WQ0001489_Renewal Application_20240530

Initial Review
Reviewer nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
Permit Number (IR) * WO0001489
Applicant/Permittee US MCAS Cherry Point
Applicant/Permittee Address Environmental Affairs Department, PSC Box 8006 Cherry Point, NC 28533-0006
Is the owner in BIMS? Yes No Is the facility in BIMS? Yes No
Owner Type
Facility Name
County
Fee Category Major
Is this a complete application?*
Yes No
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if non -application)
Email Notifications
Federal
US MCAS Cherry Point Class B Residuals Program
Craven
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer
Fee Amount
Complete App Date
05/30/2024
$528
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notfication
Comments for Admin
Comments for RO

Comments for Reviewer
Comments for Applicant

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
...................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* Richard Weaver
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
252-466-5917
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:* Wastewater Irrigation High -Rate Infiltration
Other Wastewater Reclaimed Water
Closed -Loop Recycle Residuals
Single -Family Residence Wastewater Other
Irrigation
Permit Number:* WQ0001489
Has Current Existing permit number
Applicant/Permittee* US MCAS Cherry Point
Applicant/Permittee Address* Environmental Affairs Department, PSC Box 8006 Cherry Point, NC 28533-0006
Facility Name* US MCAS Cherry Point Class B Residuals Program
Please provide comments/notes on your current submittal below.
Attached is the permit renewal with modification re -submittal for permit WQ0001489 for the land application of class B residuals. The original
submittal was sent back due to insufficient funds (check not received)
A check for $528 was submitted directly to the address below and put to the attention of Nathaniel Thornburg per his direction via email.
Primary POC for questions should be Richard Weaver, [e-mail], 252-466-5917.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
2024 RLAP Application 5-29-2024 Resubmittal.pdf 11.52MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617

Signature
Submission Date 5/29/2024

UNITED STATES MARINE CORPS
MARINE CORPS AIR STATION
POSTAL SERVICE CENTER BOX 8003
CHERRY POINT, NORTH CAROLINA 28533-0003
IN REPLY REFER TO:
5090/07122
LN
March 29, 2024
North Carolina Department of
Environment Quality
Division of Water Resources
Information Processing Center
1617 Mail Service Center
Raleigh, NC 27699-1617
SUBJECT: 2024 LAND APPLICATION OF RESIDUALS PERMIT
RENEWAL/MODIFICATION WQ0001489
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
September 30, 2024.
The 24.0 acres encompassing Field 5, and the 8.10 acres encompassing Field 6 are to be deleted
from the available total acreage as indicated in Table I of the Land Application Site Certification
(LASC) form due to a high-water table making the fields unusable. MCAS Cherry Point requests
the activation of Field 8 with an available acreage of 64.44 ac, and the activation of Field 10 with
available acreage of 109.6 ac. The requested acreage to be certified for this renewal/modification is
302.68 acres.
MCAS Cherry Point is currently permitted to use Monitoring Wells (MW) MW-1, MW-2,
MW-3, MW-5, MW-6, and MW-7. The de -activation of MW-1, MW-2, and MW-3 are requested
for this permitting cycle due to the removal of Fields 5 and 6. We request the activation of the
existing monitoring wells (MW-8 through MW-13) to increase ground water monitoring
compliance. We request approval prior to installation of MW-4, MW-6, MW-7, MW-14, MW-15,
MW-16, and MW-17 to support the activation of Fields 8 and 10.
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. No residuals
from these sources where generated, therefore no analysis was required. 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.

A check for $528 is included in the renewal/modification package to cover the application
fee. For additional information, please do not hesitate to contact Mr. Richard Weaver of the
Environmental Affairs Department at [phone].
Sincerely,
K �J* Ce
ANTH Y A. FERENCE
Depu acilities Director
By direction of
the Commanding Officer
Enclosure: 2024 Permit Renewal/Modification Package

2024 LAND APPLICATION OF RESIDUALS PERMIT RENEWAL/MODIFICATION
PACKAGE
1. RLAP 06-16
a. Check for application fee
b. Maps for Field #8 and Field #10
2. LASC 06-16
a. Approximate Center of Application Fields
b. Vicinity Map
c. 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 (BT-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
supporting documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permitting Unit
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 I. 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 .0106(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 least 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'
Major (land are permitted for > 300 acres) $1,310 �— S3°51$528
Minor (land are permitted for < 300 acres) I $810 $245
1 - 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 (Maybe 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. 1110 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
.110202). 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.
❑ Please 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 11" 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. 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.
J. Hydrogeologic Report (All New Application Packages or Modifications involving increasing the total design capacity)
❑ Submit a detailed hydrogeologic evaluation in accordance with 15A NCAC 02T .1104(d)(,!l and current Division Policy
available at: htv://www.ncwater.org/Rules Policies and Reeulations/. The document shall be signed, sealed and dated by a
qualified professional.
K. 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.
L. 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 .1104 d 5 and current Division Policy
available at: http://www.ncwater.org/Rules Policies and Reszulations/.
M. 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., GIS, 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
A NCAC 02L .0107(l), 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 Deliverv:
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
DWR
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .1100 — RESIDUALS LAND APPLICATION PROGRAM
FORM: RLAP 06-16
I. APPLICANT INFORMATION:
1. Applicant's name: US MCAS Cherry Point
Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
0 Federal ❑ State ❑ Municipal ❑ County
Signature authority's name per 15A NCAC 02T .0106.: Anthonv A. Ference Title: Deputy Facilities Director
Applicant's mailing address: USMC Cherry Point. Environmental Affairs Deoartment. PSC Box 8006
City: Cherry Point State: NC Zip:28533-0006
Telephone number: [phone] Email Address: anthonv.ference0usmc.mil
2. Consultant's name: Matthew T. Halev License Number (for P.E.): 038615
Affiliation: ❑ On Staff ® Retained (Firm: Cane Fear Eneineerine)
Consultant's mailing address: 151 Poole Rd
City: Leland State: NC Zip: 2845 1 -
Telephone number: 910 383-1044 Email Address: matt.halevdiucanefeareneineerin, .com
3. Agronomist's name:
Affiliation: ® N/A ❑ On Staff
Agronomist's mailing address: _
City: State:
Telephone number: (_) _ _
4. Soil Scientist's name:
Affiliation: ® N/A ❑ On Staff
License Number:
❑ Retained (Firm: )
Zip: _-
Email Address:
License Number:
❑ Retained (Firm: �)
Soil Scientist's mailing address:
City: State: Zip: -
Telephone number: (_) = Email Address:
5. Fee submitted: 395 (See Instruction B)
lI. PERMIT INFORMATION:
1. Application is for (check all that apply): ❑ new, ® modified, ® renewed permit
2. If this application is being submitted to renew or modify an existing permit, provide the following:
Permit number: W00001489
Date of most -recently issued permit: 5/30/2019
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 1 of 5

III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Residuals Processing Facility's physical address: B4376 Roosevelt Blvd
City: Cherry Point State: NC Zip: 28533-0006
Coordinates: Latitude: 340 58' 49" Longitude: 76° 25' 48"
Datum: NAD 83 Level of accuracy: 1 cm
Method of measurement: Real Time Kinematics
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 Jeff Clayton MCAS Cherry Point 1011846
Back -Up ORC Jacob Herschel France MCAS Charry Point 1002032
Additional Back -Up
ORCs
(if applicable)
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: 500 dry tons per year.
PAN Pounds of PAN per Dry Ton Pounds of PAN per Year
(Weighted Average)
Surface Incorporation Surface Incorporation
or Injection or Injection
First -Year 68.70 34,647
Five -Year Maximum Adjusted 104.04 52,470
b. Land Application Site Use Summarv: Summarize information regarding the land application sites as currently certified and
proposed for certification with this application:
Category
Use
Acres
Crops
Forest or Plantation
I
Row Crops
Hay
Pasture
302.68
Total:
302.68
Methods
Surface
302.68
Incorporation or Injection
_
Total:
302.68
Comments I
Fescue around runway clear zones
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
Acres Required Using
Acres Required Using
Application Rate
First -Year PAN Concentrations
Five -Year Maximum Adjusted PAN
(lbs PAN/ac yr)
Concentrations
Surface
Incorporation or
Surface Incorporation or
Injection
Injection
50
693
1049
100
346
525
150
231
350
200
173
262
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.): N/A
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.
!w
Residuals Source
Certification
V. LAND APPLICATION SITE INFORMATION: (Required for all new, renewed, or modified land 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 .05050) requires at least one -foot vertical separation between SHWT 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:
Recommended Recommended
Soil Series Fields within Soil Area Loading Rate Loading Rate
(in/hr) (in/vr)
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 Number of Maximum Application Design Annual Loading
(ft2) Nozzles Rate (gallons/hr) Rate (gallons/yr)
I
Total
Spray Irrigation Design Element
Plan Sheet Specification
Number Page Number
Wetted diameter of nozzles
ft
Wetted area of nozzles
ft,
Nozzle capacity
gpm li
Nozzle manufacturer / 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, Anthonv A. Ference (bv direction of the Commanding Officer)
(Signature Authority's Name — PLEASE PRINT)
attest that this application for US MCAS Cherry Point
(Facility Name)
Deputy Facilities Director
(Title)
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 § 143-215.6I3, 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: dip
Date: .2 Z dZy
FORM: RLAP 06-16 Page 5 of 5

Cherokee Strategic Solutions, LLC
116037-181
Voucher No. Invoice Number Invoice Date Invoice Amount Discount Taken Net Amount Paid
404946 WQ0001489 05/16/2024 528.00 $.00 $528.00
Subtotals
Totals
Cherokee Strategic Solutions, LLC
P.O. Box 691270
TULSA, OK 74169-1270
918-986-8793
PAY Five Hundred Twenty Eight And 00/100 Dollars
To The
Order Of NORTH CAROLINA DEPARTMENT
Memo:
Cherokee Strategic Solutions, LLC
P.O. Box 691270
TULSA, OK 74169-1270
918-986-8793
NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL QUALITY
ATTN: NATHANIAL D THORNBURG
1617 MAIL SERVICE CENTER
RALEIGH, NC 27669-1617
$.00 $528.00
$.00 $528.00
Bank of America, NA
000045950
061112788
DATE I I CONTROL NO. I I AMOUNT
05/22/2024 11000045950 I I $528.00

2
C
VICINITY MAP - MCAS CHERRY POINT, N.C.
INDEX OF DRAWINGS
J
p
GENERAL
'
SHEET NAME
NAVFAC DRAWING NO.
PAGE
SHEET DESCRIPTION
G-001
12892047
1
COVER SHEET AND INDEX
G-002
12892048
2
GENERAL NOTES
—
1—�
CIVIL
SHEET NAME
NAVFAC DRAWING NO.
PAGE
SHEET DESCRIPTION
C-001
12892049
3
CIVIL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS
C-0
12892050
4
OVERALL CIVIL EXISTING CONDITIONS PLAN - FIELD #8
C-1
12892051
5
CIVIL ENLARGED PLAN -1 - FIELD #8
C-2
12892052
8
CIVIL ENLARGED PLAN - 2 - FIELD #8
C3
12892053
7
CIVIL ENLARGED PLAN - 3 - FIELD #8
B
C-10
12892054
8
OVERALL CIVIL EXISTING CONDITIONS PLAN - FIELD #10
C-11
12892055
9
CIVIL ENLARGED PLAN -1 - FIELD #10
C-12
12892056
10
CIVIL ENLARGED PLAN - 2 - FIELD #10
C-13
12892057
11
CIVIL ENLARGED PLAN - 3 - FIELD #10
C-14
12892058
12
CIVIL ENLARGED PLAN -4 - FIELD #10
C-600
12892059
13
CIVIL DETAILS
0
2
3
4
EVALUATE LAND APPLICATION FIELDS F
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GENERAL DESIGN AND CONSTRUCTION NOTES:
1. ANY REFERENCES TO STATE GOVERNMENT, FEDERAL GOVERNMENT, OR INDUSTRY
STANDARDS OR SPECIFICATION MADE HEREIN SHALL FORM A PART OF THE WORK TO THE
EXTENT REFERENCED THERETO AND ALL MATERIALS AND WORKMANSHIP UNDER THIS
CONTRACT SHALL COMPLY WITH OR EXCEED THESE STANDARDS AND REFERENCE. ALL
REFERENCED STANDARDS SHALL BE THE LATEST EDITION.
2: ALL MANUFACTURED EQUIPMENT AND PRODUCTS SHALL BE NEW MATERIALS IN UNDAMAGED
CONDITION AND INSTALLED AS PER MANUFACTURER'S LATEST PRINTED INSTRUCTIONS,
UNLESS SPECIFIED OTHERWISE HEREIN.
3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING FACILITIES d EQUIPMENT
FROM DAMAGE DURING INSTALLATION OF THE WORK AND DURING TESTING OPERATIONS.
4. CONTRACTOR SHALL TAKE INTO ACCOUNT THE SPECIAL TREATMENT OF ANY HAZARDOUS
WASTE, AS WELL AS THE RELATED ENVIRONMENTAL IMPLICATIONS. COORDINATE WITH
CONTRACTING OFFICER REGARDING AVAILABLE TEST REPORTS ON ANY EXISTING
CONDITIONS.
5. EVERY EFFORT SHALL BE MADE TO RECYCLE ELIGIBLE MATERIALS, AND THOSE NOT SUITABLE,
SHALL BE DISPOSED OF OFF BASE IN ACCORDANCE WITH THE REQUIREMENTS OF THE
(NCDEO) NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY. CONTRACTOR IS
RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OF ALL CONSTRUCTION AND DEMOLITION
WASTE OFF OF GOVERNMENT PROPERTY IN ACCORDANCE WITH FEDERAL, STATE, MCAS
CHERRY POINT AND LOCAL REQUIREMENTS INCLUDING BUT NOT LIMITED TO 40 CFR 241, 40
CFR 243. & 40 CFR 258.
S. ENSURE THAT ANY DEMOLITION, UTILITY CUT AND CAPPING, AND DEBRIS REMOVAL SERVICE
PERFORMED AT THE BASE IS COMPLETED IN SUCH A MANNER THAT WILL RESTORE A NEAT
AND PROFESSIONAL APPEARANCE OF BASE AREAS.
7. THE FACILITY/AREA SHALL BE CLEANED IN ITS ENTIRETY, INCLUDING EXTERIOR AREAS,
BEFORE BEING RETURNED TO THE GOVERNMENT
WARRANTY:
1. CONTRACTOR SHALL FURNISH A MINIMUM ONE YEAR WARRANTY AGAINST DEFECTS IN
MATERIAL AND WORKMANSHIP STARTING ON THE BENEFICIAL OCCUPANCY DATE.
GENERAL INFORMATION:
1. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT, TOOLS, SUPPLIES, EQUIPMENT, LABOR,
AND APPLICABLE LICENSES AND PERMITS NECESSARY TO COMPLETE THE PROJECT. ALL
WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CONTRACTING DOCUMENTS, THE
STATEMENT OF WORK (SOW) AND SUBJECT TO THE TERMS AND CONDITIONS OF THE
CONTRACT AND IN ACCORDANCE WITH (UFC) UNITED FACILITIES CRITERIA. UNIFIED FACILITIES
GUIDE SPECIFICATIONS (UFGS), THE INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL
PLUMBING CODE (IPC), NATIONAL ELECTRICAL CODE (NEC), NATIONAL ELECTRICAL SAFETY
CODE (NESC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), EPA 402-K-01-001 (2008),
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT), NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEO), BASE DESIGN AND CONSTRUCTION
STANDARDS INCLUDING BASE EXTERIOR ARCHITECTURAL PLAN (REAP), AND ALL OTHER
APPLICABLE CODES.
WORKING CONDITIONS:
1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THAT OPERATIONS ARE
CONDUCTED IN A MANNER AS TO MINIMALLY INTERFERE WITH THE NORMAL OPERATIONS OF
THE BASE AND THE SAFETY AND CONVENIENCE OF BASE PERSONNEL THE CONTRACTOR
SHALL COORDINATE UTILITY OUTAGES WITH THE APPROPRIATE BASE UTILITY SERVICE OFFICE
AND THE USER.
GENERAL PROJECT NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, QUANTITIES AND SQUARE
FOOTAGES. ALL DIMENSIONS, QUANTITIES AND SQUARE FOOTAGES INCLUDED ARE
APPROXIMATIONS. CONSTRUCTION AND DEMOLITION SHALL BE IN STRICT ACCORDANCE WITH
THE BASE DESIGN AND CONSTRUCTION STANDARDS. THE INFORMATION PROVIDED IN THE
STATEMENT OF WORK (SOW), THE PROVIDED DRAWINGS, AND THE REQUIREMENTS OF THE
BASE DESIGN AND CONSTRUCTION STANDARDS SHALL BE DETERMINED TO BE THE MINIMUM
STANDARDS REQUIRED IN THIS PROJECT.
2. THE CONTRACTOR SHALL VIDEO ALL AREAS IN WHICH WORK SHALL OCCUR PRIOR TO
STARTING WORK TO INCLUDE INTERIOR AND EXTERIOR JOB SITE AND SURROUNDING AREA
UFC'S TAKE PRECEDENCE OVER ALL STANDARDS, CODES AND BASE DESIGN STANDARDS AND
REQUIREMENTS THAT PERTAIN TO THE WORK WITHIN THIS SOW.
3. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING
STRUCTURES, ETC, THAT WILL NOT BE REPLACED AS PART OF THIS CONTRACT. CONTRACTOR
SHALL BE RESPONSIBLE FOR THE TEMPORARY SUPPORT OF ALL DEVICES AS REQUIRED TO
PERFORM WORK ANY DEMOLITION WORK THAT NEEDS TO BE ACCOMPLISHED TO COMPLETE
THE CONTRACT IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIAL SHALL BE
INSTALLED PER MANUFACTURERS' RECOMMENDATIONS. ALL ITEMS LISTED IN THE SOW ARE
TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
4. A PRE -CONSTRUCTION MEETING WILL BE HELD AT THE BASE TO INCLUDE THE CONTRACTOR
AND GOVERNMENT REPRESENTATIVES. THE GOVERNMENT SHALL SET UP THIS MEETING WITH
THE CONTRACTOR AND GOVERNMENT REPRESENTATIVES, TO DISCUSS ALL PERTINENT
PROJECT REQUIREMENTS, AS WELL AS ANY OTHER CONSTRUCTION ISSUES THE
CONTRACTOR MAY HAVE,
WHERE FINISHES ARE PART OF THE PROJECT SCOPE, ALL FINISHES
SHALL BE PRESENTED TO THE CONTRACTING OFFICER AS ONE SUBMITTAL FOR SELECTION
AND APPROVAL PRIOR TO INSTALLATION. ALL MATERIAL THAT COULD BE DISCONTINUED
SHALL BE O"ITE, PRIOR TO STARTING PROJECT SO THERE WILL BE NO DIFFERENCE IN
COLOR OR PATTERN.
5. WHERE SPECIFIC PART NUMBERS OR MANUFACTURERS ARE REFERENCED, IT SHALL BE
UNDERSTOOD THAT THE CONTRACTOR MAY SUBMIT A PROPOSED EQUAL FOR
CONSIDERATION.
S. THE TERM "SHALL" WHERE USED IS EQUIVALENT TO "MUST'. ALL WORK AND MATERIALS
NOTED ARE NEW UNLESS NOTED OTHERWISE
7. THE TERM "INSTALL' WHERE USED IS EQUIVALENT TO "PROVIDE", (FURNISH AND INSTALL
COMPLETE).
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5 UNCULSSIFIEDHFOR OFFICIAL USE ONLY
CIVIL GENERAL NOTES:
1. REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS. BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND PLANS
TO THE ATTENTION OF THE CONTRACTING OFFICER AND/OR ENGINEER FOR RESOLUTION. ALL MATERIALS AND WORKMANSHIP
MUST CONFORM TO THE PROJECT SPECIFICATIONS.
2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. LOCATION, VERIFICATION, SUPPORT
AND PROTECTION OF ALL ABOVE GROUND AND UNDERGROUND UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT
INDICATED ON CONTRACT DRAWINGS IS REQUIRED. ANY CONFLICTS OR DISCREPANCIES MUST BE BROUGHT TO THE
CONTRACTING OFFICER'S AND/OR ENGINEER'S ATTENTION IMMEDIATELY. CAPE FEAR ENGINEERING HAS NOT PHYSICALLY
LOCATED ANY UNDERGROUND UTILITIES.
3. PRIOR TO ANY EXCAVATION, CONTRACTOR MUST HAVE THE EXISTING UNDERGROUND LINES MARKED ON THE GROUND SURFACE
IN THE AREAS OF CONSTRUCTION. POTHOLE AND PHYSICALLY VERIFY DEPTH AND LOCATION OF ALL UTILITY LINES IN THE WORK
D AREA THAT REQUIRE COORDINATION WITH WORK ITEMS. POTHOLE VERIFICATION MUST BE DONE WELL IN ADVANCE OF ACTUAL
WORK SO THAT POTENTIAL UTILITY CONFLICTS CAN BE VERIFIED AND RESOLVED WITHOUT CAUSING SCHEDULE DELAYS.
4. PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT, UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE
DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE CONTRACTOR MUST BE RESTORED BY
THE CONTRACTOR TO THEIR PRE -CONSTRUCTION CONDITION OR BETTER AT NO ADDITIONAL EXPENSE TO THE OWNER.
S. MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND
CONSTRUCTION STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE
CONTRACTOR MUST BE REPLACED AT THE CONTRACTOR'S EXPENSE.
6. WORK PERFORMED UNDER THIS CONTRACT MUST NOT IMPACT THE OPERATION OF ANY ADJACENT PROPERTIES UNLESS A
UTILITY OUTAGE HAS BEEN APPROVED IN ADVANCE
7. SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY SERVICES, INCLUDING FIRE HYDRANTS, REMAIN OPERATIONAL
DURING CONSTRUCTION.
8. RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK TO THEIR PRE -CONSTRUCTION CONDITION OR BETTER.
VEGETATE ALL DISTURBED AREAS IN ACCORDANCE LATH THE PROJECT SPECIFICATIONS.
9. TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT EXISTING PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED
CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT IS BEING MOVED. REPAIR ANY PAVED AREAS
DAMAGED DURING CONSTRUCTION TO THEIR PRE -CONSTRUCTION CONDITION OR BETTER.
10. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE MUST BE KEPT CLEAN AT ALL TIMES. DO NOT ALLOW BUILD
UP OF SOIL, MUD, DUST OR OTHER DEBRIS.
11. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE THE WORK.
12. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR REFERENCE ONLY. CONTRACTOR MUST VERIFY ALL
MATERIAL QUANTITIES SHOWN.
13. KEEP REDLINE MARK-UPS OF ANY CHANGES MADE FROM THE APPROVED PLAN AND PROVIDE COPY OF'REDUNES TO ENGINEER
CUPON PROJECT COMPLETION.
EXISTING CONDITION NOTES:
1. SEE SHEETS CA AND C-10 FOR EXISTING CONDITIONS AND SURVEY INFORMATION.
OFFSITE BORROW AREA NOTES
1. CONTRACTOR IS RESPONSIBLE FOR ENSURING OFFSITE BORROW AREA HAS AN APPROVED EROSION CONTROL PERMIT AND
APPROPRIATE MEASURES IN PLACE PRIOR TO LAND DISTURBING ACTIVITY.
Z. NO BORROW MATERIALS ARE AVAILABLE ON GOVERNMENT PROPERTY.
DEMOLITION PLAN NOTES:
1. LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION AND / OR RELOCATION WORK. SPECIFICALLY TAKE EXTRA
CAUTIONARY MEASURES TO PREVENT DISRUPTION OF ANY TELECOM FIBER IN THE PROJECT AREA. ONCE LOCATED IN THE FIELD,
POSITIVE VERIFICATION BY POTHOLING IS REQUIRED. REPORT ANY CONFLICTS OR DISCREPANCIES TO ENGINEER.
2. LIMITS OF DEMOLITION AND DIMENSIONS ARE SHOWN FOR GENERAL REFERENCE. CONTRACTOR MUST BE RESPONSIBLE FOR
REMOVAL OF ALL ITEMS, INCLUDING ALL EXCAVATED MATERIALS NECESSARY TO COMPLETE WORK WITHIN THIS CONTRACT.
3. WHERE ASPHALT/CONCRETE DEMOLITION IS REQUIRED, USE A SAW CUT AT THE LIMITS OF DEMOLITION OR NEAREST JOINT TO
OBTAIN A CLEAN VERTICAL EDGE.
4. DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 60' FROM
STORMDRAINS OR STREAMS.
S. REPORT ANY UNSUITABLE SOILS, CONTAMINATED SOILS, AND BURIED CONCRETE AND DEBRIS TO THE CONTRACTING OFFICER.
6. UNDERGROUND UTILITIES SHOWN ON THE DEMOLITION PLANS MAY EXTEND FURTHER THAN SHOWN. CONTRACTOR IS
RESPONSIBLE FOR COMPLETE REMOVAL OF UTILITIES WITHIN THE ENTIRE PROJECT SITE UNLESS OTHERWISE NOTED.
BSTORMWATER AND GRADING NOTES:
1. NO INSTALLATION OF IMPERVIOUS SURFACES IN EXCESS OF 10.000 SF SHALL BE DONE PRIOR TO OBTAINING APPROVAL FROM
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEO). THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ANY
DESIGN CHANGES REQUIRED BY NCDEQ ARE INCORPORATED INTO THE CONSTRUCTION DOCUMENTS.
2. ALL CUT OR FILL SLOPES MUST BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
3. DURING CONSTRUCTION. PERFORM GRADING IN A MANNER AND SEQUENCE THAT WALL PROVIDE PROPER DRAINAGE AT ALL
TIMES.
4. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
5. FOR ALL NEW BUILDINGS, PROVIDE A MINIMUM 5% SLOPE AWAY FROM THE BUILDING FOR THE FIRST 10-FEET AND ASSURE THAT
FINISHED FLOOR ELEVATIONS ARE A MINIMUM OF S-INCHES ABOVE THE ADJACENT SITE GRADE IN NON -PAVED AREAS.
6. ALL STORM PIPE MUST BE CLASS III REINFORCED CONCRETE PIPE (RCP), UNLESS OTHERWISE NOTED ON THE PLANS.
7. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION, ALL NEW PIPES AND EXISTING PIPES IMPACTED BY
CONSTRUCTION MUST BE CLEANED TO REMOVE ALL ACCUMULATED SILT, SEDIMENT AND DEBRIS.
8. ALL STORM PIPE ENTERING STRUCTURES (NEW AND EXISTING) MUST BE CUT FLUSH TO INSIDE OF THE BOX AND GROUTED TO
ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT, MAXIMUM PROTRUSION MUST BE 8 INCHES.
9. ALL STORMWATER STRUCTURES IN PAVED AREAS MUST BE FLUSH WITH PAVEMENT AND BE HEAVY -DUN TRAFFIC RATED.
EROSION CONTRC •L NOTES:
1. TOTAL DISTURBED AREA IS LESS THAN 1.0 ACRE. A LAND DISTURBANCE PERMIT IS NOT REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN ACCORDANCE WITH THE NORTH CAROLINA SEDIMENTATION AND
EROSION CONTROL DESIGN MANUAL (LATEST EDITION).
A 3. DIMENSIONS AND GRADES SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.
NOTIFY THE ENGINEER IN WRITING IF DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY
PLAN OR GRADE CHANGES.
4. PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE AT ALL TIMES.
5. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION AS THE RESULT OF INCREASED RUNOFF OR SEDIMENT
DISPLACEMENT, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND PREVENT DAMAGE TO ADJACENT
PROPERTIES.
8. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND
SHALL BE CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY RAINFALL EVENT.
2
BE IUENCE OF LAND DISTURBANCE:
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE BEGINNING OF WORK.
2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
3. INSTALL TEMPORARY SILT FENCE AND SILT FENCE ROCK OUTLETS.
4. PROVIDE TEMPORARY INLET PROTECTION AT EXISTING INLETS/ PIPES.
5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1.0. OR
GREATER).
6. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, IN ALL AREAS THAT ARE TO BE LEFT IDLE FOR MORE THAN
14 DAYS.
7. PERMANENT GRASS MUST BE INSTALLED PER PROJECT SPECIFICATIONS FOR ALL AREAS AT FINAL GRADE AND IN SEASON.
FERTILIZE, WATER AND REPLACE TO ESTABLISH A VIGOROUS STAND OF GRASS. TEMPORARY IRRIGATION MAY BE REQUIRED
UNTIL GRASS IS FULLY ESTABLISHED.
8. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM SILT FENCE
AND OTHER EROSION CONTROL MEASURES. GRASS THESE AREAS IMMEDIATELY AND REMOVE ALL EROSION CONTROL
MEASURES.
9. CONTRACTOR IS RESPONSIBLE FOR SPREADING EXCAVATED SPOILS ON SITE AND GRADE WITH SMOOTH TRANSITIONS TO MATCH
EXISTING GRADE. CONTRACTOR TO MAINTAIN POSITIVE DRAINAGE AT ALL AREAS. ALL IN ACCORDANCE WITH ALL LOCAL, STATE,
AND FEDERAL REGULATIONS.
LEGEND
SYMBOL LEGEND:
IDENTIFICATION
DESCRIPTION
EXISTING
DETAIL ///,,NUMBER
SURVEYOR BENCHMARK
A
REFERENCE SHEET 0FOR
moo secrlowoErA1L
TREE/ VEGETATION LINE
CONCRETE FLUME
SECTION IDENTIFICATION
STORMDRAIN PIPE
e
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FORCEMAIN
1,
SHEETS FOR
SECTIOWDETAIL
COMMUNICATION LINE
VIEW TITLE PLAN
WATER LINE
NORTH
WATER LINE (FIRE)
VIEW TITLE
RAILROAD TRACKS
1 j } } { } { t 1 r { }
1•-29
CHAINLINK FENCE
SCALE
SILT FENCE
TOP OF BANK
o
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TOE OF BANK
DETAIL TITLE
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NOT TO SCALE
QCONTOURS
CONTOURS (MINOR)
sCALE
- IDENTIFICATION
EXISTING SPOT ELEV
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SURFACE WATER
J u u
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3
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A/C AIR CONDITIONER
ATFP ANTI TERRORISM FORCE PROTECTION
BFF BELOW FINISHED FLOOR
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICE
BW BARBED WIRE
CSG CURB AND GUTTER
CB CATCH BASIN
CC CONCRETE CURB
CI CURB DROP INLET
CJ CONTRACTION JOINT
CL CENTERLINE
CLF CHAIN LINK FENCE
CMH COMMUNICATION MANHOLE
CONC CONCRETE
DB DESIGNBUILD
DCJ DOWELED CONSTRUCTION JOINT
DI DROP INLET
DPW DEPARTMENT OF PUBLIC WORKS
DUMP DUMPSTER
E EAST
EHH ELECTRICAL HANDHOLE
EG EXISTING GAS
EJ EXPANSION JOINT
ELEC ELECTRIC
EMH ELECTRICAL MANHOLE
EL ELEVATION
FDC FIRE DEPARTMENT CONNECTION
FES FLARED END SECTION
FFE FINISH FLOOR ELEVATION
FL FLOWLINE
OFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED
HW HEAD WALL
IE INVERT ELEVATION
LP LIGHT POLE
LSA LANDSCAPE STONE
MAT MATERIAL
MH MANHOLE
.MOF METAL ORNAMENTAL FENCE
MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
N NORTH
NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
NCDOT NORTH CAROLINA DIVISION OF TRANSPORTATION
NE NORTHEAST
NIC NOT IN CONTRACT
NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION
NW NORTHWEST
PNG PIEDMONT NATURAL GAS
PP POWER POLE
PT PHYSICAL TRAINING
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
S SOUTH
SCM STORMWATER CONTROL MEASURE
SDMH STORM DRAIN MANHOLE
SE SOUTHEAST
SEP SEPARATION
SMH SANITARY SEWER MANHOLE
STA STATION
STY STORY
SW SOUTHWEST
TC TOP OF CURB
TO TRENCH DRAIN
TE THICKENED EDGE
TEJ THICKENED EDGE EXPANSION JOINT
THH TELECOMMUNICATION HANDHOLE
TMH TELECOMMUNICATION MANHOLE
TRANS TRANSFORMER
TSB TEMPORARY SEDIMENT BASIN
TYP TYPICAL
UG UNDERGROUND
UNK UNKNOWN
W WEST
WBW WITH BARBED WIRE
YW WATER VALVE
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8.1 t9.78
' 8.2 35.76•1
8.3 35.54 1
8.4 110.73
8.5 34.25
8.6 x10.33
auu1CA prraa
6.7 t7.1s ``` aO A)\ R....,�
8.8 36.05 �•`C��t�OFE,- -1
3 �3s c
8.9 t4.85 038615
TOTAL 264.44 .' C
7
pp40uullpp�lp"` SF/t
SURVEY NOTES
1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE FEAR ENGINEERING
IN SEPTEMBER 2023. r p
2. SURVEY CONTROL DATA ESTABLISHED, UTILIZING NORTH CAROLINA M1• ��
VIRTUAL REFERENCE STATION (VRS) SYSTEM. pe�xnar iro p.re Nc ws+ pill
3. HORIZONTAL DATUM IS NAD'83 AND ELEVATIONS ARE BASED ON NAVD'88 cN c.1
(2011) VERTICAL DATUM.
4. CONTROL POINTS:+
500 503
N: 431798.31' N: 432982.93'
E:2639303.06' E: 2642095.77" xip�n
ELEV: 16.7r ELEV: 12.52'
501 504
N: 433975.58' N: 43071425'
E: 2641452.19' E:2640341.60' .[ WEB ID-WkU CNN IAIH
ELEV: 16.9T ELEV:10.3V -/D-
umwm
502 W5 MF
N: 434355.891 N: 432148.72'
E: 2642518.45' E: 2640695.13'
ELEV: 13.5T ELEV: 17.92' B
7
S. WETLANDS SHOWN FOR MCAS CHERRY POINT G.I.S. INFORMATION. ' Lu
cf)
U =
OD
�� ZO
o > „. 9
! d Z
a �w IL
3
U Q o O _
Z H O
Lu V c�i
J
Z d Z
W � Q N
U U
LLJ
o Q
z z3 o q
NNW
V�
PLAN
D»o.
/\N0�j■■RAT\/H\J�7 7256684
W HIK.0 L2 XD.
�28 OF 3
vcc or 3
FINAL - 02-19-2024 C-0
4 5
IINfJAC41F1F11//FAR Amrm IICF ANIY

