WQ0045403_Application (FTSE)_20240515

40 WithersRavenel
NoOLP People. Your Success RECEl1/E
D/NCDENF�/pyyR
May 7, 2024
MAY 15 2024
Mr.Tyler Benson Wate7OualityR
Operationse8bna!
Department of Environmental Quality wnm,n9f n Section
Wilmington Regional Office - Water Quality Section negional office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Beaufort Maritime Education Center-Sewer System Extension Permits
Dear Mr. Benson,
On behalf of North Carolina Department of Natural & Cultural Resources please find the attached
documentation in support of Fast Track Applications (FTA 10-23) for the referenced project. As noted in
the application, this project will consist of gravity sewer service, a pump station, and force main that will
serve the Beaufort Maritime Education Center in Beaufort, NC. The pump station, force main, and gravity
sewer service will be owned and maintained by the property owner, the North Carolina Department of
Natural&Cultural Resources.
The proposed project will meet all DWR's minimum design criteria for sanitary sewer extensions. The daily
design flow rate for this project is calculated at 7,250 GPD based on NCAC 2T Rules for wastewater flow
rates and the anticipated flow from the parks with restroom facilities.The proposed sanitary sewer line sizes
are more than adequate to convey the design flow rates.
Please find attached the following information in support of the application:
• Fast Track Sewer System Extension Application (FTA 10-23)
• Flow Tracking/Acceptance Form for Sewer Extension Applications(FTSE 10-18)
• Project Narrative
• USGS Map
• Street Level Map
• $600 Check for payment of Application Fees
If you have any questions regarding this request or if you require any additional information,please feel free
to contact me at 910-899-4619 or [e-mail].
Sincerely
WithersRavenel
Ryan Bergeron, P.E.
Project Manager

%0 WithersRavenel iw&MSV tter of Transmittal
219 Station Road. Suite 101 MAY 15 202�
Wilmington, NC 28405
t: 910.256.9277 1 f: 919,467.6008 NGRegonal Office
Wibrnngton
5/6/2024 •'• • 03221471
Tyler Benson
TO: NCDEQ - Wilmington Regional
Office Beaufort Maritime Education Center
127 Cardinal Drive Extension Sewer Extension Permit Submittal #1
Wilmington, NC 28405
WE ARE SEN' \IG YOU THE FOLLOWltN,,. :I
® Attached ❑ Under Separate Cover Via
❑ Shop Drawings ❑ Prints ❑ Plans ❑ Samples Specifications
❑ Copy of Letter ❑ Change Order Disk ❑ Other
1 Cover Letter
2 Fast Track Sewer Extension Application(FTA 10-23)Pump Station
2 Flow Tracking/Acceptance Form for Sewer Extension Applications(FTSE 10-18)
2 Project Narrative
2 USGS Map
2 Street Level Map
1 Check#6835 for$600
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use :1 Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑ Other
❑ For bids due ❑ Prints returned after loan to us
REMARKS:
Julie Wilson Ryan Bergeron
a [e-mail] [e-mail]
COPY TO: 910.899.4632 SIGNED: 910.899.4619
QA/QC:
RECEIVED:
If enclosures are not as noted,kindly notify us at once.

DocuSign Envelope ID:E7733AC6-E8C3-46EB-B68C-2ED4CAE489F8
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
AST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be comuleted or the aoolication will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: North Carolina Department of Natural&Cultural Resources(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:Staci Mcyer per 15A NCAC 02T.0106(b)
Title:Chicf Dcputy Secretary
4. Applicant's mailing address:4605 Mail Service Center
City:Raleigh State:NC lip:27699-_
S. Applicant's contact inforniation:
Phone number:[phone] Ismail Address:erin.lawrence a,dncr.nc.gov
11. PROJECT INFORMATION:
I. Project name:Beaufort Maritime Education Center
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Project ❑ARPA funded
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:Carteret
4. Approximate Coordinates(Decimal Degrees):Latitude: 34.7280' Longitude:-76.6662`'
5. Parcel ID(if applicable): 730613140379000(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer:Chistopher Huff License Number:024420
Finn: WithersRavenel,Inc.
Mailing address: 115 MacKenan Drive
City:Cary State:NC Zip:27511
Phone number:[phone] Email Address:chuffa.witherswavencl.com
IV. WAS7'EWA7'ER'rREATMEN'1'FACILITY(WWTF)INFORMATION:
1. Facility Name:Beaufort W WTP Permit Number:NC 0021831
Owner Name:Town of Beaufort
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream(Receiving)Sewer Infonnation: I inch O Gravity ® Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00102
Owner Name(s):Town of Beaufort
FORM: FTA 10-23 Page I of 5

