WQ0041343_Application (FTSE)_20200110

Permit Number W00041343
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
3019 Hall Waters Drive Private Commercial Sewer
Location Address
3019 Hall Wafters Dr
Owner
Owner Name
Glenn W Hodges
Dates/Events
Central Files. APS _ SWP _
12/9/2019
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
Individual
Owner Affiliation
Glenn W. Hodges
3911 Wrightsville Ave
Wilmington NC 28403
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/6/2019
Regulated Activities Requested /Received Events
Additional information requested
Additional information received
Outfall
Waterbody l

basin

PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NORTH CAROLINA,
28409
[phone]
TO: Dean Hunkele
NCDEQ
127 Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
a�nEa (OF
DATE 12/6/19
JOB NO.
ATTENTION
PHONE#
RE: 3019 Hall Watters Drive Commercial
Sewer Permit Submittal
Private Sewer'
® Attached ❑ Under separate cover
❑ Prints ❑ Plans
❑ Change order ❑ Diskette
El
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Check for 480 each for application fee
2
One Original & one copy of: Fast Track Application and
Flow Tracking Form
1
USGS Quad Sheet
1
Sewer Narrative
THESE ARE TRANSMITTED as checked below:
❑ copies for
® For approval ❑ Approved as submitted Resubmit approval
copies for
❑ For your use ❑ Approved as noted ❑ Submit distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and
comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO: File
SIGNED: Ma-rkiN. f(cwg oy&
If enclosures are not as noted, kindly notify us at once.

IR State of North Carolina
Department of Environmental Quality
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: l/AG6q 1J (to be completed by DWR)
All items must be completed or the anplication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Glenn W. Hodges (company, municipality, HOA, utility, etc.)
2. Applicant type: ® Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Glenn W. Hodges per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 3911 Wrightsville Avenue. Wilmitipton, NC
City: Wilmington State: NC Zip: 28403-_
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
I. Project name: Halls Wafter Drive Commercial
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 ^ yii,Q Oct t
4. Approximate Coordinates (Decimal Degrees): Latitude: 34_29. Longitude:-77_89. p
5. Parcel ID (if applicable): R03400-001-080-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
Professional Engineer: Mark N. Hargrove License Number: 019742
Firm: Port City Consulting Engineers PLLC
Mailing address: 6216 Stonebridge Road
City: Wilmington State: NC Zip: 28409-_
Phone number: [phone] Email Address: niharprove(@,ee.rr.com
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Laughlin NSW WTP Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
PennitNumber(s): WQ
System Wide Collection System Permit Number(s) (if applicable): WQCS_
OwnerName(s): CFPUA
FORM: FTA 04-16 Page] 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 NN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM, DFV) been attached?
❑ Yes ❑No NN/A
3. If the Applicant is a Honte/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No NN/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
N Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: _% Domestic/Commercial 100 % Commercial
_ % Industrial (See I SA NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes N No
6. Hasa flow reduction been approved under 15A NCAC 02T 0114(f)? N yes N No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(D)
Daily Design Flow °'b
No. of Units
Flow
Business w/ warehouse
100 gal/loading bay
8
800 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
800 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 02'f 01 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 800 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously pennitted 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 266 C900 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: 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 021.030501(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(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (a)
➢ 15A NCAC 02T.0305(f) contains minimum senaratinne that ,hall hP ornvidcd f .
® Yes ❑ No
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 11 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 front 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(el contains alternatives where separations in 021'.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications weboae
> if noncompliance with 02T.0305(0 or (S), 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 I SA 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? ® 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)? ® Yes ❑ No
Per 15A NCAC 021'.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 I5A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streannbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
If yeq ;.,ch,dc n.+ suach,nent with details for cach ling including typo (aerial line, siLc, mdtcjidl, dud IVLatiull).
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-I6 Page 4 of 5

X. CERTIFICATIONS,
1. Does the submitted system comply with ] SA NCAC 02T, the Mi irnum) sign Crite* a For t1w Perraitling of P pw-$W]gtM
and Force Mains ilat,styercionl. and the Gravi Sev.vcr Minimum 110141g Clitcha (latest vcrsioti) 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 supportin
documents.
2. Professional Engineer's Certification:
I Mark N. Hargrove, PE attest that this application for
(Professional Engineer's name from Application Item Ill. I.)
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 143-215.6B, 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 -
SEAL
019742
3. Applicant's Certification per 1y5ANCACO2T.0106(b):
attest that this application for
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 14 - I t 68, 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:, ` ✓V w I -� Date:
FORM: FTA 04-16 Page 5 of 5

SEWER NARRATIVE
3019 HALLS WATTERS DRIVE COMMERCIAL
SEWER DESCRIPTION
The proposed sewer main will serve 4 - 5,040 sf separate office/warehouse buildings that are
proposed on the site. Each building will have two loading bays and based upon 2T rules generate
200 gpd for a total of 800 gpd. The total length of pipe is 2661f of 6" C900 PVC and the line
will be private. There is an existing 6" line stubbed to the site with a clean out at the R/W line
that will be maintained by CFPUA. The sewer line on site will be private.

t}1, r>;re o, v, tt, r t:, .,,urces
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Glenn W. Hodges
Project Name for which flow is being requested:
3019 Hall Wafters Drive Commercial
More thmt one FTSE may be required for a single project if the owner of the fVWTP 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
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
AiifXows are in MGD
16.000
3.369
10.661
0.000800
14.031
87.7%
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)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
'total Current
Station
Station
Firm Daily Flow**
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, * (Firm / po,
Avg. Daily
Daily Flow,
Obligated Available
Number)
No.
MGD MGD
Flow, MGD
MGD
Flow Capacity***
97 N/A 0.302 0.121 0.055 0.059 0.114 0.007
62 N/A 1.382 0.553 0.090 0.280 0.370 0.183
* 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: WQ0030513
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 ofwastewater 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.
Sigr in, )ffic•ial Si nature
Title of Signing Official
/0/16/ 1..-7
D to
Page 2 of 6
FTSE 10-18

QU
00
QT
99
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98
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Gou-igle Maps 34017'34.4"N 77053'47.7"W
pe',"119ton D,
filmington 9
Nonirg,,, D,
ipelli Sports Center 9
Kitty Hawk Rd
Seegars Fence Company
of Wilmington
All Star Flags Q
PFathom Offshore
Monkey Q
Pennington D, Pennington
Toner Exchange
Majestic Kitchen
& Bath,Creations 4
Witty Hawk Rd
Precision Cycles
All Motors Automotive
South-Tek Systems
V
Orville Wright way
Ken Hoffman
Automotive
Stevens Fine Homes
Orville mighit Way
Wilmington Powei-Sports
0
N Kerr Ave
The Overhea-d Door
Companyof Wilmington
9 Daltile Sales
Service Center
Google
9 Sellers Tile
9 Dillon Supply Company
Map data @2019 500 ft-
12/9/2019