WQ0042288_Application (FTSE)_20210202

Central Files: APS SWP
2/4/2021
Permit Number WQ0042288 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Version Permit Classification
A Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Elijahs Landing Apartments g
Minor Wilmington
Location Address County
Carteret
Owner
Owner Name
Town of Morehead City
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Gerald A. Jones Jr.
706 Arendell St
Dates/Events Morehead city NC 2855742:
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue
Effective Expiration
2/1 /2021
NCDEQ
MEMO:'1
AUTHORIZED SIGNATURE

To:
NCDEQ-DWR
127 Cardinal Drive Extension
Wilmington, NC 28405
WE ARE SENDING YOU:
yg
THE CULLIPHER GROUP, P.A.
E C Fw``
ENGINEERING & SURVEYING SERVICES
HESTRON PLAZA TWO
[[� U�,J q q
G �� � t7 O 1 2021
151-A NC HWY 24
MOREHEAD CITY, NC 28557
Y.
P:[phone]
F:[phone]
L-ER OF TRANSMITTAL
DATE January 29, 2021
JOB NO. PM858-29
ATTENTION Dean Hunkele
RE: Elijah's Landing
COPIES
DATE
NO.
DESCRIPTION
1
12/9/20
18181
Fee $480.00
1/1
1 /28/21
Narrative
1/1
1/28/21
FTA 04-16 & Supporting Documentation
1/1
1/21/21
FTSE 10-18
2
USGS Map
2
Vicinity Map
2 ea
11x17 Pages C6.1 & C6.3
2 sets
Plans
THESE ARE TRANSMITTED as checked below:
0 For approval ❑Resubmit copies for approval
❑ For your use ❑Submit copies for distribution
[:]As requested ❑For review and comment
❑ FOR BIDS DUE
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS PLEASE CONTACT CHASE CULLIPHER WITH ANY QUESTIONS OR COMMENTS. THANK YOU.
EMAIL: [e-mail]
COPY TO
SIGNED

x
A�1
THE CULLIPHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES
January 28, 2021
Division of Water Resources
127 Cardinal Drive Ext
Wilmington, North Carolina 28405
Re: Narrative - Sewer Collection System for Elijah's Landing Apartments in Morehead City, NC
This is a request to permit domestic sewage flow from Elijah's Landing Apartments to
the Town of Morehead City's WWTP, Permit#: NCO026611. Elijah's Landing Apartments is an
affordable housing multifamily development with a clubhouse. There are seven separate
apartment buildings with a mix of 1 Bedroom, 2 Bedroom and 3 Bedroom units. The clubhouse
has 7 washing machines and two restrooms (his/hers). The requested flow with this application
is 48,520 GPD, calculated as:
Unit Type
# Units
Unit Flow
Total
Flow
11311 Unit
30
24:01
GPD
7,200
213R Unit
78
240
GPD
18,720
31311 Unit
60
360
GPD
21,600
Clubhouse
1
1000
GPD
1,000
Grand Total Flow =
48,520
Sewer shall be conveyed via gravity line to an existing 18" trunk line that runs parallel to Calico
Creek. There is 1,035 LF of 6" PVC sewer line serving the furthest upstream apartment
buildings. There is also 859 LF of proposed 12" DIP sewer lines due an existing
sewer collection system on the adjoining property to the east serving an existing mobile home
development and potential future development crossing onto our site. The design picks up this
existing system at the project boundary and routes it through the development and ties into the
existing downstream sewer, essentially serving both Elijah's Landing Apartments and the
adjoining properties to the east.
HESTRON PLAZA TWO
151-A NC HWY 24
MOREHEAD CITY, NC 28557
[phone]

i
Items included in this permit modification package are an original and a copy of.
1. This Cover Letter
2. One check for $480.00
3. Fast Track Sewer Extension Application, FTA 04-16
4. Flow Tracking Application, FTSE 10-18, Signed by Town of Morehead City
5. USGS Topographic Map
6. Google Earth Aerial Vicinity Map
7. Site and Utility Plans
8. High Priority Line Exhibit
Please review and let me know if you need additional information.
Sincerely, M
Charles M. Cullipher, P. .
4 SEAL
37378
rl�el,2 �

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: L\bW b _1)_W
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Morehead City (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Daniel Williams per 15A NCAC 02T .0106(b)
Title: Public Works Director
4. Applicant's mailing address: 706 Arendell St.
City: Morehead City State: NC Zip: 28557-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Elijah's Landing
❑ Privately -Owned Public Utility
❑ Other
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
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: 34.727°Longitude: -76.747'
5. Parcel ID (if applicable): 637615648235000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1, Professional Engineer: Charles M. Cullipher License Number: 37378
Firm: The Cullipher Group, PA
Mailing address: 151A NC HWY 24
City: Morehead City State: NC Zip: 28557-
Phone number: 252) 773-0090 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Morehead City WWTP Permit Number: NCO026611
Owner Name: Town of Morehead City
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 18" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) 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. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
➢ If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a'h
No. of Units
Flow
1 BR Apartment
240 gal/day
30
7,200 GPD
2 BR Apartment
240 gal/day
78
18,720 GPD
3 BR Apartment
360 gal/day
60
21,600 GPD
Clubhouse w/ Laundry
1,000 gal/day
1,000
1,000 GPD
gal/
GPD
gal/
GPD
Total
48,520 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 [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: 48,520 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,034 �-
PVC
12
85181eq
DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope 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:
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)(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: 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) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(fl 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-1 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
➢ 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305( or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ®No ❑ N/A
➢ 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 setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
➢ 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 ❑ N/A
➢ 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?
® 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:
1,
(Professional Engineer's
from Application Item III.1.)
attest that this application for
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 143-215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I> kt►�i ( w h (em t J'u h c fit, &e_5 attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as_W_el4s civil penalties up to $25,000 per violation.
Date: /0—
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: _ Elijah's Landing of Morehead City
Project Name for which flow is being requested: Elijah's Landing
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for al! pump
stations along the route of the proposed wastewater flow.
L Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Morehead City
b. WWTP Facility Permit #: NCO026611
c.
WWTP facility's permitted flow
2.5 All.fl'ows are in MGD
d.
Estimated obligated flow not yet tributary to the WWTP
0.06
e.
WWTP facility's actual avg. flow
1.401
f.
Total flow for this specific request
.049
g.
Total actual and obligated flows to the facility
1.459
h.
Percent of permitted flow used
58.36%
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 WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Pump Pump
Design
Average
Approx.
Obligated,
Not Yet
Total Current
Station Station
(Name or Permit
Firm Daily Flow**
Capacity, * (Firm / po,
Current
Avg. Daily
Tributary
Daily Flow,
Flow Plus
Obligated
Number) No.
MGD MGD
Flow, MGD
MGD
Flow
Available
Capacity***
#10
2.664 1.064
0.505
0.014
0.519
0.545
* 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 1 of 6
FTSE 10-18

III. Certification Statement:
I Daniel K. Williams certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature
Title of Signing Official
Page 2 of 6
Date
262
FTSE 10-18

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