WQ0021302_Application (FTSE)_20211118

Permit Number WQ0021302
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRule
Permitted Flow
272,000
Facility Name
Waterford of the Carolinas Sewer
Location Address
Owner
Owner Name
Town of Leland
Dates/Events
Central Files: APS _ SWP _
8/1012021
Permit Tracking Slip
Status Project Type
In review Major modification
Version Permit Classification
I Individual
Permit Contact Affiliation
MajorlMinor Region
Minor Wilmington
County
Brunswick
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
David A. Hollis
102 Town Hall Dr
Leland NC 28451
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective
sn/2ooz 8/5/2021 �=3 il `� ;q 4--�
CAPE FEAR ENGINEERING

151 Poole Rd., Suite 100, BeMlle, NC, 28451
TEL (910) 38X 1044; FAX [phone]
X ..caperearengineedng.c
To:
NCDEQ-Division of Water Resources
Wilmington Regional Office
127 Cardinal Drive
Wilmington, NC 28405
Attn:
Dean Hunkele
F G E iV Is---
AUG 0 5 2021
Transmittal
Date: August 5, 2021
File: 650-43 "34" �
subject: Waterford Commercial (Lot 14R)
Sewer Permit
W00021302
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
Original
Application Fee $480.00
2
Copies
Data Compact Disk
1
Copy
Cover Letter
2
Original &
Copy
Fast Track Sewer Extension Application Form (FTA 06-21)
1
Copy
USGS Location Map
1
Copy
Sewer Project Narrative
1
Copy
Technical Specifications
2
Copies
Construction Plans (2 Full)
REMARKS Please find the enclosed documents for your review. If you have any questions or require additional
information, please contact our office.
Thank you.
CC: I Cape Fear Engineering r
File 650-43 "34"
RECE1VED/NCDENR4)WR Signed:
Shannan Lowe, 1
AUG 0 5 2021
Received By:
Water Ouality Re
OPeretbns secum
Date:
WXmirom psgww om'e

Project Narrative
For
Sewer Permit Modification
Subject:
Waterford Commercial (Lot 14R)
WQ0021302
Brunswick County, North Carolina
Date: August 2021
Prepared by:
CAPE FEAR ENGINEERING, INC
151 Poole Road, Suite 100
Belville, NC 28451
[phone]
N.C. LICENSE NO. C-1621

CAPE FEAR
ENGINEERING
August 5'h, 2021
Dean Hunkele
Senior Environmental Specialist
NCDEQ-Wilmington Regional Office
127 Cardinal Drive
Wilmington, NC 28405
Subject: Sewer Permit Modification for Waterford of the Carolinas (WQ0021302)
Dear Dean:
On behalf of the CIGG, LLC and H2GO, Cape Fear Engineering, Inc. is requesting to modify the
existing Waterford sewer permit (WQ0021302) to re -allocate sewer flows and to permit an
extension to the existing gravity system to allow for the collection of sewer from Waterford
Commercial Lot 14R. This modification intends to reallocate flow within the Waterford
Development and use flow that has been allocated to current and future commercial development
projects within the Waterford Commercial North section of the development.
Please note that the proposed re -allocation makes no change to the previously approved 272,000
GPD. The anticipated daily flow from the facility will be 2,500 GPD, and Lot 14R has 10,591
GPD allocated. The known flow will be revised for the Waterford Commercial North and the
balance (8, 091 GPD) will remain in future for Lot 14R.
This re -allocation does not change the previously permitted flow allocations for Waterford
Commercial North, nor the overall Waterford of the Carolinas project. Therefore, no additional
flow is being requested in regards to development of the project on Lot 14R. As such, no
revisions are required to Flow Tracking Acceptance forms.
I trust that this information is sufficient for your approval of this request. If you have any
questions or need any additional information, please contact me directly.
Sincerely,
Kyle erring, P.E.
cc.. He 650-43 "34"
PeiO43 Loy HR Wvx[[o[d' dJ) MIN SEWER8621-ON-03 J.,
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GENERAL:
On behalf of the CIGG, LLC and H2GO, Cape Fear Engineering, tnc. is requesting to modify the
existing Waterford sewer permit (WQ0021302) to re -allocate sewer flows and to permit an
extension to the existing gravity system to allow for the collection of sewer from Waterford
Commercial Lot 14R. This modification intends to reallocate flow within the Waterford
Development and use flow that has been allocated to current and future commercial development
projects within the Waterford Commercial North section of the development.
WASTEWATER PROJECTION:
Please note that the proposed re -allocation makes no change to the previously approved 272,000
GPD. The anticipated daily flow from the facility will be 2,500 GPD, and Lot 14R has 10,591
GPD allocated. The known flow will be revised for the Waterford Commercial North and the
balance (8, 091 GPD) will remain in future for Lot 14R (see attached).
SYSTEM DESIGN:
Gravity System:
The gravity sewer system for the project has been sized in accordance with the requirements set
forth in "NCDENR Minimum Design Criteria for the permitting of Gravity Sewers".
TREATMENT FACILITY:
The current modification is a reallocation on flow, and no new flow is being requested. Waterford
Commercial North has been approved for the Northeast Brunswick Regional WWTF. When
additional flow capacity is required for future phases it will be requested.
OPERATION AND MAINTENANCE:
H2GO will be responsible for the operation and maintenance of the sanitary sewer system.

