013
Nitrate+Nitrite-Nitrogen
EPA3532
6 51 mg/kg
02116/2013
Total Solids (%)
SM 254013
581%
0210712013
pH
SM 4500 H a
7.05 units
02/08/2013
Total Phosphorus
SM 4500 P F
2260 mq/kq
02127/2013
Mercury
5WBAS7d77B
0.4650mglkg
02128/2013
Reportil 2013-D1440 Pa0 0 I of 4

1 a Environmental Chemists, Inc.
� t f+6i12 Windmill Wav a Wilnnngtnrl, NC 2W5
f (4110) 392.02-13 (Uab) • (410).142-44-214 Il ax)
µ 710 Bow-wrtuw n Road • Manteu, NC 27164
(21;2)d73-5702
ANALYTICAL 8 CONSULTING
CiC1CM131.7 NCDENR M.SCF-RTIFICAFE417-19
S & ME, INC. Date of Report: Mar 04, 2013
3006 Hall Waters Or Suite 100 Customer PO #: 0143
Wilmington NC 28405 Report #: 2013-01440
Attention Rob Willcox Report to: Rob Willcox
Project ID: MCAS - Piney Island
Lab 1D Sample ID: Piney Island Collect DateITime Matrix Sampled by
13-03435 Site: Sludge -Duplicate 2!612013 9 30 AM Solid/Sludge Client
Test Method Results Date Analyzed
Sludge Residuals
Aluminum
EPA 200 7
6140 mg/kg
02/26/2013
Arsenic
EPA 200 7
17.8 mglkg
02/26/2013
Cadmium
EPA 200 7
30 6 mg/kg
02/14/2013
Calcium
EPA 200 7
45600 mg/kg
02/2212013
Chromium
EPA 200 7
79.6 mg/kg
02/14/2013
Copper
EPA 200 7
1120 mg/kg
02/14/2013
Lead
EPA eon 7
116 mg/kg
02126/2013
Magnesium
EPA son 7
12500 mg/kg
02/18/2013
Molybdenum
EPA 2007
13 4 mg/kg
02/14/2013
Nickel
EPA 200 7
54 3 mglkg
02/14/2013
Potassium
EPA 200 7
3650 mg/kg
02/22/2013
Selenium
EPA2007
<2.11 mg/kg
02/14/2013
Sodium
EPA 2087
56000 mg/kg
02/22/2013
Zinc
EPA 200 7
3340 mg/kg
02/14/2013
Ammonia Nitrogen
EPA 350 1
785 mg/kg
0211412013
Total Kjeldahl Nitrogen (TKN)
EPA 3512
6250 mg/kg
02/27/2013
Nitrate+Nitnte-Nitrogen
EPA 353 2
6 93 mg/kg
02/16/2013
Total Solids (%)
SM 2540 0
422%
02/0712013
pH
SM 4500 tr a
7.07 units
02/08/2013
Total Phosphorus
SM 4500 P F
7070 mq/kg
02/27/2013
Mercury
Sw846 147 til
0-4500 mq/kg
02/2812013
Comment- Sludge Residuals and Fecal Density reported on a dry weight basis. pH reported on an as received
basis
Reviewed bye
Report r 2013.01440 Pape 4 a14

OPERATIONS & MAINTENANCE PLAN

OPERATION AND MAINTENANCE MANUAL
FOR
LAND APPLICATION OF RESIDUALS
Version 1.1
MARINE CORPS AIR STATION
CHERRY POINT, NC
Prepared by;
Timothy O. Lawrence
EAD, MCAS Cherry Point
January 16, 2019
1

Table of Contents
Objective.......................................................................................................................................................4
Scope.............................................................................................................................................................
4
Rales& Responsibility...................................................................................................................................4
Introduction..................................................................................................................................................4
Field#1..........................................................................................................................................................6
Field#2..........................................................................................................................................................7
Field#3..........................................................................................................................................................7
Field#4..........................................................................................................................................................8
Field#5..........................................................................................................................................................9
Field#6..........................................................................................................................................................9
Field#7........................................................................................................................................................10
Field#8........................................................................................................................................................10
Field#9........................................................................................................................................................12
Field#10......................................................................................................................................................13
WastewaterPlant........................................................................................................................................14
Monitoringand Sampling............................................................................................................................15
OutlyingField Residuals..............................................................................................................................16
LandApplication..........................................................................................................................................16
LandApplication Contractor.......................................................................................................................16
CoverCrop...................................................................................................................................................17
BoundaryMarkings.....................................................................................................................................17
FieldClosure................................................................................................................................................17
Spills& Incidents.........................................................................................................................................17
Reports........................................................................................................................................................18
Security........................................................................................................................................................18
AirfieldOperations......................................................................................................................................18
PotentialHazards...................................................,....................................................................................19
Personal Protection Equipment (PPE).........................................................................................................19
Maintenance...............................................................................................................................................19
Manufacturer's Literature...........................................................................................................................19
2

Objective
Use these procedures to ensure safe and correct operation the land application of residuals in
accordance with state permit(s) and standard practices.
Scope
Provide a means to ensure safe operations and provide knowledge of potential hazards.
Roles & Responsibility
It is the responsibility of the designated certified operator in responsible charge (ORC) or those
designated as back-up ORCs to ensure the associated equipment and fields used for the land application
of residuals is properly maintained and fully operational in accordance with state permit(s) and standard
practices. The ORC or back-up ORC shall visit the sites in accordance with state permit(s) and shall
complete all required reportable forms and shall perform the required tests and/or gather information
to ensure permit compliance at the specified intervals as to ensure no permit violations occur. The ORC
shall inform the Environmental Affairs Department (EAD) of any permit violations that have occurred or
may potentially occur.
EAD shall provide guidance and direction to the ORC as needed to ensure full permit compliance is
maintained during operation. EAD shall maintain the required permits required for the operational
compliance of the land application fields.
Introduction
The handling of the residuals generated by the processes of wastewater treatment under NPDES permit
NCO003816 is addressed under the state permit WQ0001489. The residuals (or sludge) are processed at
the MCAS Cherry Point wastewater treatment plant (WWTP) located on Roosevelt Blvd. The process
includes blending and lime stabilization prior to transferring the residuals to a tanker truck for transport
to the land application fields. The residuals are then transferred to the land application equipment (i.e.,
a tractor) for surface application. The processes of transport and land application are currently handled
by a contractor.
Residuals from the Outlying Fields (OLFs) can be land applied to the fields under permit WQ0001489 as
they are identified residual sources. This includes residuals from the Atlantic and Bogue wastewater
treatment facility ponds and Piney Island's wastewater treatment facility septic tank.
The land application fields are located on federally owned land within MCAS Cherry Point's boundaries.
See Photo #1. There are currently six active fields and four inactive fields; two of which are designated
for future expansion. The fields are defined later in this O&M.
4

Residuals from the Industrial Waste Treatment Plant (IWTP) are not authorized for land application
under permit WQ0001489 and are to be disposed in accordance to hazardous waste disposal
regulations. This contract is handled via Facilities Support Contracts (FSC).
Photo 1: Map of Land Application Fields
Note: Field hatching is approximate.

