WQ0038910_Application_20181203

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November 26,2018 C AVA N A U G I-I
Christyn Fertenbaugh
1617 Mail Service Center 0
Raleigh, NC 27699-1617 - '�
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Subject: WQ0038910 NCDOT Surf City Bridge Replacement(B-4929)Sewer 'el cations 8 ?0,8
Dear Ms. Fertenbaugh, off&8u fi
4: J -—
Cavanaugh&Associates, P.A.,on behalf of the Town Of Surf City,hereby submits the following
application to NCDENR Division Of Water Resources for review of the Sewer System Extension
Application for the modification of WQ0038910 NCDOT Surf City Bridge Replacement(B-4929)Sewer
Relocations. The subject project is located in Surf City, Pender County, North Carolina.
The permit was originally issued on January 31,2017. During the course of the project, it was realized
that there is an area near the existing Surf City bridge that is being lowered,and would therefore expose
the existing 12"forcemain. This application is to remove and replace the existing forcemain so that it
will be installed low enough to not be affected by the proposed NCDOT construction.
As was the case for the original permitting of this project,the vast majority of the proposed work meets
the requirements to be permitted through the fast-track process,but there are small sections that do
not meet the separation requirements of 15A NCAC 02T.0305(f) (the newly required work will be within
50'from the intracoastal waterway(ICW),which is classified as SA;HQW),so this application package
includes VADC 10-14 Variance/Alternative Design Request. Surf City is a coastal town,so the need for a
variance request is simply due to the nature of the location of this project,and it ultimately can't be
avoided due to the proximity to the ICW.
Sheet UC-4 of the attached plans gives an overall view of the proposed work. As shown at the top left of
sheet UC-19,we've utilized the area remaining between the new roundabout pavement and the
proposed infiltration basin(by others). Due to the space restrictions,we're within 10'from the
proposed infiltration basin top of bank(from approx.Sta.55+75 to S6+45),which doesn't meet the
separation requirements of.0305(f). We purposely set the proposed manhole in the most open area as '
possible,where it's approx. 18'from the basin top of bank. In addition,the forcemain (shown on UC-23)
shall be DIP(AWWA C151)per note#5 on UC-3,while the gravity pipe will be an 8',deep PVC(DR 35).
Other than the separation from waters classified as SA;HQW,the remaining work will meet the fast-
track requirements.
As was the case for the original permitting of this project,for record, Item G on the application checklist
regarding specifications was checked, but it should be clear the specifications in question are the NCDOT
2012 Standard Specifications(which isn't particularly"signed,sealed,and dated" by an NC PE) as well as
some Special Provisions for this particular project.
Since the project only includes rehabilitation or replacement of existing sewer with no new flow
expected,the flow to be allocated for this project is 0 gpm;for this reason, Item I on the checklist was
left unchecked,as there was no increase in flow for the proposed work.
Cavanaugh&Associates,P.A.,1213 Culbreth Dr.,Wd,t1IPeJtO.r,NC 28405,[phone],Fax[phone],www.cavanaugk&utor5.com

For record,only the relevant portions of SSEA Section VIII have been filled. Since the Surf City Island
Pump Station is existing and the pipeline is being replaced with the same size,the operating
characteristics of the pump station will remain unchanged, so calculations have not been provided.
To be clear,the permits mentioned in SSEA Section IX.4 and IX.5 were obtained by NCDOT, not
Cavanaugh. Bo Hemphill with NCDOT(919)707-6981 can be contacted for any questions regarding
those permits.
To facilitate your review of the enclosed documentation,the following is an itemized breakdown:
1. A check in the amount of$480.00 to satisfy the application fee, made payable to`NCDENR'.
2. One(1)original application form (SSEA 04-16).
3. One (1)copy of the application form (SSEA 04-16).
4. One (1)original variance form (VADC 10-14).
5. One (1)copy of the variance form(VADC 10-14).
6. One(1)original Flow Tracking/Acceptance form (FTSE 08/13).
7. One(1)copy of the Flow Tracking/Acceptance form (FTSE 08/13).
8. One(1)copy of the'Project Special Provisions',which are revisions to the NCDOT 2012 Standard
Specifications that will be the main specification document for this project
(https://connect.ncdot.gov/resources/Specifications/Pages/2012-Roadway-Drawings.aspx).
9. One(1)copy of a USGS color map identifying the project area.
10. One(1)copy of the City's existing collection system permit.
11. Two(2)copies of the plan set.
Please do not hesitate to contact our office should you have any questions,comments,or require any
additional information.
Regards,
Cavanaugh&Associates, P.A.
4' CSW n rn
i
Jeff P.Cappadona, P.E.
Attachments
cc: Ashley Loftis,Town Manager,Town Of Surf City

