WQ0040665_Application (FTSE)_20190327

Central Files: APS SVVP
2/25/2019
WQ0040665
Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations. & Pressure Sewer Extensions A Individual
Primary Reviewer
dean.hunkele
Coastal SlIVIRtille
Permitted Flow
-5-
a
Permit Contact Affiliation
Facility Name
Major/Minor Region
Loblolly Landing Subdivision
Minor Wilmington
Lom-ation Address
County
7312 Mason Landing Rd
New Hanover
Facility Contact Affiliation
Wilmington NC 28411 ,
owil.G� r
Owner Marne Owner Type
Cape Fear Public Utility Authority Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Dates/Events Wilmington NC 28403.
Scheduled
Orig Issue App R"eceived. Draft Initiated Issuance Public Notice Issue Effective Expiration
2/22/2019
6 �i I
Re—gulade,"d Act'Wifies Rewes-ted Events
Additional information requested
Additional information received
OL, g t
Oft
675U
OPERATING

%0 W*IthersRavenet
NioOur People. Your Success.
2 J 9 5 )iCation Road, Suite 101
IVVJm,,mrton, Nor-i-h Carolina 28405
r
L 91(
TO:
NCDEQ - DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405 1
WE ARE SENDING YOU
El Shop Drawings
El Copy of Letter
Letter of Transmittal
2-22-19
= 03170198.10
Dean Hunkele
Loblolly Landing Subdivision
Wastewater Svstem Permit Review Submittal
® Attached ❑ Under separate cover via
El Prints El Plans El Samples
F-1 Change order F-1 Diskette 1:1
2 Fast Track Sewer Application (1 original & 1 copy)
1 $480 Review Fee
2 Design Narrative
2 Flow Tracking Application
2 USGS Mai) & Street Level Map
THESE ARE TRANSMITTED as checked below:
For approval ❑Approved as submitted
❑ For your use ❑Approved as noted
❑ As requested ❑Returned for corrections
❑ For review and comment ❑
F-1 FOR BIDS DUE 20 ❑PRINTS RETURNED AFTER LOAN TO US
the following
items:
El Specifications
EJ Resubmit copies for approval
F-1 Submit copies for distribution
[:1 Return corrected prints
REMARKS: Please let me know if you have any questions or need anything else. Thanks.
DENR/DWR
FEB 2 2 2019
Water Q112jih/ Rpaional
Operat
ions
s --,s p7T
�ijMjnotnn Regional Office
COPY TO: SIGNED: J e Boyd, PE
If enclosures are not as noted, kindly notify us at once.

State of North Carolina
Department of Environmental Quality
DINR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (4v�6 5"(to be com leted b DWRppW(aoop y )
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority (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: Matthew Tribett, PLS, PE per 15A NCAC 02T .0106(b)
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: [phone] Email Address:
II. PROJECT INFORMATION:
1. Project name: Loblolly Landing
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: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2653' Longitude:-77.7766'
5. Parcel ID (if applicable): R04500-004-007-001
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Joe Boyd License Number: 039113
Firm: Withers Ravenel
Mailing address: 219 Station Road, Suite 101
City: Wilmington State: NC Zip: 28405-
Phone number: [phone] Email Address: ; boydkwithersravenel.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin (Northside Plant) Permit Number:
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 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: DE V) 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):
Z Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased El 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(D? ❑ Yes ® No
)0- If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01110
Daily Design Flow a,b
No. of Units
Flow
Single Family Residences (3 bedroom)
360 gal/unit
8
29880 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
200 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2,880 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
8 910 PVC
➢ 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: 0Longitude: - °
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)(D:
❑ 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)
➢ 1 SA NCAC n?T 0105(f) rnntninc minimum c.Pnaratinnc that shall he nrnvided for sewer cvctemc'
M1 ■ •
Setback Parameter's
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
1.00 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
➢ 15A NCAC 02T.0305() 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(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
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .02009 ® Yes ❑ No
➢ 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? E Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? E Yes ❑ No
Per 15A NCAC 02T.010, 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.
E]Yes ® No
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains ( latest version), and the Gravity Sewer Minimum Design Criteria ( latest version) as applicable?
® 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 ( ' attest that this application for
z�p
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, 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: �N CARO//
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3. Applicant's Certification per 1 SA NCAC 02T .0106(b):
r
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 well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: FTA 04-16 Page 5 of 5