Field #1
Field #1 encompasses 44.94 acres. This field is currently active and used year round. It is located near
the center mat between runway SR and taxiway D. It is accessible via the inactive portion of taxiway D,
from Cunningham Blvd, follow Marylou Rd around to the end of taxiway D. See Photo #2.
Photo 2: Map of land Application Field #1.
Note: Field outlines are approximate.
6

Field #2
Field #2 encompasses 23.90 acres. This field is currently active and used year round. It is located near
the center mat between runway 32L and taxiway D. It is accessible via the inactive portion of taxiway D,
from Cunningham Blvd, follow Marylou Rd around to the end of taxiway D. See Photo #3.
e
a *I C meaa yrs
�_r t
�' rr
Irk
Photo 3: Map of Land Application Field #2.
Note: Field outlines are approximate.
Field #3
Field #3 encompasses 16.80 acres. This field is currently active and used year round. It is parallel to
runway 32L and is intersected by Antelope Rd. It is accessible from Cunningham Blvd, follow Marylou Rd
around to the Gas Chamber (B4786), and follow Antelope Rd to the field prior to reaching the Gas
Chamber. See Photo #4.
There is a small structure in the south side of the field that must be avoided during land application.
7

Field 02
Runway 3Z
x
Photo 4: Map of Land Application Field #3.
Note: Field outlines are approximate.
ryF y
L
Airops
Equipment
Field #4
Field #4 encompasses 8.0 acres. This field is currently active but is used in a limited capacity to provide
land application for the OLFs. It is parallel to runway 32L and is located near B1788. It is accessible from
Cunningham Blvd, follow Marylou Rd around to the Gas Chamber (B4786), and follow Antelope Rd to
runway 321 -prior to reaching the Gas Chamber, then follow the service road along the inactive portion of
runway 32L to field. See Photo #5.
Currently, personnel who utilize B1788 and the associated high voltage system in the area have
requested a reduction in use of this field.
8

Field #5
Field #5 encompasses 24.0 acres. This field is currently inactive. It is inactive due to the high water
table. It is located at the left end of runway 32L and is located near B1788. It is accessible from
Cunningham Blvd, follow Marylou Rd around to the Gas Chamber (B4786), and follow Antelope Rd to
runway 32L prior to reaching the Gas Chamber, then follow the service road along the inactive portion
of runway 32L to field. See Photo #5.
Photo 5: Map of Land Application Fields #4, #5, and #6.
Note: Field outlines are approximate.
Field #6
Field #6 encompasses 8.10 acres. This field is currently inactive. It is inactive due to the high water
table. It is located at the end of runway 32L and has runway approach lights located down the middle of
the field. The field is also intersected by the paved service road. It is accessible from Cunningham Blvd,
follow Marylou Rd around to the Gas Chamber (B4786), and follow Antelope Rd to runway 321 -prior to
9

reaching the Gas Chamber, then follow the service road along the inactive portion of runway 32L to
field. See Photo #5.
Before use: Monitoring of the seasonal high water table elevation must be performed and coordination
with AirOps must be obtained prior to field activation. The previous concerns of AirOps were related to
the spraying of runway approach lights during land application. Avoidance of the lights should be
considered before reuse of this field.
Field #7
Field #7 encompasses 35.0 acres. This field is currently active and used year round. It is parallel to
runway 32L and is intersected by Antelope Rd. It is accessible from Cunningham Blvd, follow Marylou Rd
around to the Gas Chamber (64786), and follow Antelope Rd to the field prior to reaching the Gas
Chamber, then follow the service road around the inactive portion of runway 32L to Hyena Rd. See
Photo #6.
At the northeast side of the field, B4852 has been constructed within the permitted area. There is also
AirOps equipment on the west side of the field. Care should be taken to avoid the equipment while
spraying. Permit modification to reduce acreage shall be considered.
Field #8
Field #8 encompasses 110.0 acres. This field is currently inactive. It is at the end of runway 23R and is
intersected by marsh land and has runway approach lights located down the middle of the field. It is
accessible from Range Rd, follow Mangus Rd to field. Mangus Rd is gated and the gates are closed when
the range is active. See Photo #7. This field is also accessible from the High Power Run Up area.
Before use: Monitoring of the seasonal high water table elevation must be performed and coordination
with AirOps must be obtained prior to field activation. The field shall be resurveyed to delineate the
marsh areas and properly define usable land application area. A soil analysis of the field shall also be
conducted to determine the baseline of pollutants, Evaluation of additional monitoring wells needs to
be performed to properly monitor contaminants in the groundwater based on the typography of the
field. A permit modification to reduce the permitted area should be evaluated based on the defined
marsh area.
10

4
Eaxiw:a
Photo 6: Map of Land Application Field V.
Note: Field outlines are approximate.
11

Photo 7: Map of Land Application Field #8.
Note: Field outlines are approximate.
Field #9
Field #9 encompasses 28.0 acres. This field is currently inactive. This field is to be removed from the
permit or it requires modification of the overall permitted acreage prior to use. VMU-2 (134845) was
developed on the site. It is parallel to runway 14L near the CALA. It is accessible from Access Rd turn
onto Duffy Rd to Taxiway K. See Photo #8.
12

Photo 8: Map of Land Application Field #9.
Note: Field outlines are approximate.
Field #10
Field #10 encompasses 119.0 acres and is divided into four sections noted as 10a, 10b, 10c, and 10d_
This field is currently inactive. The sections are located at the end of runway 5R and between the
runway and Marylou Rd. Sections 10b and 10c have runway approach lights located down the middle of
the fields. It is accessible from Cunningham Blvd. follow Marylou Rd, See Photo #9.
Before use: Monitoring of the seasonal high water table elevation must be performed and coordination
with AirOps must be obtained prior to field activation. The field shall be resurveyed to delineate the
marsh areas and properly define usable land application area. A soil analysis of the field shall also be
conducted to determine the baseline of pollutants. installation of monitoring well designated as MW -6
shall be performed. Evaluation of additional monitoring wells needs to be performed to properly
monitor contaminants in the groundwater based on the typography of the field. A permit modification
to reduce the permitted area should be evaluated based on the defined marsh area.
13

41. AQ * P
Photo 9: Map of Land Application Field #10.
Note: Field outlines are approximate.
Wastewater Plant
The processing of residuals for land application occurs at MCAS Cherry Point's WWTP. The process
includes blending and lime stabilization prior to transferring the residuals to a tanker truck for transport
to the land application fields. See Photo #10.
The DRC and plant operators conduct the blending of the residuals based on the WWTP's needs. The
lime stabilization is also performed by the ORC and plant operators and the residuals are stored in the
holding tank until the land application contractor loads the tanker truck for transport to the land
application fields. The contractor conducts the transfer from the holding tank to the tanker truck.
14