1 1 2
D i E07 I . /mm""7 r I, ✓s .� a✓ 1
/I
r
' USABLE AREA 8.1 ' -
t9.78 ACRES
f J
� r
Jf
f
7 CONTROL POINT: 500 )
LI /
� I 1 f r
1s1
MATCHLINE A
r15
/ / A
I
14
I
• y/ ��j�` ^ CONCRETE • -
FLUMES
`MW15 *Q� c
INV
• _ C
✓ CONCRETE' .
FLUME•'• •'•' _•
/ - USABLE AREA 8.9
i/ '�• c t4.85ACRES
!l Ib
CONCRETE
FLUMES15
•S - - -
- 4
MW14 •, CONTROL POINT: 504 j �+
S f
Y f
. . . . Z /+
CIVIL ENLARGED PLAN - 1 - FIELD #8
1•=100'
3 I 4 5 UNCLk%IFlED//FOR OMCIk USE ONLY
W--NLRAL SHtt I NU I ES
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND
ABBREVIATIONS.
2. PROTECT ALL EXISTING MONITORING WELLS. REPORT ANY DAMAGE TO
ROICC AND REPAIR DAMAGE.
L 4,QNT1iQL POINT 505
0
_-- AIRFIELD/
RUNWAY
EQUIPMENT04
' +
I r
USABLE AREA 8.8
J
%
t6.05 ACRES
J
Gfif10 TYP
/+/
+
/+/
1 �+ ? S
! / + 100
f +/��s is
AREA NOT SURVEYED
-
ftn
n
off P '1'. mnmF�V>,J,
PLAN
NORTH
n 50' tar 2W '+00' T
BOUNDARY LIIjjNET�YPEjLEGEND
-DF' M3,X 1S-iLX
UNUSABLE AREA
SPRAY APPLICATION AREA
REVIEW BOUNDARY (+125' FROM
SPRAY APPLICATION AREAS)
COMPLIANCE BOUNDARY (+250'
FROM SPRAY APPLICATION AREAS)
SPRAY APPLICATION AREA - FIELD #8
SUB -FIELD
ACRES
8.1
t9.78
8.2
35.76
8.3
35.54
8A
t10.73
J8.5
34.25
8.6
t10.33
8.7
t7.15
8.8
36.05
8.9
34.85
TOTAL
t64.44
SHEET KEYNOTES
1. OVERALL FIELD/ COMPLIANCE BOUNDARY (TOTAL 3125 ACRES)
2. UNUSABLE AREA PER PERMIT CONDITIONS
3. SPRAY APPLICATION AREA
4. NEW MONITORING WELL
5. PERMANENT SURVEY MONUMENT
6. PERMANENT GRAVEL ENTRANCE
7. HIGH SECURITY CHAIN LINK 12' DOUBLE SWING GATE
`�p"1w� nuuquoi
CARO(y
�pfESS/p q�''•
�311
038615 e
I
Ei
i
It
C-m w F- ! 9
w«xN�mn U
O
xmaln --
wR ca°wau xwc B
�rc
z
s�imciDrc ro otrz �
OE;1" ID-Wtd M MIn
w
F�
B
CLOU
�o
f�zp
3
_ C ; Cn 00
IFP1 _H=1N=3 A .C-3 I} Z
MA7C HLIN'
dory .
G-1T
A_
c'
0
= LL
Z
1-)0
LL
_
I♦ MATC 1LPNE 8
I,
W
1=-
z
5
V
za
C9
LU
Qa
g
L
u
i=
Z
W
L
ag
>
U
Lai
a' UJ
Z
z A
� Q
Iw
IA
rK
PLAN sue:
NORTH EPROIECF q:
KEYPLAN"T'.
«
2 �7256684 ,• = low 500' low2000, H,wr.�D Dnnrnxc ra.
12892051
SHEEP 05 OF 13
FINAL - 02-19-2024 C-1
5 '�"° IIIOI 0
IINfJACCIFIFB//FOR nmew IIqF nNIY

AREA NOT SURVEYED J
• . • WETLANDS J
J
ui
JJ /
- / 120
,f
7
140
/ f 5
B/ + C500 TYP
! s+
P / ;
x + USABLE AREA 8.2
125' i' t5.76 ACRES
JCIVIL ENLARGED PLAN - 2 - FIELD #8
1-=100'
2
MATCHLINE B
. ...... 1-Z
............ .
.......... .
/ o % +/
+ G f
USABLE AREA 8.3
t5.54 ACRES
hwbzm
ME
6
3 I ^ 5 UKLMSIRED//FOR OFFM USE ONLY
`t GENEKAL SHEEI NUILS
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND
ABBREVIATIONS.
2. PROTECT ALL EXISTING MONITORING WELLS. REPORT ANY DAMAGE TO Lu
ROICC AND REPAIR DAMAGE. 3
USABLE AREA 8.6
t10.33 ACRES
USABLE AREA 8.7
t7.15 ACRES
dimb
ME
it
3
BOUNDARY LINETYPE LEGEND
Zb.7LX �C1L2F X 3S.3Lx i�3L.ic UNUSABLE AREA
SPRAY APPLICATION AREA
J / REVIEW BOUNDARY(-126 FROM
ARE
j I SPRAY APPLICATION AREAS)
COMPLIANCE BOUNDARY (+250'
% 1 . . r FROM SPRAY APPLICATION AREAS)
s
rr SPRAY APPLICATION AREA- FIELD #8
'I 4 SUB -FIELD ACRES
8.1 39.78
{
8.2 a5.76
/ 8.3 35.54
8A ±10.73
8.5 t4.25
8.6 310.33
8.7 27.15
+ 8.8 t6.05
+/ 8.9 t4.85
TOTAL ±64.44
+/ J SHEET KEYNOTES
1. OVERALL FIELD/ COMPLIANCE BOUNDARY (TOTAL 1125 ACRES)
'; • • 2. UNUSABLE AREA PER PERMIT CONDITIONS
i
/ 3. SPRAY APPLICATION AREA
4. NEW MONITORING WELL
f1 ! S. PERMANENT SURVEY MONUMENT
6, PERMANENT GRAVEL ENTRANCE
'CONTROL POINT: 503 7, HIGH SECURITY CHAIN LINK 12' DOUBLE SWING GATE
FBI
i
y, CARP''.
31251
SEAL
038615
C--WF-
Lu
s bhp J9
x4naw -
f3
we a�wua xsrc �
2
a
51161L1ptl 10 qAE
tlES1A'B 'D-YYL•I! ICHK IAIH
N/pl
/
13 awKK ruwua
I� vxohcnoK
/14,14_ +j B X L
Zr �_
X oy 4 Q 6
o
/ X C c m
1125 ACRES X MATCHUNEB C-0 R Z W J
} re LL LL
X 0 U O N
t kl-
4 C• U f- Zd 4 7�G nnnTC�Ur+E e 0 U J -
/ a\IL
• 4 G2 W J 0
MW05Lu
•:� X MATCHLINE A
+W F a
`. •. /�'21
k jr
r
/+ N �� Q� R LU+(i '411 A 0 O�
C7
+ f
PLAN
NORTH
0 100' x:K 3oa
(1)
w
PLAN:
NORTH EPF¢ECf KO.:
KEYPLAN -.• 256 K�
2 low7zsssfia
1• = 100 500' 1000' 2000' wivEnc on�wiKc xo.
12892052
scn 08 or 13
FINAL - 02-19-2024 C-2
4 5
IIWIkc.RIFlFTI//R1R f Mr.W IICF 11NIY

I
C
-,
I + 1
k'
1
f*
J
01 /+
CONTROL POINT 501
�J
CIVIL ENLARGED PLAN - 3 - FIELD #8
1' = 100'
USABLE AREA 8.4
t10.73 ACRES
2
.Cc
f
5 UNCLAMnEO//FOR OMCIAL USE ONLY
GENERAL SHEE I NU 1 t5
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND
ABBREVIATIONS.
2. PROTECT ALL EXISTING MONITORING WELLS. REPORT ANY DAMAGE TO
ROICC AND REPAIR DAMAGE.
BOUNDARY LINETYPE LEGEND
_ r
UNUSABLE AREA
SPRAY APPLICATION AREA
REVIEW BOUNDARY (+125' FROM
SPRAY APPLICATION AREAS)
COMPLIANCE BOUNDARY (+250'
FROM SPRAY APPLICATION AREAS)
SPRAY APPLICATION AREA - FIELD #8
SUB -FIELD
ACRES
8.1
t9.78
8.2
i5.76
8.3
x5.54
8.4
±10.73
8.5
t4.25
8.6
±10.33
8.7
i7.15
8.8
t8.05
8.9
34.85
TOTAL
i84.44
I I SHEET KEYNOTES
4c
• ��� 1. OVERALL FIELD/ COMPLIANCE BOUNDARY (TOTAL 3125 ACRES)
_ _ Yam- p wry • 1� 2. UNUSABLE AREA PER PERMIT CONDITIONS
$•5 �'•''•',y1, 3. SPRAY APPLICATION AREA
• •" , " •• • • U 4. NEW MONITORING WELL
• • • • • • W t OS 5. PERMANENT SURVEY MONUMENT
�!
• •••�C 6. PERMANENT GRAVEL ENTRANCE
+
/ -21* • • • • • • • • • • • • • 7. HIGH SECURITY CHAIN LINK 12' DOUBLE SWING GATE
MW17
�µ
/+ j 4 6500 n�.
.+PI
1.� LI(t
}
�:...
ICONTROL POINT. 503 . •
_
- • . •' • • •k\
I
MATCHLINE B
FAREA NOT SURVEYED
PLAN
NORTH
Sao' 1)
El
SEAL o
^; 038615
a,
a„ uwu M1d
Gr-
Sk16AL1pftm MX
DES WEU DRVI ftU :CHK MIN
PY/pl
0Q4'llH LLVl1lER
LXIff ENG/IRCN
NIE
7
W
(n
0
o z03
n
I
•' a iL
�UCD Oa LLQ'UQJ-
Sm00
4+AICi-u N4MALT.
[a
'ZI
Z
I
T
L
4 C-2. W J O
� Z W
MATCHLINE A
Lu FQ s
�z
ag ->
C-1
Vi ,-
LL ¢
W
Lu
Z$
Z.J
Isk�
PLAN,
NORTH DOER wo.:
KEYPLANH�XG
2
0
`/
MtlRK D5m N0.
7zssssa
1' = low 500' 1000,
2a0a' \ NAWX
DwrnNG NO.
12892053
sHEEr
a7 DE 13
FINAL - 02-19-2024
C-3 _
5
IINfMACSIFlF(1/ GOR OFRfJAI 1)SF ONIY
0