Waterford Commercial North
Flow Breakdown
Lot #
Type of Use
Lot Size (Ac)
(Acres)
Known Flow
(GPD)
Future Flow
(GPD)
Fut. Flow
(GPD/Ac)
Total Flow
(GPD)
Lot 7
Unknown Future Development
8.33
0
14,6071
1,754
14,607
lot 8
Existing Corning Credit Union
1.18
375
0
0
375
Lot 9
Proposed Car Wash
2.05
3200
0
0
3,200
Lot 10
Existing Goodwill
2.15
867
0
0
867
Lot 11
Unknown Future Development
1.50
0
2,630
1,754
2,630
Lot 12
Unknown Future Development
18.17
0
31,862
1,754
31,862
Lot 13
Unknown Future Development
2.00
0
3,507
1,754
3,507
Lot 14R
Unknown Future Development
6.04
2,500
8,091
1,754
10,591
1 4442 1 63,1981 67,640
Note that the above does not include portion of Waterford Commercial Development permitted October 5, 2007 which included
the Harris Teeter Center and Lots 1-5

DWR
Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: H2GO (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: per 15A NCAC 02T .0106(b)
Title:
4. Applicant's mailing address: P.O. Box 2230
City: Leland State: NC Zip: 28451
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
❑ Privately -Owned Public Utility
❑ Other
11. PROJECT INFORMATION:
1. Project name: Waterford Commercial (Lot 14R)
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project `o
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: W00021302
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34 13' 17.29" N Longitude: 78'I'5.88" W
5. Parcel ID (if applicable): 0370005560 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kyle Herring License Number: 048839
Firm: Cape Fear Engineering
Mailing address: 151 Poole Road. Suite 100
City: Belville State: NC Zip: 28451-
Phone number: [phone] Email Address: kyle,herring(a)capefearenyineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Northeast Brunswick Wastewater Treatment Facility Permit Number: NCO086819
Owner Name: Brunswick Countv
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0018076
2. Downstream (Receiving) Sewer Information: 8 inch Z Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): H2Go
FORM: FTA 06-21 Page I of 5

