WQ0035995_Application (FTSE)_20210201

Permit Number WQ0035995
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, $ Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
0
Facility
Central Files: APS _ SWP
1 /8/2021
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
B Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Davis Health Care Center Private Sewer Minor Wilmington
Location Address County
New Hanover
Owner
Owner Name
Cornelia Nixon Davis Inc
Dates/Events
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
Frank H. Hamilton III
1011 Porters Neck Rd
Wilmington NC 28405
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
6/12/2012 12/22/2020

TRIPP ENGINEERING, P.C.j
419 Chestnut Street t DEC 2 2 2020
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]t''-- - - -
December 22, 2020
NCDENR
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Dean Hunkele
Re: The Davis Community, Phase 2
Permit No. W00035995
TE 19020
Dear Mr. Hunkele:
Enclosed please find one (1) original and one (1) copy of the fast -track application for a
private sewer extension, flow tracking/acceptance form, topo map, street map, and a
check to cover the application fee for the above referenced project.
We are requesting a modification to existing permit WQ0035995 for the addition of
1,0201f of 8" C-900 and 901f of 8" DIP private gravity sewer. We are requesting flow of
27,185 GPD to serve 14 residential units, Independent Living Building, and a Wellness
center. The proposed private sewer main ties into an existing 8" sewer main. In addition,
we propose the removal of 544 If of existing 8" sewer main. Flow to be rerouted to
proposed line.
Please review for approval and contact us with any questions, comments or if you need
additional information. Thank you.
Sincerely,
Tr p1 gi Grin C.
Phillip
PGT:dcb
Enc.

State of North Carolina
nWR 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: (to be completed by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: Cornelia Nixon Davis. Inc. (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: Frank H. Hamilton III per 15A NCAC 02T .0106(b)
Title: Chairman. Board of Trustees
4. Applicant's mailing address: 1011 Porters Neck Road
City: Wilmington
5. Applicant's contact information:
State: NC Zip: 28411-
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: The Davis Community
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project /
If a modification, provide the existing permit number: WQ0035995 and issued date: 06/12/2012 ✓ �� ��
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): Latitude: 34.295274' Longitude:-77.7702010
5. Parcel ID (if applicable): R03700-002-001-000. R03700-002-002-000. R03700-001-005-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Phillip G. Tripp License Number: 17374
Firm: Tripp Engineering
Mailing address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401
Phone number: (9� 163-5100 Email Address: officeRtrippengineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin W WTP Permit Number: NCO023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers) (if applicable): WQCS_
Owner Name(s): Cape Fear Public Utility Authority
FORM: PTA 04-16 Page 1 of 5

VL GENERAL REQUIREMENTS
l . 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: DEV) been attached?
❑ Yes ❑No NN/A
3. If the Applicant is a Home/Property Owners' Association. has all Operational Agreement (FORM: HOA) been attached?
[-]Yes ❑No NN/A
4. Origin of wastewater: (check all that apply):
N 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 : 100 % Domestic/Commercial % Commercial
% Industrial (See I5A 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 copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.0114(fl)
Daily Design Flow "b
No. of Units
Flow
Residential Units
240 gal/Unit
14
3,360 GPD
Independent Living Building
120 gal/Bed
171
20,520 GPD
Wellness Center
120 gal/1,000 sf
27,536
3,305 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
27,185 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: 27 185 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 Sewersl:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,020
C-900 PVC
8
90
DIP
➢ 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)
➢ 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)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(t)(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 punhp 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)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (e)
➢ 15A NCAC 02T.0305(f) contains minimum senarations that shall he. nrnvided fnr sewer cvctemc•
® 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-1 waters of Class 1 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 sloe 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(s) contains alternatives where separations in 02T.0305(t) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webnaee
➢ If noncompliance with 02T.0305(f) or (e), 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 Permittin-, 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:
I. 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:
3.
I, Ph dig ? 7r, no ��( attest that this application for
(Professi al Eng— ii e �'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. 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:
Zt_w
that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 143-215.6E, 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: C�� /�'�� Date:
FORM: FTA 04-16 Page 5 of 5