DocuSign Envelope ID:E7733AC6-E8C3-46EB-B68C-2ED4CAE489F8
VI. GENERAL RI?QUIREVIENTS
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 Operational Agreement(FORM:DEV)been attached?
❑Yes [-]No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM:HOA)and
supplementary documentation as required by I5A NCAC 02'r.01 15(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: 100%Domestic %Commercial %Industrial(See 15A NCAC 02T.0103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Has a flow reduction been approved under 15A NCAC 02T.01 14(f)'? ❑Yes ®No
)- If yes,provide a cony of flow reduction annroval letter with this aoMication
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(o) Daily Design Flow"'' No.of Units Flow
Parks with restroom facilities 250 gal/plumbing fixture 29 7,250 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 7,250 GPD
a See I SA NCAC 02T.0114(b).(d).(e)(1)and(e)L for caveats to wastewater design flow rates(i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T.01 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:7.250 GPD(per 15A NCAC 02T 0114 and G.S. 143-215 1)
➢ 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 Pennit Number: Issuance Date:
❑Rehabilitation or replacement of existing sewers with no new flow expected
❑Other(Explain):
FORM:FTA 10-23 Page 2 of 5

DocuSign Envelope ID:E7733AC6-E8C3-46EB-B68C-2ED4CAE489F8
V11. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be penmitted:
Size(inches) Length(feet) Material
Section It&III of the MDC for Permitting of Gravity Scwers 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
VI II. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATF COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDI31)IN THIS PROJECT
l. Pump station number or name:MEC PS-1
2. Approximate Coordinates(Decimal Degrees): Latitude:34.7280° Longitude:-76.6662'
3. Total number of pumps at the pump station:2
3. Design (low of the pump station: 0.00725 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): 28 gallons per minute(GPM)at 78 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
1.5 585 PVC or HDPE
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
Y 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(h)(1)(C):
® Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Y Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
Y 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 10-23 Page 3 of 5

DocuSign Envelope ID:E7733AC6-E8C3-46EB-B68C-2ED4CAE489F8
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)&W? ®Yes [:]No
15A NCAC 02T.0305 contains minimum separations that shall be provided for scwcr systems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
2Water mains(vertical-water over sewer preferred, including in benched trenches) 18 inches
2Water 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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-1 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
Y If noncompliance with 02T.0305(f)or(R).see Section X.I 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 webpage
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(t)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
Y Please provide supplementary information identifying the areas of non-conformance.
:- Sec the Division's draft separation requirements for situations where separation cannot be met.
Y 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 .02007 ❑Yes ❑No
i- This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ®Yes ❑No
or 401 Water Quality Certifications?
y 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)(6)(additional pennits/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 pennits(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 I SA NCAC 02T.0402."high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that arc 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 10-23 Page 4 of 5

DocuSign Envelope ID:E7733AC6-E8C3-46EB-B68C-2ED4CAE489F8
X. CERTIFICATIONS:
I. Does the submitted system comply with 1.5A 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?
® Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative 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 projects requiring a variance approval may be subject to longer
review times.For projects reauirine two or more variances or where the variance is determined by the Division to be a
significant portion of the protect,the full technical review is required.
2. Professional Engineer's Certification:
t, Christopher Huff. PE
- - _ attest that this application for Beaufort Maritime Education Center
(Professional Engineer's nano from Application Item III.1.) Qrrojcet Name from Application Itcm 11.1)
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 (his 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.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: �.•�`` C A
,O
�?. EAL �
=s ?► 2Z� t�= .
GINS
3. Applicant's Certification per 15A NCAC 02"1'.0106(b):
1, Staci Mever _-" attest that this application for Beaufort•Maritime_Education Center
(Signature Authority Name from Application Itcm 1.3.) (Project Name from Application Item II.I)
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 pans 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 arc 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.
DocuSq
ned by:
1�/J/J1/ Staci T. Meyer Chief Deputy Secretary 4/26/2024
Signatur . asa�so�ataooaee... Date:
FORM:FTA 10-23 Page 5 of 5

