WQ0044495_Application (FTSE)_20230530

Wa00qQ9Q5
Mr. Robert Tankard
North Carolina Department of
Environmental Quality.
Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
Dear Mr. Tankard,
UNITED STATES MARINE CORPS
MARINE CORPS AIR STATION
POSTAL SERVICE CENTER BOX 8003
CHERRY POINT, NORTH CAROLINA 28533 03
RECEM/NCDENR/DWR
MAY 3 0 2023
Water Quality
Regional Operations Section
Washington Regional Office
IN REPLY REFER TO:
5090/07109
LN
May 7, 2023
Marine Corps Air Station Cherry Point (Permit WQCS00067) submits the attached Fast Track
Application for P-239 Flightline Utility Modernization project. This project consists of the replacement of
existing gravity sewer pipes that are in poor condition and constructing an oily water separator for
the wash rack servicing hangar 1665. Flow from this oily water separator and wash rack will be
redirected to the sanitary sewer collection system from our industrial wastewater collection
system.
Enclosed are an original and one copy of the Fast Track Sewer System Extension Application (FTA 06-
21) which includes the Flow Tracking/Acceptance for Sewer Extension Application (FTSE 04-16) and a
map of the location. Also included is a check for the application fee of $480.00. The documents were
prepared and sealed by registered professional engineer, Noah Guthrie, who represents the contracted
design fum, Burns and McDonnell.
If you have questions regarding this application submittal, please contact Mr. Richard Weaver of the
Environmental Affairs Department at [phone] at your earliest convenience.
Sincerely,
OV(A.-ECE
Dep'uoacilities birector
By direction of the
Commanding Officer
Enclosures

D]NR
State of North Carolina
tment of Environmental Quality
Division of Water Resources
FAS R SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: F� 21 & SUPPORTING DOCUMENTATION
Regkinal p "' miry
This application is for sewer extensions involving gravity sewer! mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the req ents of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravily Sewer & Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, 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 requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may he digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Utter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessaryfor clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form VIA 05-21):
® Submit the completed and, appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may he made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
❑ The Project Name in Item 11.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
❑ The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Eng_cteer.
❑ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), 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).
INSTRUCTIONS FOR FORM: FTA 06-21 & SUPPORTING DOCUMENTATION Page 1 of

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
® Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems ew bsite
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Ralelah Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bartle, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pander
[phone]
[phone] Fax
Winston-Salem Reglonal Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources
D,vW. --R
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ZDIvislon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR) ,G W (4 " 1 4CE
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Marine Corps Air Station Cherry Point (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
® Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Anthony A. Ference per 15A NCAC 02T .0106(b)
Title: Deputy Facilities Director by direction of the Commanding Officer
4. Applicant's mailing address: 4223 Access Road PSC Box 8006
City: MCAS Cherry Point State: NC Zip: 28533-0006
5. Applicant's contact information:
Phone number: 252) 466-5917 Email Address: anthony.ferenceAusmc.mil
H. PROJECT INFORMATION:
1. Project name: P-239 Flightline Utility Modernization
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Craven
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.90' Longitude:-76.89'
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION: /
1. Professional Engineer: Noah Guthrie License Number: 047811 'J
Firm: Burns & McDonnell
Mailing address: 110 Franklin Rd SE, Suite 700
City: Roanoke State: Virginia Zip: 24011-
Phone number: 540 759-5114 Email Address: ntguthrieAbumsmcd.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION: IX
1. Facility Name: USMCAS Cherry Point WWTP Permit Number: NC0003816
Owner Name: Commanding Officer Marine Corps Air Station, Cherry Point
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: inch ❑ Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00067
Owner Name(s): MCAS Cherry Point
FORM: FTA 06-21 Pagel of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes [:]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Qperational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Qperational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ® Other (Explain in Attachment)
5. Nature of wastewater: % Domestic % Commercial 100 %.Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this application /
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow
No. of Units
Flow
gaU
GPD
gaU
GPD
gaU
GPD
gal/
GPD
gaU
GPD
gaU
GPD
Total
GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
® Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
l
Size (inches)
Length (feet)
Material
8
570
DIP
10
4,800
DIP
12
410
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VM. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): 0 gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B):
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305 ftl)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the,applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (gl? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g_), see Section X.1 of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check `yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpagg
2. Does this project comply with the minimum separation requirements for water mains? ®yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
c�
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(61(additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravi1y Sewer Minimum Desist► Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for .review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and proiects requirine a variance approval may be subject to longer
review times For projects requiring two or more variances or where the variance is determined by the Division to be a
siunificant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, Noah Guthrie , attest that this application for P-239 Flightline Utility Modernization
(Professional Engineer's name from Application Item Ill. 1.) (Project Name from Application Item II.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification per 15A NCAC 02T .0106(b):
FE S R9`
AL = =_
a 78y11 =
�z •. fi" 17//100 ,r �
NG
I, Anthony A. Ference , attest that this application for P-239 Flightline Utility Modernization _
(Signature Authority Name from Application Item U.) (Project Name from Application Item IL 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is .subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that 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
package 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 General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: ^;23
FORM: FTA 06-21 Page 5 of 5