Photo 10: Cherry Point Wastewater Treatment Plant.
Monitoring and Sampling
Prior to each application event, the ORC or designated operator shall conduct samples and monitor the
residuals for percent solids and pH as required by the parameters defined in the current permit during
the lime stabilization process.
There are currently four active groundwater monitoring wells associated with the land application fields.
They are denoted as MW -1, MW -2, MW -3, and MW -5. The location of the wells can be seen in Photo 1.
There are two monitoring wells identified in the permit for future use. MW -6 is to be installed when
Field #10 is to be used. MW -7 is related to Field #9, but is no longer needed as the field is to be removed
from the permitted acreage, The monitoring wells shall be sampled for the parameters defined in the
current permit at the stated intervals.
All residual sources shall be analyzed to demonstrate that they are non -hazardous under Resource
Conservation and Recovery Act (RCRA). This analysis is conducted annually and shall in no case be less
frequent than the current permit states. All residual sources shall also be analyzed annually per
Condition 111.3 and 4.
A representative annual soils analysis shall be conducted on each active land application field and tested
for the parameters defined in the current permit. The current active fields are 1-5, and 7.
The permit required sampling will be supervised by the Facilities' Laboratory, contact Steve Reavis at
466-6850.
15

Monitoring of the season high water table shall be conducted by EAD and recorded. if the season high
water table elevation is found to be within three feet of the surface, land application shall not be
performed on the identified field until the water table has dropped. This shall be conveyed to the land
application contractor by EAD via FSC.
Outlying Field Residuals
Residuals from the three outlying fields (Atlantic, Bogue and BT -11) under the control of MCAS Cherry
Point are identified as certified residual sources that are authorized for land disposal to the permitted
application fields under permit WQ0001489.
Land application of the solid residuals from these sites will occur infrequently, and only as part of larger
maintenance and repair projects. As a result, sampling of the residuals will occur only prior to land
application or as part of the permit renewal. Solids will be pumped out of the lagoon or septic tank and
blended to reduce sample variability due to settling and stratification. One blended sample will be
collected and split samples will be analyzed for pH, percent solids, volatile solids content, and fecal
coliform. If analysis results comply with the terms of the permit, the solids will be land applied. In the
event a parameter does not comply with the permit, the sludge will be stabilized with lime prior to land
application.
Land Application
Land application shall not occur during the following:
1. During inclement weather
2. Within 24 hours following a 24 hour rain event of %: inch or greater
3. The site is flooded, frozen, or snow-covered
4. At rates greater than agronomic rates
5. Season high water table elevation is within 3 feet of the surface
Land Application Contractor
The land application of residuals is performed by a contractor via Facilities Support Contracts (FSC). The
contractor also provides the required lime for treatment and transports the residuals from the WWTP to
the land application fields. The current FSC contact is Arthur Kelly at 466-5768. The contracted land
applier is Craven Ag whose point of contact is Billy Dunum at 252-670-8530. Craven Ag is subcontracted
by GCR. The contractor is required to adhere to the current state issued permit and the current support
contract.
The contractor is required to record and provide upon completion (at a minimum), the following:
1. Date and time of event
2. Volume (in gallons) of residuals applied per event
3. Field applied to per event
4. Weather data during event
16

5. Surveyed data of the event
Cover Crop
The cover crop on all land application fields is fescue. The cover crop is maintained on a recurring
schedule to cut the grass in support of the airfield operations. The ORC or representative should inspect
the fields to ensure the field the cover crop is well maintained. The mowing contract is handled via
Facilities Support Contracts (FSC). The current FSC contact is Wallace Lundy at 466-6273.
Boundary Markings
All active fields (Fields 1-4, and 7) have boundary markings installed to indicate the perimeter of the
permitted area. The markers are flush, poured in place concrete squares with land survey markings.
These markers are flush to allow for easier cutting of the fields and application of the residuals. Land
survey markings are installed to identify the fields and to provide a detectable item with the use of a
metal detector as needed. The boundaries are currently easily defined by the terrain with storm water
swells and tree lines.
Field Closure
A field shall be closed when the Ceiling Concentration limits for pollutants are reached, but not
exceeded. The parameters for which limits are set are defined in the current permit and include the
following: Arsenic, Cadmium, Copper, Lead, Mercury, Molybdenum, Nickel, Selenium, and Zinc.
These concentrations are tracked and reported in the annual report as required per the permit and
should be closely monitored to ensure proper planning and action is taken to avoid exceedances of the
limits.
Post closure monitoring will be implemented in compliance with governing regulations.
Spills & Incidents
If a spill occurs or is discovered, the operator is to cease all operations, notify his/her supervisor, and
begin immediate containment procedures after determining that it is safe to proceed. After satisfactory
containment of the spill is obtained, clean-up of the spill should begin. If the size of the spill exceeds the
containment/clean-up ability of unit, the operator is to follow the spill response procedures set forth by
the command. All used spill materials and debris is to be disposed of following procedures set forth by
the command. All notifications concerning the spill shall be made in accordance with command
procedures.
17

Reports
The ORC, along with guidance and support from EAD, shall complete all required reports and
notifications required by the current state permit. Both the ORC and EAD shall maintain copies of the
submitted reports for the minimum duration specified by the permit.
EAD completes the required annual report which requires the ORC to provide lime stabilization data for
each event. EAD also requires the FSC contract representative to provide from the contractor further
supporting documentation as previously defined per the permit.
Security
As MCAS Cherry Point is a secure military facility, access to the land application fields is restricted from
public access. Airfield operations further restrict access to the area as related to airfield security.
Hunting is authorized on select land application fields, with notification of the sites use expressed to the
hunters via the Conservation Law Enforcement Officers (CLEOs).
In accordance with state regulations, the groundwater monitoring wells are to be kept locked and
secured when sampling is not being performed. The keys and locks are maintained by EAD. When
sampling, the laboratory representative shall acquire a key from EAD and return the key upon
completion.
Access to MW -2 will require access through perimeter fence gates 7 and/or 8. The keys to these gates
can be obtained from EAD and shall be returned upon completion. These keys have to be signed out
from the CLEOs.
Airfield Operations
All personnel to operate in or around the land application fields shall be familiar with the required
protocols for operating around the airfield and shall attend and maintain the airfield driver's
certification course annually. While maneuvering around the land application fields may not require
direct communication with the control tower (i.e., Cherry Ground), all personnel shall have a radio with
a channel to the control tower to communicate or receive communications as necessary in the event of
an emergency.
All precautions shall be taken to avoid the introduction of foreign, object and debris (FOD) within the
airfield. Do not allow loose materials to be left on the airfield or to be blown out of the vehicle. If FOD is
discovered, and not on the active runway, gather the debris up. If FOD is seen on the active runway,
notify the control tower immediately.
1R

