WQ0042090_Application (FTSE)_20201020

UNITED STATES MARINE CORPS
MARINE CORPS AIR STATION
POSTAL SERVICE CENTER 0003
I CHERRY POINT, NORTH CAROLINA 28533-0003
Mr. Robert Tankard
North Carolina Department of
Environmental Quality
Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
Dear Mr. Tankard,
IN REPLY REFER TO:
5090/07112
LN
October 7, 2020
ova
a
•O
Marine Corps Air 'Station Cherry Point (Permit WQCS00067) submIN,�
attached Fast Track Application for extension of the sewer collection
system for the installation of utilities for the Interim Relocatable
Facilities (IRF) projected associated with building 294.
the
Enclosed are an original and one copy of the Fast Track Application
(FTA 04-16) which includes the Flow Tracking/Sewer Extension Application
(FTSE 10-18) 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, Ms. Robin Austin who represents the
contracted design firm, Catlin Engineers.
If you have questions regarding this application submittal, please
contact Mr. Timothy Lawrence of the Environmental Affairs Department at
[phone] at your earliest convenience.
Sincerely,
Ck���A.FERENCEFacilities Director
By direction of the
Commanding Officer
Enclosures

RICHARD
CATLIN &ASSOCIATES, INC. _
dba CgTLIN ENGINEERS AND SCIENTISTS P.O. BOX 10279 Southern Mount O_
WILMINGTON, NC 28404_0279 live, NC 7953
[phone]
66-258/531
PAY
September 30, 202C
Four Hundred Eighty and 00/100 Dollars
To THE NCDEO
OF DER NCDENR
480.00
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AND SCIENTISTS
Invoice Number
Check Date: 9/30/2020
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State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria 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 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 require an environmental assessment in accordance with 15A NCAC IC .0100; 4 �Q
➢ Projects that do not meet any pan of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T; At%
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps; VININo aye
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains); y ?,
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure_%1'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 of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (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.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
ID Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item 1.2 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 1.2 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 Il.I 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 Engineer.
❑ 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 04-16 & SUPPORTING DOCUMENTATION Pagel of3

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 I I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include a street level map showing general project area.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 021'.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)
L 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 .01 15(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .01 15(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 irebsite
INSTRUCTIONS FOR FORM: ETA 04-16 & 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
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 28301-5094
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
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, 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 Regional Office
450 W. Hanes Mill Road
Suite 300
Alamance, Allegheny, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford, Rockingham, Randolph,
Water Quality Section
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (m be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. 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
4. Applicant's mailing address: 4223 Access Road, PSC Box 8006
City: Cherry Point State: NC Zip: 28533
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
I. Project name: CL-033 B294 Interim Relocatable Facilities
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 and issued date:
If new construction but part of a master plan, provide the existing permit number: W000
3. County where project is located: Craven
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.900785' Longitude:-76.897853°
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: M. Robin Austin License Number: NC 30336
Firm: CATLIN Engineers & Scientists
Mailing address: 220 Old Dairy Rd
City: Wilmington State: NC Zip: 28405-
Phone number: [phone] Email Address: robin.austinacatlinusa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Cherry Point Marine Corps Air Station - W WTP Permit Number: NC 0003816
Owner Name: Commanding Officer Marine Corps Air Station Cherry Point
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00067
Owner Name(s): MCAS Cherry Point
FORM: FTA 04-16 Pagel of 5