ATTACHMENT
VI. GENERAL REQUIREMENTS
4. Origin of wastewater
Sewer system is located on MCAS Cherry point which contains the following types of facilities:
a)
Aircraft wash racks
b)
Hangars
c)
Office buildings
d)
Test cells
e)
Warehouses
f)
Lab Building
7. Wastewater Generated
a) Proposed OWS for Hangar 1665 aircraft wash rack sees flows from both aircraft washing and
rainfall. The flow from rainfall should be minimal due to a cover and curbing. The
anticipated volume is 1,000 gpd.
IX. SETBACKS & SEPARATIONS
Storm sewers and other utilities not listed below (vertical) - 24 inches separation required
All sanitary sewers shall be Ductile Iron Pipe.
Final earth grade (vertical) - 36 Inches separation required
All sanitary sewer shall be Ductile Iron Pipe.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
bivision of Water RLesources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: USMC Air Station Cherry Point
Project Name for which flow is being requested: P-239 Flightline Utility Modernization
More than one ME maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: USMCAS Cherry Point WWTP
b. WWTP Facility Permit #: NC0003816
All flows are in MGD
c. WWTP facility's permitted flow 3.5 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0%
e. WWTP facility's actual avg. flow 1.0 MGD
f. Total flow for this specific request- 0 MGD
g. Total actual and obligated flows to the facility 1.0 MGD
h. Percent of permitted flow used 29%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (13) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / p fl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
4259 1.8 0.72 0.4 0 0.4 0.32
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service-
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): USMCAC Cherry Point WWTP
Downstream Permit Number: NC0003816
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I AA)- HO,'J'( A. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and II
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing Official
S—g'-a 3
Date
Page 2 of 6
FTSE 04-16

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c

STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
SYSTEM -WIDE COLLECTION SYSTEM 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 the
United States Marine Corps
MCAS Cherry Point
WQCS00067
FOR THE
operation and maintenance of a wastewater collection system consisting of, at the time of permit issuance,
approximately 56.9 miles of gravity sewer, approximately 30.1 miles of force main, 11 simplex pump
.stations that discharge to a pressure sewer and serve a single building and 1 simplex pump station without
permanent pump reliability that serve more than one building, 62 duplex pump stations, and all associated
piping, valves, and appurtenances required to make a complete and operational wastewater collection
system to serve the MCAS Cherry Point and any deemed permitted satellite communities, pursuant to the
application received February 8, 2016, and in conformity with the documents referenced therein and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from August 1, 2016 until July 31, 2024, and shall be subject to the following
specified conditions and limitations:
Page 1 of 7