2 I 3 4 5 IJK AMFIEDHFOR OFMI& USE ONLY
UENERAL SHEE I NU I E5
.,. ` `+I AI�7,L►�`�.' �• t ^. ��*. -� r / 1. SEE SHEET OFOR CIVIL GENERAL NOTES, LEGENDS, AND
//J { ABBREVIATIONS.
2. PROTECT ALL EXISTING MONITORING WELLS. REPORT ANY DAMAGE TO
tf r y t'► . t ROICC AND REPAIR DAMAGE.
BOUNDARY LINETYPE LEGEND
-Ir ` • � i _ J
♦ ♦ ♦ ' I♦ _ II► . - NOT
SSURV YED UNUSABLE AREA
♦'�t � � � T / CONTROL ` SPRAY APPLICATION AREA
POINT: _ - - - - - D
�► i �. / 604 SPRAY ABPOPLICAT ON AREAS) OM
• �•� +�f - \ ` COMPLIANCE BOUNDARY (+2501
FROM SPRAY APPLICATION AREAS)
USABLE AREA 10.4
t18.99 ACRES
1 SPRAY APPLICATION ACREAGE -FIELD #10
I.TEP[75ET
•� J / SITE w+ SUB -FIELD ACRES
�•. . s -,� ;° + SILT
r - yam C 'FENCE 10.1 116.76
- - ? f~ • BARRIER I 10.2 t11.91 ; f
a
{ 1 t ♦ �� r�� USABLE AREA 10.5 J MW04
t8.21 ACRES I 10A t18.99
10.5 t8.21
'� ~ , � ` f . •J i .^!� �- CONTROL I TOTAL t109.6.
USABLE AREA 10.3 J;: F t �_ POINT: awunuu,,
% f t53.73 ACRES .� ''1: ' ` +, - ::: - '_ 803 �.o��N CARp�,,
AREA NOT J �� •I�';�.'Y _ �3125
• SURVEYS❑e
�:v• • ... SEAL i
.�.,x. 038615 a-e
�. :•i1::;::: ..,.WETLANDS - :-='
/ ._.:.•! _: - - -.::- �itf; ' :.:`'; -,. � -ram•-.
SURVEY NOTES
::.
r �; ,� <:.. -; � . `' •- `'.' .�". ' � ��''' ''''"'�' - � O� . 1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE FEAR ENGINEERING
IN SEPiEMBER 2023.%x'rf
'r / _ U 2. SURVEY CONTROL DATA ESTABLISHED, UTILIZING NORTH CAROLINA y
�. • VIRTUAL REFERENCE STATION (VRS) SYSTEM....
� r�i � +
Ksj A J � CONTROL -_ :.y,-V : � 3. HORIZONTAL DATUM IS NAD'83 AND ELEVATIONS ARE BASED ON NAVD'88
�P POINT: _ ?l _ (2011) VERTICAL DATUM.602
p
J� / �_ U:!'::.. '=:::??':::::; :+::>..'.,'.:...;:,• .-?y '•.: >'`:.= ::..>.�::: :.":•: .: 4. CONTROL POINTS: rwium '-
N: 420332.2923' N: 422606.7875'
E: 2529469.9044' E: 2635128.4338'
• /t ` �J " - W - ELEV: 16.1360' ELEV:19.67Tr K♦+n
U - �i G AREA J''.:: �•..:'% -
i
NOT cU _ U
f f :j
SURVEYED _
f MW07 }� 4:: - N:4192621.4447' N:423510.0499' sannaeID u¢
'. ;3-' -•'s l E: 2829791.4883' E: 2833787.9805' Des WLEJ IDW WEH-MK MIH _
ELEV: 22.2950' ELEV: 21.0325' w/oK
CONCRETE,,
CONCRETE E O ry -(.. :..r•C'_' :7: _.....
f .(;. _ tF•- : [ 802 aaFF erz/xaH
:: i:::•':: • :c•::4::• .: N: 421302.8196'
.•� FLUMES r .•:. M`: ...= rw[ vxm[cinr+
bm r : R: a-;r�n ''-0)y" - ' Jh ...: .... E: 2631821.6271'
AIRFIELD/ :�'.% p •:: = ::.'•:•<':: G 3
B y ELEV: 38.1041' R
4 f F USABLE AREA 10.2 RUNWAY
r CONTROL t11.91 ACRES EOUIPIIENT X_, W
F POINT: - F: U W
I F600 -X- m G
i
x O z LL w
u t s� Z
0
/ * v O O
! U MW06-CONTROL, C7 f" O
• \ POINT: _Z Q Z
601 '�� .,. � U CO
W
Z J Cf
USABLE AREA 10.1 rr r ' J x w � Z
t16.76 ACRES I
=. Q ag s
U
w Q�
O A
A -X
I:
PLAN
NORTH 7256684
OVERALL CIVIL EXISTING CONDITIONS PLAN - FIELD #10
1 12892T
1. = 300, 0 lw 300' 600' 900' vc[T 08 OF
FINAL - 02-19-2024 C-10
� 2 I 3 I 4 5-
IINf wmriFII//FnR f1FFrm II.CF 1)NIY

1 2 3 4 4 5 UNCIASSIFlED//FOR OMCK USE ONLY
GENERAL SHEET NOTES'
1. SEE SHEET 0-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND
ABBREVIATIONS.
2. PROTECT ALL EXISTING MONITORING WELLS. REPORT ANY DAMAGE TO
MATCHLINE A ROICC AND REPAIR DAMAGE.
RUN BOUNDARY LINETYPE LEGEND
EOU=X.XXX•X Jrr]L�,CXX2C,X� UNUSABLE AREA
SPRAY
PLICATION
REVIEW BOUNDARY
AREA D
REVIEW BOUNDARY (+125 FROM
SPRAY APPLICATION AREAS)
COMPLIANCE BOUNDARY (+250'
FROM SPRAY APPLICATION AREAS) `
1 ,
USABLE AREA 10.2 - SPRAY APPLICATION ACREAGE - FIELD #10
CONTROL POINT: 600 t11.91 ACRES SUB -FIELD ACRES
f �
1�. - 10.1 t18.78 � 11
102 :0 .91
10.3 t53.73
2 I 10.4 t18.99 t�
0 1
TOTAL t109.6
3
,r-' TYP �( ' I .`�a0 PpFE$S/p
�3SE
1A +f v 038615 �+
t ,'` ,r+� SHEET KEYNOTES
W r -A - _ 1 +z ✓' f */ #0 1. OVERALL FIELD/ COMPLIANCE BOUNDARY (TOTAL t125 ACRES) O
`'F 2. UNUSABLE AREA PER PERMIT CONDITIONS ui
�/ // F ■■
C 1 \ . JI— - I + 3. SPRAY APPLICATION AREAr.arurreeanc
! r FL191oNaNOM Jflf01
• � + 4. NEW MONITORING WELL
O 7—
� EE
PERMANENT SURVEY MONUMENT
ft' t19 ACRES PERMANENT GRAVEL ENTRANCE
8 MWD6 I f CONTROL POINT: 601 t f + �� J PPP- TTT�,�VA 7. HIGH SECURITY CHAIN LINK 12' DOUBLE SWING GATE, e
-
4 i f
7
�® Wlom9W®:cua N1H
/ r
/f/ 9t11101 YMl14ER
,.;_. ryt+J q / •� �� NE PRJRC110N
Bn
Lu
USABLE AREA 10.1
t131 ACRE
t16.76 ACRES %� 1L Q "' z LLLO
0 _o
LL w
LL
UU ZD
C-13 j C-14 Z Q • �
I LU V
11 MATCHLINE B 111 a W 1 �x--x—� Z
a mo
Cyl . w aQ z
MATCHLINE A F Z U
LLLu
1is
Lu
PLAN
NORTH
PLAN KEYPLAN
NORTH M-W w N MONO.
CIVIL ENLARGED PLAN -1-FIELD #10 2 72ssssa
1-= 15W 0 7w 1500, 3000' 'u X Day W W
10 12892055
1" = 100' 0 50' 100' 1[•7 300' sHECT 09 D 13
FINAL - 02-19-2024 C-11
1 f 2 I 3 ' 4 5
IIN('JASCIRM//FnR Mr.W IICF ONIY

4 5 UNCUISSIFlED//F0R OFFICIAL USt UNLT
1 2 3 GENERAL SHEET' NOTES
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND
ABBREVIATIONS.
2. PROTECT ALL EXISTING MONITORING WELLS. REPORT ANY DAMAGE TO
ROICC AND REPAIR DAMAGE.
MATCHLINE B
r i �� ✓• BOUNDARY LIIjNET�YPEjLEG�EN`D�j
UNUSABLE AREA
. 3 - SPRAY APPLICATION AREA
-i REVIEW BOUNDARY (+125' FROM D
De _ • - SPRAY APPLICATION AREAS)
a..: ,
COMPLIANCE BOUNDARY (+250'
�. , ,•-} � FROM SPRAY APPLICATION AREAS)
G ll
SPRAY APPLICATION ACREAGE -FIELD #10
I
p SUB -FIELD ACRES
•� " J / 10.1 ±16.76
10.2 111.91
~'F ! 10.3 253.73
A �II
�- i ! �►y- e� � I � .y i/ � . k 10.4 x18.99 rtK
10.5 t8.21
• `\ R J / TYP { I TOTAL ±109.6
`` N CA'R
312
�: ��• / � / 'sue 038615
CONTROL POINT: 602
SHEET KEYNOTES
5 1. OVERALL FIELD! COMPLIANCE BOUNDARY (TOTAL t125 ACRES) . o
C V
�/R 2. UNUSABLE AREA PER PERMIT CONDITIONS
o i / /
1 � � 3. SPRAY APPLICATION AREA
7 �. t131 ES 4. NEW MONITORING WELL —
�3 6 5. PERMANENT SURVEY MONUMENT
• / 6. PERMANENT GRAVEL ENTRANCE
7. HIGH SECURITY CHAIN LINK 12' DOUBLE SWING GATE21
wn cpuviu xwc 8
YYY
y��fM ` M WEB I�WEB 1°HK MTH
NAm
J . -' � ��` /�j � •"• •. . _ i NNIHaI WlY4ER
• /C / 17 aKr Exu/.u&x
/ 125'!� 3 B
B r' / MW07 .� ci
/
125
250 V / u_.41
/ rrV+ • C-300 n� G Z LL
UQ a --
Y • N 'yq. C_13 U C-14 2 Q Z
AIRFIELD/ � "� f��
r RUNWAY %JLLI
EQUIPMENT f/ MATCHLINE B Q = a Lu
MATCHLINE A ri 3 J Z
— -pt. Jl / % I LL R W U
J
8
LuA
USABLE AREA10.2 _,� , x � = J
A t11.91 ACRES � /r * I � W
PLAN
E
NORTH EPF°JE. N0:
MATCHLINE A
PLAN KEYPLANIt-"""°°'"°""
NORTH Z . 7256684
ENLARGED PLAN - 2 -FIELD #10 r=15oo 0 7w o'�� NON°
CIVIL EN 12892056
T1 0 w lw 200' aoo sxm 10 ar 13
1'- I FI NAL - 02-19-2024 C-12
YEwOY I� N INI41 m
1 I 2 3 4 5
IINfJACCIFlF1T//FT1R T1FF1fyAl IICF (1WIY

I
A
0
9
3
}}
CONTROL POINT: 604
z x
al
X-
� x
2131 1 RES /• O - G ...
. 4 +
y '%
/x J. .00 _
LE AREA 10.3 +� f .
L73 ACRES
- J WETLANDS- a
/ �v W• - •dt.'.'.'. . ...�
c-xn 'F � c ��+� - •mac
A". . . . . . . . . . . .
CIVIL ENLARGED PLAN - 3 - FIELD #10
1•=10a
rJ UNCLASSIFIED//FOR OFFICIAL USE ONLY
ULNERAL SHEET NOTES
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND
ABBREVIATIONS.
2. PROTECT ALL EXISTING MONITORING WELLS. REPORT ANY DAMAGE TO
ROICC AND REPAIR DAMAGE.
BOUNDARY LINETYPE LEGEND
UNUSABLE AREA
SPRAY APPLICATION AREA
REVIEW BOUNDARY (+125' FROM
SPRAY APPLICATION AREAS)
_ COMPLIANCE BOUNDARY (+250'
FROM SPRAY APPLICATION AREAS)
SPRAY APPLICATION ACREAGE - FIELD #10
SUB -FIELD ACRES
70.1 :06.76
10.2
311.91
10.3
43.73
10.4
118.99
10.5
t8.21
TOTAL
±109.6
i SHEET KEYNOTES
1. OVERALL FIELD/ COMPLIANCE BOUNDARY (TOTAL 3125 ACRES)
2. UNUSABLE AREA PER PERMIT CONDITIONS
3. SPRAY APPLICATION AREA
4. NEW MONITORING WELL
5. PERMANENT SURVEY MONUMENT
6. PERMANENT GRAVEL ENTRANCE
7. HIGH SECURITY CHAIN LINK 12' DOUBLE SWING GATE
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GENERAL SHEET NOTES -'
1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND
ABBREVIATIONS.
I ` \ 2. PROTECT ALL EXISTING MONITORING WELLS. REPORT ANY DAMAGE TO
ROICC AND REPAIR DAMAGE.
I ` ` BOUNDARY LIINN]E[TYYPEE LEGEND
=�.XiL:iXiC UNUSABLE AREA
AREA NOT SURVEYED — — _ — _ . SPRAY APPLICATION AREA
REVIEW APPLICATION
ARE FROM D
SPRAYYIANCE BOUNDARY
AREAS)
COMPLIANCE BOUNDARY (+25fY
FROM SPRAY APPLICATION AREAS)
SPRAY APPLICATION ACREAGE - FIELD #10
1 ` SUB -FIELD ACRES
10.1 t16.76
.CONTROL POINT: 604 1
—
102 t11.91
�� 10.3 t53.73;
1 ;
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SEAL
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I'� —DEPOSITSITEw/SILT y 2 SHEET KEYNOTES
2 FENCE BARRIER y
D lyp I 1. OVERALL FIELD/ COMPLIANCE BOUNDARY (TOTAL t125 ACRES) i
1� �
1 i 2. UNUSABLE AREA PER PERMIT CONDITIONS
��
— 3. SPRAY APPLICATION AREA y�
4. NEW MONITORING WELL
3 5. PERMANENT SURVEY MONUMENT
weiam
6. PERMANENT GRAVEL ENTRANCE
n'P G50° 8
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NORTH x"m"° wrnK CxoEn
CIVIL ENLARGED PLAN -4 - FIELD #10 �2sssea
1' = 1500' 0 750' 1500' 3000' ••. xrvr�C puwxc xC.
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BOLTED WELL
COVER W/
WATERPROOF SEAL
T x 3' CONCRETE
PAD, -
GRADUAL SLOPE TO GRADE
TO MITIGATE PONDING
3'
GRADE 1
D
4"
T
MW
CASING
PLAN VIEW
GROUT
BENTONITE
NOTES:
SEAL
1. GROUNDWATER MONITORING WELLS
1
MUST BE INSTALLED IN
iR
ACCORDANCE WITH NORTH
—
CAROLINA DEPARTMENT OF
FILTERPACK-
ENVIRONMENTALQUALITY (NCDEQ)
STANDARDS (I SA NCAC 02C - WELL
CONSTRUCTION STANDARDS)
2. A NORTH CAROLINA CERTIFIED WELL
SCREEN
CONTRACTOR MUST CONSTRUCT
THE MONITORING WELLS
ACCORDING TO NORTH CAROLINA
WELL CONSTRUCTION STANDARDS
CAP OR PLUG
06A NCAC 020.0113) AND LOCAL
C
COUNTY RULES.
3. WELL CONTRACTOR TO BE
TOTAL DEPTH
ACCOMPANIED BY A LICENSED
NORTH CAROLNA PROFESSIONAL
GEOLOGIST (P.G.) DURING WELL
INSTALLATION.
i
0
I 2 1 3 I
3.5" FLAT BRASS SURVEY
MARKER r VARIES (1-2• MIN.)
2"CUR i
LOCKING 3.5" DIAMETER BRASS FINISHADE
SURVEY MARKER
WATERTIGHT CAP COUNTERSINK AND EPDXY \ } a \CONCRETE
PER MANUFACTURER M4 a- 4,000 PSI AT 28 DAYS) 3.5" FLAT BRASS
VENT PROTECTIVE RECOMMENDATIONS 1 PRE -STAMPED MARKER
CASING�Z
\ /\
°p 4' MIN- d \1
GRADE a a o ONERRY ,}
#4' 2\�y o
\ I- \ Q y
IN FIELD
TOP OF BENTONITE
afl 3' MINIMUM
TOP OF SAND
T MINIMUM
--} TOP OF SCREEN
DETERMINED
IN FIELD
10'
MINIMUM
BOTTOM OF SCREEN
SECTION VIEW
GROUNDWATER MONITORING WELL DETAIL
1 NOT TO SCALE
Lk
j 3 CLR� 'brI 9•P
/ BENCHMARKI.D.
110
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I A.
rypT DISC
i
PLANSPACEDEQUALLY SIDE VIEW \ / SURVEY MARKER
�`j QNPERMAANENT SURVEY MONUMENT
OT TO SCALE � 20
8" ABC STONE ON
�s COMPACTED
B" ABC STONE SUBGRADE
25'
TYP. 25' RADIUS
- COMPACTED -
SUBGRADE
r 2" TO GRADE
W."EX.
70'
GRAVEL ROAD
COMPACTED
SUBGRADE
it
03PERMANENT GRAVEL ENTRANCE
NOT TO SCALE
LEAF STRANDS OF BARBED STRANDS OF BARBED
WIRE AS SPECIFIED / WIRE AS SPECIFIED
jI (TYP-) _ II (TYP.)
fOP TENSION WARE OR RAIL
CHAIN -LINK AS SPECIFIED (TIP.) 1
FABRIC BRACE RAIL (TYP.)
- Y \DRPRODHINGES (TYP.) LINE
BOTTOM TENSION WIR POST
-GATE FRAME .. �( OR RAIL AS SPECIF TRUSS
(TYP) ROD (TYP.)
LATCH ASSEMBLII �- BRACE
III I I I 5' MIN
4' MIN I ��
c-soo LuJ I u
4' M4--
DOUBLE SWING GATE (TYPE FE7 FENCE)
NOT TO SCALE
a'0 RU
RODS T(TYP.
I I �I
ELEVATION IIII I II
I III a 4' MIN ,Ir" MIN
lul I u
L LJ
NOTE: 1. PROVIDE LOCKABLE ENCLOSURE (PADLOCK) - 2' MIN
FOR OPEN/CLOSE PUSHBUTTONS ON EXTERIOR OF
EACH VEHICULAR GATE.
2 ' 3
RAIL (TYP.)
GRADE
r LINE
I� I
LEI
4 rJ UNCUSSIRED//FOR OFFICIAL USE ONLY
MULCHING MATERIALS AND APPLICATION RATES,
MATERIAL I RATEPERACRE QUALITY NOTES 1
STRAW 2 TONS DRY, UNCHOPPED, SHOULD COME FROM WHEAT OR OATS
I UNWEATHERED; AVOID WEEDS SPREAD BY HAND OR MACHINE, MUST
1` BE TACKED DOWN.
TEMPORARY SEEDING
71ME OF AMOUNT/ FERTILIZATION/ FERTILIZATIOMACRE '
SEEDING GRASS TYPE ACRE ACRE I MAINTENANCE
RYE (GRAIN) d 120 LBS. d
DEC 1 -APR 15 750 LBS. 10.10-10 NA NA
_ LESPEDEZA, K08E 50 LBS.
APRIL 15-AUG 15 •GERMAN MILLET 40 LBS. 750 LBS. 10-10-10 NA NA
AUG 15-0EC 30 RYE (GRAIN 120 LBS. 1.000 LBS. 10-10-10 NA NA
TEMPORARY STABILIZATION
TEMPORARY SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.10 AND
PERMANENT SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.11 OF THE
NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL.
PERMANENT STABILIZATION
PERMANENT SEEDING SHALL BE SEED AND STRAW WITH PERMANENT SEED MIX. SEE PROJECT
SPECIFICATIONS FOR ADDITIONAL DETAIL.
NEW STABILIZATION TIMEFRAMES''
SITE AREA DESCRIPTION 11 STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES I 7 DAYS NONE
ND E
C
A SLOPS � pumlunrr
HIGH QUALITY WATER (HOVE ZONES 7 DAYS NONE �� SN CARP/rrr
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE _ p S2�S/LZ
I� NOT STEEPER THAN 2:1. 14 DAYS ARE ALLOWED + = E
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER 038615 -
THAN 50' IN LENGTH.
OTHER AREAS WITH SLOPES I 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW
FLATTER THAN 4:1 ZONES ' rrrrrnuuu
STABILIZATION SCHEDULE
6 NOT TO SCALE r
C-Awr-
19 CENTER OF
POST TO CENTER s
OF POST SUPPORT ARMS
r(MAXIMUM) _l W/3 STRANDS OF �•�
1 BARBED 1MRE AS
iX SPECIFIED.
TENSION WIRE, X/X ��N 8
S SPECIFIED
k
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AS 0
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OR'AS g it o
SPECIFIED o =
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CD
T{► .. � �O `3 —
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LU J S
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3000 PSI AT o = W
28 DAYS ry g z
. J a
a
' TYPICAL .: u W
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LINE A
CHAIN LINK FENCE FOUNDATION I>
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sricer 13 OF 13
FINAL - 02-19-2024 C-500
4 5
immm441RF1)/AnR 0FFk7Al IISF (1NIY

LAND APPLICATION SITE CERTIFICATION
(LASC 06-16)

State of North Carolina
DWRDepartment of Environmental Quality
-O- 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 Aanlicant shall submit one orieinal and two conies of the application and
suanortine documentation
For more information, visit the Water Quality Permitting Section's Non-Discharee Permittine 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 15A NCAC 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 I. 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:
Status Code
Required Item
N
R T M
County Board
✓
Notification. doc
2M
Land Owner
✓
✓ ✓
Agreement
(If applicable)
PAill
✓
✓ ✓ ✓
Setback Waiver
Agreement
An updated vicinity/setback map in accordance with the "Man Guidance
luals Land Annlication Permits"
✓
✓ ✓
A soils and agronomic evaluation in accordance with the "Soil Scientist
✓
Evaluation Policy"
INSTRUCTIONS FOR FORM: LASC 06-16Page 1 of

An updated accounting of the land application site's cumulative pollutant
loading rates (CPLRs)
Required Item Status Code
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 Policy"
Acknowledgement of field transfer from Land Owner (Fields may not be
permitted to multiple Permittees over the same time period)
* 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 - 8%
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:
• Address Matching (ADD) • Digital or Raw Photo Extraction (EXT)
• Aerial Photography with Ground Control (AER) • Geodetic Quality GPS Survey (GEO)
• Cadastral Survey (SUR) • LORAN-C Navigation Device (LOR)
• Conversion from Coordinate Plane (CP) • Navigation Quality GPS (GPS)
• Conversion from Township -Section -Range (TSR) • Remote Sensing (RS)
• Conversion from Universal Trans Merc (UTM) • Zip Code Centroid (ZIP)
• Map Interpretation by Digital or Manual Extraction (MAP)
C. Waterbody and Classifications Information: (new sites only)
❑ Use an 8.5 by 11-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: htt _://de .nc. ov/about/divisions/water-
resources/planninL/classification-standards/classifications
❑ 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:
http: //decr.nc.9-ov,'contact/re gional-offices
❑ 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 11-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 htt ://de .nc.Lov/about/divisions/water-resourceslvlanninvlclassification-standards/classifications.
❑ 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 06-16Page 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 15A NCAC 02B .0301ti1.
❑ Any stream which is not named in the schedule of stream classifications carries 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
Little Tennesse River
Basin And Savannah
River Drainage Area
French Broad River
Basin
Watauga River Basin
Broad River Basin
New River Basin
Catawba River Basin
Yadkin -Pee Dee River
Basin
Lumber River Basin
Roanoke River Basin
Chowan River Basin
Tar -Pamlico River
Basin
Pasquotank River Basin
Streams entering Georgia or Tennessee shall be classified "C Tr."
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."
Streams entering Tennessee will be classified 'B."
Streams entering the State of Tennessee are classified "C."
Streams entering South Carolina are classified "C."
Streams entering the State of Tennessee are classified "C."
Streams entering South Carolina are classified "C."
Streams entering Virginia are classified "C," and such streams entering South Carolina are
classified "C."
Streams entering South Carolina are classified "C Sw."
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."
Streams entering Virginia are classified "C."
All drainage canals not noted in the schedule are classified "C Sw." except the main drainage
canals to Pamlico Sound and its bays which shall be classified "SC."
All drainage canals not noted in the schedule are classified "C."
INSTRUCTIONS FOR FORM: LASC 06-16Page 3 of