DocuSign Envelope ID E7733AC6-E8C3-46EB-B68C-2ED4CAE489F8
State of North Carolina
D Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources 1--TA 10-23&SUPPORTING DOCUMENTATION
\pplicatirni Number: u(to he completed by MR)
All items must be completed or the anmlication will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: North Carolina Department of Natural&Cultural Resources(company,municipality,IiOA,utility.etc.)
2. Applicant type: ❑Individual ❑Corporation ❑General Partnership ❑Privately-Owned Public Utility
❑Federal ®State/County ❑Municipal ❑Other
3. Signature authority's name:Slaci Meyer per 15A NCAC 02T.0106(b)
Title:Chief Deputy Secretary
4. Applicant's mailing address:4605 Mail Service Center
City:Raleigh State:NC Zip:27699
5. Applicant's contact information:
Phone number:[phone] Gnail Address:crin.lawrcnce r(,dncr.nc.gov
11. PROJECT INFORMATION:
I. Project name:Beaufort Maritime Education Center
2. Application/Project status: ®Proposed(New Permit) ❑Existing Pennit/Project ❑ARPA funded
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 or the checklist.
If new construction,but parr of a master plan,provide the existing permit number:WQ00
3. County where project is located:Carteret
4. Approximate Coordinates(Decimal Degrees): Latitude: 34.72801 Longitude: -76.6662"
5. Parcel ID(if applicable): 730613140379000(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer:Chistopher I lull License Number:024420
Finn:WithersRavcnel,Inc.
Mailing address: I IS MacKenan Drive
City:C_y Slate:NC_ 'Lip:27511
Phone number:[phone] Email Address:chuff—a)witherswavcnel.com
IN'. WASTEWA'1'ER'I'REATMENT FACILI'rY(WNV'1'F)INFORMATION:
1. Facility Namc:Beaufort W WTP Pcrmil Number:NC 0021831
Owner Name:Town of Beaufort
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ
2. Downstream(Receiving)Sewer Information: 3 inch O Gravity ® Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS00102
Owner Name(s):Town of Beaufort
FORM:FTA 10-23 Page I of 5

DocuSign Envelope ID:E7733AC6-E8C3-46EB-B68C-2ED4CAE489F8
V1. GENERAL RI:QUIRKNIEN'rs
I. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity hcen attached?
❑Yes ❑No ®N/A
2. If the Applicant is a I)eveloper of lots to be sold,has a Developer's Operational Agreement(FORM:DEV)been auached7
❑Yes ❑No ®N/A
3. If the Applicant is a 1-lomne/Property Owners'Association,has an HOA/POA Operational Agreement(FORM:HOA)and
supplementary documentation as required by 15A NCAC 02'r.0115(c)been attached?
[-]Yes ❑No ®N/A
4. Origin orwasiewater:(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[ionic ❑Other(Explain in Attachment)
5. Nature of wastewater: 100%Domestic %Commercial %Industrial(See 15A NCAC 02T.0103(201)
If Industrial,is there a Pretreatment Program in effect?❑Yes No
6. Has a flow reduction been approved under ISA NCAC 02T.0114(f)'? ❑Yes ®No
i- If Yes,provide a cony of flow reduction approval letter with this aonlicalion
7. Summarize wastewater generated by project:
EsNblishment Type(sec 02T.0114(f)) Daily Design Flow°'' No.of Units Flow
Parks with restroom facilities 250 gal/plumbing fixture 29 7,250 GPD
gal/ GPD
gall GPD
gall GPD
gal/ GPD
gall GPD
Toial 7,250 GPD
a See 15A NCAC 02T.0114(b).(d).(Of 1)and(e)(2)for caveats to wastewater design flow rates(i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A4).
b Per ISA NCAC 02T.0114(c),design flow rates for establishments not identified[in table I SA 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:7.250 GPD(per 15A NCAC 02T.0114 and G.S. 143-215.1)
T• 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 pennilted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timcframe for pennitting 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 10-23 Page 2 of 5