fslvislon of Water R sourc_cs
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Cornelia Nixon Davis, Inc.
Project Name for which flow is being requested: The Davis Community
More than one FTSE nmy be required for a single project if lire 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
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
It. Percent of permitted flow used
All flows are in MGD
16.000
WWTP 3.553
10.661
.027185
14.241
89.0
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:
Pump
Pump
Station
Station
Finn
(Name or
Pennit
Capacity,
Number)
No.
MGD
89
N/A
14.583
95
W00004843
3.021
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Daily
Current
Not Yet
Total Current
Flow**
Avg. Daily
Tributary
Flow Plus
(Finn / pf),
Flow,
Daily Flow,
Obligated
Available
MGD
MGD
MGD
Flow
Capacity***
5.833
4.457
1.290
5.747
0.087
1.208
0.463
0.523
0.986
0.223
135 N/A 1.058 0.423 0.179 0.208 0.387 0.036
* 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 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.
Official
Engineering Manager
Title of Signing Official
12/17/2020
Date
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Cornelia Nixon Davis, Inc.
Project Name for which flow is being requested: The Davis Community
More than one FTSE nay be required for a single project ifthe owner of the WWTP is not responsible Jim all pomp
stations (long the route of the proposer! wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
All flows are in MGD
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
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:
Pump
Pump
Station
Station
Firm
(Name or
Permit
Capacity,
Number)
No.
MGD
East
N/A
0.180
(A)
(B)
Design
Average
Approx.
Daily Flow**
Current
(Finn /po,
Avg. Daily
MGD
Flow, MGD
0.072
0.0224
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.0272
0.0496
0.0224
* 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
(pt) 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 Frank H. Hamilton III 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.
112-71202I
Signing Official
WaAV W10ni� ok .V1.e �n�/J� �ovv�el1ia NiXe�. wi5t �iiLc.
Title of Signing Official
Page 2 of 6
FTSE 10-IA

Hunkele, Dean
From:
[e-mail]
Sent:
Monday, February 1, 2021 3:04 PM
To:
Hunkele, Dean
Cc:
[e-mail]
Subject:
RE: [External] RE: ADD INFO: WQ0035995 Davis Care Center modification
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
Correct, the "west' station (WQ0015402) will be taken offline and routed through the gravity main extension recently
permitted (WQ 0041928, private and WQ 0041927, public). The "east' station (WQ 0006433) will remain. The flow from
the station to be abandoned is already accounted for in the CFPUA system and will flow through the same downstream
facilities as before.
Please contact us with questions, comments or if you need additional information.
Thank you,
Phil
From: Hunkele, Dean <[e-mail]>
Sent: Monday, February 1, 2021 11:11 AM
To: [e-mail]
Cc: [e-mail]
Subject: RE: [External] RE: ADD INFO: WQ0035995 Davis Care Center modification
Importance: High
So there is only one that it goes through? The permit for Phase 1 mentioned 2 stations — in WQ0006433 and in
W Q0015402.
Please advise.
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910,350.2018 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/regional-offices/wilmington
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties

The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate ad ate for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: httos://deg.nc.gov/about/divisions/water-resources/water-resources-
permits/peres/col lection-systems-oe rmits
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: [e-mail] [mailto:[e-mail]]
Sent: Thursday, January 28, 20212:05 PM
To: Hunkele, Dean <[e-mail]>
Cc: [e-mail]
Subject: RE: [External] RE: ADD INFO: WQ0035995 Davis Care Center modification
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Private pump station FTSE is attached.
Please let me know if you need anything else.
Della
From: Hunkele, Dean <[e-mail]>
Sent: Monday, January 25, 2021 2:25 PM
To: [e-mail]
Cc: [e-mail]
Subject: RE: [External] RE: ADD INFO: WQ0035995 Davis Care Center modification
That is the one I have for CFPUA's downstream pump stations and WWTP. I need a separate one from CNS for their
private pump stations this flow will go through.
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2018 Fax
Dean. [e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/regional-offices/wilmington
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties

The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emads: it is
recommended that confirmation be printed and/or saved
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.gov/about/divisions/water-resources/water-resources-
Pe rm its/peres/col lection-syste ms-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: off [e-mail] [maiIto: [e-mail]]
Sent: Monday, January 25, 20212:23 PM
To: Hunkele, Dean <[e-mail]>
Cc: [e-mail]
Subject: RE: [External] RE: ADD INFO: WQ0035995 Davis Care Center modification
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Attached. Let me know if you need anything else.
Della
From: Hunkele, Dean <[e-mail]>
Sent: Thursday, January 21, 2021 10:13 AM
To: [e-mail];'Phil Tripp' <[e-mail]>
Subject: RE: [External] RE: ADD INFO: WQ0035995 Davis Care Center modification
Importance: High
Okay another issue has come up. There was no FTSE from CND/you for the new flow to go through the 2 private pump
stations referenced in Phase 1.
Please send asap.
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2018 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, INC 28405
http://deo. nc.goy/contact/regional-offices/wilm ington