V1. GENERAL REQUIREMENTS
I. 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 Operational Agreement (FORM: DEVI been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
❑ Residential 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: 100 % Domestic/Commercial %Commercial
_ % Industrial (See 15A NCAC 02T .0103(20))
),Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow','
No. of Units
Flow
H&HS Trailers (5 @ 19.2 people/bldg)
25 gal/employee/shift
96
2400 GPD
PMO Trailers (5 @ 15 people/bldg)
25 gal/employee/shift
75
1875 GPD
PMO Trailer (I @ 34 people/bldg)
25 gal/employee/shift x 3 shifts
102
2550 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
6825 GPD
a See 15A NCAC 02T .01 14(b), (d). fell 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 .0114(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: 6825 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
466
PVC SDR 21 or 35
6
170
PVC SDR 21 or 35
r-
> 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 0
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: _ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
➢ 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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 in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & M
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewersystenis:
N Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer 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 lI impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HOW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
e systems and interceptor drains
5 feet
LDraina
An swimming pools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(0 cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
)o If noncompliance with 02T.0305(n or M, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) N Yes []No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .02009 N Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? N Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? N Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes N No
➢ 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 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 Gravity Sewer Minimum Design Criteria (latest version) as applicable?
M
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supportinn_
documents.
2. Professional Engineer's Certification:
I, M 'Q.[ of Q .kU45n k) attest that this application for
(Professional Engineer's name from Application Item III.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, Gravity Sewer
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 143-215.6B, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Q�//A�u.J✓ 4- i28d.✓!t y Dl�u� 407,rS 7/7e [To Rr VV D/9CWod attest that this application for
(Signature Authority's name & title from Application Item 1.3.) OPRK /oMAW)W{
v FF1C67 -
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 143-215.613, 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.
Signature: Date:
FORM: ETA 04-16 Page 5 of 5

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Marine Corps Air Station Cherry Point
Project Name for which flow is being requested: CL-033 B294 Interim Relocatable Fac.
More than one FTSE may be required for a single project if the owner of the WWTP is nol responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. W WTP Facility Name: Cherry Point Marine Corps Air Station W WTP
b. W WTP Facility Permit #: NC 0003816
c. W WTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the W WTP
e. W WTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
All flows are in MGD
3.5
0.0
1.5
0.005
IL 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 W WTP:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
4259
WQCS00067
3.46
(A)
(B)
(C)
(D)=(B+C) (E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Daily
Current
Not Yet
Current Flow
Flow**
Avg. Daily
Tributary
Plus
(Firm / pl),
Flow,
Daily Flow,
Obligated Available
MGD
MGD
MGD
Flow Capacity***
1.38
0.0
* The Firm Capacity (design flow) 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, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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):
Downstream Permit Number:
Page I of 6
FTSE 10-18

111. Certification Statement:
I Anthony A. Ference 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 11 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Sign ur Date
AMA" Mt!/ndr Dr d?r-0A , 8Y P/Odr,
Title of Signing Official 4VAAC .,dPI
Page 2 of 6
FTSE 10-18