Potential Hazards
The following is a list of potential hazards that are identified with the operation of the wastewater and
irrigation system. The operator should also verify with the manufacturer's literature for additional
hazards associated with all identified equipment.
1. Exposure to wastewater.
2. Slip and fall hazard related to terrain and saturation of land application fields.
3. Hearing hazard due to noise generated during flight operations around the airfield.
4. Bites due to snakes, mammals, and insects.
Personal Protection Equipment (PPE)
Based on the identified hazards during the operational process of the wastewater and land application,
the operator shall wear the following personal protection equipment (PPE):
1. Hearing protection (during active airfield operations)
2. Safety gloves
3. Safety shoes
Maintenance
An operator shall follow the manufacturer's suggested maintenance schedule for daily, monthly and
hourly operations. Only qualified personnel will perform maintenance on electrical and sanitary sewer
components. The operator will follow proper Lock-out/Tag-out procedures.
All required equipment shall be tested and calibrated at least once per permit cycle as applicable.
Calibration records -shall be maintained in accordance with state permit requirements.
The land application fields shall be maintained to ensure no slope to be land applied is greater than 10%
and that erosion is not occurring that would allow runoff to surface waters,
Manufacturer's Literature
All manufacturers' literature and maintenance manuals on all equipment utilized at MCAS Cherry Point's
WWTP in regards to the treatment of residuals shall be maintained on file and updated as required by
directed maintenance personnel.
19

CURRENT PERMIT
(WQ0001489)

Pat McCrory
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
May 16, 2014
George W. Radford, Environmental Affairs Officer
US MCAS Cherry Point
US MCAS Cherry Point, Environmental Affairs Department
PSC Box 8006
Cherry Point, North Carolina 28533-0006
Dear Mr. Radford:
John E. Skvarla, ill
Secretary
Subject: Permit No. WQ0001489
US MCAS Cherry Point
Residuals Land Application
Program
Land Application Surface
Disposal of Class B Residuals
(Non -Dedicated)
Craven County
In accordance with your permit renewal request received January 28, 2014, we are forwarding
herewith Permit No. WQ0001489 dated May 16, 2014, to US MCAS Cherry Point for the continued
operation of the subject residuals management program. Please note that this renewed permit shall
become effective on August 1, 2014 (i.e. the day after the expiration date of the existing permit), which
differs from the date of this letter.
This permit shall be effective from August 1, 2014 until July 31, 2019, shall void Permit No.
WQ0001489 issued August 26, 2005, and shall be subject to the conditions and limitations as specified
therein. Please pay particular attention to the monitoring requirements listed in Attachments A and C for
they may differ,from the previous permit issuance. Failure to establish an adequate system for collecting
and maintaining the required operational information shall result in future compliance problems.
Please note that on September 1, 2006, North Carolina Administrative Code Title 15A
Subchapter 02T — Waste not Discharged to Surface Waters was adopted. Accordingly, this permit
incorporates the requirements of these rules, therefore, please take the time to review this permit
thoroughly.
If any parts, requirements or limitations contained in this permit are unacceptable, the Permittee
has the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit This request shall be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
1636 Mad Service Center, Raleigh, North Cantina 27699-1636
Phone. 91"07-6464 k fniemel. htwilml ncdenr.o!9/*ebM
A„ Equal oppo'lundy %AtGrmatrye Aclion En -p Dyer- Made in pari with re_ycled paM

Mr. Radford
May 16, 2014
Page 2 of 2
If you need additional information concerning this matter, please contact Alice M. Wessner at
[phone] or [e-mail].
Sincerely,
,Tho asttS A. Reeder, Director
Division of Water Resources
cc: Craven County Health Department
Washington Regional Office, Water Quality Regional Operations Section
Permit File WQ0001489
Notebook File WQ0001489

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
LAND APPLICATION OF CLASS B RESIDUAL SOLIDS PERMIT NON -DEDICATED)
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
US MCAS Cherry Point
Craven County
FOR THE
continued operation of a residuals management program for US MCAS Cherry Point and consisting of the
land application of Class B residuals generated by the approved facilities listed in Attachment A to the
approved sites listed in Attachment B with no discharge of wastes to surface waters, pursuant to the
application received January 28, 2014, and in conformity with other supporting data subsequently filed
and approved by the Department of Environment and Natural Resources and considered a part of this
permit. The use and disposal of residuals are regulated under Title 40 Code of Federal Regulations Part
503. This permit does not exempt the Permittee from complying with the federal regulations.
This permit shall be effective from August 1, 2014 until July 31, 2019, shall void Permit No. WQ0001489
issued August 26, 2005 and shall be subject to the following specified conditions and limitations:
SCHEDULES
1. Within 60 days of monitoring well completion, the Permittee shall submit two original copies of a site
map with a scale no greater than 1 -inch equals 100 feet; however, special provisions may be granted
upon prior approval for large properties. At a minimum, the map shall include the following
information:
a. The location and identity of each monitoring well.
b. The location of major components of the waste disposal system.
c. The location of property boundaries within 500 feet of the disposal areas.
d. The latitude and longitude of the established horizontal control monument.
e. The elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
f. The depth of water below the measuring point at the time the measuring point is established.
g. The location of compliance and review boundaries.
h. The date the map is prepared and/or revised.
Control monuments shall be installed in such a manner and made of such materials that the
monument will not be destroyed due to activities taking place on the property. The map and any
supporting documentation shall be sent to the Division of Water Resources, Water Quality Permitting
Section, 1636 Mail Service Center, Raleigh, NC 27699-1636_
WQ00(11489 Version 3.0 Shell Version 140324 Page i of 12

