WQ0041613_Application (FTSE)_20210429

Permit Number WQ0041613
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
63,630
Facility
Central Files: APS _ SWP _
4/8/2021
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Shingletree Subdivision Minor Wilmington
Location Address County
Brunswick
Facility Contact Affiliation
Owner
Owner Name
Owner Type
Brunswick County
Government - County
Owner Affiliation
John Nichols
PE
PO Box 249
Dates/Events
Bolivia NC
2842202.
Scheduled
Orig Issue
App Received Draft Initiated Issuance
Public Notice Issue Effective
Expiration
4/15/2020
4/7/2021
n
%tC 1 .{- ,• ,
k,t ^1

Development Resource Group of the Carolinas, LLC
ENGINEERING / PLANNING / LAND SURVEYING
1101 Johnson Ave., Suite 300A
Myrtle Beach, SC 29577
TEL:[phone]
E-MAIL: [e-mail]
TO:
Company
Water Quality Section
Address
127 Cardinal Drive Extension
1 , e
Zip
Wilmington, NC 28405
VIA:
UPS
WE ARE SENDING YOU ■ Attached ❑ Under separate cover vi:_
❑ SHOP DRAWINGS ❑ PRINTS ❑ CHANGE ORDER
❑ COPY OF LETTER ❑ PLANS ❑ COMPUTATIONS
LETTER OF TRANSMITTAL
DATE
4-6-2021
PN#
20.188
PROJECT
Eagle Run fka Shin letree
Phase 2 & 3
the following items:
❑ SAMPLES ❑ SPECIFICATIONS
❑ OTHER as listed below
COPIES
DATE
NO.
DESCRIPTION
1
1
Brunswick County Approval Letter
1
2
Fast Tract Application FTA 04-16
1
3
Site Maps
1
4
Previous Permit
1
1
1 5
Review Fee 480.00 Check
THESE ARE TRANSMITTED as checked below:
■ FOR APPROVAL
f_7;1#3XPDII11S9?
❑ FOR REVIEW &COMMENT
❑ PER YOUR REQUEST
REMARKS:
COPY TO:
❑ SIGN & RETURN
❑ AS SUBMITTED TO
❑ AS REQUESTED BY
IN
SIGNED: J. Cameron Parker, P.E.
APR 0 7 ZCI

State of North Carolina
DW R Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300 — FASTTRACK SE%V'F.R SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04.16 & SUPPORTING DOCUMENTATION
Application Number: _ w, k%-wmpinnl by DwR1
All items must be comoleled or the an0licalion will be returned
I. .APPLICANT INFORMATION:
I. Applicant's immte: BRI'NSWICK COUNTY (company, municipality, FIOA, utility, etc.)
=. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StaldCounty ® Municipal ❑ Other
3. Signature authority's name: 1V'II.I.IAp-I L PINNIN. P. 'i per 1 5_V NC__ C 11_ I .oloo bJ
Title: DIRECfOROr F,NGINEFAING
4. Applicant's mailing address: PO BON 249. BLDG. 1
City:BOLIVIA Stales: Zip: 28422--_
5. Applicant's contactinronmalion:
Panne number: (9 U) 2253-24U8 Email Address: william.ainniv_(eb:bnlnswiykcounl)ne.gov
If. PROJECT INFORMAITONr
1. Project name: EAGN LTREC)
2. ApplicationrProjeci status: ❑ Proposed (New Pernik) ® Existing PermitTroject
Ira modification, provide the existing permit numhee W00041613 and issued date: 4-15-2020
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: IlRt'NSU ICK
4. Approximate Coordinates (Decimal Degrees): Latitude: 33:925Longitude:-78.592'
5. Parcel ID (if applicablel: 22500040
(orParccl ID toclosest downstream sewer)
III. CONSULTANT INFORMATION:
Professional Engineer: J. CAMERON PARKER License Number: 42M
Fimr: DLVELOPMi NT RESOURCE GROUP OF THI. CAROLIN AS, LL(
Mailing address: 1101 JOHNSON A V U.. SC11117, 300A
City: MYRTLE,,13EACII State: SC Zip: 29577-
Phone nunnhrr: (843) 839-M Email Address: CAVf,nllRGPI.I.C.C'OM
IV. WASTEWATER "I'RF.ATMENTF'ACILI'Y{ AN-1'F)INFORMATION:
I. Facility Name: 11'I2ST BRUNSWI(K WWI
Owner Name. t3RUaLS\k',IC'K COUNTY
Permit Number: W'00023693
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WN'TF):
I. Permit Numberls); WQ 04 4161 I Downstream (Receiving) Sewer Sim 8 inch
Buxton 3y'deC.nllcclipn_SSstenJ,l'nnd_j�uJnbcr{slid gPplicnL�le): WQCSU0284
Owner Narne(s): BRUNSWICK COUNTY
FORM: FTA 04.16 Pagc I ors