L i J 1 1+ 1 5
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153LF-8•@0.42%SLOPE
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SEWER PROFILE "A" Al
SCALE = VERT 1:3 / HORZ 1.30
1
PS
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LEGAL LANDING 4
---PLAN
NORTH
SITE PLAN
SCALE = 1:30
30 60
SCALE: 1'=30'(Honz)
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NOTES'.
60' 1. TRAILERS WILL BE PROVIDED AND SET UP BY OTHERS.
ip"•e.�o s.m... cosy
STAIRS FOR TRAILERS WILL BE PROVIDED BY OTHERS.
-
2. SANITARY SEWER LINES SHALL BE SDR 21 OR SDR35.
3. CONSTRUCT OUTSIDE DROP ON EXISTING MANHOLES
FOR TIE-IN WITH EXISTING SANITARY SEWER SYSTEM
25 WHERE INCOMING FLOWLINE IS GREATER THAN 24
24 INCHES ABOVE MANHOLE FLOWLINE. NEW OUTSIDE
DROP ON EXISTING MANHOLE REQUIRES THAT FLOWLINE
7 OF THE NEW DROP PIPE ELBOW BE CONSTRUCTED AT
JM -' JAR F
23 THE SAME ELEVATION AS THE SPRINGLINE OF THE
EXISTING SEWER MAIN AT THE CENTER OF THE EXISTING
MANHOLE. A CLASS CONCRETE FILLET AND INVERT
CT
SHALL BE CONSTRUCTED FOR THE DROP PIPE. SEE
- DETAIL Cl ON C 505
22
Na_W CST
22
21
21
IIIr
EXIST GRADE
21
19
19
18
18
\s/
19
17
17
1 ELEC LINES
STEAM LINES
17
16
16
-I 8" WATER
16
__.
15
15
m
15
14
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8BLF- 6•Q042b SLOPE
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SEWER PROFILE "B" A4
SCALE = vE I.ORZ 1:30
A
KEY NOTES
4, PROVIDE 2" CURB STOP VALVE IN CURB BOX
APPROXIMATELY 5 FT OUTSIDE EACH IRF. SEE DETAIL C3
ON C-505.
i H
-
5. PROVIDE CLEANOUT ON ALL SEWER SERICES
APPROXIMATELY 5 FT OUTSIDE OF EACH IRF. SEE DETAIL
A3 ON C-504.
"
w Q
_ o
1. EXISTING PAVEMENT
2. EXISTING COMM MANHOLE
3. EXISTING STEAM LINE
4. EXISTING 6"WATER LINE
5, CORE EXISTING SAN. SEWER
MANHOLE
6. 2" WATER SERVICE
7. 6" WATER LINE
8. RELOCATED EX. FIRE HYDRANT
9, SANITARY SEWER MANHOLE
10. 8" SANITARY SEWER
11. 6" SANITARY SEWER SERVICE
12. 6' CLEANOUT
13. 4" SANITARY SEWER SERVICE
14. 4" CLEANOUT
15. STORMWATER POND
16. POND OVERFLOW STRUCTURE
7. INLET
18. RCP STORMDRAIN
19. EXISTING CURB -CUT
20, HEADWALL
21. 5WIDE CONCRETE WALK
22. ASPHALT REPAIR
23. SADDLE TAP
24 6" TEE 8 2" REDUCER
25, RPZ-A5/C-504
26. CHAIN LINK FENCE - A3/C-506
27. 12' DOUBLE GATE-A3/C-506
TRAILER
NAME
DESCRIPTION
QTY.
SIZE
SQUARE
FEET
Ht
HBHS
5
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3,60D
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5
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3,60D
H3
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7
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5,040
H4
HBHS
2
12'X 60'
1,440
H5
HBHS
4
12'X60
2,880
P1
PMO
6
12'X6D'
4,320
P2
END
5
12' X 60'
3,600
P3
PMO
5
12'X 60'
3.600
P4
PMO
4
12'X60'
2,880
PMO
6
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4,320
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SHOWERS
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B294 Interim Relocatable Facilities (IRF) P20049BOl
SECTION 33 30 00 \\��N,Z N . .
SANITARY SEWERAGE �'�OF
sss
05/18 = ;R SE�A
IJ\:711i�H�IJ�1:7g7
1.1 REFERENCES
The publications listed below form a part of this specification to the"',?
extent referenced. The publications are referred to within the text by
the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTNI A48/A48M (2003; R 2012) Standard Specification for
Gray Iron Castings
ASTM A1.23/A123M (2017) Standard Specification for Zinc
(Hot -Dip Galvanized) Coatings on Iron and
Steel Products
ASTM A536 (1984; R 2014) Standard Specification for
Ductile Iron Castings
ASTM C443 (2020) Standard Specification for Joints
for Concrete Pipe and Manholes, Using
Rubber Gaskets
ASTM C478 (2018) Standard Specification for Circular
Precast Reinforced Concrete Manhole
Sections
A.STNI C4781',1 (2018) Standard Specification for Precast
Reinforced Concrete Manhole Sections
(Metric)
ASTM C972 (2000; R 2011) Compression -Recovery of
Tape Sealant
ASTM ;'1244 (2011; R 2017) Standard Test Method for
Concrete Sewer Manholes by the Negative
Air Pressure (Vacuum) Test Prior to
Backfill
10 7.-Z/ V
ASTM C1644 (2006; R 2017) Standard Specification for
Resilient Connectors Between Reinforced
Concrete On -Site Wastewater Tanks and Pipes
ASTM D412 (2016) Standard Test Methods for
Vulcanized Rubber and Thermoplastic
Elastomers - Tension
ASTM D624 (2000; R 2020) Standard Test Method for
Tear Strength of Conventional Vulcanized
Rubber and Thermoplastic Elastomers
SECTION 33 30 00 Page 1