2. No later than six months prior to the expiration of this permit, the Permittee shall request renewal of
this permit on official Division forms. Upon receipt of the request, the Division will review the
adequacy of the facilities described therein, and if warranted, will renew the permit for such period of
time and under such conditions and limitations as it may deem appropriate. Please note Rule I SA
NCAC 02T .0105(d) requires an updated site map to be submitted with the permit renewal
application.
3. The permittee shall be in full compliance with the regional office notification requirements
established in Condition II1.3. within 90 days of the effective date of this permit.
4. The permittee shall be in full compliance with the signage requirements established in Condition
Ill. 13. within 180 days of the effective date of this permit.
H. PERFORMANCE STANDARDS
1. The subject residuals management program shall be effectively maintained and operated at all times
so there is no discharge to surface waters, nor any contravention of groundwater or surface water
standards. In the event the facilities fail to perform satisfactorily, including the creation of nuisance
conditions due to improper operation and maintenance, the Permittee shall immediately cease land
applying residuals to the site, contact the Washington regional office supervisor, and take any
immediate corrective actions.
2. This permit shall not relieve the Permittee of their responsibility for damages to groundwater or
surface water resulting from the operation of this residuals management program.
3. All wells constructed for purposes of groundwater monitoring shall be constructed in accordance with
15A NCAC 02C.0108 (Standards of Construction for Wells Other than Water Supply), and any other
jurisdictional laws and regulations pertaining to well construction.
4. Only residuals generated by the facilities listed in Attachment A are approved for land application in
accordance with this permit.
5. Only the sites listed in Attachment B are approved for residuals land application.
6. Pollutant concentrations in residuals applied to land application sites listed in Attachment B shall not
exceed the following Ceiling Concentrations (i.e., dry weight basis) or Cumulative Pollutant
Loading Rates (CPLRs):
Parameter
Ceiling Concentration
(milligrams per kilogram)
CPLR
(pounds per acre)
Arsenic
75
36
Cadmium
85
34
Copper
4,300
1,338
Lead
840
267
Mercury
57
15
Molybdenum
R 75
n/a
Nickel
420
374
Selenium
100
89
Zinc
7,500
2,498
The Pemiittee shall determine compliance with the CPLRs using one of the following methods:
WQ0001489 Version 3.0 Shell Version 1403-24 Pa�e 2 of i 2

a. By calculating the existing cumulative level of pollutants using actual analytical data from all
historical land application events of residuals, or
b. For land where residuals application have not occurred or for which the required data is
incomplete, by determining background concentrations through representative soil sampling.
Residuals that are land applied shall meet Class B pathogen reduction requirements in 15A NCAC
02T .1106 (a) and (c). Exceptions to this requirement shall be specified in Attachment A.
8. Biological residuals (i.e. residuals generated during the treatment of domestic or animal processing
wastewater, or the biological treatment of industrial wastewater, and as identified in Attachment A)
that are land applied shall meet one of the vector attraction reduction alternatives in 15A NCAC 02T
.1107(a). Exceptions to this requirement shall be specified in Attachment A.
9_ Setbacks for Class Bland application sites shall be as follows:
10. Land application areas shall be clearly marked on each site prior to and during any residuals
application event.
11. Bulk residuals and other sources of Plant Available Nitrogen (PAN) shall not be applied in
exceedance of agronomic rates. Appropriate agronomic rates shall be calculated using expected
nitrogen requirements based on the determined Realistic Yield Expectations (RYE) using any of the
following methods -
a. Division's pre -approved site specific historical data for specific crop or soil types by calculating
the mean of the best three yields of the last five consecutive crop harvests for each field.
b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina
State University Department of Soil Science (http:/lnutrients.soil_ncsu.edu/yields/index.php).
A copy shall be kept on file and reprinted every five years in accordance with Condition IV.] 1.
WQ0001489 Version 3.0 Shell Version 140324 Page 3 of 12
Setback by application type
(feet)
Setback Description
Vehicular
Irrigation
Surface
Surface
Injection /
Application
Application
incorporation
Habitable residence or place of public assembly
under separate ownership or not to be maintained as
400
400
200
art of the project site
Habitable residence or places of public assembly
owned by the Permittee, the owner of the land, or the
0
200
0
lesseeloperator of the land to be maintained as part
of the pr9ject site
Property lines
50
150
50
Public right of way
50
50
50
Private or public water supply
100
100
100
Surface waters (streams — intermittent and perennial,
100
100
50
perennial waterbodies, and wetlands
Surface water diversions (ephemeral streams,
25
100
25
waterways, ditches
Groundwater lowering ditches (where the bottom of
-)5
100
25
the ditch intersects the SHWT
Wells with exception to monitoring wells
100
100
100
10. Land application areas shall be clearly marked on each site prior to and during any residuals
application event.
11. Bulk residuals and other sources of Plant Available Nitrogen (PAN) shall not be applied in
exceedance of agronomic rates. Appropriate agronomic rates shall be calculated using expected
nitrogen requirements based on the determined Realistic Yield Expectations (RYE) using any of the
following methods -
a. Division's pre -approved site specific historical data for specific crop or soil types by calculating
the mean of the best three yields of the last five consecutive crop harvests for each field.
b. North Carolina Historical Data for specific crop and soil types as provided by North Carolina
State University Department of Soil Science (http:/lnutrients.soil_ncsu.edu/yields/index.php).
A copy shall be kept on file and reprinted every five years in accordance with Condition IV.] 1.
WQ0001489 Version 3.0 Shell Version 140324 Page 3 of 12

c. If the RYE cannot be determined using methods (a) or (b) above, the Permittee may use the RYE
and appropriate nutrient application rates reported in any of the following documents:
i. Crop management plan as outlined by the local Cooperative Extension Office, the North
Carolina Department of Agriculture and Consumer Services, the Natural Resource
Conservation Service, or other agronomist.
ii. Waste Utilization Plan as outlined by the Senate Bill 1217 Interagency Group - Guidance
Document: Chapter 1
(hgp://www.ncagr.lzov/SWC/tech/documents/9th_Guidance Doc 100109.ndfl.
iii. Certified Nutrient Management Plan as outlined by the Natural Resources Conservation
Services (NRCS). These plans must meet the USDA-NRCS 590 Nutrient Management
Standards (ftp://ftp-fc.sc.egov.usda-gov/NHO/practice-standards/standards/590.pdf).
d. if the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall
contact the Division to determine necessary action.
12. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced by
25% in accordance with the USDA-NRCS 590 Nutrient Management Standards.
13. If land application sites are to be aver -seeded or double -cropped (e.g., bermuda grass in the summer
and rye grass in the winter with both crops to receive residuals), then the second crop can receive an
application of PAN at a rate not to exceed 50 pounds per acre per year (lbs/ac/yr). This practice may
be allowed as long as the second crop is to be harvested or grazed. If the second crop is to be planted
for erosion control only and is to be tilled into the soil, then no additional PAN shall be applied.
14. Prior to land application of residuals containing a sodium adsorption ratio (SAR) of 10 or higher, the
Permittee shall obtain and implement recommendations from at least one of the following: the IocaI
Cooperative Extension Office; the Department of Agriculture and Consumer Services; the Natural
Resource Conservation Service; a North Carolina Licensed Soil Scientist; or an agronomist. The
recommendations shall address the sodium application rate, soil amendments (e.g., gypsum, etc.), or a
mechanism for maintaining site integrity and conditions conducive to crop growth. The Permittee
shall maintain written records of these recommendations and details of their implementation.
15. The compliance boundary for residual land application sites shall be specified in accordance with
15A NCAC 02L .0107(b). These sites were individually permitted on or after December 30, 1983;
therefore, the compliance boundary is established at either 250 feet from the residual land application
area, or 50 feet within the property boundary, whichever is closest to the residual land application
area. Ari exceedance of groundwater standards at or beyond the compliance boundary is subject to
remediation action according to 15A NCAC 02L .0106(4)(2) as well as enforcement actions in
accordance with Notch Carolina General Statute 143-215.6A through 143-215.6C. Any approved
relocation of the COMPLIANCE BOUNDARY will be noted in Attachment B.
16. In accordance with 15A NCAC 02L .0 108, the review boundary shall be established midway between
the compliance boundary and the residual land application area. Any exceedance of groundwater
standards at the review boundary shall require action in accordance with 15A NCAC 02L .0106.
TH. OPERATION AND MAINTENANCE REQUIREMENTS
1. The residuals management program shall be properly maintained and operated at all times. The
program shall be effectively maintained and operated as a non -discharge system to prevent any
contravention of surface water or groundwater standards.
W00001489 Version 3.0 Smell Version 140324 Page 4 of 12