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a C'ertiticate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. 1 f the Applicant is n Developer or lots to be sold, has a Developer's Operational Agreement (FORM: DEVI been attached?
[]Yes ❑No ®N/A
3. lithe Applicant is a Hontc/Property Owners' Ass,pciation, has an Operational Aitrccm•nl (Ff RM: IIOAI 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 I preschool / day care ❑ Medical I dental / veterinary facilities ❑ Swimming Pool !Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices/ factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100%Domestic/Commercial %Commercial
% Industrial (See 15A NCAC 021' .0103120))
"Is there a Pretreatment Program in effect? [)Yes ❑ No
6. Flas a flow reduction been approved under 15A NCAC 02T .01 14(D? ® Yes ❑ No
Y If ygs provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 021.011a(0)
Daily Design Flow `"
No. of Units
Flow
gall
GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
gall
GPD
T'oral
GPD
a See I5A NCAC 02T .01 14ih). (d). felt I) and (c)(21 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 locaed south or cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A4).
b Per 15A NCAC 02T, 0 1 14(c), design flow rates for establishments not identified (in table I5A NCAC 02-1.01141 shall be
dulermitied using available flow data, water using tiMores, occupancy or operation paitem s, and other measured data.
R. Wastewater generated by project: _GPD (per I SA NCAC 02T .0114)
Y Do not include future flows or previously permitted allocations
If pcmtined flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be pennittetl in subsequent permits that connect to this line
® Flow has already been allocated in Permit Number: WQ0041613
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: F FA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) -02T. OS&MIX(GravitySewers):
I. Summarize gravity sewer to be permitted:
Size (Inches) Length (feet) Material
g 5980 PVC SDR35
Section 11 &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 (he M1IDC
VIH. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Farce Mains):
COMPLE"hE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates(Decimal Dcgrees): Latitude _ Longitude
3. Design flow of the pump station: , millions gallons per day (fine capacity)
4. Operational point(s) of the puntp(s): , gallons per minute at _ feet total dynamic head (TDH)
S. 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 .0305thk I ):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(I)(B);
S- Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
i 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 - I SA NCAC 02T .0305(h)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (dra0 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' stomgc
capacities and the rotation schedule of the portable power source or pump, including travel limeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-10 Page 3 of 5

IX. SETBACKS &SEPARATIONS—0O2B.0200& 15ANCAC'02T'.0305(0):
I. Does the project armply witfl all separations tbund in 15A N(AC' 0�) lUSttl A tut
... a... c. ram Henan...._. ..:.... ...:..:........ ..........L. 1,., .1-11 h.• n., iMwd tier sewer systems:
®Yes ❑ No
Setback Parameter*
Scriaration Required
Sturm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer includin , in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer _
__ 18 inches
Rcxlainmcd water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells. W S-1 waters of Class I or
Class 11 im ounded reservoirs used a-s a source of drinkin . water
100 feet
**Waters classified WS Iexcept WS-I or WS-V), B, SA, ORW, I IQW. or SR 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
An • building foundation
5 feet
An basement
In feet
Tup slo rc of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and inlerccplar drains
5 feet
An Y swinnnin pools
10 feet
Final earth rade Jvurticcal
36 inches
5A ti�'C'A( 1)?„ UiQSIe! contains alteratives where separations in OL0 j0.5-Cfj cannot be achieved.
-Stream classifications can he identified using the Division's'W�_fl,swlaCalit ai
If noncompliance with 021 0305(f) or te), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ NrA
See the Division's dm6 separation requirements for situations where separation cannot be meet
No variance is required if the nhernative design criteria specified is utilized in design and construction
Y As hail[ documents should retirence the location ol'areas ell'cc0.d
3. Does the project comply with setbacks found in the river basin rules per 15A NCA 02R 020t ® Ycs ❑ No ❑ VA
1 This would inelude'l'mut Bufrered Sirctrms per II3A_fvCAl_21j.0202
4. Does the project require covcmgeraulhurizalion under a 404 Nationwide or ® Yes [I No
individual permits or 401 Water Quality Certifications?
Y Infomlation can be obtained from the 401 K_1)aff _r Perl0.itl11140ranch
5. Does project comply with 15.1 NCAC' U21.0l(1%!H6) (additional pemtitsiceniticntions)? ® Yes ❑ No
Per 1 L. NC AL s 110105t00). directly related environmental permits or ccniticntiou applications are being prepared, have
born applied for, or have been obtained. Issuance of this pennit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwaler managenienl plans, etc.).
6. Dncs this picjcct include any sewer collection lines that are deemed "high -priority?'
Pzr 15A NC'AC: 02�.0442, "high -priority sewer" means "anv aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streamhanks that is subject to erosion that undennines or deteriorates the sewer.
❑ Yes ®No ❑ NSA
If yes, include an atlachnment with details for each line, including type (aerial line, size, material, and location).
Iligh priority lines shall be inspected bythe 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 Syslemlide Collection permit.
FORM: FTA 04-16 page 4 of 5