i � I
B294 Interim Relocatable Facilities (IRF) P20049BG1
ASTM D2321 (2018) Standard Practice for Underground
Installation of Thermoplastic Pipe for
Sewers and Other Gravity -Flow Applications
ASTM D3034 (2016) Standard Specification for Type PSM
Poly(Vinyl Chloride) (PVC) Sewer Pipe and
Fittings
ASTM D3212 (2007; R 2020) Standard Specification for
Joints for Drain and Sewer Plastic Pipes
Using Flexible Elastomeric Seals
ASTM D4101 (2017) Standard Classification System and
Basis for Specification for Polypropylene
Injection and Extrusion Materials
ASTNI F477 (2014) Standard Specification for
Elastomeric Seals (Gaskets) for Joining
Plastic Pipe
ASTM F949 (2020) Standard Specification for
Poly(Vinyl Chloride) (PVC) Corrugated
Sewer Pipe with a Smooth Interior and
Fittings
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFP. 1910.27 (NOv 2016) Scaffolds and Roope Descent
Systems
UNI-BELL PVC PIPE ASSOCIATION (UBPPA)
UBPPA UNI-B-6 (1998) Recommended Practice for
Low -Pressure Air Testing of Installed
Sewer Pipe
1.2 SUBMITTALS
Government approval is required for submittals with a "G" designation;
submittals not having a "G" designation are for Contractor Quality Control
approval. When used, a designation following the "G" designation
identifies the office that will review the submittal for the Government.
Submit the following in accordance with Section 01 33 00 SUBMITTAL
PROCEDURES:
SD-01 Preconstruction Submittals
Contractor's License; G
SD-02 Shop Drawings
Installation Drawings; G
SD-03 Product Data
Precast Concrete Manholes
Frames, Covers, and Gratings
SECTION 33 30 00 Page 2

B294 Interim Relocatable Facilities (IRF)
P20049BGI
Gravity Pipe
SD-06 Test Reports
Precast Concrete Sewer Manhole Test; G
Hydrostatic Sewer Test; G
Negative Air Pressure Test; G
Low -Pressure Air Tests; G
SD-07 Certificates
Pre -Installation Inspection Request; G
Post -Installation Inspection; G
1.3 QUALITY CONTROL
1.3.1 Installer Qualifications
Install specified materials by a licensed underground utility Contractor
licensed for such work in the state where the work is to be performed.
Verify installing Contractor's License is current and state certified or
state registered.
1.4 DELIVERY, STORAGE, AND HANDLING
1.4.1 Delivery and Storage
Check upon arrival; identify and segregate as to types, functions, and
sizes. Store off the ground in a manner affording easy accessibility and
not causing excessive rusting or coating with grease or other
objectionable materials.
1.4.1.1 Piping
Inspect materials delivered to site for damage; store with minimum of
handling. Store materials on site in enclosures or under protective
coverings. Store plastic piping and jointing materials and rubber gaskets
under cover out of direct sunlight. Do not store materials directly on
the ground. Keep inside of pipes and fittings free of dirt and debris.
1.4.2 Handling
Handle pipe, fittings, and other accessories in such manner as to ensure
delivery to the trench in sound undamaged condition. Carry, do not drag,
pipe to trench. Store solvents, solvent compounds, lubricants,
elastomeric gaskets, and any similar materials required to install the
plastic pipe in accordance with the manufacturer's recommendation and
discard those materials if the storage period exceeds the recommended
shelf life. Discard solvents in use when the recommended pot life is
exceeded.
SECTION 33 30 00 Page 3