VI. GENERAL REQUIREMENTS
L If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ® No ❑ N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ® No ❑ N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by I5A NCAC 02T.0I 15(c) been attached?
❑ Yes ® No ❑ N/A
4. Origin of wastewater: (check all that apply):
❑ Residential (Individually 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 PooUFilter Backwash
® Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic 100 % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t))
Daily Design Flow '•"
No. of Units
Flow
Business/Office
25 gal/emp.
100
2.500 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2,500 GPD
a See 15A NCAC 02T .0114(b), (d). (e)(l) 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: _GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
® Flow has already been allocated in Permit Number: WO0021302 Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: ETA 06-21 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
8 395 SDR-35 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 requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Total number of pumps at the pump station: _
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have 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 I5,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than I5,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives 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
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
* 15A NCAC 02T.0305(s) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
2. Does this project comply with the minimum separation requirements for water mains? M Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/seated by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? M Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: M No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes M No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? M Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes M No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters.
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 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 versionl and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit and oroiects requiring a variance approval may be subject to longer
review times. For oroiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, VG4je WwrpibAG attest that this application for komolyy COIMN1l�ZC,tl1 r L,_ \
(Professional Engineer's name fr Appliem�atiion Item lll.l.) (Project Name from Applicmion Item ILl) I'-_J
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,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitter
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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, 0 b WG I U- , attest that this application for /Z/ R
(Signature Authority Name From Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief. and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, 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: Z4
Date: T Z.?- -�-)
FORM: ETA 06-21 Page 5 of 5

CAPE FEAR
ENGINEERING
151 Poole Rd., Suite 100, BeMle, NC, 28451
TEL [phone]; FAX [phone]
www. cepefearengineering. c
To
NCDEQ
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn:
Dean Hunkele
Transmittal
2021
650-43"35"
SEP 2 4 2021
Waterford Commercial (Lot 14R)
Sewer Modification Request
WQ0021302
Additional Info
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
Quantity
Drawing No.
Description
1
Copy
Response Letter
1
Copy
Plat Maps (43/84, 108/47)
1
Copy
Lot Exhibit, Lots 1-5 (for General Reference Only)
1
Copy
Revised Flow Tracking Breakdown
CC:
File 650-43 "35"
RECEIVED/NCDENFii 't1"'1
SEP 2420?1
Water Quw ty Reglanel
wt.WSWIM
w pegww o"l -'O
Cape F r Engin ng, Inc.
Signed:
yle erring, P
Received By:
Date:

September 22, 2021
Dean Hunkele
NCDEQ Environmental
127 Cardinal Drive Ext.
Wilmington, NC 28405
CAPE FEAR
ENGINEERING
Program Consultant
Subject: Request for Additional Information #1
Sewer Modification Request (WO0021302)
Waterford Commercial (Lot 14R)
Brunswick County, NC
Mr. Hunkele,
Please find below Cape Fear Engineering's responses to comments provided for the above referenced
permit submittal.
Can you provide a breakdown on flow usage for the Commercial Outparcel Lots 1-5
that were provided allocation of 6,600 gpd using 880 gpd/ac on 10-5-2007? 1 need to
see if more flow needs to be utilized from the existing 51+K balance to cover them.
Also, the one you provided hasn't been updated to show the car wash on Lot 9 along
with the apartments on Lot 12 are existing.
Response:
We have requested the flow data from H2Go for Lots 1-5. See attached revised flow tracking sheet
with updated Lots 9 and 12.
2. Also, do you have a current map/layout of all the outparcel lots numbered? Not sure
where Lot 6 is supposed to be located either.
Response:
See attached Plat Maps with Parcel Numbers (PM 43184, PM 108147)
3. Lastly, is the proposed office building on Lot 14R using all the acreage as it appears
not? Wanted to make sure I understand the summary you provided.
Response:
You are correct, there will be future improvements on Lot 14R and at that time future flows will be
reallocated within the Lot Total. The current facility has an anticipated flow of 2,500 GPD (25
gal/employee/shift per 15A NCAC 02T .0114 with an anticipated 100 employees).
I trust the information provided is sufficient for your approval and execution of the permit application.
If you have any questions, concerns, or need any additional information, please contact our office.
Sincerely,
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100 • 6eloille, NC 28451 • TEL: [phone] • FAX [phone]
www.copefearengineering.com