X. CERTIFICATIONS:
I. Doss the submitted system comply with ISA NCI, the HiDjgtAlt,R,lksien Crnenn for the I'gmtitung of J'mno Stauuus
and Pill sKAJgintiItkig t. rirriL' U, and the GMmil Sewcr Ali nuitunt Dt-s gn C?itcrisJjatest vemionl as applicable?
® Yes ❑ No
If No, complete and submit the VarianeeiAlternative Design Request application (VADC 10-14) and supporting documents for
review. Annroyal of the rgguest is required nriorto submittal of the FaslTrack Anolication and sunnortine documents.
Professional Engineer's Cer[ificaliom
I,attest that this application for
(Professional Engineer's name fmm Application Item 111.1.)
EAGLE RUN PHASE 2 & 3 (FKA SHINGLETREE)
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- I -rack Permitting
of Pump Stations and Farce plains (latest version). Although other prollLssionals may have developed certain portions orthis
submittal package. inclusion of these materials under my signature and seal signifies Oral I have reviewed this material and
hmejudged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143.215.6A and 143.215.6R, any person who knowingly makes any false
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor. which may
include a fine not to exceed S 10,000, as well as civil penalties up to S25.000 per violation,
North Carolina professional Engineer's seal, signature, and dale:
Applicant's Cc *11-3111ion per 15A NCA, 021 .0lu61b)):
(Signature Authority's moue K tit!e front Application Item 1-..I
EAGLE RUN PHASE 2 & 3 (FKA SHINGLETREE)
- _ - _ -attest that this application for
has been reviewed by me and is aeenralC Lind complete W lie best of my knowledge. 1 understand that if all required parrs of
this application are not completed and that if all required supporting dneUltlell11360n and attachments are not included this
application package is subject to being rclumed as incomplete. I understand that any discharge of wastewater from this non.
discharge system to surface waters or the land will result in nn immediate enfloreentent action that may include civil penalties.
injunctive relief, and'or criminal prosecution. I will make no claim against the Division of N'ater Resources should a condition
of [his permit be violated. I also understand that if all required parts orthis application package are not completed and that if
all required supporting inibintation and attachments are not included. this application package will be returned to me us
incomplete.
NO"1'E - lit accordance with General Statutes I4!-215,OA and lat,_ll5bfi, 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 line not to exceed S 10,0000 as well as civil penalties up to $25,000 per violation.
Signature:
Si_1/(CiK `v _ 4 ^ v�T, -- Date: - 3'-a�- ozl
b — -
FORM: fIA 04-16 Page 5 or

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Brunswick
Project Name for which flow is being requested: Eagle Run Ph 2 & 3 (FKA Shingletree)
More titan one FTSE may be required for a single project if lire owner of the WWTP is trot responsible for all pump
stations along the route of the proposed wastewaterJlow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: WEST BRUNSWICK WWRF
b. WWTP Facility Permit #: _ _W_Q 0023693
Afi lows are in MGD
c. WWTP facility's pennitted flow 6.000
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
0.1970
3.507
0.000
3.704
61.73%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B) (C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump Pump Average
Approx. Not Yet Total Current
Station Station Firm Daily Flow**
Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf),
Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD
Flow, MGD MGD Flow Capacity***
* 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): Carolina Shores W WTF PS Forcemain
Downstream Permit Number: WQ0035578
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I William L. Pinnix, P.E. 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 1I 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.
Signature
of Signing Q.ficial
Date
/V
Page 2 of 6
FTSE 10-18