' State of North Carolina
Department of Environmental Quality
Division of Water Resources
- .. `� 15A NCAC 02T.0300—SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: SSEA 04-16&SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with, 15A NCAC 02T.0100, 15A NCAC 02T
.0300, Division Policies and good engineering practices. Failure to submit all required items will necessitate additional
processing and review time,and may result in return of the application.
For more information, visit the Water Quality Permitting Section's collection systems website
General—When submitting an application,please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information.
A. One Original and One Copy of Application and Supporting Documents
N Required unless otherwise noted
B. Cover Letter(Required for All Application Packages):
N List all items included in the application package,as well as a brief description of the requested permitting action.
> If necessary for clarity, include attachments to the application form.
C. Application Fee(All New and Major Modification Application Packages):
N 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. Sewer System Extension(Form: SSEA 04-16)Application(Required for All Application Packages):
N 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 I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
❑ The project name in Item II.1 shall be consistent with the project name on the plans, specifications, flow acceptance
letters, agreements,etc.
N The Professional Engineer's Certification on Page 6 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
N The Applicant's Certification on Page 6 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).
E. Flow Tracking/Acceptance Form(Form: FTSE 04-16)(If Applicable):
N Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension Permit Form from
the owners of the downstream sewers and treatment facility.
> The flow acceptance indicated in form FTSE 04-16 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 04-16 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 04-16.
INSTRUCTIONS FOR FORM: SSEA 04-16&SUPPORTING DOCUMENTATION Page 1 of 4

F. Engineering Plans(Required for All Application Packages):
® Per 15A NCAC 02T .0305(b)(1), submit two sets of detailed plan sets that have been signed, sealed and dated by a
North Carolina licensed Professional Engineer,and shall include at a minimum:
> Table of contents with each sheet numbered.
> A general location map with at least two geographic references and a vicinity map.
> Plan and profile views of the sewer extension as well as the proximity of the sewer extension to other utilities and
natural features
> Detail drawings of all items pertinent to the sewer extension and pump stations.
> The location of all wells (including usage and construction details if available), streams (ephemeral, intermittent, and
perennial),springs, lakes,ponds, and other surface drainage features within 100 feet of the project.
> Minimum separations required per 15A NCAC 02T.0305(f), and where separations cannot be maintained, alternative
criteria per 15A NCAC 02T.0305(g).
> Minimum cover for sewer extensions required per 15A NCAC 02T.0305(f)must also be shown clearly on the plans.
El Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final plans. However, the plans may be
labeled with the phrase: FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
G. Specifications(Required for All Application Packages):
® Per 15A NCAC 02T .0305(b)(3), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer,and shall include at a minimum:
> Table of contents with each section/page numbered.
> Detailed specifications for all items pertinent to the sewer extension and pump stations
> Site Work(i.e.,earthwork,clearing,grubbing,excavation,trenching,backfilling, compacting,fencing, seeding,etc.)
> Materials(i.e.,force main,gravity,concrete,method of construction,etc.)
> Electrical(i.e., control panels,transfer switches,automatically activated standby power source, etc.)
> Means for ensuring quality and integrity of the finished product in accordance with the Minimum Design Criteria,
including leakage and pressure testing for the sewer extension.
El Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW
ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However,
the specifications may be labeled with the phrase: FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
El Specifications for standard equipment may only be omitted for municipalities with approved standard specifications,
but the use of the standard specifications must be noted on each sheet of the plans.
H. Engineering Calculations(All Application Packages):
> Per 15A NCAC 02T .0305(b)(2) and 15A NCAC 02T .0305(j)(1), submit engineering calculations that have been
signed,sealed and dated by a North Carolina licensed Professional Engineer,and shall include at a minimum:
> Friction/Total Dynamic Head calculations and system curve analysis(with one pump running,two pumps running,etc.)
> Pump selection information including pump curves, manufacturer's information, and recommended installation
guidelines.
> Pump station cycle times and pump run times.
> Minimum velocities in the sewer extension in accordance with the Minimum Design Criteria
> Flotation calculations for all units constructed partially or entirely below grade(i.e.pump stations)
Note that upon completion of the review process and prior to permit issuance,a request for the final plans and
specifications will be requested on digital media(CD,DVD,Jump Drive,etc.)for our records. You will be notified
when this information is requested,as the review may necessitate changes.
INSTRUCTIONS FOR FORM: SSEA 04-16&SUPPORTING DOCUMENTATION Page 2 of 4