,A-0 W1,19th-ersRavenell.
410 Our People. Your Success.
Sanitary Sir System Narrative
Lobtotty Landing Subdivision
New Hanover County, N
Site Location and Description
The purpose of this project is to construct the necessary grading and infrastructure for the
development of 8 residential lots within New Hanover County to be known as Loblolly Landing.
To construct this project, which includes a new roadway, water, sewer and storm water
infrastructure; the site will need to be cleared and graded along with installing necessary
infrastructure to allow the lots to be developed individually at a later date. There is one tract of
land that include this proposed development, owned by John C. Dieffenbauch & Michael D. Hritz.
The project will be developed by Pompano Development Group, LLC, who Mr. Dieffenbauch is
the managing member of and at a later date the property will transfer to.
The property drains to Pages Creek (SA;ORW) via offsite sheet flow and ditches and ultimately
part of the Cape Fear River Basin. Currently the site is undeveloped woodlands and surrounding
the project are residential subdivisions and Mason Landing Road to the west.
Sewer Design
The proposed sewer system includes the design and construction of approximately 910 LF of fl-
inch gravity sewer, four manholes, and eight sewer connections. The sewer system will tie into an
existing sewer main across the street from the development via a cut in manhole. The sewer
system the project ties to is owned by the Cape Fear Public Utility Authority (CFPUA) and CFPUA
will take ownership of these mainlines when the project is complete. Sewer flow once offsite will
drain to an existing pump station (Pump Station #144) owned by CFPUA and ultimately ends at
the James A. Loughlin (Northside) Wastewater Treatment Plant, also owned and operated by
CFPUA.
Due to design constraints there is one manhole within 50 feet of wetlands. The manholes within
50 feet of the wetlands is MH-2. This manholes will be installed in accordance with the Draft
Document - "Alternative Design Criteria for Minimum Separation for Sewer Systems to Wetlands
(15A N CAC 2T .0305 (f) - Part D (August 2008).
As mentioned, once the wastewater flow leaves the project via gravity flow, it will ultimately end
up at the James A. Loughlin (Northside) Wastewater Treatment Plant. This project proposes 2,880
gpd of sewer flow be added to the Treatment Plant, which will put the plant's capacity up to 85.4%
of its permitted flow.
219 Station Road, Suite 1011 Wilmington, NC 28405
t: 910.256.9277 1 f: 910.256.2584 1 www.withersravenel.com I License No. C-0832
Asheville ICary I Greensboro I Pittsboro I Raleigh ( Wilmington

State of North Carolina
4 F Department of Environmental Quality
= I
t Division of Water Resources
5 1t
hillon of Water Resog r ces Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Pompano Development Group, LLC
Project Name for which flow is being requested: Loblolly Landing Subdivision
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin orthside WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
Allflowsare inMGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 2.994
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.002880
g. Total actual and obligated flows to the facility 13.657
h. Percent of permitted flow used 85.4%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (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 / p f),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity* * *
144
N/A
0.324
0.130
0.006
0.007
0.012
0.117
141
N/A
1.506
0.602
.0.283
0.079
0.362
0.241
89
N/A
14.583
5.833
4.493
1.586
6.078
-0.245
* 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): _Cape Fear Public Utility Authority
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr 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.
1
tl(z t
Signing Official Signature bate
CA=Ip-�' & E*1116) , AIL, 60 -
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
Pump Station (Name or Number) :
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
26% total flow % and 1.586 MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Pro j ect that will provide the required planned capacity, namely
Blue Clay Road Force Main is in design or under construction with
planned completion in complete ; and/or
d. The following applies:
The Blue Clay Road Force Main is able to provide additional capacity at PS 89 by
diverting existing. flow .that is currently tributary to PS 89 directly to NSWWTP.
Construction of the force main is complete and was certified .4/5/18. The force main is
available for event. management. Administrative procedures are required for full activation.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
I
,',a / fl,
Page 3 of 6
FTSE 10-18