' I. PERFORMANCE STANDARDS
1. The sewage and wastewater collected by this system shall be treated in the properly permitted
Wastewater Treatment Facility identified in the permit application and documented in the Division's
database. [15A NCAC 02T .0108 (b)]
2. The wastewater collection system shall be effectively managed, maintained and operated at all times
to prevent discharge to land or surface waters, and to prevent, any contravention of groundwater
standards or surface water standards. In the event that the wastewater collection system fails to
perform satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate
actions as per the Response Action Plan (Condition II(9)), as well as any actions that may be required by
the Division of Water Resources (Division), such as the construction of additional or replacement sewer
lines and/or equipment. [15A NCAC 02T .0108 (b)]
3. The Permittee shall establish by ordinance, inter -local agreement or contract its legal authority to
require new sewers be properly constructed; to ensure proper inspection and testing of sewer mains
and service laterals; to address flows from satellite systems and to take enforcement action as required
by Condition 1(4). [GS. 143-23.5.98; G.S. 143-235.1(f)(1)]
4. The Permittee shall develop and implement an educational fats, oils and grease program that shall
include at least semiannual distribution of educational material targeted at both residential and non-
residential users. The Permittee shall also develop and implement an enforceable fats, oils and grease
programfor non-residential users under which the Permittee can take enforcement against users who
have not properly installed, operated and maintained grease traps or grease interceptors as directed
or otherwise violated the terms of the enforcement program pertaining to fats, oils and grease.
[15A NCAC 02T .0108 (b)]
5. The Permittee shall adopt and implement a Capital Improvement Plan (CIP) to designate funding for
reinvestment into the wastewater collection system infrastructure. The CIP should address the short-
term needs and long -tern "master plan" concepts. The CIP should typically cover a three to fire year
period and include a goal statement, description of the project area, description of the existing facilities,
known deficiencies (over a reasonable period) and forecasted future needs. Cost analysis is Integral to
the CIP. [G.5. 143-215.913]
6. Overflow piping from manholes and pump stations, excluding piping to approved equalization
structures, known or discovered after permit issuance shall be immediately removed or permanently
capped. Plugged or valved emergency pumping connections are allowable for portable pumping or
rerouting without intentionally bypassing the wastewater treatment facility.
[15A NCAC 02T .0108 (b)]
7. The Permittee shall maintain a contingency plan for pump failure at each pump station. If one of the
pumps in a pump station containing multiple pumps fails, the process of repairing or replacing the pump
shall be initiated immediately and .the new parts or pump shall be Installed as soon as possible. The
permittee shall provide justification for delay in initiating the process for repair or replacement at the
Division's request. If the pump in a simplex pump station serving more than a single building or pump
stations not capable of pumping at a rate of 2.5 times the average daily flow rate with the largest pump
out of service fails, it shall be replaced immediately. [15A NCAC 02T .0305 (h) (1)]
Page 2 of 7

B. Each pump station shall be clearly and conspicuously posted with a pump station identifier and an
emergency contact telephone number at which an individual who can initiate or, perform emergency
service for the wastewater collection system 24 hours per day, seven days per week can be contacted.
This emergency contact telephone number shall be coupled with instructions that the emergency
contact should be called if the visual. alarm illuminates,, If the.audible alarm sounds,'or if an emergency
is apparent. [15A NCAC 02T .0305 (h) (2)]
9. Pump station sites, equipment and components shall have restricted access.
[15A NCAC 02T .0305 (h) (4)]
10. Pump stations that do not employ an automatic polling feature (i.e. routine contact with pump stations
from a central location to check operational status of the communication system) shall have both
audible and visual high water alarms. The alarms shall be weather-proof and placed in a clear and
conspicuous location. Permits issued for the construction of pump stations that included high water
alarms in the description must maintain the alarms even if simple telemetry (i.e. notification of an alarm
condition Initiated by the pump station control feature) is Installed.
[15A NCAC 02T .0305 (h) (1)]
11. For all newly constructed, modified and rehabilitated pump stations, all equipment and components
shall be sealed within a corrosion -resistant coating or encasement to the extent practicable and
equivalent to the minimum design criteria unless the permittee can demonstrate it is not practicable
or another form of corrosion resistance is employed. [15A NCAC 02T .0108 (b)]
II. OPERATION AND MAINTENANCE REQUIREMENTS
1. Upon classification of the collection system by the Water Pollution Control System Operators
Certification Commission (WPCSOCC), the Permittee shall designate and employ a certified operator to
be In responsible charge (ORC) and one or more certified operators) to be back-up ORC(s) of the
facilities in accordance with 15A NCAC 8G .0201. The ORC shall visit the system within 24 hours of
knowledge of a bypass, spill, or overflow of wastewater from the system, unless visited by the Back -Up
ORC, and shall comply with all other conditions of 15A NCAC SG .0204.
[15A NCAC 08G .0200 et-seq.]
2. The Permittee shall develop and adhere to a schedule for reviewing all inspection, maintenance,
operational and complaint logs. If the review process results in the Identification of any recurring
problem in the wastewater collection system that cannot be resolved In a short time period, the
Permlttee shall establish a plan for addressing the problem(s). [15A NCAC 02T .0108 (b)]
3. The Permittee shall develop and adhere to a schedule for testing emergency and standby equipment.
[15A NCAC 02T .0108 (b)]
4. The Permittee shall develop and implement a routine pump station inspection and maintenance
program which shall include the following maintenance activities:
a. Cleaning and removing debris from the pump station structure, outside perimeter, and wet
well;
b. Inspecting and exercising all valves;
c. Inspecting and lubricating pumps and other mechanical equipment; and
d. Verifying the proper operation of the alarms, telemetry system and auxiliary equipment.
[15A NCAC 02T .0108 (b)]
Page 3 of 7

