WQ0040179_Application (FTSE)_20200210

Permit Number WQ0040179
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
350
Facility
Central Files: APS _ SWP
11 /26/2019
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Live Oak Warehouse Private Pump Station Minor Wilmington
Location Address County
Pander
Owner
Owner Name
Live Oak Development LLC
Dates/Events
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Andrew M. Furr
1730 Scotts Hill Loop Rd
Wilmington NC 28411
Scheduled .
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/15/2018 11/25/2019 , , p
Regulated Activities AH \�` J A Requested /Received Events
Domestic. other Additional information requested 11/26/19
Office I� Additional information received
Wastewater collection
Ouffall ---
Waterbody Name

STROUD ENGINEERING, R A.
CONSULTING ENGINEERS
102D CINEMA DRIVE
WILMINGTON. NORTH CAROLINA 28403
W W W.STROUDENGINEER.COM
LICENSE NO. C-0647
October 7, 2019
NCDEQ Division of Water Resources
Water Quality Permitting
1601 Mall Service Center
Raleigh, NC 27699-1601
Attn: Dean Hunkele
RE: Add Flow to Ex. Permit WQ 0040179
16579 & 16581 US HWY 17
Hampstead, Pender County, NC
Dear Mr. Hunkele,
NOV 2 5 200
NOV 2 5 6pjg
Water Quafty Rjonal
WihlOperations Se tion
l 'cchmzl Office
Please find the attached application for a flow Increase proposed to the subject permit.
The project will utilize the existing two horsepower duplex grinder pump station recently
certified complete. The daily design flow for the total of commercial uses will be 1050 gallons
per day. The two additional buildings necessitating this flow Increase are existing and currently
sewered by onsite septic. These buildings are provided water by Pender County Utilities. Their
historical useage Is considerably less than the computed design flow. I am Including the
attached FTA, FTSE and supporting submittals required to permit the additional flow. Please
consider all for approval.
Thank you in advance for your attention to this matter. Please let me know If you have
any questions or concerns.
Bes egar s,
Ja es Fe tressJr., E.
St u ngineering,
attachments
Cc Randy Hoffer
JHF/Jf
file: w:\master\P W-1255\SEWER\NCDEQ Cover Letter no2,doc
107E COMMERCE STREET 102D CINEMA DRIVE 3302C BRIDGES STREET
GREENVILLE, NORTH CAROLINA 27858 WILMINGTON, NORTH CAROLINA 28403 MOREHEAD CITY, NORTH CAROLINA 28557
252.756.9362 910,815.0776 252,247.7479

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlslon of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the apulication will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Live Oak Development. 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: Andrew M. Furr per I SA NCAC 02T .0106(b)
'title: Manager
4. Applicant's mailing address: 1730 Scott's Hill Loop Road
City: Wilmington State: NC Zip: 28411--
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
IL PROJECT INFORMATION:
2.
3.
Project name: 16579 & 16581 US Hwy 17
Application/Project status: ❑ Proposed (New Permit) ® Existing Petmit/Project
If a modification, provide the existing permit number: W00040179 and issued date: 08/15/18 ✓ a.�
If new construction but part of a master plan, provide the existing permit number: W000_ 1
County where project is located: Pander
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.3872° Longitude:-77.68830
5. Parcel ID (if applicable): 3293 54 7563 0000 (16581) & 3293 54 6715 0000 (16579)
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: James fI Fentress Jr.
License Number: 20643
Firm: Stroud Engineering PA
Mailing address: 102 D Cinema Drive
City: Wilmington State: NC Zip: 28403-_
Phone number: (2-LO) 815-0775 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Pluris Hampstead, LLC Permit Number: WO 0037287
Owner Name: Pluris Hampstead, LLC
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than W WTF):
I. Permit Nmnber(s): W00037324 Downstream (Receiving) Sewer Size: _ inch
System Wide Collection System Permit Numbers) (if applicable): WQCS_
OwnerName(s): Pluris Hampstead, LLC
FORM: FTA 04-16 Page I 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?
N 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 NN/A
3. If the Applicant is a Home/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 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes N No
➢ If yes, provide a cony of flow reduction am woval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow,b
No. of Units
Flow
Original Permit WQ 0040179
350 gal/DAY
350 GPD
General Business and Office Fac. 16579
25 gal/Employee/day
14
350 GPD
General Business and Office Fac. 16581
25 gal/Employee/day
14
350 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
1 1050 GPD
MW
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: 1050 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 o03O5 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
Section lI & 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)
D 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 (Pismo Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.3895' Longitude:-77.6875'
3. Design flow of the pump station: 0.00035 millions gallons per day (firm cap rty)
4. Operational point(s) of the pump(s): 20 gallons p r minute at 90 feet total namic head (TDH)
5. Summarize the force main to be permitted (for this P rp Station):
Size (inches)
Lengt (feet)
Material
2
170
PVC
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
D 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 ail 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 — (0213.0200 & 15A NCAC 021' .0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f) & (g) ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Stoma 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 webpage
➢ If noncompliance with 02T.0305(f) or (a). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ®Yes ❑ No ❑ N/A
➢ Seethe 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 2B.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.0I05fcM, 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
IfNo, 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, James H. Fentress Jr. PE 20643 attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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. 1 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: `,,�apPTH C,g9O..
QPCV ESS.�OZ(�y
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Andrew M. Futr, Manager Live Oak Development, LLC attest that this application for
(Signature Authority's name & title 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 clahn 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: 4LM-L Date: 11-20-2019
FORM: F FA 04-16 Page 5 of 5