B294 Interim Relocatable Facilities (IRF) P20049BG1
PART 2 PRODUCTS
2.1 SYSTEM DESCRIPTION
2.1.1 Sanitary Sewer Gravity Pipeline
. Provide building connections of polyvinyl chloride (PVC) plastic
pipe. Provide new and modify existing exterior sanitary gravity sewer
piping and appurtenances. Provide each system complete and ready for
operation. The exterior sanitary gravity sewer system includes equipment,
materials, installation, and workmanship as specified herein more than 5
feet outside of building walls.
2.2 MATERIALS
Provide materials conforming to the respective specifications and other
requirements specified below. Submit manufacturer's product
specification,standard drawings or catalog cuts.
2.2.1 Gravity Pipe
2.2.1.1 PVC Gravity Sewer Piping
2.2.1.1.1 PVC Gravity Pipe and Fittings
ASTM D3034, SDR 35 or SDR 21, or ASTh'i P949 with ends suitable for
elastomeric gasket joints.
2.2.1.1.2 PVC Gravity Joints and Jointing Material
Provide joints conforming to ASTM D3212. Gaskets are to conform to
ASTM F477.
2.2.2 Precast Concrete Manholes
Provide precast concrete manholes, risers, base sections, and tops
conforming to ASTM 12478.
2.2.3 Gaskets and Connectors
Provide gaskets for joints between manhole sections conforming to ASTM C443.
Resilient connectors for making joints between manhole and pipes entering
manhole are to conform to A
2.2.4 External Preformed Rubber Joint Seals
An external preformed rubber joint seal is an accepted method of sealing
cast iron covers to precast concrete sections to prevent ground water
infiltration into sewer systems. All finished and sealed manholes
constructed in accordance with paragraph entitled "Manhole Construction"
are to be tested for leakage in the same manner as pipelines as described
in paragraph entitled "Leakage Tests." The seal is to be multi -section
with a neoprene rubber top section and all lower sections made of Ethylene
Propylene Diene Monomer (EPDM) rubber with a minimum thickness of 60 mils.
Each unit is to consist of a top and bottom section and have mastic on
the bottom of the bottom section and mastic on the top and bottom of the
top section. The mastic is to be a non -hardening butyl rubber sealant and
seal to the cone/top slab of the manhole/catch basin and over the lip of
the casting. Extension sections are to cover up to two more adjusting
SECTION 33 30 00 Page 4

1 � �
B294 Interim Relocatable Facilities (IRF)
P20049BG1
rings. Properties and values are listed in the following table:
Properties, Test Methods and Minimum Values for Rubber used in Preformed Joint Seals
Physical Properties
Test Methods
EPDM
Neoprene
Butyl Mastic
Tensile, psi
ASTM B412
1840
2195
--
Elongation, percent
ASTM D412
553
295
350
Tear Resistance, ppi
ASTM D624 (Die
B)
280
160
--
Rebound, percent, 5 minutes
ASTM C972 (mod.)
--
--
11
Rebound, percent, 2 hours
ASTM C;72
--
--
12
2.2.5 Frames, Covers, and Gratings for Manholes
Submit certification on the ability of frame and cover to carry the
imposed live load. Frame and cover are to be cast gray iron, ......-...
Class 35B, cast ductile iron, AST4 A536, Grade 65-45-12, or reinforced
concrete, AST',' ASTNI C478M. Frames and covers are to be circular with
vent holes. Size are to be as indicated on the plans . Stamp or cast the
words "Sanitary Sewer" into covers so that it is plainly visible.
2.2.6 Manhole Steps
Zinc -coated steel conforming to 29 CFR 1910.27 with a plastic or rubber
coating pressure -molded to the steel is to be used. Provide plastic
coating conforming to ASTM D4101, copolymer polypropylene. Rubber is to
conform to ASTM C443, except shore A durometer hardness is to be 70 plus
or minus 5. Aluminum steps or rungs will not be permitted. Steps are not
required in manholes less than 4 feet deep.
2.2.7 Manhole Ladders
Provide a steel ladder where the depth of a manhole exceeds 12 feet. The
ladder is not to be less than 16 inches in width, with 3/4 inch diameter
rungs spaced 12 inches apart. The two stringers are to be a minimum 3/8
inch thick and 2 inches wide. Galvanize ladders and inserts after
fabrication in conformance with ASTM A123/A123M.
3.1 PREPARATION
3.1.1 Installation Drawings
Submit Installation Drawings showing complete detail, both plan and side
view details with proper layout and elevations.
SECTION 33 30 00 Page 5

� ' f
B294 Interim Relocatable Facilities (IRE)
P20049BG1
3.2 INSTALLATION
Backfill after inspection by the Contracting Officer. Before, during, and
after installation, protect plastic pipe and fittings from any environment
that would result in damage or deterioration to the material. Keep a copy
of the manufacturer's instructions available at the construction site at
all times and follow these instructions unless directed otherwise by the
Contracting Officer.
3.2.1 Connections to Existing Lines
Obtain approval from the Contracting Officer before making connection to
existing line. Conduct work so that there is minimum interruption of
service on existing line.
3.2.2 General Requirements for Installation of Pipelines
These general requirements apply except where specific exception is made
in the following paragraphs entitled "Special Requirements."
3.2.2.1 Location
Terminate the work covered by this section at a point approximately 5 feet
from the building, unless otherwise indicated.
-�:. c .:. ... _ _... _ 10 feet i - �.
10 feet,
18 inches
i ;1
i 1