S. For each pump station without pump reliability (i.e. simplex pump stations serving more than a single
building or pump stations not capable of pumping at a rate of 2.5 times the average daily flow rate with
the largest pump out of service), at least one fully operational spare pump capable of pumping peak
flow shall be maintained on hand. [15A NCAC 02T .0305 (h) (1) (A)]
6. The Permittee shall maintain on hand at least two percent of the number of pumps installed, but no
less than two pumps, that discharge to a pressure sewer and serve a single building, unless the;
Permittee has the ability to purchase and install a replacement pump within 24 hours of first knowledge
of the simplex pump failure or within the storage capacity provided in"a sewer line extension permit.
[15A NCAC 02T .0108 (b)]
7. Rights -of -way and/or easements shall be properly maintained to allow accessibility to the wastewater
collection system unless the Permittee can demonstrate the ability to gain temporary access in an
emergency situation where existing land -use conditions do not allow the establishment and
maintenance of permanent access. In this rase, the Permittee shall continue to observe the lines
visually, utilize remote Inspection methods (e.g. CCTV) and use the opportunity of drier conditions to
perform further Inspections and necessary maintenance. [15A NCAC 02T .0108 (b)]
8. The Permittee shall assess cleaning needs, and develop and Implement a program for appropriately
cleaning, whether by hydraulic or mechanical methods, the wastewater collection system. At least 10
percent of the gravity wastewater collection system, selected at the discretion of the ORC, shall be
cleaned each year. Preventative cleaning is not required for sewer lines less than five years old unless
inspection otherwise reveals the need for cleaning or cleaning Is required by a sewer line extension
permit. [15A NCAC 02T .0108 (b)]
9. The Permittee shall maintain a Response Action Plan that addresses the following minimum items:
a. Contact phone numbers for 24-hour response, Including weekends and holidays;
b. Response time;
c. Equipment list and spare parts inventory;
d. Access to cleaning equipment;
e. Access to construction crews, contractors and/or engineers;
f. Source(s) of emergency funds;
g. Site restoration and clean up materials; and
h. Post-SSO assessment.
[15A NCAC 02T .0108 (b)]
10. The Permittee, or their authorized representative, shall conduct an on -site evaluation for all SSOs as
soon as possible, but if feasible no more than two hours after first knowledge of the SSO. The Permittee
shall document In Its 5-day report why it was unable to initially respond to any SSO location within two
hours. [1SA NCAC 02T .0108 (b)]
11. In the event of an SSO or blockage within the wastewater collection system, the Permlttee shall restore
the system operation, remove visible solids and paper, restore any ground area and restore the
surroundings. [15A NCAC 02T .0108 (b)]
III. RECORDS
1. Records shall be maintained to document compliance with Conditions 1(4), 11(2) - II(4), II(7) - I1(8), IV(3)
and V(1) -V(4). Records shall be kept on file for a minimum of three years. [15A NCAC 02T .0108 (b)]
Page 4 of 7