I. Downstream Sewer Evaluations(All Application Packages)
❑ Per 15A NCAC 02T .0305(b)(2) and 15A NCAC 02T .0304(h)(1), submit engineering calculations that have been
signed,sealed and dated by a North Carolina licensed Professional Engineer,for receiving collection systems:
❑ For connection to a gravity sewer, submit:
An evaluation of the gravity sewer based on peak flow from the proposed project and peak flows already tributary to
the existing gravity sewer. Provide calculations and detail how existing peak flows were determined.
❑ For connection to a pump station, submit:
An evaluation of the existing pump station to pump peak flow from the proposed project and peak flows already
tributary to the existing pump station. Provide calculations and detail how existing peak flows were determined.
❑ For connection to a force main/low pressures sewer,submit:
An evaluation of the existing system based on peak flows from the proposed project and peak flows already tributary to
the existing system. In addition, evaluate the ability of each pump station tributary to the existing system to pump
against additional head created by greater flows through the system. Evaluation may include alternative designs such
• as telemetry to coordinate pumping between pump stations (provided sufficient storage is available). Also include an
evaluation of the discharge point of the existing force main/pressure sewer.
J. Site Maps(All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area 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
K. 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.).
L. Power Reliability Plan (If Applicable)
❑ Per 15A NCAC 02T.0305(h)(1),submit documentation of power reliability for pumping stations.
> This alternative is only available for average daily flows less than 15,000 gallons per day
> It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is
compatible with the station. The Division will accept a letter signed by the applicant(see 15A NCAC 02T.0106(b))or
proposed contractor, stating that "the portable power generation unit or portable, independently-powered pumping
units,associated appurtenances and personnel are available for distribution and operation of this pump station."
> If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes,shall be provided in the case of a multiple station power outage.(Required at time of certification)
M. Final Environmental Document(If Applicable):
❑ Per 15A NCAC 02T .0105(c)(4)t submit one copy of the environmental assessment and three copies of the final
environmental document(i.e.,Finding of No Significant Impact or Record of Decision).
❑ Include information on any mitigating factors from the Environmental Assessment that impact the design and/or
construction of the subject sewer.
N. 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.
INSTRUCTIONS FOR FORM: SSEA 04-16&SUPPORTING DOCUMENTATION Page 3 of 4

O. Operational Agreements(Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T.0115(c), submit the properly executed Operational Agreement(FORM:HOA 04-16).
❑ Per 15A NCAC 02T.0115(c), submit a copy of the Articles of Incorporation,Declarations and By-laws.
El Developers of lots to be sold
❑ Per 15A NCAC 02T.0115(b), submit the properly executed Operational Agreement(FORM:DEV 04-16).
THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
NCDEQ/DWR
WATER QUALITY PERMITTING
PERCS UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N.SALISBURY ST.SUITE 925
RALEIGH,NORTH CAROLINA 27699-1636 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
INSTRUCTIONS FOR FORM: SSEA 04-16&SUPPORTING DOCUMENTATION Page 4 of 4

•
State of North Carolina
Di/YR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300—SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources SSEA 04-16&SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
I. APPLICANT INFORMATION:
1. Applicant's name:Town Of Surf City
2. Applicant type: ❑Individual, ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility
❑Federal ❑ State ®Municipal ❑ County
3. Signature authority's name:Ashley Loftis per 15A NCAC 02T.0106(b)
Title:Town Manager
4. Applicant's mailing address:214 North New River Drive
City: Surf City State:NC Zip:28445-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name:NCDOT Surf City Bridge Replacement(B-4929)Sewer Relocation
2. Application/Project status: ❑Proposed(New Permit) ®Existing Permit/Project
3.If a modification,provide the existing permit number: WQ0038910 and issued date: 2017-1-31
4. If new construction but part of a master plan,provide the existing permit number:WQ00
5. County where project is located: Pender
6. Approximate Coordinates(Decimal Degrees):Latitude:34.43460 Longitude:-77.55360
III. CONSULTANT INFORMATION:
1. Professional Engineer:Jeff Cappadona License Number: 39790
Firm: Cavanaugh&Associates
Mailing address: 1213 Culbreth Dr.
City: Wilmington State:NC Zip:28405-
Phone number: [phone] Email Address:[e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Surf City WWTF High-Rate Infiltration And Wastewater Irrigaiton System Permit Number:WQ0000795
Owner Name:Town Of Surf City
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0029182
System Wide Collection System Permit Number(s): WQCS00278
Owner Name(s): Town Of Surf City
FORM: SSEA 04-16 Page 1 of 6