-_-
-.�__ L U-_ _..
.7c—.s.-u.,t sl_ Ia, pi nj 'L U[i7 aL53- I F 1 5 n �:
i �t 3Ci_ 5 h_L ]`[. {=,y l;t i61
..t II,-� t ,y .. iE L y � a er �s by „_u
.] _p5 a _c,_ r,E _ _-a.t 18 inches bet the cf
J i- tr w�, =np� �-= Pot
20 feet, ,A. ,_n-,
Q 11 st 3C11 L
3.2.2.1.3 Sanitary Sewer Manholes
No water piping shall pass through or come in contact with any part of a
sanitary sewer manhole.
3.2.2.2 Earthwork
Perform earthwork operations in accordance with Section 31 23 00.00 20
Vh. ANC . i ce....
3.2.2.3 Pipe Laying and Jointing
Inspect each pipe and fitting before and after installation; replace those
found defective and remove from site. Provide proper facilities for
lowering sections of pipe into trenches. Lay nonpressure pipe with the
bell or groove ends in the upgrade direction. Adjust spigots in bells and
tongues in grooves to give a uniform space all around. Blocking or
wedging between bells and spigots or tongues and grooves will not be
permitted. Replace by one of the proper dimensions, pipe or fittings that
do not allow sufficient space for installation of joint material. At the
end of each work day, close open ends of pipe temporarily with wood blocks
or bulkheads. Provide batterboards not more than 25 feet apart in
trenches for checking and ensuring that pipe invert elevations are as
indicated. Laser beam method may be used in lieu of batterboards for the
same purpose. Construct branch connections by use of regular fittings or
solvent cemented saddles as approved. Provide saddles for PVC pipe
conforming to Table 4 of L.-% -.
3.2.3 Special Requirements
3.2.3.1 Installation of PVC Piping
Install pipe and fittings in accordance with paragraph entitled "General
Requirements for Installation of Pipelines" of this section and with the
requirements of .;-. for laying and joining pipe and fittings. Make
joints with the gaskets specified for joints with this piping and assemble
in accordance with the requirements of F. -'. for assembly of joints.
SECTION 33 30 00 Page 7

B294 Interim Relocatable Facilities (IRE)
P20049BG1
Make joints to other pipe materials in accordance with the recommendations
of the plastic pipe manufacturer.
3.2.4 Manhole Construction
Construct base slab of cast -in -place concrete or use precast concrete base
sections. Make inverts in cast -in -place concrete and precast concrete
bases with a smooth -surfaced semi -circular bottom conforming to the inside
contour of the adjacent sewer sections. For changes in direction of the
sewer and entering branches into the manhole, make a circular curve in the
manhole invert of as large a radius as manhole size will permit. For
cast -in -place concrete construction, either pour bottom slabs and walls
integrally or key and bond walls to bottom slab. No parging will be
permitted on interior manhole walls. For precast concrete construction,
make joints between manhole sections with the gaskets specified for this
purpose; install in the manner specified for installing joints in concrete
piping. Parging will not be required for precast concrete manholes.
Perform cast -in -place concrete work in accordance with the requirements
specified under paragraph entitled "Concrete Work" of this section. Make
joints between concrete manholes and pipes entering manholes with the
resilient connectors specified for this purpose; install in accordance
with the recommendations of the connector manufacturer. Where a new
manhole is constructed on an existing line, remove existing pipe as
necessary to construct the manhole. Cut existing pipe so that pipe ends
are approximately flush with the interior face of manhole wall, but not
protruding into the manhole. Use resilient connectors as previously
specified for pipe connectors to concrete manholes.
3.2.5 Miscellaneous Construction and Installation
3.2.5.1 Connecting to Existing Manholes
Connect pipe to existing manholes such that finish work will conform as
nearly as practicable to the applicable requirements specified for new
manholes, including all necessary concrete work, cutting, and shaping.
Center the connection on the manhole. Holes for the new pipe are be of
sufficient diameter to allow packing cement mortar around the entire
periphery of the pipe but no larger than 1.5 times the diameter of the
pipe. Cut the manhole in a manner that will cause the least damage to the
walls.
3.2.5.2 Metal Work
3.2.5.2.1 Workmanship and Finish
Perform metal work so that workmanship and finish will be equal to the
best practice in modern structural shops and foundries. Form iron to
shape and size with sharp lines and angles. Do shearing and punching so
that clean true lines and surfaces are produced. Make castings sound and
free from warp, cold shuts, and blow holes that may impair their strength
or appearance. Give exposed surfaces a smooth finish with sharp
well-defined lines and arises. Provide necessary rabbets, lugs, and
brackets wherever necessary for fitting and support.
3.2.5.2.2 Field Painting
After installation, clean cast-iron frames, covers, gratings, and steps
not buried in concrete to bare metal, remove mortar, rust, grease, dirt,
and other deleterious materials and apply a coat of bituminous paint. Do
SECTION 33 30 00 Page 8