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Hunkele, Dean
From: Cameron Parker <[e-mail]>
Sent: Wednesday, April 28, 2021 4:07 PM
To: Hunkele, Dean; Bill Pinnix
Subject: RE: [External] RE: ADD INFO: WQ0041613 Shingletree modification for Phases 2 & 3
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Correct, no change in number of connections, 303 total.
Phase 1 : 113 Connections : 4625 LF
Phase 2 : 43 Connections : 1335 LF
Phase 3 : 68 Connections : 2590 LF
Phase 4 : 79 Connections : 2055 LF
Thanks,
11 ]. Cameron Parker, P.E., CPSWQ
Development Resource Group, LLC
4703 Oleander Drive
Myrtle Beach, SC 29577
O: 843-839-3350
M: 843-902-2032
From: Hunkele, Dean <[e-mail]>
Sent: Wednesday, April 28, 2021 2:50 PM
To: Cameron Parker <[e-mail]>; Bill Pinnix<[e-mail]>
Subject: RE: [External) RE: ADD INFO: WQ0041613 Shingletree modification for Phases 2 & 3
Okay so no change in the number of connections. I will move forward with adding the new sewer for the new phases.
Can you tell me how many connections are proposed in each phase then?
Also, please break down the amount of sewer in each of the new phases.
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(@ncdenr.Rov
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
htti3:Hdeci.nC.gov/contact/regional-offices/wilmington
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 today's date only gives info on the latest permit version. Confirmation using this method will replace letters and emaits; 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-
pe rm its/peres/col lectio n-syste ms-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Cameron Parker [mailto:cam(@c1rapllc.com]
Sent: Wednesday, April 28, 2021 2:16 PM
To: Hunkele, Dean <[e-mail]>; Bill Pinnix <william.pinnix0brunswickcountync.¢ov>
Subject: RE: [External] RE: ADD INFO: WQ0041613 Shingletree modification for Phases 2 & 3
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
In the original permit application, we provided the length of gravity line for Phase 1 because the future phase lengths
were not fully designed.
The permit process is a little different in NC vs SC. We were accustomed to submitting the full flow for the pump station
and then partial line lengths per Phase.
We now understand this is different in NC and we are proposing to modify the permit to cover the total length of gravity
line across all Phases of Eagle Run.
Thanks,
J. Cameron Parker, P.E., CPSWQ
a7Development Resource Group, LLC
4703 Oleander Drive
Myrtle Beach, SC 29577
O: 843-839-3350
M: 843-902-2032
From: Hunkele, Dean <dean.hunkele(oncdenr.gov>
Sent: Wednesday, April 28, 2021 2:02 PM
To: Cameron Parker <cam([e-mail]>; Bill Pinnix <william.pinnixCa)brunswickcountync.gov>
Subject: RE: [External] RE: ADD INFO: WQ0041613 Shingletree modification for Phases 2 & 3
Why the dramatic increase in line to serve the same number of units & flow?
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.goy/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 oT 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:/Ideg.nc.goy/about/divisions/water-resources/water-resources-
p erm its/pe res/co Ilecti o n-syste ms-perm its
Subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.
From: Cameron Parker [mailto:[e-mail]]
Sent: Wednesday, April 28, 20211:58 PM
To: Hunkele, Dean <[e-mail]>; Bill Pinnix <[e-mail]>
Subject: [External] RE: ADD INFO: WQ0041613 Shingletree modification for Phases 2 & 3
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hey Dean, to answer your questions.
Yes, we would like to change the project name to Eagle Run.
We are requesting the change the total length of 8" gravity sewer from 4,625 LF to 10,605 LF.
No additional flow is proposed.
Let me know if you need any other information.
Thanks,
3. Cameron Parker, P.E., CPSWQ
Development Resource Group, LLC
4703 Oleander Drive
Myrtle Beach, SC 29577
O: 843-839-3350
M: 843-902.2032
From: Hunkele, Dean <[e-mail]>
Sent: Wednesday, April 28, 2021 1:51 PM
To: Cameron Parker <[e-mail]>; Bill Pinnix <[e-mail]>

Subject: ADD INFO: WQ0041613 Shingletree modification for Phases 2 & 3
Importance: High
Gentlemen,
This came up for further review and possible issuance. I have a couple of questions and didn't find any narrative
provided.
a 1 am assuming that you wish to change the name of the project to Eagle Run, correct?
a The application only lists gravity sewer and no flow allocation is provided on app nor on flow tracking
form. Please explain as we can't issue dry sewer permits.
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/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://deg.nc.gov/about/divisions/water-resources/water-resources-
perm its/peres/co I lectio n-systems-perm its
subscribe to Collection System Updates listserve to receive automatic alerts for changes to applications, policies, regulations, etc.