2. The Washington Regional Office, telephone number [phone], and the appropriate local
government official (i.e., county manager, city manager, or health director) shall be notified at least
48 hours prior to the initial residuals land application to any new land application site. Notification to
the regional supervisor shall be made from 8:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
3. The Washington Regional Office shall be notified via email or telephone, [phone], at least 24
hours prior to conducting any land application activity. Such notification shall indicate, at a
minimum, the anticipated application times, field D )s, and location of land application activities. If it
becomes necessary to apply to additional fields due to unforeseen events, the Regional Office shall be
notified prior to commencing the application to those fields.
4. The Permittee shall maintain an approved Operation and Maintenance Plan (O&M Plan) pursuant to
ISA NCAC 02T .1110. Modifications to the O&M Plan shall be approved by the Division prior to
utilization of the new plan. The O&M Plan, at the minimum, shall include:
a) Operational functions;
b) Maintenance schedules;
c) Safety measures;
d) Spill response plan;
e) Inspection plan including the following information:
L Names and/or titles of personnel responsible for conducting the inspections;
ii. Frequency and location of inspections, including those to be conducted by the ORC, and
procedures to assure that the selected location(s) and inspection frequency are representative
of the residuals management program;
iii. Detailed description of inspection procedures including record keeping and actions to be
taken by the inspector in the event that noncompliance is observed pursuant to the
noncompliance notification requirements under the monitoring and reporting section of the
permit;
f) Sampling and monitoring pian including the following information:
i. Names and/or titles of personnel responsible for conducting the sampling and monitoring;
ii. Detailed description of monitoring procedures including parameters to be monitored;
iii. Sampling frequency and procedures to assure that representative samples are being collected.
Fluctuation in temperature, flow, and other operating conditions can affect the quality of the
residuals gathered during a particular sampling event. The sampling plan shall account for
any foreseen fluctuations in residuals quality and indicate the most limiting times for
residuals to meet pathogen and vector attraction reduction requirements (e.g_ facilities that
land apply multiple times per year but have an annual sampling frequency, may need to
sample during winter months when pathogen reduction is most likely to be negatively
affected by cold temperatures).
Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the facility, the Permittee shall designate and employ a certified operator in
responsible charge (ORC) and one or more certified operators as back-up ORCs in accordance with
15A NCAC 08G .0201. The ORC or their back-up shall visit the facilities in accordance with 15A
NCAC 08G. 0204, or as specified in the most recently approved O&M plan (i.e., see Condition Ill.
4.), and shall comply with all other conditions of 15A NCAC 08G. 0204. For more information
regarding classification and designation requirements, please contact the Division of Water
Resources' Technical Assistance & Certification Unit at [phone].
6. When the Permittee land applies bulk residuals, a copy of this permit and a copy of O&M Plan shall
be maintained at the land application sites during land application activities.
WQOOO1489 Version 3.0 Shell Version 140324 Page 5 of 12

7. When the Permittee transports or land applies bulk residuals, the spill control provisions shall be
maintained in all residuals transport and application vehicles.
8. Residuals shall not be stored at any land application site, unless written approval has been requested
and received from the Division.
9. When the Permittee Iand applies bulk residuals, adequate measures shall be taken to prevent wind
erosion and surface runoff from conveying residuals from the land application sites onto adjacent
properties or into surface waters.
10. When the Permittee land applies bulk residuals, a suitable vegetative cover shall be maintained on
land application sites onto which residuals are applied, or application shall be in accordance with the
crop management plan outlined by the local Cooperative Extension Office, the Department of
Agriculture and Consumer Services, the Natural Resource Conservation Service, or an agronomist
and as approved by the Division.
11. Bulk residuals shall not be land applied under the following conditions:
a. If the residuals are Iikely to adversely affect a threatened or endangered species listed under
section 4 of the Endangered Species Act or its designated critical habitat;
b. If the application causes prolonged nuisance conditions;
c. If the land fails to assimilate the bulk residuals or the application causes the contravention of
surface water or groundwater standards;
d. If the land is flooded, frozen or snow-covered, or is otherwise in a condition such that runoff of
the residuals would occur;
e. Within the 100 -year flood elevation, unless the bulk residuals are injected or incorporated within
a 24-hour period following a residuals land application event;
f. During a measurable precipitation event (i.e., greater than 0.01 inch per hour), or within 24 hours
following a rainfall event of 0.5 inches or greater in a 24-hour period;
g. If the slope is greater than 10% for surface applied liquid residuals, or if the slope is greater than
18% for injected or incorporated bulk liquid residuals;
h. If the soil pH is not maintained at 6.0 or greater, unless sufficient amounts of lime are applied to
achieve a final soil pH of at least 6.0, or if an agronomist provides information indicating that the
pH of the soil, residuals and lime mixture is suitable for the specified crop. Any approved
variations to the acceptable soil pH (6.0) will be noted in this permit;
i. If the land does not have an established vegetative cover unless the residuals are incorporated or
injected within a 24-hour period following a residuals land application event. Any field that is in
a USDA no -till program shall be exempted from meeting this vegetative cover requirement;
j. If the vertical separation between the seasonal high water table and the depth of residuals
application is less than one foot;
k. If the vertical separation of bedrock and the depth of residuals application is less than one foot;
12. The following public access restrictions apply to residual land application sites:
a. Public access to public contact sites (e.g., golf courses, parks, ball fields, etc.) shall be restricted
for 365 days after a residuals land application event;
b. Public access to non-public contact sites shall be restricted for 30 days after a residuals land
application event.
11-00001489 Version 3.0 Shell Version 140324 Noe 6 of 12