LAND APPLICATION SITE CERTIFICATION
Applicant's name: US WAS Cherry Point
Land application sites currently certified: 417.24 net acres and Total to be certified: 302.68 net acres.
I. LAND APPLICATION SITE INFORMATION (See Instruction B):
Predominant Soil
Status Codes
Sit ID eld
Landowner(s)
Lessee(s) or Operator(s)
Net Acres
County
Crop(s)
Series Name b
Mapping Unit
or Rep. Slope'
R
1
US WAS Cherry Point
US MCAS Cherry Point
44.94
Craven
Fescue
Rains Fine Sandy
u
RA; 0-2/o
Loam
R
2
US WAS Cherry Point
US MCAS Cherry Point
23.90
Craven
Fescue
Norfolk Loamy
Fine Sand
NoA: 0-2%
R
3
US WAS Cherry Point
US WAS Cherry Point
16.80
Craven
Fescue
Norfolk Loamy
NoA: 0-2%
Fine Sand
R
4
US WAS Cherry Point
US MCAS Cherry Point
8.0
Craven
Fescue
Bragg Soils
BrB; 0-8%
D
5
US WAS Cherry Point
US WAS Cherry Point
24.0
Craven
Fescue
Bragg Soils
BrB; 0-8%
D
6
US WAS Cherry Point
US WAS Cherry Point
8.10
Craven
Fescue
Bragg Soils
BrB; 0-8%
R
7
US WAS Cherry Point
US WAS Cherry Point
35.0
Craven
Fescue
Norfolk Loamy
NoA: 0-2%
Fine Sand
R
8
US WAS Cherry Point
US WAS Cherry Point
64.44
Craven
Fescue
Bragg Soils
BrB; 0-8%
D
9
US WAS Cherry Point
US WAS Cherry Point
28.0
Craven
Fescue
Bragg Soils
BrB; 0-8%
R
10
US WAS Cherry Point
US WAS Cherry Point
109.6
Craven
Fescue
Rams Fine Sandy
RA; 0-2%
Loam
s Status Code for land application sites are: ♦ N (New) ♦ R
(Renewed) ♦ M (Modified)
♦ T (Transferred) ♦ D (Deleted)
b Soil Series Name (i.e. Appling, Cecil, etc.)
Mapping Unit must be consistent with those used in the County Soil Survey (i.e. for a 2-8% slope Cecil in Anson County the mapping unit is CeB2)
FORM: LASC 06-16 Page 1

LAND APPLICATION SITE CERTIFICATION
II. WATERBODY AND CLASSIFICATIONS INFORMATION (See Instruction C):
Site/Field ID Latitude
Longitude
Location
Location Method Code Location Accuracy
Datum
° '
If ° ' If
NAD 83
ADD Nearest Second
° '
If ° ' If
NAD 83
ADD Nearest Second
° '
if ° ' if
NAD 83
ADD Nearest Second
° '
if ° ' If
NAD 83
ADD Nearest Second
° '
IF ° ' IF
NAD 83
ADD Nearest Second
° '
it ° 'ItNAD
83
ADD Nearest Second
° '
IF
I ° '
NAD 83
ADD Nearest Second
° 'IF°
'
NAD 83
ADD Nearest Second
Note: Please keep the site information (I.) and waterbody information (II.) of the same field on the same page.
Waterbody Subbasin and Current and Proposed
Stream Index No. Class
FORM: LASC 06-16 Page 2

APPROXIMATE CENTER OF LAND APPLICATION FIELDS
Field #
Latitude
Longitude
1
340
53'
48"
760
52'
57"
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' '
43"
6
340
53'
08"
760
51'
44"
7
340
53'
57"
760
52'
28"
8
340
53'
18"
760
51'
31"
9
340
54'
46"
760
53'
15"
10
340
53'
14"
760
53'
48"
Level of accuracy? 1 cm
Method of measurement? Real Time Kinematics
Datum? NAD 83

y wjt
VICINITY MAP FOR RESIDUAL LAND APPLICATIONS SITES
MCAS Chen- Point
of
Source: MCAS Cherry Point GIS
Note: 1) Areas 10a through 10d encompass Field #10
2) Request de -activation of MW11 MW2, and MW3
3) Delete Areas 5 and 6
4) Activate MW8, MW9, MW10, MW11, MW12, MW13
5) Construct MW-4, MW-6, MW-7 (Field #10), MW-14 through 17 (Field #8)

LAND APPLICATION SITES' CUMMULATIVE POLLUTANT LOADING TOTALS
CUMMUALTIVE
POLLUTANT LOADING TOTALS
(LBS PER ACRE)
U
>1
Field
#
0 0°
-� '�
.S 6
w;
A
:3 bM
4)
'd O
4)
1w -H
•H
V4 w
p ..
q
to
U
to
$ U
p U
0 a
N x
�} ��
.0 Z
'0) M
N
u
A
0
z
can
CPLR
36
34
N/A
1,338
267
15
N/A
374
89
2,498
1
1.55
3.97
15.07
106.44
5.66
0.26
0.70
8.75
1.28
130.04�
2
1.53
5.91
7.38
130.98
20.70
0.32
0.52
11.35
0.99
165.90�
3
0.65
4.28
7.09
119.81
8.89
0.25
0.49
10.89
0.53
146.07�
IJ 4
0.34
3.60
2.28
124.40
5.25
0.23
0.48
12.21
0.52
150.99
1
7
0.53
2.84
0.00
46.31
2.73
0.24
0.00
7.43
0.30
66.27
8
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
10
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Note:
1)
Cummulative
Pollutant
Loading
Totals
are from CY2023 Annual
Sludge
Report
2)
Field
9 Removed from permit in 2019
0
Request
to
Delete Field
5 and
Field
6 from
permit
4)
Requesting
activation
of Field 8 and
Field
10

RESIDUALS SOURCE CERTIFICATION

AREA VICINITY MAP FOR RESIDUAL SOURCES
Source: https://maps.google.com/

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

DWR
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 AnDlicant shall submit one original and two conies of the application and
supnortin_ documentation
For more information, visit the Water Quality Permitting Section's Non -Discharge Permittine 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 "Man Guidance for
Residuals Land Annlication 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 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: US WAS Cherry Point
I
Status
Codes
R
R
R
R
I
F
Facility Permit Holder
Facility Name
County
US WAS Cherry Point
Cherry Point WWTP
Craven
US WAS Cherry Point
Atlantic Airfield WWTF
Carteret
US WAS Cherry Point
Bogue Airfield WWTF
Carteret
US WAS Cherry Point
Piney Island (BT-11) WWTF
Carteret
Permit Number
NC0003816
WQ0005233
WQ0004240
WQ0007217
a Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted)
b The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility).
Maximum Dry Tons Per Year
Current" Proposed
500
1.19
3.10
0.024
SUMMARY FOR FORM: RSC 06-16 Page 1

L�1�i�L'3
State of North Carolina
Department of Environmental Quality
Division of Water Resources
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: Z 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: Richard Weaver. Environmental Engineer
Complete mailing address: USMC Cherry Point. Environmental Affairs Denartment_ PSC Box 8006
City: Cherry Point State: NC Zip: 28533-8006
Telephone number: 252) 466-5917 E-mail address: richard.weaverC&,usmc.mil
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: 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: 3_5 MGD and facility average daily flow: 2_0 MGD
8. Average amount of residuals being generated at this facility 267.53 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 holdine tank
II. 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
FORM: RSC 06-16 Page 1 of
5

Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under RCRA:
(Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat 100% non -
municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: ❑ 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: March 9.2023
Passed corrosivity test: ® yes ❑ no. pH: s.u. (2 < 6.30 < 12.5)
Passed ignitability test: ® yes ❑ no. Flashpoint: 158 °F (> 140°F)
Passed reactivity test: S yes ❑no. HCN: <1 mg/kg (<250) & H2S: 0.50 mg/kg (<500)
1 TCLP Parameter
Limit
(mg/7)
Arsenic
5.0
Barium
100.0
Benzene
0.5
Cadmium
1.0
Carbon Tetrachloride
0.5
Chlordane
0.03
' Chlorobenzene
100.0
Chloroform
6.0
Chromium
5.0
in -Cresol
200.0
o-Cresol
200.0
p-Cresol
200.0
Cresol
200.0
2,4-D
10.0
1,4-Dichlorobenzene
7.5
1,2-Dichloroethane
0.5
1, 1 -Dichloroethylene
0.7
I2,4-Dinitrotoluene
0.13
Endrin
0.02
Heptachlor and its Hydroxide 0.008
FORM: RSC 06-16 Page
Result
TCLP Parameter
Limit
Result
(mg/1)
NO)
(mg/1)
<1.0
Hexachlorobenzene
0.13
<0.050
J
<1.0
Hexachloro- 1, 3 -Butadiene
0.5
<0.050
<0.01
Hexachloroethane
3.0
<0.050
<1.0
Lead
5.0
<1.0
J
<0.01
Lindane
0.4
<0.0005
<0.02
Mercury
0.2
<0.0002
<0.01
Methoxychlor
10.0
<0.0005
J
<0.01
Methyl Ethyl Ketone
200.0
<0.05
<1.0
Nitrobenzene
2.0
<0.050
<0.050
Pentachlorophenol
100.0
<0.250
<0.250
Pyridine
5.0
<0.050
J
<0.050
Selenium
1.0
<1.0
<0.050
Silver
5.0
<1.0
<0.003
Tetrachloroethylene
0.7
<0.01
J
<0.050
Toxaphene
0.5
<0.05
<0.01
Trichloroethylene
0.5
<0.01
�{
<0.01
2,4,5-Trichlorophenol
400.0
<0.050
J
<0.050
2,4,6-Trichlorophenol
2.0
<0.050
<0.0005
2,4,5-TP (Silvex)
1.0
<0.003
<0.0005
Vinyl Chloride
0.2
<0.01
2
of
5

4. Metals Determination: Complete one of the following tables (i.e., as applicable) to demonstrate that the residuals do not violate
the ceiling concentrations for metals regulated under 15A NCAC 02T .1105.
a. For Distribution/Land Application: Fill in the following table with the results of the latest analyses (i.e., on a dry weight
basis) for the following metal parameters:
Laboratory: Environmental Chemists. Inc. and Date of analysis: March 9, 2023
Parameter Ceiling Monthly Average
Result
Concentration Limits Concentration Limits
(ClassA & ClassB)
(Class A Only)
(mg/kg)
(mglkg)
(mg/kg)
Arsenic 75
41
<49.7
Cadmium 85
39
<49.7
Copper 4,300
1,500
449
Lead 840
300
<49.7
Mercury 57
17
<1.03
Molybdenum 75
n/a
<49.7
j
Nickel 420
420
<49.7
Selenium 100
100
<49.7
Zinc 7,500
2,800
754
l
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: N/A and Date of analysis: N/A
Distance from Disposal Arsenic
Chromium
Nickel
Unit to Boundary to Closest
Property Line
(meters, check one) (mg/kg)
(mg/kg)
(mg/kg)
f❑
> 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
1
FORM: RSC 06-16 Page 3 of
5

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 1.79 %.
b. Fill in the following table with the results of the latest analyses (i.e., on a dry weight basis) for the following nutrient and
c
d.
e.
micronutrient parameters:
Laboratory: Environmental Chemists. Inc. and Date of analysis: March 9.2023
Parameter
Aluminum
Ammonia -Nitrogen
Calcium
Magnesium
Nitrate -Nitrite Nitrogen
pH (Standard Unit)
Phosphorus
Potassium
Sodium
Total Kjeldahl Nitrogen
Result
(mg1kg)
9110
2330
21800
2620
7180
6.30
31500
3340
5640
44200
Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 9.61
[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].
Specify the mineralization rate to be used in calculating the plant available nitrogen (PAN) of the residuals: 30 %. This rate
is a (check one): ❑ default value, or 2 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:
Calculate the PAN for the residuals (i.e., on a dry weight basis) and fill the results in the following table:
Application Method First (1st) Year PAN Five -Year
Maximum Adjusted PAN
(mglkg) (mg/kg)
Surface 16719 22641
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 nollutants of concern are present in the residuals
FORM: RSC 06-16 Page 4 of
5

7. Pathoeen Reduction: Per 15A NCAC 02T.1106. specify how residuals will meet the pathogen reduction requirements:
a. For DistributiomEand 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.1106(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.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.1106(c)(1)] - Fecal Coliform Density Demonstration.
Z 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 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 11.8. 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.1107, specify how residuals will meet the VAR requirements:
❑ Alternative 1 [15A NCAC 02T.1107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T.1107(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.I 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.1107(a)(9)] - Injection.
❑ Alternative 10 [15A NCAC 02T.I107(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

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. NC0003816.
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 (UV) 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 2023 was used
to calculate the average dry tons generated by this source. The
average was calculated at 267.53 dry tons per year with a maximum

value on 475 dry tons in 2014 and a minimum value of 105.95 dry
tons in 2023.
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. 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 are 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 # 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.

h
41 Environmental Chemists, Inc.
/ "U Windmill Way, Wilminghut, NC 2t1405 a 910.392.M Lab * 910.3M 4424 Fax
710 Bowsertown Road, Manteo, NC 27954 • 252.473MM Lab/Fax
255-A Wilmington Highway, jacksonviAe. NC WO- 920.347.5M Lab/Fax
ANALYTICAL & CONSULTING CHB419M infooenvironmentaldlMd tscom
WAS Cherry Point
Dab of Report: Mar 09, 2023
PSC Box 8006
Customer PO 0: M301463261797
Cherry Point NC
28533
Customer ID: 09110093
Attention.
Report W. 2023-03093
Project ID: Sludge
Benzene (TCLP)
sw-94e uewod eseoo
< 0.01 mg/L
2/18/2023
Carbon Tetrachloride (TCLP)
sw.a4e method e2 l)
< 0.01 mg/L
2/18/2023
Chlorobenzene (TCLP)
sw.e4s meeiod eaw
< 0.01 mg/L
2/18/2023
Chloroform (TCLP)
sw-94e mww eww
< 0.01 mg/L
2/18/2023
Methyl ethyl ketone (TCLP)
sw-we Method e2ao0
< 0.05 mg/L
2/18/2023
Tetrachloroethylene (TCLP)
sw-94e Meewd mw
< 0.01 mg/L
2/18/2023
Trichloroethylene (TCLP)
sw-w mod aml)
< 0.01 mg&
2/1812023
Vinyl Chloride (TCLP)
SW446 Method 5NW
< 0.01 mg/L
2/18/2023
RCI
Cyanide
SM 4500 crt D-201S
<1 mg/kg
02/152023
Sulfide
sM 4500 s D
0.50 mglkg
02/15/2023
Ignitability
swe40method 1010
>158°F
02/16/2023
pH sw e4e Method 9045D
Result estimated. Analyzed out of 15 minutes hold time.
6.30 units
02242023
Sludge Residuals
Aluminum
EPA 200.7. Rev. 4.4,1994
9110 mg/kg
02202023
Arsenic
EPA 200.7, Rev. 4A. ION
<49.7 mg/kg
02202023
Cadmium
EPA 2oe.7, Rev. 4.4, 1994
<49.7 mg/kg
02202023
Calcium
EPA 200.7, Rev. 4.4.10e4
21800 mg/kg
0220/2023
Chromium
EPA 200.7. Rev. 4.4,19"
161 mg/kg
02202023
Copper
EPA 200.7. Rev. 4.4.1994
449 mg/kg
02202023
Lead
EPA 200.7, Rev. 4.4.19w
<49.7 mg/kg
02/202023
Magnesium
EPA 200.7, Rev. 4.4.1904
2620 mgikg
02202023
Molybdenum
EPA 200.7. Rev, 4A.1M
<49.7 mg/kg
02202023
Nickel
EPA 200.7, Rev. 4 4,19N
<49.7 mg/kg
02202023
Potassium
EPA 200.7, Rev. 4.4. 1994
3340 mg/kg
022012023
Selenium
EPA 200.7. Rev. 4.4, 1994
<49.7 mg/kg
0220/2023
Sodium
EPA 200.7. Rev. 4.4, 1994
5640 mg/kg
02202023
Zinc
EPA 200.7. Rw. 4.4.1"4
754 mg/kg
02202023
Nitrate+Nitrite-Nitrogen
EPA 353.2
7180 mg/kg
02212023
Report #% 20234030e3
Pape 2 of 3

Cenv7irocheni
MCAS Cherry Point
PSC Box 8006
Cherry Point
Attention:
Environ mental Chemists, Inc.
"M Windmill Way, Wilmington, NC 29405 • 910392.0223 Lab r 910392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 . 252.473.5M Lab/Fax
255-A Wilmington Highway, Jacksonville, NC 28M v 910.347.5843 Lab/Fax
info#enviwnmentalchanis%wm
Date of Report: Mar 09, 2023
Customer PO #: M301463261797
NC 28533 Customer ID: 09110093
Report #: 2023-03093
Project ID: Sludge
Lab ID Sample ID:
23-07655 Site: 001 Sludge
Test
PAN
Used 30% Mmra8utlon Rate.
Chlordane (TCLP)
Endrin (TCLP)
Heptachlor (TCLP)
Heptachlor epoxide (TCLP)
Lindane (TCLP)
Methoxychlor (TCLP)
Toxaphene (TCLP)
2,4.5-TP (TCLP)
2,4-D (TCLP)
1,4-Dichlombenzene (TCLP)
2,4,5-Trichlorophenol (TCLP)
2,4,6-Trichlorophenol (TCLP)
2,4-Dinitrotoluene (TCLP)
Cresol (TCLP)
Hexachloro-1,3-butadiene (TCLP)
Hexachlorobenzene (TCLP)
Hexachloroethane (TCLP)
m + p-Cresol (TCLP)
Nitrobenzene (TCLP)
o-Cresol (TCLP)
Pentadriorophenoi (TCLP)
Pyridine (TCLP)
1,1-Dichloroethylene (TCLP)
1,2-Dichloroethane (TCLP)
Collect DateITime matrix Sampled by
2/14/2023 7:40 AM Solid/Sludge J. France
Method
COWSOM
stna64e awl a
SW-W eoel a
sw-e46 MI a
sW-e48 Mai a
SW-s46 owl a
SW-648 e0816
SW--e16 Nei 6
SW-846 8151 A
SW-848 8151 A
SW-848 8270 E
SW4W 8270 E
SW-840 8270 E
SW44e 0270 E
8W4M6 8270 E
SW-846 $270 E
SW-046 8270 E
SW-846 8270 E
SW-840 U70 E
SW4146 8270 E
SW448 8270 E
SW-848 $270 E
SW-9" $270 E
SW-646 Method 8260D
SW-846 Method 8260D
Results Date Analyzed
20900 mg/kg 03/06/2023
<0.02 mg/L
02/16/2023
<0.0005 mglL
02/16/2023
<0.0005 mg/L
02/16/2023
<0.0005 mg/L
02/16/2023
<0.0005 mg/L
02/16/2023
<0.0005 mg/L
02/16/2023
<0.05mg/L
02/16/2023
<0.003 mg/L
02/16/2023
<0.003 mg/L
02/16/2023
<0.050 mg/L
02/22/2023
<0.050 mg/L
02/22/2023
<0.050 mg/L
02/22/2023
<0.050 mg/L
02/22/2023
<0.050 mg/L
02/22/2023
<0.050 mg/L
02/22/2023
<0.050 mg/L
02/22/2023
<0.050 mg/L
02/2212023
<0.050 mg/L
02/22/2023
<0.050 mg/L
02/22/2023
<0.050 mg/L
02/22/2023
<0.250 mg/L
02/22/2023
<0.050 mg/L
02/22/2023
< 0.01 mg/L
2/18/2023
< 0.01 mg/L
2/18/2023
Report #-.: 202343M - - - — - - Page 1 of 3

virochem
MCAS Cherry Point
PSC Box 8006
Chevy Point NC 28533
Attention:
Environmental. Chemists, Inc.
6602 Windmill Way, i filmington, NC 28M + 910.392MM Lab a 910.392.4424 Fax
710 Bowsertown Road, Manteo, NC 27954 a 252.4735M Lab/Fax
255-A 14filmington Highway, Jacksonville, NC 28540 9 910.347.5843 Lab/Fax
info@environmentalchelnistscom
Total Solids (°k) SM 2540 a
Ammonia Nitrogen SM 45M NH3 C-2011
Total Kjeldahl Nitrogen (TKN) SM45o0Norg8-2011
Total Phosphorus SM 45M P (F-H)-2011
Mercury SW4W6 74716
TCLP Metals
Arsenic (TCLP) EPA 200.7. Rev. 4.4, 1994
Barium (TCLP) EPA 200 7. Rev, 4-4. 1994
Cadmium (TCLP) EPA 2W.7. Rev. 4.4. 1994
Chromium (TCLP) EPA 200 7. Rev. 4.4. 1994
Lead (TCLP) EPA 2007. Rev. 4.4. 1994
Selenium (TCLP) EPA 200.7, Rev, 4.4,1994
Silver (TCLP) EPA 200.7. Rev, 4.4, 199a
Mercury (TCLP) EPA 245 1
Comment Sludge residuals reported on a dry wei ht basis,
Reviewed by:
•C �'
Date of Report: Mar 09, 2023
Customer PO #: M301463261797
Customer ID: 09110093
Report #.- 2023-03093
Project ID: Sludge
1.79 %
02/16/2023
2330 mg/kg
02/17/2023
44200 mg/kg
02/18/2023
31500 mg/kg
02/23/2023
<1.03 mg/kg
02/20/2023
<1.0 mg/L
<1.0 mg/L
<1.0 mg/L
<1.0 mg/L
<1.0 mg/L
<1.0 mg/L
<1.0 mg/L
<0.0002 mg/L
0220/2023
02/20/2023
02/20/2023
0220/2023
02/2012023
02/20/2023
0220/2023
02/20/2023
Report A: 20M-03M3 Page 3 of 3

M
Environmental Chemist, Inc., Wilmington, NC Lab #94 6602 Windmill Way
Wilmington, NC 28405
910.392.0223
Sample Receipt Checklist
Client: rs Date:{ 4A? Report Number: _ 2023- %30
Receipt of sample:
ECHEM Pickup Client Delivery ❑ )UPS ❑ FeclEx ❑ Other ❑
❑
YES
❑
NO
I N/A
Were custody seals present on the cooler?
E3
YES
❑
NO
l E4Z N/A
11.
2. if custody seals were present, were they intact/unbroken?
Original temperature upon receipt L .q °C Corrected temperature upon receipt °C
How temperature taken:
❑ Temperature Blank Q Against Bottles
IR Gun ID: Thomas Traceable
S/N 210886869 IR Gun Correction Factor °C: 0.0
19
YES
❑
NO
3. If temperature of cooler exceeded VC, was Project Mgr./QA4 notified?
Ip
YES
❑
NO
4. Were proper custody procedures (relinquished/received) followed?
"R
YES
D
NO
S. Were sample ID's listed on the COC?
YES
❑
NO
6. Were samples ID's listed on sample containers?
T)
YES
❑
NO
7. Were collection date and time listed on the COC?
YES
❑
NO
B. Were tests to be performed listed on the COC?
YES
❑
NO
9. Did samples arrive in proper containers for each test?
I$
YES
❑
NO
10. Did samples arrive in good condition for each test?
V
YES
0
NO
11. Was adequate sample volume available?'
IR
YES
❑
NO
12. Were samples received within proper holding time for requested tests?
13
YES
❑
NO
13. Were acid preserved samples received at a pH of <2?
❑
YES
❑
NO
14. Were cyanide samples received at a pH >12?
CI
YES
❑
NO
15. Were sulfide samples received at a pH >9?
❑
YES
❑
NO
16. Were NH3/TKN/Phenol received at a chlorine residual of <0.5 m/L? #*
❑
YES
❑
NO
17. Were Sulfide/Cyanide received at a chlorine residual of <0.5 m/L?
❑
YES
❑
NO
18. Were orthophosphate samples filtered in the field within 15 minutes?
* TOC/Volatiles are pH checked at time of analysis and recorded on the benchsheet.
Bacteria samples are checked for Chlorine at time of analysis and recorded on the benchsheet.
Sample Preservation: (Must be completed for any sample(s) incorrectly preserved or with headspace)
Sample(s) were received incorrectly preserved and were adjusted accordingly
by adding (circle one): HZSO4 HNO3 HCI NaOH
Time of p� eservation: If more than one preservative is needed, notate in comments below
Note: Notify customer service immediately for incorrectly preserved samples. Obtain a new sample or
f;otify the state lab If directed to analyzed by the customer. Who was notified, date and time:
Volatiles Sample(s) were received with headspace
COMMENTS:
DOC. QA.002 Rev 1