2. The Permittee shall maintain adequate records pertaining to SSOs, and SSO or wastewater collection
system complaints for a minimum of three years. These records shall include, but are not limited to,
the following information:
a. Date of SSO or complaint; I -
b. Volume of wastewater released as a result of the SSO and/or nature of complaint;
c. Location of the SSO and/or complaint;
d. Estimated duration of the SSO;
e. individual from the Division who was Informed about the SSO and/or complaint, when
applicable;
f. Final destination of the SSO;
g. Corrective actions;
h. Known environmental/human health impacts resulting from the SSO; and
1. How the SSO was discovered.
[15A NCAC 02T .0108 (b)]
3. The Permittee shall maintain an up-to-date, accurate, comprehensive map of its wastewater collection
system that also notes the locations where other wastewater collection systems become tributary. if
a comprehensive map of the collection system has not been established, a rough sketch shall be drawn.
The Permittee shall map approximately 10 percent of its existing collection system each year for the
next ten years beginning at the original permit issuance date, or until complete, whichever Is sooner.
The comprehensive map shall include, but is not limited to: pipe size, pipe material, pipe location, flow
direction, approximate pipe age, and each pump station identification, location and capacity. [15A
NCAC 02T .0108 (b)]
4. The Permittee shall maintain records of all of the modifications and extensions to the collection system
permitted herein. The Permittee shall maintain a copy of the construction record drawings and
specifications for modifications/extensions to the wastewater collection system for the life of the
modiflcation/extension. Information concerning the extension shall be incorporated Into the map of
the wastewater collection system within one year of the completion of construction. The system
description contained within this permit shall be updated to include this modification/extension
information upon permit renewal. [15A NCAC 02T .0108 (b)]
IV. MONITORING AND REPORTING REQUIREMENTS
1. In the event of an SSO the Division may require monitoring that is necessary to ensure surface water
and groundwater protection and an acceptable sampling and reporting schedule shall be implemented.
[15A NCAC 02T .0108 (c)]
2. The Permittee shall verbally report to a Division of Water Resources staff member at the Washington
Regional Office, at telephone number [phone] as soon as possible, but in no case more than 24
hours following first knowledge of the occurrence of the following circumstances within the collection
system which is under the Permittee's ownership or maintained and operated by the Permittee through
a perpetual legal agreement:
a. Any SSO and/or spillover 1,000 gallons to the ground; or
b. Any SSO and/or spill, regardless of volume, that reaches surface water.
Voice mail messages or faxed information shall not be considered as the initial verbal report. SSOs (and
other types of spills) occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone],
Page 5 of 7

Persons reporting any of the above occurrences shall file a spill report by completing Part I of Form CS-
SSO (or the most current Division approved form), within five business days following first knowledge
of the occurrence. This report shall outline the actions taken or proposed to ensure that the problem
does not recur. [G.S.143-215.1C(al)]
3. The Permittee shall meet the annual reporting and notification requirements provided In North Carolina
General Statute §143-215.1C.
V. INSPECTIONS
1. The Permittee or the Permittee's designee shall inspect the wastewater collection system regularly to
reduce the risk of malfunctions and deterioration, operator errors, and other issues that may cause or
lead to the release of wastes to the environment, threaten human health or create nuisance conditions.
The Permittee shall keep an inspection log or summary including, at a minimum, the date and time of
inspection, observations made, and any maintenance, repairs, or corrective actions taken by the
Permittee. [15A NCAC 02T.0108 (b)]
2. Pump stations that are not connected to a telemetry system (i.e., remote alarm system) shall be
inspected by the permittee or its representative every day (i.e., 365 days per year). Pump stations that
are connected to telemetry shall be inspected at least once per week. [15A NCAC 02T .0108 (b)]
3. A general observation by the permittee or its representative of the entire wastewater collection system
shall be conducted at least once per year. [15A NCAC 02T .0108 (b)]
4. Inspections of all high priority lines (i.e. aerial line, sub -waterway crossing, line contacting surface
waters, siphon, line positioned parallel to stream banks that are subject to eroding in such a manner
that may threaten the sewer line, or line designated as high -priority In a permit) shall be performed at
least once per every six-month period of time. A list of high -priority lines is presented as Attachment A
and is hereby incorporated into this permit condition. New high priority lines Installed or identified
after permit issuance are incorporated by reference and subject to this permit condition until permit
renewal where they shall be referenced in writing in Attachment A. [15A NCAC 02T .0108 (b)]
VI. GENERAL CONDITIONS
1. This permit is not transferable. In the event that the Permittee desires to transfer ownership of the
wastewater collection system or there Is a name change of the Permittee, a formal permit modification
request shall be submitted to the Division. The request shall be accompanied by documentation from
the parties involved, and other supporting materials as may be appropriate. Such request will be
considered on its merits and mayor may not be approved. [15A NCAC 02T .0104; GS.143-215.1(d)(3)]
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
an enforcement action by the Division In accordance with North Carolina General Statute §143-215.6A
through §143-215.6C, and a sewer moratorium may be established. [15A NCAC 02T .0104]
3. The issuance of this permit does not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by other government agencies (i.e., local, state,
and federal) having jurisdiction. [G.S.143-215.1(b)]
4. The issuance of this permit does not prohibit the Division from reopening and modifying the permit,
revoking and reissuing the permit or terminating the permit as allowed by the laws, rules, and
regulations or as needed to address changes in federal regulations with respect to the wastewater
collection system, in accordance with required procedures. [G.S. 143-215.1(b)(4)]
Page 6 of 7