13. Public access controls shall include the posting of signs with a minimum area of 3 square feet (e.g.,
1.5' x 2'). Each sign shall indicate the activities conducted at each site, permit number, and name and
contact information, including the Permittee or applicator's telephone number. Signs shall be posted
in a clearly visible and conspicuous manner at the entrance to each land application site during a land
application event, and for as long as the public access restrictions required under HI. 12 apply.
14. The following bmesting and grazing restrictions apply to residual land application sites after each
land application event:
Harvesting and Grazing Description
Restricted
Duration
Animals shall not be allowed to graze during land application activities and
restricted period. Sites that are to be used for grazing shall have fencing to
30 days
prevent access after each land application event_
Food crops, feed crops and fiber crops shall not be harvested for:
30 days
Turf grown on land where residuals have been applied shall not be harvested for:
12 months
Food crops with harvested parts that touch the residual/soiI mixture and are
totally above the land surface (e.g., tobacco, melons, cucumbers, squash, etc.)
14 months
shall not be harvested for:
When the residuals remain on the land surface for four months or longer prior to
incorporation into the soil, food crops with harvested parts below the land
20 months
surface (e.g., root crops such as potatoes, carrots, radishes, etc.) shall not be
harvested for:
When the residuals remain on the land surface for less than four months prior to
incorporation into the soil, food crops with harvested parts below the land
38 months
surface shall not be harvested for:
15. The Permittee shall acquire from each landowner or lessee/operator a statement detailing the volume
of other nutrient sources (i.e-, manufactured fertilizers, manures, or other animal waste products) that
have been applied to the site, and a copy of the most recent Nutrient Management Plan (NMP) for
those operations where a NMP is required by the US Department of Agriculture — National Resources
Conservation Service (MRCS) or other State Agencies. The Permittee shall calculate allowable
nutrient loading rates based on the provided information and use appropriate reductions.
For the purpose of this permit condition, a Crop Management PIan (CMP), Waste Utilization Plan
(WUP) or Certified Nutrient Management Plan (CNMP) shall also be considered a Nutrient
Management Plan_
16. No residuals shall be land applied unless the submitted Land Owner Agreement Attachment (LOAA)
between the Permittee and landowners or lessees/operators of the land application site is in full force
and effect. These agreements shall be considered expired concurrent with the pen -nit expiration date,
and shall be renewed during the permit renewal process.
N. MONITORING AND REPORTING REQUIREMENTS
1. Any Division required monitoring (including groundwater, plant tissue, soil and surface water
analyses) necessary to ensure groundwater and surface water protection shall be established, and an
acceptable sample reporting schedule shall be followed.
WQ0001489 Version 3.0 Shell Version 140324 Page 7 of 12

2. Residuals shall be analyzed to demonstrate they are non -hazardous under the Resource Conservation
and Recovery Act (RCRA). The analyses [corrosivity, ignitability, reactivity, and toxicity
characteristic leaching procedure (TCLP)] shall be performed at the frequency specified in
Attachment A, and the Permittee shall maintain these results for a minimum of five years. Any
exceptions from the requirements in this condition shall be specified in Attachment A.
The TCLP analysis shall include the following parameters (the regulatory level in milligrams per liter
is in parentheses):
Arsenic (5.0)
1,4 -Dichlorobenzene (7.5)
Nitrobenzene (2.0)
Barium (100.0)
1,2-Dichloroethane (0.5)
Pentachlorophenol (100.0)
Benzene (0.5)
1, 1 -Dichloroethylene (0.7)
Pyridine (5.0)
Cadmium (1.0)
2,4-Dinitrotoluene (0.13)
Selenium (1.0)
Carbon tetrachloride (0.5)
Endrin (0.02)
Silver (5.0)
Chlordane (0.03)
Hexachlorobenzene (0.13)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Heptachlor (and its hydroxide)
0.008
Toxaphene (0.5)
Chloroform (6.0)
Hexachloro-1,3-butadiene (0.5)
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5 -Trichlorophenol (400.0)
m -Cresol (200.0)
Lead (5.0)
2,4,6 -Trichlorophenol (2.0)
o -Cresol (200.0)
Lindane (0.4)
2,4,5 -TP (Silvex) (1.0)
p -Cresol (200.0)
Mercury (0.2)
Vinyl chloride (0.2)
Cresol (200.0)
Methoxychlor (10.0)
2,4-D (10.0)
Methyl ethyl ketone (200.0)
3. An analysis shall be conducted on residuals from each source generating facility at the frequency
specified in Attachment A, and the Permittee shall maintain the results for a minimum of five years.
The analysis shall include the following parameters:
Aluminum
Mercury
Potassium
Ammonia -Nitrogen
Molybdenum
Selenium
Arsenic
Nickel
Sodium
Cadmium
Nitrate -Nitrite Nitrogen
Sodium Adsorption Ratio
(SAR)
Calcium
Percent Total Solids
TKN
Copper
PH
Zinc
Lead
Phosphorus
Magnesium
Plant Available Nitrogen
(by calculation)
Residuals shall be monitored for compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A, and at the time indicated in the sampling
and monitoring sections of the approved O&M plan. The required data shall be specific to the
stabilization process utilized, and sufficient to demonstrate compliance with the Class B pathogen
reduction requirements in 15A NCAC 02T .1106 (a) and (c), and one vector attraction reduction
requirement in 15A NCAC 02T.1 107 (a) shall be met. Any exceptions from the requirements in this
condition shall be specified in Attachment A.
WQ0001489 Version 3.0 Shell Version 140324 Page 8 of 12

An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each land application site listed in Attachment B on which a residuals land application event will
occur in the respective calendar year. This analysis shall be in accordance with the "Guidance on Soil
Sampling" located in the Sampling Instructions section of the NC Department of Agriculture &
Consumer Services' website (http://www.neagr.gov/agronomi/pubs.htm). The Permittee shall
maintain these results and a description of the sampling methodologies used to determine soil fertility
for a period of no less than five years, and shall be made available to the Division upon request. At a
minimum, the Standard Soil Fertility Analysis shall include the following parameters:
Acidity___Exchangeable
Sodium Percentage
Phosphorus
Base Saturation (by calculation)
Magnesium
Potassium
Calcium
Manganese
Sodium
Cation Exchange Capacity
Percent Humic Matter
Zinc
Copper
pH
6. Laboratory parameter analyses shall be performed on the residuals as they are land applied, and shall
be in accordance with the monitoring requirements in 15A NCAC 02B .0505.
7. Monitor wells shall be sampled after construction and within three months prior to initiating residual
application operations. Monitoring wells shall be sampled thereafter at the frequencies and for the
parameters specified in Attachment C. All mapping, well construction forms, well abandonment
forms and monitorine data shall refer to the_nermit number and the well nomenclature as provided in
Attachment C.
8. For initial sampling of monitoring wells, the Permittee shall submit a Compliance Monitoring Form
(GW -59) and a Well Construction Record Form (GW -1) listing this permit number and the
appropriate monitoring well identification number. Initial Compliance Monitoring Forms (GW -59)
without copies of the Well Construction Record Forms (GW -1) are deemed incomplete, and may be
returned to the Permittee without being processed.
Two copies of the monitoring well sampling and analysis results shall be submitted on a Compliance
Monitoring Form (GW -59), along with attached copies of laboratory analyses, on or before the last
working day of the month following the sampling month. The Compliance Monitoring Form (GW -
59) shall include this pennit number, the appropriate well identification number, and one GW -59a
certification Form shall be submitted with each set of sampling results. All information shall be
submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1 61 7
10. Prior to disposal of residuals on Fields 9 and 10 on the attached map, two new monitoring wells,
MW -6 and MW -7, shall be installed to monitor groundwater quality. The wells shall be constructed
such that the water level in the well is never above or below the screened (open) portion of the well at
any time during the year. The general location and name for each well is marked on Attachment B_
Each monitoring well shall be located at the review boundary, constructed in accordance with this
permit, and approved by the Washington Regional Office_
WQ0001489 Version 3.0 Shell Version 140324 Pagc 9 of 12