ENVIRONMENTAL CHEMISTS, INC 66o?Wtedmll�� AX �E:
nnWytiCtl 8 OoteqAWg Chsmbla NCDENR: DWQ CERTIFICATION N 84 NCDHHB: DLS CERTIFICATION S 3TIFU iidO�rh �Mrllblsrean
COLLECTION AND CHAIN OF CUSTODY
CLIENT: WAS Cherry Point
ADDRESS: Public Works Devi MCAS
PSC Box 8006
Cher 11, Point NC 28633-MG
Collection
Sample Identification
Dais Time
MCAS 001 Siucic} 2 I N j;-3 o l
Tema
PROJECT NAME: REPORT NO: c2 3 -- Q 0 C?3
CONTACT NAME: Ray Porter PO NO: M 3DNo3UM1
RFPART Tn Susan L aa, PHONEIFAX: 252-4684MM
COPYTO: email::�usan.:a iv' .ismc.mil
S/WPLE TYPE: I = Influent. E a Effluent. W o VVWI. ST x Strw-m. SD = SOII. SL m Sludge, OYihr:
o t c W PRESdRVATION
ANALYSIS REQUESTED
SL G P ,4st X
Transfer Relinmilshed Bp: DatafnmA
2.zll ,t 1000
Temperature when Received:—LLI Accepted: ected:
Delivered By: Received By:
Comments:
Sludge, residuals, TCLP with RCI, Plant
Availabe Nitrogen
Rea Slr. Daiefl7me
ResampigLR'
Date' Time:
• TURNAROUND:

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

State of North Carolina
nWR
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 Avvlicant shall submit one orh4nal and two conies of the application and
supporting documentation
For more information, visit the Water Quality Permitting Section's loon-Discharee 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 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: US WAS Cherry Point
Status
Maximum Dry Tons Per Year
Code a
Facility Permit Holder
Facility Name
County
Permit Number
Current b Proposed
R
US MCAS Cherry Point
Cherry Point WWTP
Craven
NC0003816
500
R
US MCAS Cherry Point
Atlantic Airfield WWTF
Carteret
WQ0005233
1.19
R
US MCAS Cherry Point
Bogue Airfield WWTF
Carteret
WQ0004240
3.10
R
US MCAS Chevy Point
Piney Island (BT-11) WWTF
Carteret
WQ0007217
0.024
a Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted)
b The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility).
SUMMARY FOR FORM: RSC 06-16 Page 1

DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. 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: Richard S. Weaver. Environmental Eneineer
Complete mailing address: USMC Cherry Point. Environmental Affairs Department. PSC Box 8006
City: Cherry Point State: NC Zip: 28533-8006
Telephone number: 252 466-5917 E-mail address: Richard.weaver(&.usmc.mil
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: 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: _ % industrial and _ % 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. 00 15 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 eallon wastewater storage laeoon
II. 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
FORM: RSC 06-16 Page 1 of
5

Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge
systems, extended aeration systems, and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under
RCRA: (Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat
100% non -municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33: ❑ 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 Ono. HCN:
mg/kg (<250) & H2S: mg/kg (<500)
TCLP Parameter Limit
Result TCLP Parameter Limit Result
(mg/1)
(mg/1) (mg/1) (mg/1)
Arsenic 5.0
Hexachlorobenzene 0.13
_
Barium 100.0
Hexachloro-1,3-Butadiene 0.5
1 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
y 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 f
J 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 .1105.
a. For DistributiomEand AnWication: 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
Monthly Average
Result
Concentration Limits
Concentration Limits
(ClassA & ClassB) (Class A Only)
(mg/kg) (mg/kg)
(mg/kg)
Arsenic 75
41
43.6/22.9
Cadmium 85 39
3.52/1.86
Copper
4.300 1,500
1,880/907
fLead 840 300
46.2/23.8
Mercury 57 17
0.1840/0.1310
Molybdenum 75 n/a
<1.49/<0.662
+ Nickel 420 420
14.2/6.85
Selenium 100 100
2.23/0.923
Zinc 7,500 2,800
1,530/706
b. For Surface Disposal Unit flandil-lll: 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 Arsenic Chromium
Nickel
Unit to Boundary to
Closest Property Line
(meters, check one) (mg/kg) (mg/kg)
(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)
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
(mg/w
Aluminum 1,670/1650
Ammonia -Nitrogen 499/244
Calcium 30,300/14,500 l
Magnesium 494/237
Nitrate -Nitrite Nitrogen 13.4/2.23
pH (Standard Unit) 6.67/6.72
Phosphorus I 2,850/977
I Potassium 262/132
Sodium 1,390/609
Total Kjeldahl Nitrogen 16,100/12,100
c. Using the results listed in Item II. 5b. above, calculate the sodium adsorption ration (SAR): 2.17/1.37
[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: 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 (111 Year PAN Five -Year
Maximum Adjusted PAN
(mg1ky) (mg/kg)
Surface 3,383/2,495 5,589/4,172
Injection/Incorporation 1
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 rresent in the residuals
FORM: RSC 06-16 Page 4 of
G

7. Pathogen Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative 1 [15A NCAC 02T.I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.I 106(b)(3)(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. 1 106(b)(3)(D)] - No Prior Testing for Enteric Virus/Viable Helminth Ova.
❑ Alternative 5 [15A NCAC 02T. 1 106(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.1106(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 Disposal:
❑ Select One of the Class A or Equivalent Pathogen Reduction Alternatives in Item II. 7a. above.
® Select One of the Class B or Equivalent Pathogen Reduction Alternatives in Item II. 7b. above.
❑ Exempt -If Daily Cover Alternative is chosen in Item II.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction (VAR): Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
® Alternative 1 [15A NCAC 02T. I 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T. 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.I 107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [15A NCAC 02T. 1 107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T.I 107(a)(9)] - Injection.
❑ Alternative 10 [I5ANCAC 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

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 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
spray fields where it is spray applied. 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.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 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. The sludge was
sampled in duplicate so both results are presented on RSC 06-16
Atlantic.
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# 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.

A. wU6AaF
�ngi rugs �3�a8 fi3
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Avemp Solids at
= �.w% [-Prow, sz.mG r�orv)
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Drj w6o4 t of 'Residuals%
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Environmental Chemists, Inc.
(w12 Wiminall Way • Wilrn►n);►an, t%( 2?Lk)5
V)Iit) 342.4C-2; tf nl+} • (►Ilp) 392-4424 (F.1+)
- <M
'
71►I fknv irtuwn 14odd • hLudeo, NC 279:4
ANALYTICAL & CONSULTING
(2%2) 473 `�12
CHEMISTS
Of\H i71Y1Q)Q'RIU IC`A7iiPq L)IM C Itl111( 17'I K,t1-n)
S & ME, INC.
Date of Report: Mar 04, 2013
3006 Hall Waders Dr Suite 100
Customer PO S: 0143
Wilmington NC 26405
Report 0: 2013-01378
Attention Rob Willcox
Report to: Rob Willcox
Project ID: MCAS-Adantic Airfield
Lab ID Sample ID: Al
Collect Data/Time Matrix Sampled by
13-03248 Site:
2/512013 2:45 PM Soltd/Sludge Client
Teat
Method Results Date Analyzed
Total Solids (%)
SM 2540 a 22.1 °% 02IM013
Fecal Density
SM 0221C E PAM 24 nr 503 498 MPN/g 02AM013
Lab ID Sample ID: 02
Collect Date/Time Matrix Sampled by
13-03249 Site:
2/5/2013 2:45 PM Solld/Sludge Client
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 9 27.6 °% 021=013
Fecal Density
SM 9221C E MPN 24 fir 503 798 MPN/g 02AW013
Lab 10 Sample 1D: X3
Collect Date/Time Matrix Sampled by
13-03250 Site:
2/5f2013 2:45 PM Solld/Sludge Client
Test
Method Results Date Analyzed
Total Solids t%)
SM 1540 a 23,1 % 02AW013
Fecal Density
SM 9MI C E MPN 24 hr So3 174 MPN/g 02/06/2013
Lab ID Sample ID: 44
Collect Daten ime Matrix Sampled by
13.03251 Site:
2/5/2013 2:45 PM Soh"ludge Client
Test
Method Results Date Analyzed
Total Solids (4%)
SM 2840 a 11.5 % 021062013
Fecal Density
SM 9221C E MPN 24 m 503 787 MPN/g 02/06R013
Lab ID Sample ID: 05
CoNect Date/nme Matrix Sampled by
13-03252 Site:
21M013 245 PM Soltd/Sludge Client
Test
Method Results Date Analyzed
Total Solids (°%)
SM2WOB 15,1 % 02MG12013
Fecal Dens9v
SM 9221C E MPN 24 M Sol 926 MPN/g 02KW013
ReOort 8 2013 01370 Pace I of 4

F7j
ANALYTICAL ti CONSULTING
CHEMISTS
S A ME, INC.
30M Hall Waters Dr. Suite 100
Wilmington NC 28405
Attention: Rob Willcox
Lab ID Sample 1D: #8
13-03253 Site:
Test
Total Solids (96}
Fecal Density
Lab 10 Sample ID: 07
13-03254 Site:
Test
Total Solids (%)
Fecal Density
Environmental Chemists, Inc.
M+tl2 VVindmill Way + M'ilmtngton, NC 2rul1;
O f1092 n-B (Lab) • (Ylul av2•a424 (Fax)
710Ibwcwrkmii Read • Mintru, NC 27nI54
[phone]
NL771�1'i( C11Y11 l F.kilTk'ATL: b`t4 l)t � (.f:KT1Fll:\TT� N3; ixi
Date of Report: Mar 04, 2013
Customer PO #: 0143
Report #: 2013-01378
Report to: Rob WitlCox
Projeet ID: MCAS-Atlantic Airfield
Coifed Dateirlme Matrix Sampled by
2152013 2:45 PM Solld/Sludge Client
Method Results Date Analyzed
SM 2"0 a 15 5 % 02/06/2013
SM MX E MPH 24 W 503 712 MPN/g 02MM013
Collect Date/Time Matrix Sampled by
2/5/2013 2-45 PM Solid/Sludge Client
Method
SM 2540 a
SM 9221C E MPH 24 tr 503
Results Date Analyzed
19.5 % 021=013
103 MPNIg 02Wt3/2013
Rew 6 2013 01379 Pane 2 0t 4

Environmental Chemists,
Inc.
••
t,d1l�'titultimtH M1,1} • Wilnungion, NC:284tl;
44'dll) iy2.U'??i i1,a�! {ylt'+) .IN'!•a;?•t (I'.1a1
� to
710 iinl+',wrlown Road a At.tnreu. NL 27494
ANALYTICAL d CONSULTING
CHEMISTS
`t !1! Alt [1NQ L'I R'rllll:Cl! t'+1 I1I ti L I•R11FIc A\TF 113772U
S 3 Mf, INC.
Date of Report: Mar 04. 2013
3006 Hall Waters Or, Suite 100
Customer PDX: 0143
Wilmington NC 28405
Report 9: 2013-01378
Attention: Rob Willcox
Report to: Rob Willcox
Project ID: MCAS-Atlantic Airfield
Lab ID Sample to*. Sludge
Collect Datemme Matrix Sampled by
13-03255 Site:
2f512013 2,45 PM Solid/Sludge Client
Test
Method
Results Date Analyzed
Sludge Residuals
Aluminum
EPA 2007
1670mg/kg
022612013
Cadmium
EPA zoo 7
3.62 mglkg
02/142013
Calcium
EPA 200 7
30300 mg/kg
02/2212013
Chromium
EPA 200 7
15.2 mglkg
O2/142013
copper
EPA2007
1880mg/kg
02114/2013
Lead
FPA 200.7
45.2 mg/kg
02/2612013
Magnesium
EPA2007
494mglkg
02/182013
Molybdenum
EPA 200 7
c1,49 mg/kg
02/14/2013
Nickel
EPA = P
14.2 mg/kg
02114/2013
Potassium
EPA 200 7
262 mg/kg
021=013
Selenium
EPA 200 7
223 mglkq
0211412013
Sodium
EPA MT
1390 mglkg
0212212013
Zinc
EPA 200 7
1530 mg/kg
02/14/2013
Arsenic
EPA zoo a
43 6 mg/kg
02/1912013
Ammonia Nitrogen
EPA = $
499 mg/kg
02 14/2013
Total Kjeldahl Nitrogen (TKN)
EPA 3512
16100 mglkg
03101/2013
Nitrate+Nitnte-Nitrogen
EPA 353 2
13.4 mg/kg
02/1612013
Total SoVds (%)
SM 2540 e
5 43 %
02t06t2013
PH
sm isum a e
6,67 units
02MB12013
Total Phosphorus
SM 46M P F
2850 mglkg
021272013
Mercury
SNV046 74718
0.1840 mg/kg
02/062013
PXM3M4
ReW 0 2013 01376

tit
ANALYTICAL & CONSULTING
CHEbISFS
3 IL ME, INC.
3006 Hall Waters Dr. Suite 100
Wilmington NC 28405
Attention Rob Willcox
Lab 10 Sample 1D: Sludge (duplicate)
13-03256 Site:
Environmental Chemists, Inc.
W12 Windmill Wiiv - Wilmington. NC, U40i
(4111i 't�n.il»3 (L.ih) • (41U139�-4 t2a (I'asy
710 %%k%. c►tnwn Rthid - Mantra. N(' 2795d
(252) 473-c 02
NLUENK rJWt C RTIFILATF. +rN r)15 LFRT1l•1t ,%Tk #Ar."+
Test Method
Sludge Residuals
Date of Report: Mar 04, 2013
Customer PO d: 0143
Report #: 2013-01378
Report to: Rob Willcox
Project ID: MCAS-Atiantic Airfield
Collect Date/I"tme Matrix Sampled by
2/5/2013 2AS PM Solid/Sludge Client
Results Date Analyzed
Aluminum
EPA 200 7
1650 mg/kg
02126/2013
Cadmium
EPA 2W 7
1.89 mg/kg
02/14/2013
Calcium
EPA 200 7
145W mg/kg
02122/2013
Chromium
EPA 200 7
7.20 mglkg
02114/2013
Capper
EPA 200 7
907 mg/kg
02/142013
Lead
EPA M 7
23.8 mg/kg
02262013
Magnesium
EPA 200 7
237 mg/kg
02/182013
Molybdenum
EPA 200 7
<0.662 mg/kg
02/14/2013
Nickel
EPA2001
6 85 mg/kg
02/142013
Potassium
EPA 200 7
132 mg/kg
02/222013
Selenium
EPA zoo r
0.923 mg/kg
02/142013
Sodium
EPA zoo 7
609 mg/kg
02/=O 13
Zinc
EPA Zoo 7
706 mg/kg
022612013
Arsenic
EPA 2W 8
22 9 mg/kg
02/192013
Ammonia Nitrogen
EPA 3W 1
244 mglkg
021142013
Total Kieldahl Nitrogen (TKN)
EPA 3512
12100 mg/kg
02272013
Nitrate+Nltrite-Nitrogen
EPA 353 2
2.23 mg/kg
021162013
Total Solids M
si r Mo s
12 2 %
02106MO13
pH
su 45WH 6
6 72 units
02/082013
Total Phosphorus
SM 46W P F
977 mg/kg
02127R013
Mercury
sVvW 74716
0.1310 mg/kg
02MG2013
Comment, Sludge Residuals and Fecal Density reported on a dry weight basis pH reported on an as
received
basis,
Reviewed by:
R"Wt 9 2013.01378 P&P 4014

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

State of North Carolina
i
Division of Water Resources
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 AuDlicant shall submit one orieinal and two conies of the application and
sunnortin 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 "Man Guidance for
Residuals Land ADDlication 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 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: US WAS Cherry Point
Status
Codes
Facility Permit Holder
Facility Name
County
R
US WAS Cherry Point
Cherry Point WWTP
Craven
R
US MCAS Cherry Point
Atlantic Airfield WWTF
Carteret
R
US MCAS Cherry Point
Bogue Airfield WWTF
Carteret
R
US WAS Cherry Point
Piney Island (BT-11) WWTF
Carteret
Maximum Dry Tons Per Year
Permit Number
Current b Proposed
NC0003816
500
WQ0005233
1.19
WQ0004240
3.10
WQ0007217
0.024
a Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted)
b The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility).
SUMMARY FOR FORM: RSC 06-16 Page 1

DWR,_�"
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
1. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Boeue 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: Richard S. Weaver. Environmental Engineer
Complete mailing address: USMC Chem Point, Environmental Affairs Department, PSC Box 8006
City: Cherry Point State: NC Zip: 28533-8006
Telephone number: 252) 466-5917 E-mail address: Richard.weaverfa.usmc.mil
4. Facility physical address: MCALF Boeue
City: Bog_ue State: NC Zip:
Coordinates: Latitude: 34' 41' 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: 0.0088 MGD
8. Average amount of residuals being generated at this facility 1_2 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 la-zoon
II. 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
FORM: RSC 06-16 Page 1 of
5

Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment
of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and
fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under RCRA:
(Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design
flow that treat 100% non -
municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33:
❑ 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: OF (> 140°F)
Passed reactivity test: ❑ yes ❑no. HCN:
mg/kg (<250) & H2S: mg/kg (<500)
TCLP Parameter Limit
Result TCLP Parameter
Limit Result
(mg/1)
(mg/1)
(mg/1) (mg/1)
Arsenic 5.0
Hexachlorobenzene
0.13
Barium 100.0
Hexachloro-1,3-Butadiene
0.5
Benzene 0.5
Hexachloroethane
3.0 i
Cadmium 1.0
Lead
5.0
Carbon Tetrachloride 0.5
Lindane
0.4 J
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
f 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 .1105.
a. For Distribution/Land ADolication: 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
Monthly Average
Result
Concentration Limits
Concentration Limits
(ClassA & ClassB)
(Class A Only)
(mg/kg)
(mg/kg)
(mg/kg)
Arsenic 75
41
<5.03/<5.57
` Cadmium 85
39
15.0/11.4
Copper 4,300
1,500
1,070/784
I Lead 840
300
93.3/70.6
Mercury 57
17
0.5450/0.4120
Molybdenum 1 75
n/a
8.06/6.03
Nickel 420
420
44.2/33.4
Selenium 100
100
8.67/6.24
Zinc 7,500
2,800
1,310/928
b. For Surface Disposal Unit (landtilh: 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 Arsenic
Chromium
Nickel
Unit to Boundary to
Closest Property Line
(meters, check one) (mgAg) (mg/kg)
(mg/kg)
LJ > 0 but < 25
30 200
210 l
❑ > 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
E

5. Nutrient/Micronutrient Determination: Complete the following:
a. Total solids: 3.23 %.
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 11,600/8,920
Ammonia -Nitrogen 906/84.2
' Calcium 85,400/64,400
fMagnesium 3,080/2,290 f
Nitrate -Nitrite Nitrogen 17.4/13.2
pH (Standard Unit) 7.25/7.24
Phosphorus 9,470/12,900
Potassium 2,220/1,890
fSodium 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): 0 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 (11� Year PAN Five -Year
Maximum Adjusted PAN
(mg/kg) (mglkg)
Surface 14,909/11,438 25,120/19,488
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. Pathoeen Reduction: Per 15A NCAC 02T.1106. specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Application of Class A or Equivalent:
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative 1 [15A NCAC 02T.1106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.1106(b)(3)(B)] - Alkaline Treatment.
❑ Alternative 3 [15A NCAC 02T.1106(b)(3)(C)] - Prior Testing for Enteric VirusNiable Helminth Ova.
❑ Alternative 4 [15A NCAC 02T.1106(b)(3)(D)] - No Prior Testing for Enteric VirusNiable Helminth Ova.
❑ Alternative 5 [15A NCAC 02T. 1 106(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.I 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 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 II.8. 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.1107, specify how residuals will meet the VAR requirements:
® Alternative 1 [15A NCAC 02T. I 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. 1 107(a)(5)] - 14-Day Aerobic Processes.
❑ Alternative 6 [15A NCAC 02T.1107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [15A NCAC 02T.1107(a)(7)] - Drying of Stabilized Residuals.
❑ Alternative 8 [15A NCAC 02T.1107(a)(8)] - Drying of Unstabilized Residuals.
❑ Alternative 9 [15A NCAC 02T. 1 107(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. 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

RESIDUAL SOURCE CERTIFICATION SUPPORTING DOCUMENTATION
FOR BOGUE AIRFIELD WWTF
Process Flow Narrative
The 18,000 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. The sludge was
sampled in duplicate so both results are presented on RSC 06-16
for Bogue.
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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CHEMISTS
NCI *%ld 111►V ( 11;1II k AI1' 11114 111 1 E 1 1 It. AIT 0)"71,
S 81AE, INC.
Date of Report: Mar 11. 2013
3006 Hall Waters Dr, Suite 100
Customer PO p: 0143
Wilmington NC 28405
Report P. 2013-01379
Attention, Rob Willcox
Report to: Rob Willcox
Project ID: MCAS4Wgue Airfield
Lab ID Sample 10: rf1
Collect Datef'Tlme matrix Sampled by
13-03257 Site:
215=13 11:49 AM Solld/Sludge Client
Test
Method Results Date Anayzed
Total Solids M
sM 254 B 3.19 % 02106/2013
Fecal Density
SM azz1C E 41PN 24 to 503 2508 MPN/g 02MM013
Lab ID Sample ID: #2
Collect Date/Time Matrix Sampled by
13-03258 Site:
2/5/2013 11:49 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids N
SM 2M B 3.16 % 02MM013
Fecal Density
SM 2221C E ► PN 24 hr 503 9494 MPN/g 029WO13
Lab ID Sample 10: a3
Collect DatelTime Matrix Sampled by
13-03259 Site:
2/5/2013 11 A9 AM Solid/Sludge Client
Test
Method Results Date Anayzed
Total Solids (et)
SM25400 3.34 % 02/06J2013
Fecal Density
Sµ szs1C E MPN 24 hr 503 3593 MPN/g 029MO13
Lab ID Sample ID: #4
Collect DatelTime Matrix Sampled by
13-03260 Site:
2/6M013 11 A9 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids (96}
S%12U0 B 316 % 02MW013
Fecal Density
SMOMICEAPN 24hr503 6646MPN/g 02/0612013
Lab ID Sample ID: #5
Collect Datemme matrix Sampled by
13-03261 Site:
2/5/2013 1149 AM Solid/Sludge Client
Test
Method Results Data Analyzed
Total Solids (%)
SM 2S40 B 3.21 % 029WO13
Fecal Density
SM 0221C E 6PN 24 hr $03 4362 MPN/g 02106/2013
Repon S 7013-01379 Pere t .l 4