S. The Permittee shall pay the annual fee within thirty (30) days after being billed by the Division. Failure
to pay the fee accordingly may cause the Division to initiate action to revoke this permit
(15A NCAC 02T .0110 (4))
6. The Permittee shall file an application for renewal of this permit at least six months prior to the
expiration of this permit. Upon receipt of the request, the Director will review the adequacy of the
wastewater collection system described therein, and If warranted, will extend the permit for a period
of time and under such conditions and limitations, as the Director may deem appropriate. [15A NCAC
02T .0109]
7. The Permittee shall notify the Division's Pretreatment, Emergency Response and Collection Systems
Unit in writing at 1617 Mall Service Center, Raleigh, North Carolina 27699 of any changes to the name
and/or address of the responsible party (i.e. mayor, city/town manager) of the wastewater, collection
system. [15A NCAC 02T .0106 (c)]
8. Any dufy authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and Inspect any property, premises or place on or related to the collection system at
any reasonable time for the purpose of determining compliance with this permit, may inspect or copy
any records that must be maintained under the terms and conditions of this permit, and may obtain
samples of wastewater, groundwater, surface water, soil, or plant tissue.
[15A NCAC 02T .0110 (3)]
9. The Permittee or their authorized representative shall have available a copy of this permit to present
upon request by any duly authorized officer, employee, or representative of the Division.
[15A NCAC 02T .0104]
Permit issued this the 2V of March, 2016
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for S. !ay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of the Environmental Management Commission
by Deborah Gore, Pretreatment, Emergency Response, Collection System Unit Supervisor
Division of Water Resources, NCDEQ
Page 7 of 7

MCAS CHERRY POINT WASTEWATER COLLECTION SYSTEM
ATTACMSENT A FOR CONDITION IV.4
HIGH PRIORITY LINE LIST
The following is a list of the active high priority lines related
to the system -wide wastewater collection system at MCAS Cherry
Point.
SIZE
PIPE
PRIORITY
LENGTH
(INCH)
MATERIAL
TYPE
(ft)
LOCATION
Mill Creek along
Ductile
Roosevelt Blvd near
1
10
Iron
Aerial
249
Access Rd
Hunter's Branch along
Ductile
Roosevelt Blvd near
2
10
Iron
Aerial
273
Access Rd
Slocum Creek hanging off
Ductile
north side of Slocum Rd
3
12
Iron
Aerial
798
bridge
Reed's Gut hanging off
Ductile
west side of Range Rd
4
4
Iron
Aerial
73
bridge
Slocum Creek (Bast Prong)
Ductile
on foot bridge behind
5
8
Iron
Aerial
152
Naval Clinic
Schoolhouse Branch north
Ductile
of railroad culvert -
6
6
Iron
Aerial
20
Runway 5 clear zone
Ductile
7
16
Iron
Aerial
84
Sandy Branch off of C St
Crossing ditch off of
Ductile
Alexander Rd near LS3144
8
8
Iron
Aerial
80
(Nugent Cove)
Parallel to ditch off of
Ductile
r.
Alexander Rd to LS3144
9
8
Iron
Aerial
216
(Nugent Cove)
15A NCAC 02T .0402(2); "High -priority sewer" means any aerial
sewer, sewer contacting surface waters, siphon, sewer positioned
parallel to stream banks that is subject to erosion that undermines
or deteriorates the sewer, or sewer designated as high priority in
a Division issued permit where the sewer does not meet minimum
design requirements.