1
Waterford Commercial North
Flow Breakdown
Lot #
Type of Use
Lot Size (AC)
Known Flow
(GPD)
Future Flows
(GPD)
Approx. Future
Flow/AC (GPD)
Total Flow
(GPD)
Lot #7
Unknown Future Development
8.33
0
14,607
1,754
14,607
Lot #8
Existing Cornign Credit Union
1.18
375
0
0
375
Lot #9
Exisitng Car Wash
2.05
3,200
0
0
3,200
Lot #10
Existing Goodwill
2.15
867
0
0
867
Lot #11
I Unknown Future Development
1.5
0
2,630
1,753
2,630
Lot#12
Leland Station (Multi -Family)
18.17
17,400
14,462
1,754
31,862
Lot #13
Unknown Future Development
2
0
3,507
1,754
3,507
Lot#14R
Medical Office (& Unknown Future)
6.04
2,500
8,091
1,753
10,591
(TOTALS: 1 24,342 1 43,297 1 1 67,639
Note that the above does not include portion of Waterford Commercial Development permitted October 5, 2007
which included the Harris Teeter Center (Lot 6) and Lots 1-5.

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Hunkele, Dean
From: Kyle Herring <[e-mail]>
Sent: Thursday, November 11, 2021 9:09 AM
To: Hunkele, Dean
Cc: Scott Lewis; Matt Haley
Subject: RE: [External] RE: ADD INFO WQ0021302 Waterford Commercial modification request
and flow allocations
Attachments: Waterford Overall Exhibit - R1.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hi Dean,
See responses to comments below as well as a revised exhibit. Let us know if you have any additional
questions.
Thanks,
Kyle Herring, PE
CAPE FEAR
ENGINEERING
kyle. herring Acapefearena ineerina.com
PH: 910.383.1044 Ext. 110 1 C: 910,386.3731
151 Poole Road, Ste.100 [ Belville, NC [ 28451
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From: Hunkele, Dean <[e-mail]>
Sent: Tuesday, November 9, 2021 12:08 PM
To: Kyle Herring <[e-mail]>
Cc: Scott Lewis <[e-mail]>; Matt Haley <[e-mail]>
Subject: RE: [External] RE: ADD INFO WQ0021302 Waterford Commercial modification request and flow allocations
Importance: High
Thanks Kyle.
So it looks like we have Outparcels 1-5 being short on allocation by about 2000 gpd and under on the Lot 6 uses by about
4000 gpd, thus overall we are still good and think we should leave the system descriptions alone on them and not worry
about updating them or the flow any longer.
- Agree, we are good with this.
How certain is everyone with the future identified uses on Lots 7A and 15R? Do you want that allocation specified now
or later? If more line will be needed for either or both, then probably best not to allocate those needing line now.

We are very confident in those flows provided and both of those facilities are under construction. We
did the design for 15A and the Town confirmed the proposed # of rooms for the 7A Hotel site.
On the rest of the unknown areas do you want the volumes assigned by Lot now or just leave the new positive balance
intact to be used as development becomes known? By the way, how was the per acre rate you listed arrived at?
- We were planning to allocate now based on the remaining acreages. I have added some information to
the exhibit but we allocated based the remaining acreages and remaining flow. So we allocated 33,953
GPD across the 13.58 future acres to get our 2,500 GPD/Ac allocation.
Dean Hunkele (Dean. Hunkele@ncdenr.¢ov)
Environmental Program Consultant
Water Quality Regional Operations Section
Division of Water Resources/Department of Environmental Quality
DWR Website: http://www.ncwater.org
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
910.796.7215 Reception Desk
910.796.7380 Direct
910.620.1685 Field/Telework Mobile
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perm its/pe res/col lectio n-syste ms-perm its
From: Kyle Herring [mailto:kvle.herrinR capefearengineerina com]
Sent: Friday, November 5, 2021 1:25 PM
To: Hunkele, Dean <[e-mail]>
Cc: Scott Lewis <slewis([e-mail]>; Matt Haley <[e-mail]>
Subject: RE: [External] RE: ADD INFO WQ0021302 Waterford Commercial modification request and flow allocations
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Afternoon Dean,
See attached Overall Waterford Commercial breakdown and exhibit for review and please let me know if have
any questions or comments.
Thanks and have a great weekend,