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Environmental Chemists, Inc.
6t,02 Windmill Kiv a Wilmtnglnn, NC IM15
(01t11 392-0773 (1. 6) • 0IM) 1,112-4424 (Fati
• 1Y
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710 Dowsrrlown Road • Slaimm, M. 2-,q't4
(2521.473-V7tt2
ANALYTICAL & CONSULTING
CHEMISTS
VL`i CI-14 I'll tt A 1'1 10 1
S a ME, INC.
Date of Report: Mar 11, 2013
3006 Hall Waters Dr, Suite 100
Customer PDX: 0143
Wilmington NC 28405
Report d: 2013-01379
Attention Rob Willcox
Report to: Rob Willcox
Project ID: MCAS-6ogue Airfield
Lab ID Sample ID: 06
Collect Datw7inw Matrix Sampled by
13-03262 $ite:
2/5/2013 11:49 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids (%)
st 250 B 3 30 % 029WO13
Fecal Density
SM 9=1C F MPN 24 tx 503 2425 MPN/g 02/06/2013
Lab ID Sample 10: Ill
Collect Datemme Matrix Sampled by
13-03263 Site:
215/2013 11.49 AM Solid/Sludge Client
Test
Method Resulh; Date Analyzed
Total Solids (%)
sir no s 3.23 % 02MW2013
Fecal Density
SM U21C E MPN 24 M 503 2477 MPN/g 02/06/2013
0
Report I 2013-01379 Pope 2 014

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Environmental Chemists, Inc.
1,02'<<'indoull W,iv • Wilminglon, :vC 284115
110) 392-122.1(I.41) • (910)1924,124 (Fax)
7111 Ekiwsertim. n Road • hlanieu, NC 27454
(2 21) 473.R702
ANALYTICAL A CONSULTING
CHEMISTS
V I)r�K DWQ)CI•RTIFICA71 swi 11IsC fRlllp All,07'_4
S 3 ME, INC.
Date of Report: Mar 11, 2013
3006 Hall Waters Dr. Suite 100
Customer PO d: 0143
Wilmington NC 28405
Report 0: 2013-01379
Attention, Rob Willcox
Report to: Rob Willcox
Project ID: MCAS-Rogue Airfield
Lab ID Sample ID: Sludge
Collect Datemme Matrix Sampled by
13-03264 Site:
2/512013 11:49 AM Solid/Sludge Client
Test
Method
Results Date Analyzed
Sludge Residuals
Aluminum
'EPA 200 7
11600 mglkg
0226/2013
Arsenic
EPA 200 7
<5.03 mglkg
03/182013
Cadmium
E0A2007
15.0mg/kg
02/14/2013
Calcium
EPA 200 7
a5400 mglkg
0211a/2013
Chromium
FPA 200 7
52.5 mg/kg
02/14/2013
Copper
EPA MOT
1070 mg/kg
02/14/2013
Lead
EPA No 7
93.3 mg/kg
0226=13
Magnesium
EPA 2007
3050mg1kg
02/18/2013
Molybdenum
EPA zoo 7
$ 06 mg)kg
02/14/2019
Nickel
EPA 2W 7
44,2 mg/kg
02/142013
Potassium
EPA 200 7
2220 mglkg
02/22/2013
Selenium
EPA 2007
8.67 mglkg
02/14/2013
Sodium
EPA2007
4730mg1kg
02rM2013
Zinc
EPA M 7
1310 mg/kg
02/142013
Ammonia Nitrogen
EPA 350 1
906 mg/kg
02/14/2013
Total Kjeldahl Nitrogen (TKN)
EPA3512
73100 mg/kg
02/27/2013
Nitrate+ N itrite-Nitrogen
EPA3532
17.4mg/kg
02/16/2013
Total Solids
sM25106
1.65 %
02/062013
pH
S11S00"a
7 25 units
02/08/2013
Total Phosphorus
SM 4500 P F
9470 mglkg
02/272013
Mercury
SW6t6 74716
0 5450 mglkg
02/06/2013
R/Pal. 2015.0137V Pape 3 d 4

ANALYTICAL A CONSULTING
CHEMISTS
8 a ME, INC.
3006 Hall Waters Dr. Suite 100
Wilmington NC 28405
Attention, Rob Willcox
Lab ID Sample ID: Sludge (duplicate)
13-03265 Site:
Environmental Chemists, Inc.
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Date of Report: Mar 11, 2013
Customer PO 0: 0143
Report 10% 2013-01379
Report to: Rob Willcox
Project ID: MCAS-8ague Airfield
Collect DatefCilrle Matrix Smnpled by
2/5/2013 11 A9 AM Solid/Sludge Client
Test Method
Sludge Residuals
Results Date Analyzed
Aluminum EPA 2W 7 8920 mglkg 02/i42013
Arc EPA 200 7 <5 57 mg/kg 02/19/2013
Cadmium EPA2007 114 mglkg 02/14/2013
Calcium EPA 200 7 64400 mg/kg 02/18/2013
Chromium EPA 200.7 40.0 mg/kg 02/142013
Copper EPA 200 7 784 mlq/kg 02/14/2013
Lead EPA 200 7 70.6 mglkg 021262013
Maqnesium EPA 2W 7 2290 mglkg 02/1812013
Molybdenum EPA 200 7 6 03 mglkg 02/14/2013
Nickel EPA Zoo 7 33.4 mg/kg 02114/2013
Potassium EPA 2W 7 1890 mglkg 02/222013
Selenium EPA 2W 1 6,24 mg/kg 02/142013
Sodium EPA 200 7 4260 mg/kg 02/222013
Zinc EPA 200 7 920 mg/kg 021142013
Ammonia Nitrogen EPA 3501 84.2 mg/kg 02114/2013
Total Kieldahl Nitrogen (TKN) EPA 3512 57000 mq/kg 031012013
Nitrate+Nitrite-Nitrogen EPA 753 2 13.2 mg/kg 0211612013
Total Solids SM 26400 1.94 % 02/06/2013
PH 5M 45W H B 7.24 units 02/082013
Total Phosphorus SM45W P F 12900 mq/kg 02/27/2013
Mercury SWO46 74719 0 4120 mg/kg 02=12013
Comment Sludge Residuals and Fecal Density reported on a dry weight basis pH reported on an as received
basis
Reviewed by. -4
v
R4W 6 2013-01019 PW 4 of 4

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

DWR
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
supporting documentation
For more information, visit the Water Quality Permitting Section's Non-Discharee Permittine 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 "MaD Guidance for
Residuals Land Aonlication 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 1

RESIDUALS SOURCE FACILITY SUMMARY
Applicant's name: US WAS Cherry Point
CodeStatus a
Facility Permit Holder
Facility Name
R
US MCAS Cherry Point
Cherry Point WWTP
R
US WAS Cherry Point
Atlantic Airfield WWTF
R
US MCAS Cherry Point
Bogue Airfield WWTF
R
US MCAS Cherry Point
Piney Island (BT-11) WWTF
Maximum Dry Tons Per Year 1
County
Permit Number
Current" Proposed
Craven
NC0003816
500
Carteret
WQ0005233
1.19
Carteret
WQ0004240
3.10
Carteret
WQ0007217
0.024
a Status Code for source facility are: ♦ N (New) ♦ R (Renewed) ♦ M (Modified) ♦ D (Deleted)
b The amount of residuals currently permitted for distribution, land application, or disposal (i.e, not applicable to new facility).
SUMMARY FOR FORM: RSC 06-16 Page 1

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources RESIDUALS SOURCE CERTIFICATION
FORM: RSC 06-16
I. RESIDUALS SOURCE -GENERATING FACILITY INFORMATION (See Instruction B.):
1. Facility Name: Piney Island (BT-111 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: Richard S. Weaver. Environmental Eneineer
Complete mailing address: USMC Cherry Point. Environmental Affairs Department. PSC Box 8006
City: Cherry Point State: NC Zip: 28533-8006
Telephone number: 252) 466-5917 E-mail address: richard.weaver(ausmc.mil
4. Facility physical address: n/a
City: Pinev 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, 0 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: 0.00062 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 mallon sei tic tank
II. 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
FORM: RSC 06-16 Page 1 of
5

Note: Biological residuals are residuals that have been generated during the treatment of domestic wastewater, animal
processing wastewater, or the biological treatment of industrial wastewater (biological treatment is a system that utilizes
biological processes including lagoons, activated sludge systems, extended aeration systems, and fixed film systems).
3. Hazardous Waste Determination: Complete the following to demonstrate that the residuals are non -hazardous under RCRA:
(Note - this item does not have to be completed for facilities that are less than 0.5 MGD in design flow that treat 100% non -
municipal, domestic wastewater only)
a. Are the residuals listed in 40 CFR §261.31-§261.33:
❑ 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: mg/kg (<500)
TCLP Parameter Limit
Result TCLP Parameter
Limit Result
(mg/1)
(mg/1)
(mg/1) (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
lChlordane 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
I p-Cresol �y200.0
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 .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
Monthly Average
Result
Concentration Limits
Concentration Limits
(ClassA & ClassB)
(Class A Only)
(mg/kg)
(mgAg)
(mg/kg)
Arsenic 75
41
15.0/17.8
Cadmium 95
39
29.1/30.6
Copper 4,300
1,500
1,040/1,120
ILead 840
300
113/116
Mercury 57
17
0.4650/0.4500
Molybdenum 75
n/a
10.6/13.4 l
Nickel 420
420
48.9/54.3
I Selenium 100
100
<1.55/<2.11
Zinc 7,500
2,800
2,940/3,340 +
b. For Surface Disposal Unit dandlill): 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 Arsenic
Chromium
Nickel
Unit to Boundary to
Closest Property Line
(meters, check one) (mg/kg) (mg/kg)
(mg/kg
' ❑ > 0 but < 25
30 200
210
I ❑ > 25 but < 50
34 220
240
❑ > 50 but < 75
39 260
270
❑ > 75 but < 100
46 300
320
1
❑ > 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: 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 5,490/6,140
' Ammonia -Nitrogen 1,430/786
Calcium 42,800/45,600
Magnesium 9,600/12,500 +
Nitrate -Nitrite Nitrogen 6.51/6.93 j
pH (Standard Unit) 7.05/7.07
Phosphorus 2,260/7,070
Potassium 2,920/3,650
Sodium 40,600/56,000
Total Kjeldahl Nitrogen 5,540/6,250
c. Using the results listed in Item 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 (111) Year PAN Five -Year
Maximum Adjusted PAN
(mg1kg) (mglkg)
Surface 1,544/1,493 2,125/2,266
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. Patho-en Reduction: Per 15A NCAC 02T.1106, specify how residuals will meet the pathogen reduction requirements:
a. For Distribution/Land Avolication of Class A or Eauivalent.
❑ A fecal coliform density that is demonstrated to be less than 1,000 MPN per gram of total dry solids,
or
❑ A salmonella sp. density that is demonstration to be less than 3 MPN per 4 grams of total dry solids.
AND one of the followings (except for non -biological residuals):
❑ Alternative 1 [15A NCAC 02T. I 106(b)(3)(A)] - Time/Temperature Compliance.
❑ Alternative 2 [15A NCAC 02T.I 106(b)(3)(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 Virus/Viable Helminth Ova.
❑ Alternative 5 [15A NCAC 02T.I 106(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.1106(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 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 11.8. below [15A NCAC 02T.1106(a)(2)].
❑ Not Applicable - Non -Biological Residuals with NO Domestic Wastewater Contribution.
8. Vector Attraction Reduction IVARI: Per 15A NCAC 02T.1107, specify how residuals will meet the VAR requirements:
® Alternative 1 [15A NCAC 02T.I 107(a)(1)] - 38% Volatile Solids Reduction (Aerobic/Anaerobic Digestion).
❑ Alternative 2 [15A NCAC 02T.I 107(a)(2)] - 40-Day Bench Scale Test (Anaerobic Digestion).
❑ Alternative 3 [15A NCAC 02T.I 107(a)(3)] - 30-Day Bench Scale Test (Aerobic Digestion).
❑ Alternative 4 [15A NCAC 02T. 1 107(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.I 107(a)(6)] - Alkaline Stabilization.
❑ Alternative 7 [15A NCAC 02T.I 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.1107(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.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

VICINITY MAP FOR PINEY ISLAND (BT-11) WWTF
Source: https://maps.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.8:
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. The sludge was
sampled in duplicate so both results are presented on RSC 06-16
for Piney Island (BT-11).
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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Environmental Chemists, Inc.
wiz I:N1n.til ill W.11 • lviti►►iNisln, NC 281115
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{�11U) �42•Il�i {i,�i1l • {411111)3--IF_{ Ifaa)
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(2121473 ,7112
ANALYTICAL & CONSULTING
CHEMISTS
Kt nFntt I1WQL; 141IFICA1L &ra !11 *CEI 11th y�iR al";:�
S b ME, INC.
Date of Report: Mar 04, 2013
3006 Hall Waters Dr. Suite 100
Customer PDX: 0143
Wilmington NC 28405
Report N: 2013-01440
Attention Rob Willcox
Report to: Rob Willcox
Project 10: MCAS - Piney Island
Lab ID Sample ID: Piney Island
Collect Daterrime Matrix Sampled by
13-03427 Site: 1
216/2013 9,30 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids (%)
sM 2540 a 6,41 % 0210712013
Fecal Density
5M9221C EMPH 24 ur503 4681 MPN/g 02/07/2013
Lab ID Sample ID: Piney island
Collect Datemme Matrix Sampled by
13-03428 Site; 2
2/6/2013 9.30 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 B 6.17 % 02/07/2013
Fecal Density
SM 9221C E MP" 24 hr 503 4863 MPN/g 02/07/2013
Lab ID Sample ID: Piney Island
Collect Date/Time Matrix Sampled by
13-03429 Site: 3
2/6/2013 9,30 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids (%)
SM T540 a 6 23 % 02/07/2013
Fecal Density
SM9221C E MPN 24 e.r 503 17657 MPN1g 02107/2013
Lab ID Sample ID: Piney Island
Collect Date/Time Matrix Sampled by
13.03430 Site: 4
21W2013 9,30 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids (%)
SM 2540 a 6,16 % 02/07/2013
Fecal Density
SM 9221C E MPN 24 K 503 21104 MPN/g 02/07/2013
Lab ID Sample ID: Piney Island
Collect Datemme Matrix Sampled by
13.03431 Site: 5
2/612013 9 30 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids 1 %)
SM 2540 a 6 28 % 02107/2013
Fecal Density
sM 92211, E MPN 24 tv S03 4778 MPN/g 02/07/2013
Nepou r :1:13.01440 Food 101 4

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Environmental Chemists, Inc.
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ANALYTICAL E CONSULTING
CHEMISTS
r'%% i I.141111LAl'I V14 I)I*ILI1011ICAlt'o} 721)
S A ME, INC.
Date of Report: Mar 04, 2013
3006 Hall Waters Dr Suite 100
Customer PO #: 01143
Wilmington NC 20405
Report #: 2013-01440
Attention: Rob Willcox
Report to: Rob Willcox
Project ID: MCAS - Piney Island
l.ab ID Sample ID: Piney Island
Collect Datelrime Matrix Sampled by
13.03432 Site: 6
2/8/20113 9 30 AM Solid/Sludge Client
Test
Method Results Date Analyzed
Total Solids 1%}
SM 2540 0 6.13 % 02/07/2013
Fecal Density
SLIi22)CEMPN 2AWSM 2121 MPN1g 02/07/2013
Lab ID Sample ID: Piney Island
Collect Daterrime MaWx Sampled by
13-03433 Site: 7
2/6/2013 9.30 AM Solid/Sludge Client
Test
Total Solids (%}
Fecal Density
Method
SM 2540 8
SM 6221 C E MPN 24 iw SO
Results Date Analyzed
5 94 % 02/0712013
8418 MPN/g 02►0712013
Report 2 2013 01440 Pape 2 of 4

s- - Environmental Chemists, Inc.
`'" ^� ` �► +.. W12 Windmill Way • liVilmington. NC 28405
v (910) Z92.0221(Lib) • (910) 3924424 (Fax)
710 Wwwrlumi Road • Mantra, NC 27954
ANALYTICAL 6 CONSULTING (2.S2) 473-r,
CHEMISTS NCUI:!%'R C)WQ ('I-RTIIICA1'E M94. DI S CERTIPICATE sif- .9
S A ME, INC.
Date of Report: Mar 04, 2013
3006 Hall Waters Dr_ Suite 100
Customer PO #: 0143
Wilmington NC 20405
Report 0: 2013-01440
Attention' Rob Willcox
Report to: Rob Willcox
Project 10: MCAS - Piney Island
Lob ID Sample 10: Piney Island
Collect Datemme Matrix Sampled by
13-03434 Site: Sludge
2162013 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 20D,7
15.0 mg/kg
0226/2013
Cadmium
EPA 2W 7
29.1 mg/kg
02/142013
Calcium
EPA 200 7
42800 mg/kg
02/22/2013
Chromium
EPA 200 7
718 mg/kg
02/1412013
Copper
EPA 2W 7
1040 mglkg
02/14/2013
Lead
EPA 200 7
113 mg/kg
0226/2013
Magnesium
EPA 2D0 7
9600 mg/kg
02/182013
Molybdenum
EPA 2W 7
10.6 mg/kg
02/14/2013
Nickel
EPA 2007
48.9mg/kg
02/142013
Potassium
EPA 200 7
2920 mg/kg
02122/2013
Selenium
EPA 200.7
<1.55 mg/kg
02/142013
Sodium
EPA 200 7
40600 mg/kg
02122/2013
Zinc
EPA 2W 7
2940 mg/kp
02/14/2013
Ammonia Nitrogen
EPA 350'
1430 mglkg
02/1412013
Total Kjeldahl Nitrogen (TKN)
EPA 35' 2
5540 mglkg
02262013
Nitrale+Nitrite-Nitrogen
EPA 3532
6 51 mg/kg
02116/2013
Total Solids (%)
sM 25409
5,81 %
0210712013
PH
sM 45W H e
7.05 units
02/08=13
Total Phosphorus
SM 45M P F
2260 mg/kg
02127/2013
Mercury
swNe 7471 s
0.4650 mg/kg
0228/2013
ReW . 2013•Dt4,t0
PaOe'f at 4

Environmental Chemists, Inc.
t 602 Windmill Way • Wilmington, NC 26405
192-U2.231t;b) • 1410) ;1`)2- 424 (l•ta)
" Ar
' 710 Bow4ertuwn Road • Manteu, ABC 27454
ANALYTICAL A CONSULTING 1252) 473-5702
%CnENR pW(1�IH11hIC`11'r.tniT DLSCPRTIFICAI'Ca1?7_4
S & ME, INC. Date of Report: Mar 04, 2013
3006 Hall Waters Dr Sude 100 Customer PO N: 0143
Wilmington NC 28405 Report 0: 2013-01440
Attention Rob Willcox Report to: Rob Willcox
Project ID: MCAS - Piney Island
Lab ID Sample ID: Piney Island Collect Date/Time Matrix Sampled by
13-03435 Site: Sludge -Duplicate 2/6/2013 9.30 AM Solid/Sludge Client
Test Method Results Date Analyzed
Sludge Residuals
Aluminum
EPA 200 7
6140 mg/kg
02/262013
Arsenic
EPA zoo 7
17.6 mg/kg
02/26/2013
Cadmium
EPA 200 7
30.6 mg/kg
02/14/2013
Calcium
EPA 2WY
45600 mglkg
0222/2013
Chromium
EPA 2007
79,6 mg/kg
02/142013
Copper
EPA 200 7
1120 mg/kg
02/14/2013
Lead
EPA 2007
116 mg/kg
02/262013
Magnesium
EPA 2007
12500mq/kg
02/18/2013
Molybdenum
EPA 2007
13.4 mg/kg
02/142013
Nickel
EPA 2W 7
54.3 mg/kg
02/142013
Potassium
EPA 200 7
3650 mglkg
02/222013
Selenium
VA2007
<2<11 mg/kg
02/142013
Sodium
EPA 2007
56000 mg/kg
0222/2013
Zinc
EPA Too 7
3340 mg/kg
02/142013
Ammonia Nitrogen
EPA 350 !
766 mg/kg
02/142 lu
Total Kieldehl Nitrogen (TKN)
EPA SSt 2
6250 mglkg
0227/2013
Nitrate+Nitnte-Nitrogen
EPA 3S3 2
6 93 mg/kg
02/16/2013
Total Solids
sM 254a a
4,22 %
02/072013
pH
sia 4UG K B
7.07 units
02/082013
Total Phosphorus
sfa isga P f
7070 mg/kg
02/272013
Mercury
swe4e 767 re
0 4500 mq/kg
02/28/2013
Comment- Sludge Residuals and Fecal Density reported on a dry weight basis, pH reported on an as received
basis
Reviewed by,
I
Reow l 20f3.Oimu page A of A

OPERATIONS & MAINTENANCE PLAN

OPERATION AND MAINTENANCE MANUAL
FOR
LAND APPLICATION OF RESIDUALS
Version 1.2
MARINE CORPS AIR STATION
CHERRY POINT, NC
Prepared by:
Timothy O. Lawrence
Updated by Richard S. Weaver
EAD, MCAS Cherry Point
March 18, 2024
1

Table of Contents
Objective.......................................................................................................................................................3
Scope.............................................................................................................................................................3
Roles& Responsibility...................................................................................................................................3
Introduction...................................................................................................................................................3
Field#1..........................................................................................................................................................5
Field#2..........................................................................................................................................................6
Field#3..........................................................................................................................................................6
Field#4..........................................................................................................................................................7
Field#5..........................................................................................................................................................8
Field#6..........................................................................................................................................................8
Field#7..........................................................................................................................................................9
Field#8..........................................................................................................................................................9
Field#9........................................................................................................................................................11
Field#10......................................................................................................................................................12
WastewaterPlant........................................................................................................................................13
Monitoringand Sampling............................................................................................................................14
OutlyingField Residuals..............................................................................................................................15
LandApplication..........................................................................................................................................15
LandApplication Contractor.......................................................................................................................15
CoverCrop...................................................................................................................................................16
BoundaryMarkings.....................................................................................................................................16
FieldClosure................................................................................................................................................16
Spills& Incidents.........................................................................................................................................16
Reports........................................................................................................................................................17
Security........................................................................................................................................................17
AirfieldOperations......................................................................................................................................17
PotentialHazards........................................................................................................................................17
PersonalProtection Equipment (PPE).........................................................................................................18
Maintenance...............................................................................................................................................18
Manufacturer's Literature...........................................................................................................................18
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
NC0003816 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 W00001489 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 0&M. The 2024 permit renewal/modification
requests the activation of Fields #8 and #10, and the removal of Fields #5 and #6 from the permit.
3

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 US Army Corps of Engineers (AoCE).
Photo 1: Map of Land Application Fields
Note: Field hatching is approximate.
4

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 511 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.
5

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.
Taxiway D Field 97
a
Runway 3L. 1 / F
H
1
Field #2
tiYAL
South Pad
MW 12
Contractor
Lay down
r ' Field #3
Marylou Rd —�
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 (134786), 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.
2

Photo 4: Map of Land Application Field #3.
Note: Field outlines are approximate.
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 (134786), and follow Antelope Rd to
runway 32Lprior 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.
7

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 (134786), 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. Due to the inability to use this field because of the high water
table, MCAS Cherry Point requests the removal of this field from the permit.
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 (84786), and follow Antelope Rd to runway 321-prior to
8

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. Due to the inability to use this field because of the high water
table, MCAS Cherry Point requests the removal of this field from the permit.
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 64.44 usable acres. This field is currently inactive and MCAS Cherry Point
requests the activation of this Field within the 2024 permit renewal/modification. 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 was 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. Additional monitoring wells needs to be performed to properly
monitor contaminants in the groundwater based on the typography of the field. MCAS Cherry Point
requests the addition of monitoring wells 14, 15, 16 and 17 for this purpose.
�]

Photo 6: Map of Land Application Field #7.
Note: Field outlines are approximate.
10

Photo 7: Map of Land Application Field #8.
Note: Field outlines are approximate.
Field #9
Field #9 was removed from the permit during the 2019 permit renewal. 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.
11