Permit Data
Alarm
Type
ReliabilitySource
CL
E
5
o
Y
r
Z
iG
m
a
a'a
C
a
a ,
m
�_
a
E
a
a
f6
9
,�
a c
E ma
m
3
.Q
E
E0.
a
�.
L
ao
a
�.
to
-o
0
1
121
2
X
X
X
X
S
B121, 6th Ave and H St.
2
125
1200
2
X
X
X
X
X
M
Main Lift Station, on Roosevelt Blvd past Jefferson Dr.
3
152
2
X
N
S
Coal Pile at B152, Central Heating Plant
4
180
150
2
X
X
X
X
M
End of Waterbug Rd In trees behind B497 off of Madison Dr.
5
250
2
X
X
N
S
Hanger 250 AFFF Tanks.
6
250
1
X
X
N
S
IW L5, Inside Hanger 250.
7
251
2
X
X
X
S
Pass & ID, Main Gate on Roosevelt Blvd
8
897
75
2
X
X
X
X
M
Wilson Dr in Granes Landing housing area
9
1005
48
2
X
X
X
S
Between B1005 and B3987 In IWTP area
10
1006
1
X
S
FRCE, End of Harrison Dr.
11
1083
175
2
X
X
X
X
M
Grant's Landing housIng area across from Truman Rd on Roosevelt Blvd.
12
1669
1
N
5
B1669, A St and Wright Rd
13
1748
450
2
X
X
X
X
M
B1748 on 6th Ave across from B1702
14
1777
2
X
X
X
M
Behind B1777, MACS-2 Complex, end of Range Rd on Buffalo Rd.
is1798
1
X
X
X
N
M
FRCE on Harrison Dr.
16
1857
320
2
X
N
M
IW LS, FRCE, between B245 and B3766
17
1864
2
X
N
M
IW LS on Wright Rd off of A St.
180
3142 1
450
2
X
X
X I
X
M
Near intersection of Stanley Rd and Harnett Rd, Nugent Cove
19
3143 1
100
2
X
X
X I
X
X
M
Gates Rd in Nugent Cove housing Area

oe....r• n-a .
Alarm
a
Rel lifty Source
w �
a
a'
_,
L a
F
Z
d
E
Q
d° n�
H
ttCL.
�
E
V
M
a
`� a
20
3144 100
2
X
X
X
X
M Behind house 12 Guildford Rd in Nugent Cove housing Area. Accessible of Alexander Rd.
21
3762 120
2
X
X
X
X
M iW LS, 6th Ave near Tank Farm A
22
3763
2
X
X
X
X
S 84810, Ordnance, Slocum Rd.
23
3766
2
X
X
N
S FRCE, between B4036 and 3766
24
3768
2
N
S FRCS, SW of B1798
25
3862 45
2
X
X
N
S Rifle Range Target Pit
26
3879 700
2
X
X
X
X
M i Across from Pelican Point RV lot on Monroe Dr.
27
3880
2
X
X
X
N
S Near Intersection of 3rd St and Fitness Loop near Combat Pool
28
3881
2
X
X
X
N
S behind B3258 at MCCS Hancock Pool off of Roosevelt Blvd.
29
3899 450
2
X
X
X
X
M Alexander Dr, between Pamnco Rd and Surry Ct, Nugent Cove housing area.
30
3916 75
2
X
N
5 83916 on 7th Ave
31
3956 200
2
X
X
X
X
M On Range Rd across from B4848
32146s6
3964 80
2
X
X
X
N
M Navy Boat Docks
333978
355
2
X
X
X
X
M W LS, Corner of A St and 6th Ave
343981
185
2
X
X
M iW LS on A St, NW comer of B137
354030
1
X
X
N
S 34030, A St, across from Hanger 1665
364032
2
X
M FRCE area SW of IWTP
374036
2
X*
X
N
5 FRCE, fll tflne side of B4036 SE Corner
38
1 140
2 1
X
X
X
N
M IW L5, FRCS corner of Harrison Dr and Harrier Dr

