WQ0041653_Application (FTSE)_20200504

Permit Number W00041653
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facilitv
Facility Name
1-140 Business Park Phases 2R and 3R Private Pump Stations
Location Address
Owner
Owner Name
Dlh Holdings LLC
Central Files: APS _ SWP _
4/29/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
McKinley D. Dull
3807 Peachtree Ave
Dates/Events Wilmington NC 2840367:
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/24/2020
Regulated Activities Requested /Received Events
Additional information requested

NORMS & TUNSTALL
CONSULTING ENGINEERS P.C.
2602 Iron Gate Drive, Suite 102
Wilmington, NC 28412
[phone]
[phone] Fax
John S. Tunstall, P.E.
T. Jason Clark, P.E.
April 23, 2020
NC DEQ
Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Gravity Sewer Extension Fast -Track Permit Application
Sewer Services for 1-140 Business Park Phases IIR & IIIR
New Hanover County
N&T Project No. 20024
Dear Sir or Madam:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Thomas J. Seheetz, E.I.
APR 2 4 2020
1 Y" �,
Enclosed is one (1) original application form, one (1) copy of the Sewer / Pump Station
Calculations, one (1) copy of the Sewer Narrative, one (1) original Flow Tracking / Acceptance
Form (FTSE 10-18) from the Cape Fear Public Utility Authority, one (1) original Operational
Agreement, one (1) 8'/z x 11 color USGS Topographic Map, one (1) site plan (ledger size) and
a $480.00 check for the processing fee.
Please review this information for approval and contact us with any questions or comments you
may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
T. Jason lark, P.E
TJC/asn
20024 04-23-20-s-swr-Itr
Enclosures
V6"V__ L/►_,-
cc: Ken Dull / DLH Holdings, LLC (By E-Mail Only)
Pete Avery / McKinley Building Corp. (By E-Mail Only)
NCBEI.S License C-3641

State of North Carolina
Department of Environmental Quality
DW 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: V UO6060 (to be completed byDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: DLH Holdings. LLC (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: McKinley D. Dull per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 3807 Peachtree Avenue, Suite 200
City: Wilmington State: NC Zip: 28403
5. Applicant's contact information:
Phone number: 9( 10) 395-6036 Email Address: [e-mail] & [e-mail]
II. PROJECT INFORMATION:
1. Project name: Sewer Services for I-140 Business Park Phases IIR & IIIR
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: W000
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitu e: 34.298°Longitude:-77.934°
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: T. Jason Clark, P.E. License Number: 030869 NC
Firm: Norris & Tunstall Consulting_ Engineers. P.C.
Mailing address: 2602 Iron Gate Drive, Suite 102
City: Wilmington State: NC Zip: 28412-
Phone number: 910) 343-9653 Email Address: *[e-mail] com & anorris(a�ntengineers.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin (Northside WWTP) Permit Number: NC 0023965
Owner Name: Caue Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W00039283
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Cape Fear Public Utility Authority
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 : % Domestic/Commercial 100 % 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(f)? ❑ Yes ❑ No
➢ If Yes, provide a cony of flow reduction aonroval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'"
No. of Units
Flow
IIR - Business General / Warehouse
25 gal/Day / Employee
32
800 GPD
IIR - Loading Bay
100 gal/Bay
4
400 GPD
gal/
GPD
IIIR - Business General / Warehouse
25 gal/Day / Employee
50
1,250 GPD
IIIR - Loading Bay
100 gal/Bay
4
400 GPD
gal/
GPD
Total
2,850 GPD
a See 15A NCAC 02T 0114(bb). (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: 2 850 GPD (per 15A NCAC 02T .0114) T[�R : l 1 100
➢ 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
➢ 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: #1 and Pump Station #2
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.2980 Longitude:-77.934'
3. Design flow of the pump station: # 1 = 1,200 & #2 = 1.650+*ikiew 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):
al
u
Size (inches)
Length (feet)
Material
2"
50
PVC
2"
50
PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
5,9-&AQ_ ►�'1�H
❑ 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)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
►2M■M
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
➢ 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 webnage
➢ 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
➢ 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 .0200? ® 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? ® 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 Permittin Branch
ranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
0VME
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
➢ 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 1 '�-StC-S6tw)
If No, complete and submit the Variance/Alternative Design Request application (VADC 10--14) and §upporting documents for
review. Approval of the request is required orior to submittal of the Fast Track Application and snnnnrtino documents
2. Professional Engineer's Certification:
�J 'eU , i , L. , attest that this application for
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 a Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inbluision of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be con ' tent with the proposed design.
NOTE — In accordance wi 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. /J A... -
North Carolina Professional Engineer's seal, signature, and date:
SEAL r
0308
,A.�NGIN�,'�
ON
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I. V attest that this application for
(Signature Au ortty's name & tit from Application Item I.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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:P(qK,Date:
Nl -
ue iQ\c rremmkAs aR-116ulV ,Plen..
sk �thfj� Sc mt-
� tDut �ead �aurftclt"+;�bmu6C
�� Bunn c�u�n � CFPUR emal.�� �� stlfc�un
ttl�at . A� tc) y%o} mt� +r\ 1% rce>tia�n ,Due Ienl/��i� � ppriva4c,
FORM: FTA 047 6t 1 �� hQ,U �S eJ .5 e tntt t Y1. V Page 5 of 5