100' 0 100' 200' /
1 INCH = 100' /
CO
NW tiW
/ 0 V O
LOT c�
1
\� 6,16
LOT
#7 B
LOT L
\ #2 \,
\\ \\\\ LOT �/ , ;� % — Olde Regent Way
Lq JL -
IN,\ �y \�\ \ \ LOT
LOT
#8 LOT
#9R \ oar
Lot # Owner
NCAC 2T Use
2T Design Units
GPD/Unit/Day
# Units Total Flow
Lot#1
Wells Fargo
Bank
Employee/Shift
25
7
175
Lot #2
Smithfield's Chicken and BBQ
Restaurant, Single ServiceSeat
Articles
20
100
2,000
Lot#3
Multi -Use (See Below)
(3-1) Panera Bread
Restaurant, Single Service
Articles
Seat
20
100
2,000
(3-2) Pivot Physical Therapy
Medical, Medical Office
Practioner/Shift
250
3
750
(3-3) Capelli Salon
Beauty Shop
Booth
10
125
1,250
(3-4) Your CBD Store
Stores, No Food Service
Every 1,000 SF
100
1.675
168
Lot #3 Total
4,168
Lot#4
Multi -Use (See Below)
(4-1) Five Guys
Restaurant, Single Service
Articles
Seat
20
50
1,000
(4-2) VACANT (AS OF 11/5/21)
Stores, No Food Service
Every 1,000 SF
100
1.675
168
(4-3) Club Pilates
Fitness, Exercise
Every 100 SF
50
16.75
838
(4-4) Intracoastal Reality Corporation
Office Facility
Employee/Shift
25
1 10
250
Lot #4 Total
2,255
Lot #5
Harris Teeter Fuel Station Employee/Shift 25 2
50
Lot #6
Multi -Use (See Below)
(6-1) Islands Fresh Mex Grill
Restaurant, Single Service
Articles
Seat
20
100
2,000
(6-2) Ultratan
Beauty Shop
Booth or Bowl
125
4
500
(6-3) Papa Johns
Restaurant, Single Service
Articles
Seat
20
20
400
(6-4) The UPS Store
Stores, No Food Service
Every 1000 SF
100
1.4
140
(6-5) Mattress Emporium
Stores, No Food Service
Every 1000 SF
100
1.4
140
(6-6) Greatest Potential Chiropractic
Medical, Medical Office
Practitioner/Shift
250
2
500
(6-7) Splish Splash Dog Wash
Beauty Shop *
Booth or Bowl
125
4
500
(6-8) Wok & Roll
Restaurant, Single Service
Articles
Seat
20
20
400
(6-9) Christophers Steak House
Restaurant, Full Service
Seat
40
100
4,000
(6-10) Computer Warriors
Stores, No Food Service
Every 1000 SF
100
1.4
140
(6-11) Falcone's Italian Restaurant
Restaurant, Full Service
Seat
40
50
2,000
(6-12) Beverly Nails
Beauty Shop
Booth or Bowl
125
4
500
(6-13) Great Clips
Barber Shop
Chair
50
8
400
(6-14) Luxe Home Interiors
Stores, No Food Service
Every 1000 SF
100
4.2
420
(6-15) Harris Teeter
Shopping Center, w/ Food
Service
Every 1000 SF
130
48
6,240
(6-16) Jersey Mike's
Restaurant, Single Service
Articles
Seat
20
20
400
(6-17) Alayna's Boutique
Stores, No Food Service
Every 1000 SF
100
1.675
168
(6-18) Hallmark
Stores, No Food Service
Every 1000 SF
100
1 1.675
168
(6-19) Dental Works
Medical, Medical Office
Practitioner/Shift
250
4
1,000
Lot #6 Total
20,015
A
II
OT
I
E 17 II
II
Lot#7A
Hotel
Hotel w/o In -Room
Room
120
110
13,200
Lot#7B
FUTURE/UNDEVELOPED
Future Use
GPD/ACRE
2338
4.92
11503
Lot #8
Corning Credit Union
Bank
Employee/Shift (+50 GPD
for Public Restroom)
25
7
225
Lot #9R
Shores Express Car Wash
Car Wash Facility
Based on Similar Faculties
3200
1
3,200
Lot #10R
Goodwill Industries of Eastern NC, Inc.
Stores No Food Service
Every 1000 SF
100
12
1,200
Lot #11
FUTURE / UNDEVELOPED
Future Use
GPD/ACRE
2338
1.5
3,507
Lot #12 R
Leland Station Apartments
Multifamily
Dwelling
140 /dwelling
5 REQs Amenity
120
17,400
Lot #14R
Cygnus
Medical Office
Employee/Shift
25
100
2,500
Lot #15 R
Custom Home Furniture
Furniture Store
Employees/Shift
Warehouse
25 / Employee
100 / Bay
16
2
600
Lot#17
FUTURE/UNDEVELOPED
Future Use
GPD/ACRE
2338
4.13
9,656
Lot#18
FUTURE/UNDEVELOPED
Future Use
GPD/ACRE
2338
3.03
7,084
Permitted
Flow Lots 1-6
31,100
Permitted
Flow Lots 7-18
67,640
Total
Waterford
Commercial
Flow
98,740
GPD
GPD
GPD
3�
32 '
r-
I
ISSUED FOR
REGULATORY REVIEW
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER 650-43
SCALE AS SHOWN
DATE
WATERFORD COMMERCIAL
OVERALL
SEWER TRACKING
EXHIBIT
PROJECT NUMBER SHEET NUMBER
650-43 1 EX-1