B294 Interim Relocatable Facilities (IRF) P20049BGI
not paint surfaces subject to abrasion.
3.2.6 Installations of Wye Branches
Install wye branches in an existing sewer using a method which does not
damage the integrity of the existing sewer. Do not cutinto piping for
connections except when approved by the Contracting Officer. When the
connecting pipe cannot be adequately supported on undisturbed earth or
tamped backfill, support on a concrete cradle as directed by the
Contracting Officer. Provide and install concrete required because of
conditions resulting from faulty construction methods or negligence
without any additional cost to the Government. Do not damage the existing
sewer when installing wye branches in an existing sewer.
3.3 FIELD QUALITY CONTROL
The Contracting Officer will conduct field inspections and witness field
tests specified in this section. Be able to produce evidence, when
required, that each item of work has been constructed in accordance with
the drawings and specifications.
3.3.1 Tests
Perform field tests and provide labor, equipment, and incidentals required
for testing.
..-.._., Hydrostatic Sewer Test
..' i^ s rg:i ,. .1 `. i. E •W7
-: ar I�:. app1 a'.._- P r .__r 1 _ '.,n,� R'
.jyi;W q:
3.3.1.2 Leakage Tests for Nonpressure Lines
Test lines for leakage by either negative air pressure tests or by
low-pressure air tests. When necessary to prevent pipeline movement
during testing, place additional backfill around pipe sufficient to
prevent movement, but leaving joints uncovered to permit inspection. When
leakage or pressure drop exceeds the allowable amount specified, make
satisfactory correction and retest pipeline section in the same manner.
Correct visible leaks regardless of leakage test results.
3.3.1.2.1 Negative Air Pressure Test
3.3.1.2.1.1 Precast Concrete Manholes
Test precast concrete sewer manhole test in accordance with ASTM C1244.
The allowable vacuum drop is located in ASTM c1244 Make calculations in
accordance with the Appendix to ASTM C1244.
3.3.1.2.2 Low -Pressure Air Tests
3.3.1.2.2.1 PVC Pipelines
Test PVC pipe in accordance with UBPPA UNI-B-6. The allowable pressure
drop is located in UBPPA UNI-B-6. Make calculations in accordance with
the Appendix to UBPPA UNI-B-6.
SECTION 33 30 00 Page 9

B294 Interim Relocatable Facilities (IRF)
P20049BGI
3.3.2 Inspection
Check each straight run of pipeline for gross deficiencies by holding a
light in a manhole; the light must show a practically full circle of light
through the pipeline when viewed from the adjoining end of line.
-.-o t i 1 i c t_.....
_.
i �r re ,. ..,.ct >> -C I_. `r-:i, 1) )r
S.d--ut pre -installation
inspection request °cr t a SUUP r-_ a_ __ Jays '..
.j_, ❑� li..i.S -i �d - -pojt _ _stel __1 peg
_-irs._a11 -tion _nso_ct.
rt�-i. post -installation inspection
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SECTION 33 30 00 Page 10