DocuSign Envelope ID:E7733AC6-E8C3-46E8-868C-2ED4CAE489F8
V11. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
I. Summarize gravity sewer to be pennittcd:
Size(inches) Length(feet) Material
Section II& III of the MDC Ibr Pennitting of Gr vity Sewers contains information related to design criteria
i Section III contains information related to minimum slopes for gravity se%ver(s)
Oversizing lines(o meet minimum slope requirements Is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF TI-IIS PAGE FOR EACI I PUMP STATION INCLUDED IN THIS PROJFC'f
I. Pump station number or name:MEC PS-1
2. Approximate Coordinates(Decimal Degrees): Latitude: 34.7280' Longitude:- 6.6662'
3. 'total number of pumps at the pump station:
3. Design flow of the pump station: 0,00725 millions gallons per day(firm capacity)
Y This should reflect the total GPM for the pump station with the largest punmp out of service.
4. Operational point(s)per punmp(s): 28 gallons per minute(GPM)at 78 feet total dynamic head('I'DH)
5. Summmarize the force main to be pennitted(for this Pump Station):
Size(inches) Length(feet) Material
1.5 585 PVC or I-IDPE
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.I.b.®Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(I):
❑ Standby power source or ❑ Standby pump
)w Must have automatic activation and telemetry- I SA NCAC 02T.0305(h)(I)(1))!
Required for all pump stations with an average daily(low 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 I SA NCACO2T.0305(h)(1)(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.
Y 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 tinmeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM:FTA 10-23 Page 3 of 5

DocuSign Envelope ID:E7733AC6-E8C3-46EB-B68C-2ED4CAE489F8
IX. SETBACKS&SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
I_ Does the project comply with all separations/alternadves found in 15A NCAC 02T.0305(f)&M? ®Yes ❑No
I SA NCAC 021'.0305 contains minimum separations that shall be provided for sewers stems:
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(horizon(al) 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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water,and associated wellands. 100 feet
"Waters classified WS(except WS-1 or WS-V),B.SA,ORW,HQW,or SIi from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) SO 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 WI.. 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 feel
Final earth grade(vertical) 36 inches
If noncompliance with 02T.0305(f)or(g).sec Section X.I of this application
"15A NCAC 02T.0305(g)contains alternatives where separations in 021'.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 webnase
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(t)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.
Y 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 ISA NCAC 02R.02007 ❑Yes ❑No
)- This includes Trout Buffered Streams per 15A NCAC 2B.0202
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)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T 0I05(c)(61 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,stornwater management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-priority?" ❑Yes ®No
Per I SA NCAC 02T.0402."high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to strcambanks that arc subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
i 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 permtt(ee 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.
DORM:FI'A 10-23 Page 4 of 5