Email correspondence to and from this address is subject to the North Carolina Public Records Low and may be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using todays date only gives info on the latest permit version. Confirmation using this method will replace letters and entails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https://deg.nc.goy/about/divisions/water-resources/water-resources-
e rim its/peres/col lectio n-systems-permits
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: [e-mail] [mailto:[e-mail]]
Sent: Wednesday, January 20, 2021 3:19 PM
To: Hunkele, Dean <[e-mail]>
Subject: RE: [External] RE: ADD INFO: WQ0035995 Davis Care Center modification
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Yes, the line being removed was part of the 2012 permit, WQ0035995.
Della
From: Hunkele, Dean <[e-mail]>
Sent: Wednesday, January 20, 2021 3:10 PM
To: office@trippengineerin¢.com
Cc: 'Phil Tripp' <Ptripp@trippeneineerin¢.com>
Subject: RE: [External] RE: ADD INFO: WQ0035995 Davis Care Center modification
Importance: High
The original permit issued on June 12, 2012 doesn't mention any phases and only a Final certification was received on
August 30, 2019, thus it wasn't certified in any phases.
My intent is to remove the required amount of 8" line from what was installed per the certification so that the modified
permit indicates the continued operation of the remaining line. Thus, just wanted to confirm the line being removed
was indeed part of the 2012 permit. Can you confirm this please?
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350,2018 Fax
Dean.Hunkele([e-mail]
Wilmington Regional Office

127 Cardinal Drive Ext
Wilmington, NC 28405
http://deg.nc.gov/contact/regionaI-offices/wiImington
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. Once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved.
Links to both trackers can be found on the sewer permitting site here: https:Hdeg.nc.gov/about/divisions/water-resources/water-resources-
Pe rm its/p eres/co Ilectio n-systems-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: [e-mail][ma ilto:office@trippengineed na.com]
Sent: Tuesday, January 19, 20213:08 PM
To: Hunkele, Dean <[e-mail]>
Cc:'Phil Tripp' <[e-mail]>
Subject: [External] RE: ADD INFO: WQ0035995 Davis Care Center modification
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Dean,
The sewer being removed is located in Phase 2.
The original permit No. for this section is WQ0035995 (see attached).
I have also attached the Asbuilt drawing for this permit highlighted to show what is being removed and what is proposed
on the new permit.
I hope this helps. Please let me know if you have any questions.
Thank you,
Della Baird
Tripp Engineering
419 Chestnut Street
Wilmington, NC28401
910-763-5100
From: Hunkele, Dean <[e-mail]>
Sent: Thursday, January 14, 20211:01 PM
To:'Phil Tripp' <ptripp@trippen¢ineerine.com>
Cc: office@trippenaineerin¢.com

Subject: ADD INFO: WQ0035995 Davis Care Center modification
Importance: High
Phil,
I see the map and cover letter mentioned removing 544 feet of 8-inch.
Is that being removed from the first phase of the project? If so, is it removing it where the stormwater interference
structure was located?
If not, what permit is it being removed from if known?
Please advise
Dean Hunkele
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources
Department of Environmental Quality
910.796.7215 Reception Desk
910.796.7380 Direct
910.350.2018 Fax
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
h ttp: //d ag. nc.gov/contact/regiona koff ices/wi I m i n ato n
Email correspondence to and from this address is subject to the North Carolina Public Records Law and moy be disclosed to third
parties
The goal of the Fast Track sewer permit program is to issue a permit in no more than 30 business days from receipt of a complete application and if
no additional information has to be requested upon full review. Please use the Department's Permit Application Tracker to determine the official
application receipt date to allow you to estimate a date for issuance and find the reviewer's name. once issued, the record stays on the site for 30
days.
For previously issued sewer permit info or to check on sewer certification receipt status, please use the Division's Sewer Extension Permit
Tracker. Using the Issue Date on top of the Engineer Certification Form is best way to ensure getting what you want especially for multi -version
permits; using today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emails; it is
recommended that confirmation be printed and/or saved
Links to both trackers can be found on the sewer permitting site here: https://deg,nc.gov/about/divisions/water-resources/water-rescurces-
pe rm its/pe res/col lection-systems-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.

6/8/2020
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