Photo 8: Map of Land Application Field #9 (removed from permit).
Note: Field outlines are approximate.
Field #10
Field #10 encompasses 109.6 usable acres and is divided into four sections noted as 10a, 10b,10c, and
10d. This field is currently inactive and MCAS Cherry Point request activation of this field within the
2024 permit renewal/modification. The sections are located at the end of runway 511 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 was field was 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 and the activation of MW-6 and MW-13 shall occur. A permit modification to reduce
the permitted area is included with the 2024 permit renewal/modification.
12

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 ORC 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.
13

Blending Tanks
w `�
t
Residuals Loading Area
Holding Tank1d s`•w �q
lie -
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-I, 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. MCAS Cherry Point us requesting
the installation and use of MW-6 with the activation of Field #10 along with MW-13 and two future
wells MW-4, and MW-7. The 2024 permit renewal/modification requests the removal of Fields #5 and
#6 from the permit and thus the de -activation of MW-1, MW-2, and MW-3. For the activation of Field #8
and Field #10, we request the activation and/or construction of MW-6, MW-8, MW-9, MW-10, MW-11,
MW-12, and MW-13, and the construction of MW-14 through 17. 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.
14

The permit required sampling will be supervised by the Facilities' Laboratory, contact Mike McGee at
466-4889.
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 ACoE.
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 %2 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 ACoE. The contractor also provides the
required lime for treatment and transports the residuals from the WWTP to the land application fields.
The current ACoE contact is Shari Kennedy (251-285-9368). The contracted land applier is currently
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
15

3. Field applied to per event
4. Weather data during event
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).
Boundary Markings
All active fields 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.
16

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.
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.
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.
17

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.
18

CURRENT PERMIT
(WQ0001489)

ROY COOPER
Governor
MICHAEL S. RECAN
5—wary
LINDA CULPEPPER
Director
NORTH CAROLINA
vAvftmmwad Quallty
May 30, 2019
CHARLES E. SCHULTz — DEPUTY FACILITIES DIRECTOR
US MCAS CHERRY POW
PSC BOX 8006
CHERRY POW, NORTH CAROLINA 28533-0006
Subject: Permit No. WQ0001489
US MCAS Cherry Point RLAP
Land Application of
Class B Residuals
Craven County
Dear Mr. Schultz:
In accordance with your permit renewal request received January 31, 2019, and subsequent
additional information received May 3, 2019, we are forwarding herewith Permit No. WQ0001489 dated
May 30, 2019, to US MCAS Cherry Point for the continued operation of the subject residuals management
program.
Modifications to the subject permit are as follows: Removal of Field 9 totaling 28 acres in Craven
County.
This permit shall be effective from the date of issuance through September 30, 2024, shall void
Permit No. WQ0001489 issued May 16, 2014, and shall be subject to the conditions and limitations as
specified therein. The Permittee shall submit a. renewal application no later than April 3, 2024.
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, 2018, North Carolina Administrative Code Title 15A Subchapter
02T — Waste not Discharged to Surface Waters was readopted. Accordingly, this permit incorporates the
requirements of these rules, therefore, please take the time to review this permit thoroughly.
The Division has removed the following permit conditions since the last permit issuance dated
May 16, 2014:
➢ Old Conditions I.1., I.3. and I.4. —All three conditions have been met.
➢ Old Condition 11.9. — Replaced by Condition 11.9.
➢ Old Condition Ill.10. —Redundant since covered by Old Condition In.I 1.h. and Condition
111.101.
➢ Old Condition 1H.11.h. —Replaced by Condition IH,10.k.
D ;, North Carolina Department of Environmental Quality I Division of Water Resources
_ E512 North Salisbury Street 1 1617 Mali 5erviee Center I Mcfyh, North Caroftna 27699-1617
IQ:
919,707.9000

Mr. Charles E. Schulz
May 30, 2019
Page 2 of 3
➢ Old Condition I11.13 . — How public access restrictions are to be applied is no longer specified.
➢ Old Condition IV.10. —Replaced by Condition I.I.
➢ Old Condition IV.12. — Replaced by Condition IV.12.
➢ Old Condition VI.2. — This permit is not voidable.
The following permit conditions are new since the last permit issuance dated May 16, 2014:
➢ Conditions I.1., I.2., I.3. —These are conditions that are to be fulfilled if monitoring wells MW-
6 and MW-7 are installed, namely a requirement for Washington Regional Office approval,
submission of a site map of monitoring well locations, and submission of construction record
form GW-1, respectively.
➢ Condition 111.9. — This condition specifies the new setback requirements for residuals
application fields.
➢ Condition 111.10.1. — This condition lists watersheds in which new land application sites may
not be located.
➢ Condition 111.1l.c. — This condition specified public access restrictions for dedicated
application fields.
➢ Condition IV.9. — The Compliance Well Construction Record Form, GW-1, and the
Compliance Monitoring Form, GW-59, are to be submitted either prior to or at the time of the
first monitoring report required in Condition W.7.
➢ Condition IV.12. — One paper copy and one electronic copy (pdf) of the annual report shall be
submitted.
➢ Condition VI.8. — This condition states that the permit shall not be renewed if the Permittee or
any affiliation has not paid the required annual fee.
➢ Attachment B — Removal of field 9 as described above.
➢ Attachment C — Addition of Footnote 8 for minimum pH.
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 ofthe North
Carolina General Statutes, and filed with the Office of Administrative Hearings at 6714 Mail Service
Center, Raleigh, NC 27699-6714. Otherwise, this permit shall be final and binding.

Mr. Charles E. Schulz
May 30, 2019
Page 3 of 3
If you need additional information concerning this permit, please contact Troy Doby at (919) 707-
3655 or trov.dobv(wncdenr.eov.
Sincerely,
Linda Culpepper, Director
V Division of Water Resources
cc: Craven County Health Department (Electronic Copy)
Washington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Beth Buffington — Protection and Enforcement Branch (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

TITS PAGE .BLANK

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
LAND APPLICATION OF CLASS B RESIDUALS PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
US MICAS 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 fields listed in Attachment B, with no discharge of wastes to surface waters, pursuant to the
application received January 31, 2019, subsequent additional information received May 3, 2019, and in
conformity with other supporting data subsequently filed and approved by the Department of
Environmental Quality and considered a part of this permit. The disposal of residuals is regulated under
Title 40 Code of Federal Regulations Part 503. This permit does not exempt the Permittee from complying
with Federal Regulation 40 CFR Part 503.
This permit shall be effective from the date of issuance through September 30, 2024, shall void Permit No.
WQ0001489 issued May 16, 2014, and shall be subject to the following conditions and limitations:
I. SCHEDULES
1. The Washington Regional Office, telephone number [phone], shall approve monitoring wells
MW-6 and MW-7 prior to installation, and the monitoring wells shall be installed prior to application
of residuals on Field 10 in Attachment B, Monitoring wells MW-6 and MW-7 shall be located at the
review boundary of Field 10. The Washington Regional Office shall be notified at least two business
days in advance of constriction of any monitoring well. The monitoring wells shall be constructed
such that the water level in the well is never above or below the screened portion of the well, and in
accordance with 15A NCAC 02C .0108. The general location and Division -approved name for each
monitoring well is on Figure 10. [15A NCAC 02C .0108, 02T .0108(b)(1)(B)]
WQ0001489 Version 4.0 Shell Version 181130 Page 1 of 13

2. Within 90 days of completing installation of monitoring wells MW-6 and MW-7, the Permittee shall
submit two original copies and one digital copy 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. The
map shall include the following information:
a. Legend, north arrow, scale, and legible in black and white.
b. Topographic contour intervals not exceeding 10 feet or 25 percent of total site relief.
c. All habitable residences or places of assembly within 500 feet of the land application site.
d. Location of all wells, streams (ephemeral, intermittent, and perennial), springs, lakes, ponds,
ditches, and other surface drainage features within 500 feet of the land application site.
e. Location and identification of each monitoring well (identify any background/upgradient wells).
f. Latitude and longitude coordinates of each monitoring wells (decimal degrees to the sixth decimal
degree and in NAD83).
g. Location and identification of major components of the waste disposal system.
h. The perimeter of all land application sites with field names (named according to the approved
permit)
i. Location and ownership of property boundaries within 500 feet of the land application site
(including road/rail right-of-ways and easements).
j. Latitude and longitude ofthe established horizontal control monument (decimal degrees to the sixth
decimal degree).
k. Elevation of the top of the well casing (i.e., measuring point) relative to a common datum.
t. Depth of water below the measuring point at the time the measuring point is established.
in. Delineation of the compliance and review boundaries.
n. Distance measurements verifying all setbacks are being met.
o. Stormwater drainage controls.
p. 100-year floodplain.
q. The date the map is prepared and/or revised.
Boundaries and physical features not under purview of other licensed professions shall be provided by
a Professional Surveyor. 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, Non -
Discharge Branch, 1617 Mail Service Center, Raleigh, NC 27699-1617, or Non-
ae.Revorts<@jicdenr.aov. [15A NCAC 02C .0105(f), 02T .0108(bxl)(B)]
3. Within 30 days of construction, a Well Construction Record (Form GW-1) listing this permit number
and the appropriate monitoring well identification number shall be completed for each well constructed,
and mailed to the Division of Water Resources, Non -Discharge Branch, 1617 Mail Service Center,
Raleigh, NC 27699-1617, or Non-Discharge.Reportsancdenr.iLor. A North Carolina Certified Well
Contractor shall construct the monitoring wells according to the North Carolina Well Construction
Standards (15A NCAC 02C .0113) and local county rules. [15A NCAC 02C .0113, 02T
.0108(b)(1)(B)]
4. The Permittee shall request renewal of this permit on Division -approved forms no later than April 3,
2024. [15A NCAC 02T .0105(b), 02T ,0109]
H. PERFORMANCE STANDARDS
1. The Permittee shall maintain and operate the subject residuals management program so there is no
discharge to surface waters, nor any contravention of groundwater or surface water standards. In the
event the residuals management program fails to perform satisfactorily, including the creation of
nuisance conditions due to improper operation and maintenance, the Permittee shall immediately cease
land applying residuals, take immediate corrective actions, and contact the Washington Regional Office
supervisor. [15A NCAC 02T .0108(b)(IXA)]
WQ0001489 Version 4.0 Shell Version IS1130 Page 2 of 13

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. [15A NCAC 02T
.0108(b)(1 XA)]
3. Groundwater monitoring wells 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. [15A NCAC 02C .0108]
4. Only residuals generated by the facilities listed in Attachment A are approved for land application in
accordance with this permit. [15A NCAC 02T .1101]
5. Only the fields listed in Attachment B are approved for residuals land application. [G.S. 143-
215.1(ax9)]
6. Pollutant concentrations in residuals land applied to the sites listed in Attachment B shall not exceed
the following Ceiling Concentrations or Cumulative Pollutant Loading Rates (CPLRs), on a dry
weight basis:
Ceiling Cumulative Pollutant Loading Rates
Concentration
Parameter
(mg/kg)
(kg/ha)
(!bs/ac)
41
Arsenic
75
36
85
Cadmium
39
34
4,300
Copper
1,500
1,338
267
Lead
840
300
17
Mercury
57
15
Molybdenum
75
N/A
N/A
Nickel 420 420
374
Selenium 100 100
89
Zinc 7,500 2,800
2,498
The Permittee shall determine compliance with the CPLRs using one of the following methods:
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 has not occurred or for which the required data is incomplete,
by determining background concentrations through representative soil sampling.
[15A NCAC 02T .1105(a), 02T .1105(b)]
7. Class B biological residuals shall meet the pathogen reduction requirements in 15A NCAC 02T .1106
(b). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T .1106(b),
02T .1106(d)]
8. Class B biological residuals shall meet one of the vector attraction reduction alternatives in 15A NCAC
02T .1107(a). Exemptions to this requirement shall be specified in Attachment A. [15A NCAC 02T
.1107(a), 02T .1107(c)]
WQ0001489 Version 4.0 Shell Version 181130 Page 3 of 13

9. Setbacks for Class B land application sites are as follows (all distances in feet):
Surface
Irrigation
Injection /
Application
Surface
Incorporation
by Vehicle
Application
i. Each habitable residence or place of assembly
400
400
200
under separate ownership:
ii. Each habitable residence or places of assembly
owned by the Permittee, the owner of the land,
0
200
0
or the lessee or operator of the land:
iii. Each property line:
501
150
50'
iv. Public right of way:
50
50
50
v. Each private or public water supply source:
100
100
100
vi. Surface waters such as intermittent and
perennial streams, perennial waterbodies, and
32.8
32.8
32.8
wetlands:
vii. Surface water diversions such as ephemeral
25
25
25
streams, waterways, and ditches:
viii. Groundwater lowering ditches where the
25
100
25
bottom of the ditch intersects the SHWT:
ix. Subsurface groundwater lowering systems:
0
100
0
x. Each well with exception of monitoring wells:
100
100
100
xi. Bedrock outcrops:
25
25
25
xii. Top of slope of embankments or cuts of two
15
15
15
feet or more in vertical height:
xiii.Each building foundation or basement:
0
15
0
xiv. Each water' line:
0
10
0
xv. Nitrification field:
0
20
0
Setbacks to property lines are not applicable when
the Permittee, or the entity from which the
Permittee is leasing, owns both parcels separated by the property line.
[I5A NCAC 02T .1108(c)]
10. Class B land application areas shall be clearly marked on each site prior to and during any residuals
application event. [15A NCAC 02T .0110(g)]
WQ0001489 Version 4.0 Shell Version 181130 Page 4 of 13

11. 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 (hitp://nutrients.sir-I.-...,acsR.edu/y-ieldS/inL'. >::.;' : ). A copy
shall be kept on file and reprinted every five years in accordance with Condition IV.6.
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
(http-//www.ncaizr.g.ov/SWC./t`ech/documents/9th Guidance Doe 100109.pd -).
iii. Certified Nutrient Management Plan as outlined by the Natural Resources Conservation
Services (MRCS). These plans must meet the USDA-NRCS 590 Nutrient Management
Standards (`If.//f p-fc.sc.etov.usda.eovP..:' .-D/practice-standards/r Is/5904• .; _
d. If the RYE and appropriate nutrient application rates cannot be determined, the Permittee shall
contact the Division to determine necessary action.
[15ANCAC 02T .1109(aXl)(K)]
12. When residuals are land applied to grazed pasture, hay crop realistic nitrogen rate shall be reduced by
25%. [15A NCAC 02T .0108(bxl)(A)]
13. If residuals laud application sites are to be over -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. [15A NCAC 02T .0108(b)(IXA)]
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 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. 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. [15A NCAC
02T .0108(bXl)(A)]
15. Residuals land application fields permitted on or after December 30,1983 have a compliance boundary
that is 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. Any exceedance of groundwater standards
at or beyond the compliance boundary shall require corrective action. Division -approved relocation of
the compliance boundary shall be noted in Attachment B. Multiple contiguous properties under
common ownership and permitted for use as a disposal system shall be treated as a single property with
regard to determination of a compliance boundary. [15A NCAC 02L .0106(d)(2), 02L .0107(b), 02T
.0105(h), G.S. 143-215.1(i), G.S. 143-215.1(k)]
WQ0001489 Version 4.0 Shell Version 181130 Page 5 of 13

16. The review boundary is midway between the compliance boundary and the residual land application
area. Any exceedance of groundwater standards at or beyond the review boundary shall require
preventative action. [15A NCAC 02L .0106(dxl), 02L .0108]
M. OPERATION AND MAINTENANCE REL. �UIREMENTS
1. The Permittee shall operate and maintain the residuals management program as a non -discharge system.
[15A NCAC 02T .1100]
2. The Permittee shall notify the Washington Regional Office, telephone number [phone], and the
appropriate local government official (i.e., county manager, city manager, or health director) at least
two business days in advance of a site's initial residuals land application event. [15A NCAC 02T
.0108(b)(1)(A)]
3. The Permittee shall notify the Washington Regional Office, telephone number [phone], at least
one business day in advance of conducting any land application activity. Notification shall include the
anticipated application date, time, and field name as listed in Attachment B. Exceptions to this
requirement shall be approved by the Washington Regional Office. [15A NCAC 02T .0108(b)(1xA)]
4. The Permittee shall maintain a Division -approved Operation and Maintenance Plan that shall include:
a. Description of the program, and associated facilities and equipment, in sufficient detail to show
what operations are necessary for the program to function and by whom the functions are to be
conducted;
b. Description of anticipated maintenance of facilities and equipment associated with the program;
c. Include provisions for safety measures, including restriction of access to sites and equipment;
d. Spill control provisions:
i. Response to upsets and bypasses including control, containment, and remediation; and
ii. Contact information for plant personnel, emergency responders, and regulatory agencies;
e. Detailed inspection procedures:
i. Names or titles of personnel responsible for conducting inspections;
ii. Frequency and location of inspections, and procedures to assure that the selected locations and
inspection frequency are representative of the residuals management program; and
iii. Description of record keeping and actions to be taken by the inspector in the event that
noncompliance is observed;
f. Detailed sampling and monitoring procedures:
i. Names or titles of personnel responsible for conducting sampling and monitoring;
ii. Description of monitoring procedures including parameters to be monitored; and
iii. Sampling frequency and procedures to assure that representative samples are 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.
[15A NCAC 02T .I I I0(a)]
5. Upon the Water Pollution Control System Operators Certification Commission's (WPCSOCC)
classification of the residuals management program, the Permittee shall designate and employ a
certified operator in responsible charge (ORC), and one or more certified operators as back-up ORCs.
The ORC or their back-up shall visit the facilities in accordance with 15A NCAC 08G 0204 and shall
comply with all other requirement in 15A NCAC 08G 0204. [15A NCAC 02T .0117, 08G .0204]
WQ0001489 Version 4.0 Shell Version 181130 Page 6 of 13