DocuSign Envelope ID:E7733AC6-E8C3-46EB-B68C-2ED4CAE489F8
X. CERTIFICATIONS:
I. Does the submitted system comply with ISA 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'?
®Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Allemalive 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 projects requirine a variance approval may be subject to longer
review limes For oroiects reguirine two or more variances or where the variance is determined by the Division to he a
significant portion of the protect,the full technical review is required.
2. Professional Engineer's Certification:
1, Christopher N.Huff.PE allesl that this application for Beaufort Maritime Education Center
IProfcssional linsineer's name from Application Itcm Ill.I.) (Project Namc from Application 11cm 11.1)
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 Fact-Track Permitting
of Pump Stations and Force Mains(latcst 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 Slalulcs 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 Ralas and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
.... ............. tl il'r lt�il t.........................
f;
North Carolina Professional Engineer's seal,signature,and date: ••.•``,�` cc;
Q, FE S
=f EAL =y -
s 024420 14 Jk``
,,A�sTNGINS"`�J•��
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1. Staci Meyer _ _,attest that this application for Beaufort-Marltime Edueatlon Center._
ISignature Authority Name from Application Item 1.3.) (Project Name hom Application liem 11.1)
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 or 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(his permit be violated. I also understand that if all required parts of(his 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 S 10,000 as well as civil penalties up to S25,000 per violation.
Sp
SignaturRSITODStaci T. Meyer Chief Deputy Secretary
4/26/2024
Signalur aat.�eorataoease . flute:-- -. —
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: NC Dept Natural & Cultural Resources
Project Name for which flow is being requested: Beaufort Maritime Education Center
Afore than one FTSE may be required for a single project if the owner of lire ;VWTP 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: Town of Beaufort
b. WWTP Facility Permit #: NCO021831
c. WWTP facility's permitted flow 1.5 Ali flows are in MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.2556
e. WWTP facility's actual avg. flow 0.9345
f. Total flow for this specific request 0.0073
g. Total actual and obligated flows to the facility 1.1974
h. Percent of permitted flow used 80%
11. 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) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Pen-nit Capacity,* (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
10 0.2592 0.1037 0.0501 0.0030 0.0531 0.0506
7 0.3931 0.1572 0.1283 0.0032 0.1315 0.0257
*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): Town of Beaufort
Downstream Permit Number: WQCS00102
Page 1 of 6
FTSE 10-23

Ill. Certification Statement:
I Todd Clark 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 ade uate capacity to transport and treat the proposed new wastewater.
As
. nin Official Signatu Dale
Town Manager
Title of Signing Official
Page 2 of 6
FTSF; 10-23

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: NC Dept Natural & Cultural Resources
Project Name for which flow is being requested: Beaufort Maritime Education Center
More than one FTSE ntay be required for a single project if the owner of the WWTP is not responsible for all pump
stations along Cite route of the proposed►vastetvater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Beaufort
b. WWTP Facility Permit #: NC0021831
C. WWTP facility's permitted flow 1.5 All flows are in MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.2556
e. WWTP facility's actual avg. flow 0.9345
f. Total flow for this specific request 0.0073
g. Total actual and obligated flows to the facility 1.1974
h. Percent of permitted flow used 80%
H. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pomp stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity,* (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
10 0.2592 0.1037 0.0501 0.0030 0.0531 0.0506
7 0.3931 0.1572 0.1283 0.0032 0.1315 0.0257
*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): Town of Beaufort
Downstream Permit Number: WQCS00102
Page I of 6
FTSE 10-23

Ill. Certification Statement:
I Todd Clark 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 ade uate capacity to transport and treat the proposed new wastewater.
1�
nin Official Signatu Date
Town Manager
Title of Signing Official
Page 2 of 6
FTSE 10-23

ti WithersRavenel
Sanitary Sewer Narrative
Beaufort Maritime Education Center
Town of Beaufort, NC
North Carolina Department of Natural &
Cultural Resources
Prepared For:
North Carolina Department of Natural & Cultural Resources
4605 Mail Service Center
Raleigh, NC 27699
Erin Lawrence
[e-mail]
919-814-6613
Prepared By:
WithersRavenel
115 MacKenan Drive
Cary, NC 27511
[phone]
License No.: F-1479
WithersRavenel Project No. 03221471
May 7, 2024