Hunkele, Dean
From: Kaarin Williams <[e-mail]>
Sent: Friday, February 7, 2020 11:07 AM
To: Hunkele, Dean; Randy Hoffer; Jimmy Fentress
Subject: RE: [External] RE: WQ0040179 Live Oak mod add -info
Attachments: 2020_02_07_11_05_22.pdf
Importance: High
Good morning all — please see attached.
My apologies — I thought I had already scanned and emailed. Please let me know if you need anything further.
Best regards and wishing you a Happy Weekend!
Kaarin Williams
Permitting
4%t,PLURIs
Pluris, LLC
T 888-758-7471 Opt 3: D 910.718.7653 F 910-3"'7-0370
O 1095 HWV 210 Sneads Lem. NC 38460
Ihr. t-m:..I i, ,,mica ;, the I'lun, I i�JJm_, email Jiwl.0 ni.r
C lick to read full disclaimer.
Effective immediately, as part of the permitting process all applicants issued a sewer permit will be required to
provide Pluris a copy of the related building permit before a Certification of Completion ("COC) will be issued
for the property. The building permit must be received prior to requesting your COC to prevent any delays
with final inspection. `***THERE IS A 2 WEEK TURNAROUND TIME FOR ALL COC INSPECTION
REQUESTS`**`
From: Hunkele, Dean [mailto:[e-mail]]
Sent: Friday, February 07, 2020 10:49 AM
To: Randy Hoffer; Kaarin Williams; Jimmy Fentress
Subject: RE: [External] RE: WQ0040179 Live Oak mod add -info
Importance: High
Apo is being returned Monday Feb 10`h if I don't have the updated FTSE when I return to the office.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: LIVE OAK DEVELOPMENT, LC
Project Name for which flow is being requested: NIXON TRACTS LOT IR & 2R
More than one I ISE may be requiredjor a single project ijlhe mvner ojfhe iP61T'P is not responsible for all pump
stations along the route ofthe proposed wastetvaterjlmv.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: PLURIS HAMPSTEAD, LLC
b. WWTP Facility Permit #: WQ 0037287
All flows are in MGD
c. WWTP facility's permitted flow 0.250
d. Estimated obligated flow not yet tributary to the WWTP 0.110
e. WWTP facility's actual avg. flow 0.043
f. Total flow for this specific request 0.00070
g. Total actual and obligated flows to the facility 0.15442
h. Percent of permitted flow used 61.8%
11. 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) (D) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,(Firm / pf), Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* The Firm Capacity 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.
*** 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): PLURIS HAMPSTEAD, LLC
Downstream Permit Number: WQ 0037324
Page I of 6
FTSE 04-16

111. Certification Statement:
I RANDY HOFFER, REGIONAL MANAGER 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 indicates acceptance of this vy,*ewater flow.
Signing
Page 2 of 6
FTSE 04-16