11. The Permittee shall maintain records tracking all residual land application events, At a minimum,
these records shall include the following:
a. Source of residuals;
b. Date of land application;
c. Location of land application (i.e., site, field, or zone number as listed in Attachment B);
d. Approximate areas applied to (acres);
e. Method of land application;
f. Weather conditions (e.g., sunny, cloudy, raining, etc.);
g. Predominant Soil Mapping Unit (e.g., CbB2);
h. Soil conditions (e.g., dry, wet, frozen, etc.);
i. Type of crop or crops to be grown on field;
j. Nitrogen Application Rate based on RYEs (if using data obtained from the North Carolina State
University Department of Soil Science Website, the printout page shall be kept on file and
reprinted every five years);
k. Volume of residuals land applied in gallons per acre, cubic yard per acre, dry tons per acre, or wet
ton per acre;
1. Volume of animal waste or other nutrient source applied in gallons per acre, dry ton per acre, or
wet tons per acre;
m. Volume of soil amendments (e.g., lime, gypsum, etc.) applied in gallons per acre, dry ton per
acre, or wet tons per acre; and
n. Annual and cumulative totals in dry tons per acre of residuals as well as animal waste and other
sources of nutrients (e.g., if applicable), annual and cumulative pounds per acre of each heavy
metal (e.g., shall include, but shall not be limited to, arsenic, cadmium, copper, lead, mercury,
molybdenum, nickel, selenium, and zinc), annual pounds per acre of PAN, and annual pounds per
acre of phosphorus applied to each field_
12. Three copies of an annual report shall be submitted on or before March In. The annual report shall
meet the requirements described in the Instructions for Residuals -Application Annual Reporting
Forms. Instructions for reporting and annual report forms are available at
ligp-.Hportal.ncdenr.orig/web/wg/aps/lau/reRorting, or can be obtained by contacting the Land
Application Unit directly. The annual report shall be submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
13. Noncompliance Notification
The Permittee shall report by telephone to the Washington Regional Office, telephone number (252)
946-64$1, as sQgn as pos§ible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of any of the following;
a Any occurrence with the land application program resulting in the land application of significant
amounts of wastes that are abnormal in quantity or characteristic.
b. Any failure of the land application program resulting in a release of material to surface waters.
c. Any time self-monitoring indicates the facility has gone out of compliance with its permit
limitations.
WQ0001489 Version 3 0 Shei; Version 140324 Par -e 10 of 1�

d. Any process unit failure, due to known or unknown reasons, rendering the facility incapable of
adequate residual treatment.
e. Any spill or discharge from a vehicle or piping system during residuals transportation.
Any emergency requiring immediate reporting (e.g., discharges to surface waters, imminent failure of
a storage structure, etc.) outside normal business hours shall be reported to the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone].Persons
reporting such occurrences by telephone shall also file a written report in letter form within five days
following first knowledge of the occurrence. This report shall outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
V. INSPECTIONS
1. The Permittee shall provide adequate inspection and maintenance to ensure proper operation of the
subject facilities and shall be in accordance with the approved O&M Plan.
2. Prior to each bulk residuals land application event, the Permittee or his designee shall inspect the
residuals storage, transport and application facilities to prevent malfunctions, facility deterioration
and operator errors resulting in discharges, which may cause the release of wastes to the
environment, a threat to human health or a public nuisance. The Permittee shall maintain an
inspection log that includes, at a minimum, the date and time of inspection, observations made, and
any maintenance, repairs, or corrective actions taken. The Permittee shall maintain this inspection log
for a period of five years from the date of inspection, and this log shall be made available to the
Division upon request.
3. Any duly authorized Division representative may, upon presentation of credentials, enter and inspect
any property, premises or place on or related to the land application sites or facilities permitted herein
at any reasonable time for the purpose of determining compliance with this permit; may inspect or
copy any records required to be maintained under the terms and conditions of this permit; and may
collect groundwater, surface water or leachate samples.
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to
an enforcement action by the Division in accordance with North Carolina General Statutes 143-
215.6A to 143..215.6f:.
2. This permit shall become voidable if the residuals land application events are not carried out in
accordance with the conditions of this permit.
This permit is effective only with respect to the nature and volume of residuals described in the
permit application and other supporting documentation.
4. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances, which may be imposed by other jurisdictional government agencies
(e.g., local, state, and federal). Of particular concern to the Division are applicable river buffer rules
in 15A NCAC 02B .0200; erosion and sedimentation control requirements in 15A NCAC Chapter 4
and under the Division's General Permit NCGOI0000; any requirements pertaining to wetlands under
15A NCAC 02B .0200 and 02H .0500; and documentation of compliance with Article 21 Part 6 of
Chapter 143 of the General Statutes.
WQ0001489 Version 3.0 Shell Version 140324 Page 1 I of 12

5. In the event the residuals program changes ownership or the Permittee changes their name, a formal
permit modification request shall be submitted to the Division. This request shall be made on official
Division forms, and shall include appropriate documentation from the parties involved and other
supporting documentation as necessary. The Permittee of record shall remain fully responsible for
maintaining and operating the residuals program permitted herein until a permit is issued to the new
owner.
6. This permit is subject to revocation or unilateral modification upon 60 days notice from the Division
Director, in whole or part for the requirements listed in 15A NCAC 02T.01 10.
7. Unless the Division Director grants a variance, expansion of the permitted residuals program
contained herein shall not be granted if the Permittee exemplifies any of the criteria in I5A NCAC
02T .0120(b).
8. The Permittee shall pay the annual fee within 30 days after being billed by the Division. Failure to
pay the annual fee accordingly shall be cause for the Division to revoke this permit pursuant to I5A
NCAC 02T.0 I 05(e) (3).
Permit issued this the 16`s day of May 2014
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
om . Reeder, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0001489
WQ0001489 Version 3,0 Shell Version 140324 Page 12 of 12

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