Permit Data
Alarm
Type
Reffabllfty
Source
g
E
o,
E.
E
. a
a
J! E
E
ra
m
In
CL
Q
U
Ln
39
4188
38
2
X
X
X
N
S
FRCE, 84188 behind B133
40
4223
2
X
X
N
M
Behind B4223, Access Rd
41
4226
450
2
X
X
x
X
M
SE comer of MASS-1 complex
42
4228
11
1
X
x
N
S
Behind 84228 rear of MACS-2 compound at the end of Range Rd.
43
4246
2
X
N
S
FRCE near 101 site, outside of fence, W of B4246 off of Marylou Rd.
44
4259
2000
4
X
X
X
x
X
M
Main Lift Station near Soccer Field at Naval Health Clinic
45
4277
2
X
X
N
S
MCCS Boat Rouse at Pelican Point
46
4318
1
X
X
N
5
84318, MACS-2 complex off of Range Rd
47
4324
250
2
X
X
X
M
NE comer of 84210, APOE, off of 7th St
48
4344
120
2
X
X
X
M
Behind B4344,13ulidog Rd off of Roosevelt Blvd, near 2nd LAAD
49
4356
100
2
X
X
X
M
near entrance of WTP area
50
4386
230
2
x
X
N
M
IW LS, behind 84032, FRCE area SW of IWTP
51
4396
1
X
X
N
S
Slocum Rd Gate House
52
4398
1
X
X
N
S
B4398 on Swallow Rd off of Roosevelt Blvd before WTP
53
4400
67
2
X
X
N
M
IS LW, FRCE NE of 84225 A St
54
4421
2
X
X
N
S
Public Bath near Softball Field on F St at Barracks 3742
55
4430
2
X
X
N
S
SE corner of B4430 In Tank Farm A
56
4495
2
X
X
N
S
SW corner of B4495 on7th St.
57
4503
2
X
X
N
5
Community Center In Nugent Cove housing area off of Stanley Rd

i
Permit Data
Alarm Type RellabiliftySource
E
o
z E € a
� Q 9
P a o i
S m
G
58
4505
2
X
I X X
S
I MCCS Gas Station 6th Ave
59
4576
2
X
X
N
S
Motor-T Refueler Repair BuNding on Curtis Rd
60
4589
85
2.
X
X
X X
M
Duffy Rd across from 81229, past CALA Site Rd.
61
4590
2
X
X
N
5
Mockingbird HIN TFR Station
62
4591
100
2
X
X
N
M
Hancock Marina, near public bathroom
63
4638
1
X
N
5
in front of MRF on Access Rd
64
4645
2
X
X
X X
M
Off of Jackson Dr, in Slocum housing area prior to crossing Slocum Creek
65
4650
1
X
X
N
S
Railhead
66
4653
2
X
X
N
M
IW LS at CAWS-70 NW of B4495 on 7th St.
67
4748
2
X
X
X X
M
Off of Jackson Dr, in Slocum housing area
68
4749
2
X
X
X X
M
Crossland Dr behind CDC
69
4785
1
X
X
N
S
iW I.S.FRCE B4785 on Cunningham Blvd
70
4809
20
1
X
N
5
IW LS, FRCE NE comer of 84809
71
4831
2
X
X
N
M
NW corner of MASS-1 complex
72
4838
2
X
X
N
M
near new Armory, 84948 Armory Rd off of Range Rd
73
4842
2
X
X
X
N
M
FRCE compound, Hwy 101 area
74
48"
100
2
X
X
X X
M
Consotldated Club Area near golf cart storage B4222 on Club Dr.