6. The Permittee shall ensure that a copy of this permit and the Division -approved Operation and
Maintenance Plan is available when land applying residuals. [15A NCAC 02T .1110(b)]
7. The Permittee shall ensure that spill control provisions are available when residuals are transported or
land applied. [15A NCAC 02T .1110(a)(4)]
8. Class B residuals shall not be stored or staged at any land application site without prior written approval
from the Division. Class B residuals approved for storage shall be stored or staged in a manner to
prevent runoff of leachate and other wastewaters generated. [ 15A NCAC 02T .1110(c), 02T .1110(e)]
9. Adequate measures shall be taken to prevent wind erosion and runoff from the land application sites
listed in Attachment B. [15A NCAC 02T .0108(b)(1)(A)]
10. Class B residuals shall not be land applied under the following conditions:
a. If the residuals are likely to adversely affect a threatened or endangered species listed under section
4 of the Endangered Species Act or its designated critical habitat;
b. If the application causes 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 residuals are injected or incorporated within a 24-
hour period following a residuals land application event;
f. During precipitation events, or within 24 hours following a rainfall event of 0.5 inches or greater
in a 24-hour period;
g. If the slope of the land is greater than 10% when liquid residuals are surface applied, or if the slope
of the land is greater than 18% when liquid residuals are injected or incorporated;
h. If the land does not have an established vegetative cover crop unless the land is a Division -approved
no -till site, or the residuals are incorporated within a 24-hour period following the injection or
application of residuals;
i. If the vertical separation of the seasonal high water table and the depth of residuals application is
less than one foot;
j. If the vertical separation of the depth to bedrock and the depth of residuals application is less than
one foot;
k. If the application exceeds agronomic rates;
1. If the land application sites are located within a WS-I watershed pursuant to 15A NCAC 02B .0212
or within the Critical Area of a WS-II pursuant to Sub -Item (4)(g) of Rule 15A NCAC 02B .0212,
or within the Critical Area of a WS-III or WS-IV watershed pursuant to Sub -Item (4)(h) of Rules
15A NCAC 02B .0215, and .0216.
[15A NCAC 02T .1109(a)(1)]
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11. Class B land application sites shall have the following public access restrictions:
a. Public access to public contact sites shall be restricted for one calendar year 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;
c. Public access to land associated with a dedicated land application site shall be restricted
continuously while the land is permitted for active use, and for one calendar year after the final
land application of residuals.
[ 15A NCAC 02T .1109(a)(2)]
12. Class B land application sites shall have the following harvesting and grazing restrictions:
a. Animals shall not be allowed to graze on land for 30 calendar days after any Iand application of
residuals;
b. Food crops, feed crops, and fiber crops shall not be harvested for 30 calendar days after any land
application of residuals;
c. Food crops with harvested parts that touch the mixture of residuals and soil and are totally above
the land surface shall not be harvested for 14 months after any land application of residuals;
d. Food crops with harvested parts below the land surface shall not be harvested for 20 months after
any land application of residuals if the residuals remain on the land surface for four months or
longer prior to incorporation into the soil;
e. Food crops with harvested parts below the land surface shall not be harvested for 3 8 months after
any land application of residuals ifthe residuals remain on the land surface for less than four months
prior to incorporation into the soil; and
f. Turf grown on land where residuals are applied shall not be harvested for one calendar year after
any land application of residuals.
[15A NCAC 02T .1109(a)(3)]
13. 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 Plan (CMP), Waste Utilization Plan
(WUP) or Certified Nutrient Management Plan (CNMP) shall also be considered a Nutrient
Management Plan. [15A NCAC 02T .0108(b)(1)(A), 02T .1104(c)(3)]
14. Class B residuals shall not be land applied to the fields listed in Attachment B unless the Land Owner
Agreement between the Pennittee and the respective field owners or lessees/operators of the land
application site is valid. The Land Owner Agreements shall expire concurrent with the permit
expiration date of September 30, 2024. [15A NCAC 02T .1104(c)(4)]
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IV. MONTPORING AND REPORTING RE: UIRF,MENTS
1. The Permittee shall conduct and report any Division required monitoring necessary to evaluate this
program's impact on groundwater and surface water. [15A NCAC 02T .0108(c)]
2. The residuals from each source generating facility shall be analyzed to demonstrate they are non-
hazardous under the Resource Conservation and Recovery Act (RCRA). Residuals that test or are
classified as a hazardous or toxic waste under 40 CFR Part 261 shall not be land applied. The analyses
(i.e., 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 five years. Any exemptions from the requirements in this condition shall be specified in Attachment
A. The TCLP analysis shall include the following parameters, and the Federal regulatory level (mg/L)
is in parentheses:
Arsenic 1,4-Dichlorobenzene (7.5)
Barium 1,2-Dichloroethane (0.5)
Benzene 1,1-Dichloroethylene (0.7)
Cadmium I 2,4 Dinitrotoluene (0.13)
Carbon tetrachloride (0.5)
Chlordane (0.03)
Endrin (0.02)
Heptachlor (and its epoxide)
Nitrobenzene (2.0)
Pentachlorophenol (100.0)
Pyridine (5.0)
Selenium (1.0)
Silver (5.0)
Tetrachloroethylene (0.7)
Chlorobenzene (100.0)
Hexachlorobenzene (0.13)
Toxaphene (0.5)
Chloroform (6.0)
Hexachlorobutadiene (0.5)
Trichloroethylene (0.5)
Chromium (5.0)
Hexachloroethane (3.0)
2,4,5-Trichlorophenol (400.0)
2,4,6-Trichlorophenol (2.0)
m-Cresol (200.0)
Lead (5.0)
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)
[15A NCAC 13A .0102(b), 02T .1101, 02T .1105]
3. The residuals from each source generating facility shall be analyzed at the frequency specified in
Attachment A, and the Permittee shall maintain the results for a minimum of five years. Each analysis
shall include the following parameters:
Aluminum
Ammonia -Nitrogen
Mercury
Potassium
Molybdenum
Selenium
Arsenic
Cadmium
Nickel
Sodium
Sodium Adsorption Ratio
(SAR)
TKN
Nitrate -Nitrite Nitrogen
Percent Total Solids
Calcium
Copper pH
Lead Phosphorus
Magnesium Plant Available Nitrogen
Zinc
[15A NCAC 02T .1101]
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Residuals shall be monitored for compliance with pathogen and vector attraction reduction
requirements at the frequency specified in Attachment A. The monitoring results shall specify the
stabilization process utilized, and demonstrate compliance with the Class B pathogen reduction
requirements in 15A NCAC 02T .1106(b), and one vector attraction reduction requirement in 15A
NCAC 02T .1107(a) shall be met. Any exemptions from the requirements in this condition shall be
specified in Attachment A. [15A NCAC 02T .1106(b), 02T .1107(a), 02T .1111(c)]
5. An annual representative soils analysis (i.e., Standard Soil Fertility Analysis) shall be conducted on
each land application site listed in Attachment B that received residuals during the calendar year. This
analysis shall be in accordance with the soil sampling guidance located in the Sampling Instructions
section of the NC Department of Agriculture & Consumer Services' website
(htto://www.neaar.eov/ae'ronomi/oubs.htm). The Permittee shall maintain these results for a period of
no less than five years, and these results shall be made available to the Division upon request. Each
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
pH
[15A NCAC 02T .0108(c), 15A NCAC 02T .1111(d)]
6. Representative samples of residuals that are prepared for land application shall be collected and
analyzed. [15A NCAC 02T .1111(a)]
7. Monitoring wells MW-6 and MW-7 shall be sampled after construction, and within three months prior
to initiating residual application operations. Monitoring wells MW-6 and MW-7 shall be sampled
thereafter at the frequencies and for the parameters specified in Attachment C. All mammine. well
construction forms. well abandonment forms, and monitoring data shall refer to the Hermit number and
the well nomenclature as. rovided in Attachment C and Figure 10. [15A NCAC 02T .0105(m)]
8. Monitoring wells MW-1, MW-2, MW-3, and MW-5 shall be sampled at the frequencies and for the
parameters specified in Attachment C. Al. 1 manning, well construction forms well abandonment forms
and monitoring data shall refer to the permit number and the well nomenclature as � rovided in
Attachment C and Figure 1. [15A NCAC 02T .0105(m)]
9. For initial sampling of monitoring wells MW-6 and MW-7, 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
maybe returned to the Permittee without being processed. [ 15A NCAC 02T .0105(m)]
10. 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 permit 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 27699-1617
[15A NCAC 02T .0105(m)]
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11. The Permittee shall maintain records for all residual land application events. These records shall
include the following:
a. Residuals source (as listed in Attachment A);
b. Date of application;
c. Location of land application (field name as listed in Attachment B);
d. Approximate acreage applied;
e. Method of application;
f. Weather conditions;
g. Dominant soil series,
h. Soil conditions;
i. Proposed crop;
j. Nitrogen Application Rate based on RYES;
k. Volume of residuals applied per acre in gallons, cubic yards, dry tons, or wet tons;
1. Volume of animal waste or other nutrient source applied per acie in gallons, cubic yards, dry tons,
or wet tons;
in. Volume of soil amendments applied per acre in gallons, cubic yards, dry tons, or wet tons; and
n. Annual and cumulative totals applied to each field for the following:
i. Class A and Class B residuals (dry tons per acre);
ii. Animal waste and other sources of nutrients (dry tons per acre);
iii. Heavy metals as specified in Condition U.5. (pounds per acre);
iv. Plant available nitrogen (pounds per acre); and
v. Phosphorus (pounds per acre).
[15A NCAC 02T .0108(c)]
12. One hard copy and one electronic copy of an annual report shall be submitted on or before March 11.
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
httn://deQ.nacov/about/divisions/water-resources/water-resources-Dermits/waste-,yater-branch/non-
ischarne-nermittina-unit/renortinr--forms, or can be obtained by contacting the Non -Discharge Branch
directly. The annual report shall be submitted to the following address:
Division of Water Resources
Information Processing Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[15A NCAC 02T .111 l(d)]
13. Noncompliance Notification
The Permittee shall report to the Washington Regional Office, telephone number [phone],
within 24 hours of first knowledge of the:
a. Any process unit failure (e.g., mechanical, electrical, etc.) rendering the facility incapable of
adequate residual treatment.
b. Any failure resulting in a discharge to surface waters.
c. Any time self -monitoring indicates the program has gone out of compliance with its permit
limitations.
d. Land application of residuals abnormal in quantity or characteristic.
e. Any discharge from a vehicle or piping system transporting residuals.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at telephone number [phone], [phone], or [phone]. All
noncompliance notifications shall file a written report to the Washington Regional Office within five
days of first knowledge of the occurrence, and this report shall outline the actions proposed or taken to
ensure the problem does not recur. [15A NCAC 02T .0108(bXlXA)]
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V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the storage,
distribution, and application facilities. [15A NCAC 02T .1110(f)]
2. The Permittee shall inspect the residuals storage, transport, and application facilities to prevent
malfunctions, facility deterioration, and operator errors that may result in discharges of wastes to the
environment, threats to human health, or public nuisances: The Permittee shall maintain an inspection
log that includes the date and time of inspection, observations made, and maintenance, repairs, or
corrective actions taken. The Permittee shall maintain this inspection log for a period of five years
from the date of inspection, and this log shall be made available to the Division upon request. [15A
NCAC 02T .0108(bxl)(A), 02T .1110(f)]
Division authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the land application sites or facilities permitted herein at any
reasonable time for determining compliance with this permit. Division authorized representatives may
inspect or copy records maintained under the terms and conditions of this permit, and may collect
groundwater, surface water, or leachate samples. [G.S. 143-215.3(a)(2)]
VI. GENERAL CONDITIONS
1. Failure to comply with the conditions and limitations contained herein may subject the Permittee to a
Division enforcement action. [G.S. 143-215.6A, 143-215.6B, 143-215.6C]
2. This permit is effective only with respect to the nature and volume of wastes described in the permit
application, and Division -approved plans and specifications. [G.S. 143-2 15. 1 (d)]
3. Unless specifically requested and approved in this permit, there are no variances to administrative codes
or general statutes governing the construction or operation of the facilities permitted herein. [I SA
NCAC 02T .0105(n)]
4. The issuance of this permit does not exempt the Permittee from complying with all statutes, rules,
regulations, or ordinances that other jurisdictional government agencies (e.g., local, state, and federal)
may require. [15A NCAC 02T .0105(c)(6)]
S. If the permitted residuals program change ownership, or the Permittee changes their name, the
Permittee shall submit a permit modification request on Division -approved forms. The Permittee shall
comply with all terms and conditions of this permit until the permit is transferred to the successor -
owner. [G.S_ 143-215.1(d3)]
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6. This permit is subject to revocation or modification upon 60-day notice from the Division Director, in
whole or part for:
a. violation of any terms or conditions of this permit or Administrative Code Title 15A Subchapter
02T;
b. obtaining a permit by misrepresentation or failure to disclose all relevant facts;
c. the Permittee's refusal to allow authorized Department employees upon presentation of credentials:
i. to enter the Permittee's premises where a system is located or where any records are required
to be kept;
ii. to have access to any permit required documents and records;
iii. to inspect any monitoring equipment or method as required in this permit; or
iv. to sample any pollutants;
d. the Permittee's failure to pay the annual fee for administering and compliance monitoring; or
e. a Division determination that the conditions of this permit are in conflict with North Carolina
Administrative Code or General Statutes.
[ 15A NCAC 02T .0110]
7. Unless the Division Director grants a variance, expansion of the facilities permitted herein shall not
occur if any of the following apply:
a. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has been convicted of
environmental crimes under G.S. 143-215.6B, or under Federal law that would otherwise be
prosecuted under G.S. 143-215.6B, and all appeals of this conviction have been abandoned or
exhausted.
b. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has previously abandoned
a wastewater treatment facility without properly closing the facility.
c. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid a civil
penalty, and all appeals of this penalty have been abandoned or exhausted.
d. The Permittee or any parent, subsidiary, or other affiliate of the Permittee is currently not compliant
with any compliance schedule in a permit, settlement agreement, or order.
e. The Permittee or any parent, subsidiary, or other affiliate of the Permittee has not paid an annual
fee.
[I SA NCAC 02T .0120(b), 02T .0120(d)]
8. This permit shall not be renewed if the Permittee or any affiliation has not paid the required annual fee.
[15A NCAC 02T .0120(c)]
Permit issued this the 30* day of May 2019
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�,mda Culpepper, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0001489
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THIS PAGE BLANK

ATTACHMENT A — APPROVED RESIDUAL SOURCES
US WAS Cherry Point
Certification Date: May 30, 2019
Permit Number: WQ0001489 Version: 4.0
Maximum I Monitoring
Permit Biological Frequency for
Monitoring
Frequency for
Owner Facility Name County Dry Tons
Number Residuals
Year 1 Non-hazardou z
Metals and
per
Characteristics
Nutrients s
US MCAS Cherry Point Cherry Point W WTP Craven NC0003816 Yes 500 Once per permit
See Table Below
US MCAS Cherry Point Bogue Airfield W WTF Craven WQ0004240 Yes 3.10 Once per permit
See Table Below
US MCAS Chary Point Atlantic Airfield W WTF Craven WQ0005233 Yes 1.19 Once per permit
See Table Below
US WAS Cherry Point Piney Island (BT-11) WWTF Craven WQ0007217 Yes 0.024 Once per permit
See Table Below
Total �_ 50L314
1. Maximum Dry Tons per Year is the amount of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and corrosivity) as stipulated under permit Condition IV.2.
3. Testing of metals and nutrients as stipulated under permit Condition IV.3.
4. Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IVA.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below, unless specified above.
Dry Tons Applied Monitoring Frequency
Dry Tons Applied (metric tons) (short tons per year) (40 CFR 503 and 15A NCAC 02T
.1111 c
< 290 < 319 1 Once per year (Annually)
Monitoring
Frequency for
Approved
Pathogen &
Mineralization
Vector Attraction
Rate
Reductions 4, s
See Table Below
0.3
See Table Below
0.3
See Table Below
0.3
See Table Below
0.3
>_ 290 to < 1,500 >_ 319 to < 1,650 Once per quarts (4 x Year)
>_ 1,500 to < 15,000 > 1,650 to < 16,500 Once per 60 days (6 x Year)
> 15,000 >_ 16,500 Once per month (12 x Year)
If no land application events occur during a required sampling period (e.g., no land application occur during an entire year when annual monitoring is required), then no sampling data is
required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to United States Environmental
Protection Agency (US EPA) may be required to make up the missed sampling. Contact the US EPA for additional information.
WQ0001489 Version 4.0 Attachment A Page 1 of 1

ATTACIflKENT B — APPROVED LAND APPLICATION SITES
US MCAS Cherry Point — US MCAS Cherry Point RLAP
Field
Owner
1 United States of America
2 United States of America
3 United States of America
4
United States of America
5
United States of America
6
United States of America
7
8
10
United States of America
United States of America
United States of America
Total
Lessee
County
Latitude
Craven
34.8957580
Craven
34.8957390
Craven
Craven
34.8914190
34.8862970
Craven
34.8835890
Craven
34.8854610
Craven
34.8986140
Craven
1 Craven
34.9207810
34.8873640
Certification Date: May 30, 2019
Permit Number: WQ0001489
Version: 4.0
Net
Longitude Acreage
i
Dominant Soil Series
Figure
-76.882589° 1
44.94
RA — Rains
1,2
-76.877303'
23.40
�� NoA - Norfolk
1,3
-76.8712670
16.80
NoA — Norfolk
1,4
-76.8649970
8.00
BrB - Bragg
1,5
-76.8614940
24.00
BrB — Bragg
1,6
1,7
-76.8615610
8.10
BrB — Bragg
-76.8746080
35.00
NoA — Norfolk
BrB - Bragg
RA — Rains
1,8
-76.8622670
110.00
119.00
1,9
1,10
-76.8962890
f
I 389.24
WQ0001489 Version 4.0 Attachment B Page 1 of 1

ATTACHMENT C — Groundwater Monitoring and Limitations
Permit Number: WQ0001489 Version: 4.0
Monitoring Wells: MW-1, MW-2, MW-3, MW-5, MW-6, and MW-7
GROUNDWATER CHARACTERISTICS GROUNDWATER STANDARDS MONITORING REQUIREMENTS
PCS Code Parameter Description Daily Maximum Frequency Measurement Sample Type Footnotes
00690 1 Carbon, Tot Organic (TOC) mg/L 3 x Year Grab I 1,6
00940 Chloride (as Cl) 250 mg/L 3 x Year Grab 1
31616 Coliform, Fecal MF, M-FC Broth, 44.5 °C #/100 mL 3 x Year Grab 1
00610 Nitrogen, Ammonia Total (as N) 1.5 mg/L 3 x Year Grab 1
00620 Nitrogen, Nitrate Total (as N) 10 mg/L 3 x Year Grab 1
00400 pFI 6.5-8.5 su 3 x Year Grab 1, 2, 8
00665 Phosphorus, Total (as P) mg/L 3 x Year Grab 1
70300 Solids, Total Dissolved -180 °C 500 nng/L 3 x Year Grab 1
GWVOC Volatile Compounds (GW) Present: Yes/No Annually Grab 1, 4, 5
82546 Water Level, Distance from measuring point feet 3 x Year Calculated 1, 2, 3
I . 3 x Year monitoring shall be conducted in February, June, and October; Annual monitoring shall be conducted in October.
2. The measurement of water levels shall be made prior to purging the wells. The depth to water in each well shall be measured from the surveyed point on the top of the casing. The measurement of
pH shall be made after purging and prior to sampling for the remaining parameters.
3. The measuring points (top of well casing) of all monitoring wells shall be surveyed to provide the relative elevation of the measuring point for each monitoring well. The measuring points (top of
casing) of all monitoring wells shall be surveyed relative to a common datum.
4. Volatile Organic Compounds (VOC) - In October only, analyze by one of the following methods:
a. Standard Method 6230D, PQL at 0.5 µg/L or less
b. Standard Method 6210D, PQL at 0.5 µg/L or less
c. EPA Method 8021, Low Concentration, PQL at 0.5 µg/L or less
d. EPA Method 8260, Low Concentration, PQI. at 0.5 µg/L or less
e. Another method with prior approval by the Water Quality Permitting Section Chief
Any method used shall meet the following qualifications:
a. A laboratory shall be DWR certified to run any method used.
b. The method used shall include all the constituents listed in Table VH1 of Standard Method 6230D.
c. The method used shall provide a PQL of 0.5 µg/L or less that shall be supported by laboratory proficiency studies as required by the DWR Laboratory Certification Unit. Any constituents
detected above the MDL but below the PQL of 0.5 µg/L shall be qualified (estimated) and reported.
5. If any volatile organic compounds (VOC) are detected as a result of monitoring as provided in Attachment C, then the Washington Regional Office supervisor, telephone number [phone],
shall be contacted immediately for further instructions regarding any additional follow-up analyses required.
6. If TOC concentrations greater than 10 mg/L are detected in any downgradient monitoring well, additional sampling and analysis shall be conducted to identify the individual constituents comprising
this TOC concentration. If the TOC concentration as measured in the background monitor well exceeds 10 mg/L, this concentration will be taken to represent the naturally occurring TOC
concentration. Any exceedances of this naturally occurring TOC concentration in the downgradient wells shall be subject to the additional sampling and analysis as described above.
7. Monitoring wells shall be reported consistent with the nomenclature and location information provided in Figures 5, 6, 7, 9 and this attachment.
WQ0001489 Version 4.0 Attachment C Page 1 of 2

ATTACHMENT C — Groundwater Monitoring and Limitations
Monitoring Wells: MW-1, MW-2, MW-3, MW-5, MW-6, and MW-7
Permit Number: WQ0001489 Version: 4.0
The fields contain USDA utisols soils with a pH of 4.5 to 7.6. Because the background pH levels are naturally occurring below the pH 6.5 minimum value, there is no minimum pH
value required.
WQ0001489 Version 4.0 Attachment C Page 2 of 2

-- VV00001489
Land Application
''•, } '� Field #1
• �. Application Area
�•• •` and Setbacks
f �
J
•�'• f' r.. t1.�te.ROW ' Figure 2
f.r '_ s` - • ti1300AkaaRtAlwattdwwn
Nton•Pbsrbta 1Mda WA
180 so 0 1eo 320 aao tiro Feet
r Vn mftArea
r : Notes:
f, : , , ('. . +► BDoterswbr OMeh 1) Poeftn of Ramer, and Compliance
boundadsa am oppemdmale and for rariaw only.
CompW" timmdary is placed at gb nmoundhM
stonrwwwler dMehes,
� l 2) PZ 1 is a ple¢ometar vad b measure YM
(ParnYlbd41.114 Beal) / Y sepaitatlon between sewsonM high water table
and • .. of residuals.
3) M%13 is an tmW manilartng well
. Review Boia+drry Field 2
AcUm
{ 't (Pw ffftd 23.40 wens)
--t MCAS Cherry Point
�" .. MWF13 ` . PZA .�
�t
Oc/ .
,ell
r ' Slamsaalsr DNeh •....,„.� .."
FM 10 s ` ._�...���...
hum" J _ — „
(PwtmMlwd 110.0

Held 1
Aethro
MemciNd 41.24 awes)
'= Land Application
_ s ; Field # 2
Application Area
` and Setbacks
Figure 3
0
Fields
3lba/later Dlah r AoILI
(Aafelllea 1a.00 awes)
13065 0 130 260 390 B20 Feet
Notes:
1) P0511 t of Review and Cempbirtce
bm mdarles e►e eppmodmate end for review O*.
ComplWme booadwy to plaaad at Um eammmhtg
etonnwa6er dih %NK
2) PZ2 is a pk=mtw teed to mmm vertical
sopartalloe between aeesonsl high water tabie
end d"M of mWdtasls.
3) MVV-12 is on Und nwnhwMg wel
MCAS Cherry Point
rw� r

.,. V'40000'1489
Land Application
Field # 3
Mw,o Application Area
FW 2 t� used) •
• and Setbacks
Figure 4
MYV 12 8brnr.*. DNrhh
t
13055 0 130 280 300 520 Fat
AMm
*�. — --� Plolsx
.h �► i `. i eS S- �. -,,'� - 1) Poebon of aevlew and CwVbnm
bounduin am aWoWnvft and for review only.
•� Complame boundary Is Placed st the summndhy
. _ •� `C '= . �.:4 .4 �'�� •, atottrrtrapr ddchn. . . � iUrntaralar0itch
2) P2.9 i• a piemmster wad to tnasaure verkml
xx 1 V i, «• �., seI , b I between saeswid high water table
? ,' : ;: +• and dmM a1.aNduala. 3) MYW 1-12 ad MW 10 an wad monibihq welb.
1 C, iy; it,�. Y;, �+ ►tw. . ♦ Am
(2.0 Acraa) 1,
• 9ouMary
Mary Lees Roads Ravlsw
MCAS Chevy Point
r'• CamPtYrrax 8otsdary
wy �
LA
fv
+ •, «~^ � :' «.—ems...:...
y j t?ietrAoa Goad

�^''�� t +'phi, � �a• th ;'l.
. r

PWd4 FbW 0
WON
Adke (Pwmbmd LIO sores)7J
(Pwmlfad ILOO
ti
Ilk
P
stud"
SwAm Fey
Mry 101
PAM
WQ0001489
Land Application
Field # 5
Application Area
and Setbacks
Figure 6
210108 a 210 420 ON UO Feet
1) P*IVJ*n of RWAW and Complence
bawAsdu an appmxh4b and Im review onV.
CWWR� bmff"y Is Omwd atIm wm=Wkw
sbmwmW dkhm
2) PU le a plema»6er used 1ommure-gm
baaaeanml tfth %wbr We
mW dWM of
3) NW O and MW4 m und mmmmN waft
4) RW 05 IN hMn and no WW UM due in
W wvW Wft mid prone to floodk%
am)
Legend
MCAS Cherry PoInt

1,
ti
FMd4
Acme
(PenNlled BAD acres)
Field6
lam.
(Pexmilted t.iD sass)
• a• Unusable AM r �� •(
ua merml
PZ-0
'b \,
I fiMd d
bndin
(Parmltbd 24.W usaa)
W00001489
Land Application
Field # S
Application Area
and Setbacks
Figure 7
100 Sd 0 100 200 300 40OFeet
Nobs:
1) Peatlan of Review and Compliance
boundarlm are appr "d nab and for review only.
Compfanee boundary is placed at the surrmrndtng
st mmvmW dWm.
2) PZ 6 Is a plem acw used to messum Yertleel
sepwbftn bftvw memmal high vveEx table
mind dqffi of reddak
3) MW3 and MWO am used maworarg wafts.
4) FMW #0 Is Insedve and no Im W used due to
runway approach byh ft, high watertable and
prone b loodfe.
WAS Cherry Point
M041
bttwtq� ,
SRAWAMUL
4 rMwrrro.o.,..c.e
rr. �r�w..wwaaw�

geld 7 I
ACM
(Pam bed 36.00 acres)
ROM 2 � tRlvlaw
ACM
(ftmMed 23.40 mcm)
i -- a `4
4�
W00001489
Land Application
Field # 7
Application Area
and Setbacks
Figure 8
12682.50 125 250 375 600 Foot
f4dw
1) PONIIM Of ROWew and C&MIanm
bwjn* n am aad for refto ony
Camplw= boundary to plaaad at the wrrourKft
atornwmW dilwa
2) MW-11 Is an used rno fthtp rrel.
MCAs Cherry Point
r.uw..nrw�.r
raw�WW�
� w•.rr�rrw
.rti..r...rr.rT.."..T..w. r
r�rw w
rrw�r •�r..w
•..� r�.�r.�rrr
s�rr�r

'-Y"V00001489
Land Application
Field # 8
Application Area
and Setbacks
Figure 9
M 125 0 2W M 7b0 1,000 Feet
Notes:
1) Padba of Ravtsw and Comphance
boundadss are apploldma0e and br revlew only.
COMPIUM
mnvd0af�es is � at the a rraandMg
2) Fletd#8 Is InecM and wM ragoke rexavey to
deletmba wdmbta aceage end a so ansysm
wndueled prior b being Ufted.
MCAS Cherry Point
1pR rr�wr�YYppy��A
YAI�IYY�YrY1pYYlrrl�y
YMMMY�IP Y�IYIYf M Mryl�
T�wYYY�IWY�
YeYw�.g�I�I
Yr11� YYrY►MYIYIIYAYIY

f bOd 1
Adift
(Pam~ 44.94 Ims)
FIW 10
IIIaCOYa lP _ M&Ad MO mums) "4f
00001489
Land Application
Field # 10
Application Area
and Setbacks
Figure 10
32t1GM M M US 1,MFeet
Notes:
F 1) Pamtttorr at Review and Complence
boundmies we spprwdmsfa cad for Nvlew only.
IComohnsm, boundsfy is placed at #e suimndhg
4 Field it a Is k ec m end WN "WN resurvey to
daIMnrlre subtle escape and a son wo"ro
conducted pdorto bebg ufted.
9) Mm y Lou Rd Is b be NdW*d In Nhea MILWN
Majea This raeepreaeM wll move R out orthe
4) No MrVIence or review bowdwfes are thoem es
the hm Is k wfivs and wm require raswveyfnp
prior to Martian.
Legend
© Adrt98orxrj Mib.,Ft svetlon
z - k Form
MCAS cherry Pant
WF