Sanitary Sewer Narrative Beaufort Maritime Education Center
Site Description
The site in its existing conditions includes the existing education building, various storage
structures, gravel parking and driveways, and lawn areas. It has generally flat terrain with slopes
generally less than 5%with a few sections around the existing wetlands and ditches that exceed
5%. The wetlands located onsite have been delineated by the Davey Resource Group, mapped
by WithersRavenel, and accepted by NCDWR and the USACE. Wetlands are located primarily
along the southern and western edges with a large area of wetlands at the eastern portion of the
site and several smaller pockets throughout the site. The site also includes both jurisdictional and
non-jurisdictional ditches.
Land use in the vicinity of the project varies.Adjacent land uses include the Michael J. Smith
Airfield to the northeast, existing residential development to the northwest, and Highway 70 to
the south.The site is bounded by the Newport River to the west.
The project proposes the construction of a new maritime education center and associated site
development including driveways, parking, sidewalks, and landscape areas. Proposed sanitary
sewer facilities include a sanitary sewer service. The sewer service will flow into the proposed
packaged grinder pump which will connect to the existing public forcemain located in the West
Beaufort Road Extension right-of-way.
2 Sewer Design
The proposed sewer system includes the design and construction of a single PVC sewer service
for the proposed building. The service will be directed into the proposed grinder pump station.
The proposed pump station is located in a landscape area and is greater than 50'from the
nearest wetland area.
Flow from the pump station will be directed via a 1.5" force main to a connection with the Town
of Beaufort's existing 3"force main located in the West Beaufort Road Extension right-of-way.A
total of 585 linear feet of 1.5" PVC force main is proposed. All proposed sanitary sewer is to be
private.
The project proposes a total wastewater demand of 7,250 gallons per day(per 15A NCAC 02T
.0114 and G.S. 143-215.1). The pump station is designed to accept flows from the proposed
building only and does not anticipate future flows contributing to the pump station.
May 7, 2024 140
WithersRavenel Project No. 03221471 40 WithersRavenel

040 WiLhersRavenel
/ Our People Your Sup., ,,
Sanitary Sewer Narrative
Beaufort Maritime Education Center
Town of Beaufort, NC
North Carolina Department of Natural &
Cultural Resources
Prepared For:
North Carolina Department of Natural & Cultural Resources
4605 Mail Service Center
Raleigh, NC 27699
Erin Lawrence
[e-mail]
919-814-6613
Prepared By:
WithersRavenel
115 MacKenan Drive
Cary, NC 27511
[phone]
License No.: F-1479
WithersRavenel Project No. 03221471
May 7, 2024

Sanitary Sewer Narrative Beaufort Maritime Education Center
1 Site Description
The site in its existing conditions includes the existing education building, various storage
structures,gravel parking and driveways, and lawn areas. It has generally flat terrain with slopes
generally less than 5%with a few sections around the existing wetlands and ditches that exceed
5%. The wetlands located onsite have been delineated by the Davey Resource Group, mapped
by WithersRavenel, and accepted by NCDWR and the USACE. Wetlands are located primarily
along the southern and western edges with a large area of wetlands at the eastern portion of the
site and several smaller pockets throughout the site.The site also includes both jurisdictional and
non-jurisdictional ditches.
Land use in the vicinity of the project varies.Adjacent land uses include the Michael J. Smith
Airfield to the northeast, existing residential development to the northwest, and Highway 70 to
the south.The site is bounded by the Newport River to the west.
The project proposes the construction of a new maritime education center and associated site
development including driveways, parking, sidewalks, and landscape areas. Proposed sanitary
sewer facilities include a sanitary sewer service.The sewer service will flow into the proposed
packaged grinder pump which will connect to the existing public forcemain located in the West
Beaufort Road Extension right-of-way.
2 Sewer Design
The proposed sewer system includes the design and construction of a single PVC sewer service
for the proposed building. The service will be directed into the proposed grinder pump station.
The proposed pump station is located in a landscape area and is greater than 50' from the
nearest wetland area.
Flow from the pump station will be directed via a 1.5" force main to a connection with the Town
of Beaufort's existing 3"force main located in the West Beaufort Road Extension right-of-way. A
total of 585 linear feet of 1.5" PVC force main is proposed.All proposed sanitary sewer is to be
private.
The project proposes a total wastewater demand of 7,250 gallons per day(per 15A NCAC 02T
.0114 and G.S. 143-215.1). The pump station is designed to accept flows from the proposed
building only and does not anticipate future flows contributing to the pump station.
May 7,2024 10
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