State of North Carolina
IIMI,Ilk��
U
Division of Water Resources
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: DLH Holdings, LLC N 1
Project Name for which flow is being requested: I-140 Business Center -Phase 2R and 3R
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 (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 3.397
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.002850
g. Total actual and obligated flows to the facility 14.061
h. Percent of permitted flow used 87.9
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
Average
Approx.
Obligated,
Pump
Pump
Daily
Current
Not Yet
Total Current
Station
Station
Firm
Flow**
Avg. Daily
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm / pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
10
N/A
14.832
5.933
3.472
0.574
4.046
1.887
12
WQ0039517
4.920
1.970
0.672
0.228
0.9
1.070
* 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 Jeff Theberge, 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 Il 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.
Official Signature
Engineering Manager
Title of Signing Official
4/ 16/2020
Date
Page 2 of 6
FTSE 10-18

SEWER NARRATIVE
SEWER SERVICES FOR 1-140 BUSINESS PARK PHASES IIR & IIIR
Hwy. 421 North
Wilmington, North Carolina
For
DLH Holdings, LLC
3807 Peachtree Avenue, Suite 200
Wilmington, NC 28403
[phone]
`v aNN 51,2azo
March 2020
Prepared by:
NORRIS & TUNSTALL CONSULTING ENGINEERS, P.C.
2602 Iron Gate Drive, Suite 102
Wilmington, North Carolina 28412
[phone]
[phone] (Fax)
License # C-3641
N&T Project #20024

I'►e1:7:7emP1�
SEWER SYSTEM:
These private duplex grinder pump stations and forcemain systems are designed to
service warehouse / showroom / office site existing developments. This permit is for
Phase IIR and Phase IIIR.
Phase IIR consists of two (2) buildings that currently share a septic tank. Due to on -site
expansion, the septic fields will be going away. This requires connection to the new 8"
CFPUA forcemain within the US 421 Right -of -Way. The addresses for Phase IIR are
3818 and 3822 Hwy 421 North. A total of 50 LF of 2-inch sewer line will be needed to
complete the system for Phase IIR. It will connect to the recently completed 8-inch
forcemain owned by the CFPUA. The design flow of the Phase IIR pump station is
1,200 GPD. The pump station reliability of the station is per 15A NCAC 02T .0305
(h)(1)(C). A portable pump power source shall be dedicated to backup of this station. A
letter will be provided that the portable source of power is owned or contracted for by
the permittee and is compatible with the station. Telemetry is provided at the station
with remote notification if a power outage or problem occurs. A high-water audio and
visual alarm are provided.
Phase IIIR consists of one (1) building that currently utilizes a septic tank for sanitary
sewer. Due to on -site expansion, the septic fields will be going away. This requires
connection to the new 8" CFPUA forcemain within the US 421 Right -of -Way. The
address for Phase IIIR is 3826 Hwy 421 North. A total of 50 LF of 2-inch sewer line will
be needed to complete the system for Phase IIIR. It will connect to the recently
completed 8-inch forcemain owned by the CFPUA. The design flow of the Phase IIIR
pump station is 1,650 GPD. The pump station reliability of the station is per 15A NCAC
02T .0305 (h)(1)(C). A portable pump power source shall be dedicated to backup of this
station. A letter will be provided that the portable source of power is owned or
contracted for by the permittee and is compatible with the station. Telemetry is provided
at the station with remote notification if a power outage or problem occurs. A high-water
audio and visual alarm are provided.
There are two (2) separate conditions that occur at the connection points for each of the
proposed pump stations to the CFPUA forcemain. The design condition is where the
upstream pumps that connect to the forcemain are off. This results in a very low head
condition to pump into the 8-inch forcemain. This condition will result in a condition of
approximately 15.2 GPM at 15' TDH. The second condition is with upstream pump on.
The CFPUA can give us little confidence in the pressure to overcome. Our max pump
operating will be approx. 6.4 GPM at 198' TDH.
The MDC requires if practical, a minimum of two (2) cycles per hour. Due to the ADF
and the duplex pump / wet well requirements it is not practical to meet the two (2) cycles
per hour requirement.

Also, the MDC requires a minimum of two (2) FPS in all forcemain design. Due to the
extreme conditions that the pump station must overcome, we cannot provide two (2)
FPS in the desired 2-inch forcemain. Though the length of the forcemains is short (50
feet) we do not want to downsize the forcemain to less than 2-inch for this length.
This system will be served by the Cape Fear Public Utility Authority.