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been submitted?
❑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 submitted?
❑Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an Operational Agreement(FORM:HOA)been submitted?
❑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. Is/was an Environmental Assessment required under 15A NCAC 01 C? ❑Yes ❑No
If yes, submit the appropriate final environmental document (FONSI,ROD,etc.)
6. Nature of wastewater: 100%Domestic/Commercial %Other waste—specify:
%Industrial(See 15A NCAC 02T.0103(20))
7. Wastewater generated by project: GPD(per 15A NCAC 02T.0114)
Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ®No
If yes,provide a copy of flow reduction approval letter
8. Summarize wastewater generated by project:
Establishment Type Daily Design Flow a,b No.of Units Flow
gall GPD
gal/ GPD
gal/ GPD
gall GPD
gal/ GPD
gal/ GPD
Total 0 GPD
a See 15A NCAC 02T .0114(b), (d),(e)(1)and(e)(2)for caveats to wastewater design flow rates (i.e.,minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S.42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified below shall be determined using
available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
FORM: SSEA 04-16 Page 2 of 6

VII. GRAVITY SEWER DESIGN CRITERIA- 15A NCAC 02T.0305:
1. Summarize Gravity Sewer to be permitted:
Size(inches) Length(feet) Material
VIII. PUMP STATION DESIGN CRITERIA—02T.0305&MDC(Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: . ° Longitude: - . _°
3. What is the nearest 100-year flood elevation to the facility? feet mean sea level. Source:
Is any of the proposed project located within the 100-year flood plain? ❑Yes ❑No
4. If Yes,are the following items provided per 15A NCAC 02T.0305(e):
Water-tight seals on all station hatches and manholes;and
Control panels vents extend two feet above the100-year flood plain elevation?
❑Yes ❑No ❑N/A
If No,what measures are being taken to protect them against flooding?
5. Finish grade elevation of the pump station:
6. Design flow of the pump station: millions gallons per day(firm capacity)
7. Operational point(s)of the pump(s): gallons per minute at feet total dynamic head(TDH)
8. Number of pumps provided:
9. Number of pump cycles at average daily flow: cycles per hour
10. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B):
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility
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: SSEA 04-16 Page 3 of 6

VIII. PUMP STATION DESIGN CRITERIA(continued)
11. Summarize the pump station design elements:
Design Element Plan Sheet Specification
Reference Reference
Power Reliability Source and Associated Elements
Screened Wet Well Vent
Check Valves,Gate Valves,etc.
Control Panel
Restricted Access Elements(Fence,Wet Well Lock,etc)
Audible and Visual Alarms
Telemetry/SCADA
Level Controls
Weatherproof Sign with Required Information
Air Relief Valves UC-33
12. Summarize the force main to be permitted:
Size(inches) Length(feet) Material High Discharge Pump-Off
Elevation(feet) Elevation(feet) Elevation(feet)
12" (replaces 384 DIP
existing 12")
13. Air release valve station locations per 15A NCAC 02T.0305(i):
Air Release Valve# Station Plan Sheet Reference
FORM: SSEA 04-16 Page 4 of 6

•
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)&(g) ❑ Yes ®No
D 15A NCAC 02T.0305(f)contains minimum separations that shall be provided for sewer systems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 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 II impounded reservoirs used as a source of drinking water 100 feet
**Waters classified WS(except WS-I or WS-V),B, SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands(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
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
D 15A NCAC 02T.0305(g)contains alternatives where separations in 021.0305(f)cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
D If noncompliance with 021.0305(f)or(g),see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ❑Yes ®No
D See the Division's draft separation requirements for situations where separation cannot be meet
D No variance is required if the alternative design criteria specified is utilized in design and construction
D 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 .0200? ® Yes ❑No
D This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ®Yes ❑No
D Wetland-related permits shall be requested,obtained,and adhered to for projects that impact wetlands or surface waters
D Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®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 ®No
D 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: SSEA 04-16 Page 5 of 6

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?
❑Yes ®No
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 supporting
documents.
2. Professional Engineer's Certification:
I, J e w C pp c o d a attest that this application for
(PrbTessional Engineer's name from Application Item III.1.)
NCP 0-r 50. (r 604 ®)A(44.+M4' (8-9-152q) ,SevJCf Ke'o(w4"
ki (Facility name from Application Item II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations,and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with this application package and its instructions, as
well as all applicable regulations and statutes. 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: ll.•lN�����Rpis ',,
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)4 r 039790 •
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P. "�,,.
3. Applicant's Certification per 15A NCAC 02T.0106(b): Zv f 'rr
1,
AsW4.1 LoTNyi S Mcg NacyV attest that this application for
(Signature Authority's name&title from Application Item 1.3.)
NC.1D-r c ;clsc. CPQ-4929) Swm-
facility name from Application Item II.1.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of
wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement action that
may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division of Water
Resources should a condition of this permit be violated. I also understand that if all required parts of this application package
are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature:;, Date: 1 l—k—d 2
FORM: SSEA 04-16 Page 6 of 6