100' 0 100' 200' /
1 INCH = 100' /
NW tiW
/ 0 V O
LOT c�
1
\� 6,16
LOT
#7 B
LOT L
\ #2 \,
\\ \\\\ LOT �/ , ;� % - Olde Regent Way
Lq JL -
IN,\ �y \�\ \ \ LOT
LOT
#8 LOT
#9R \ oar
Lot # Owner
NCAC 2T Use
2T Design Units
GPD/Unit/Day
# Units Total Flow
Lot#1
lweiis Fargo
Bank
Employee/Shift
25
7
175
Lot #2
Smithfield's Chicken and BBQ
Restaurant, Single ServiceSeat
Articles
20
100
2,000
Lot#3
Multi -Use (See Below)
(3-1) Panera Bread
Restaurant, Single Service
Articles
Seat
20
100
2,000
(3-2) Pivot Physical Therapy
Medical, Medical Office
Practioner/Shift
250
3
750
(3-3) Capelli Salon
Beauty Shop
Booth
10
125
1,250
(3-4) Your CBD Store
Stores, No Food Service
Every 1,000 SF
100
1.675
168
Lot #3 Total
4,168
Lot#4
Multi -Use (See Below)
(4-1) Five Guys
Restaurant, Single Service
Articles
Seat
20
50
1,000
(4-2) VACANT (AS OF 11/5/21)
Stores, No Food Service
Every 1,000 SF
100
1.675
168
(4-3) Club Pilates
Fitness, Exercise
Every 100 SF
50
16.75
838
(4-4) Intracoastal Reality Corporation
Office Facility
Employee/Shift
25
10
250
Lot #4 Total
2,255
Lot #5
Harris Teeter Fuel Station Employee/Shift 25 2
50
Lot #6
Multi -Use (See Below)
(6-1) Islands Fresh Mex Grill
Restaurant, Single Service
Articles
Seat
20
100
2,000
(6-2) Ultratan
Beauty Shop
Booth or Bowl
125
4
500
(6-3) Papa Johns
Restaurant, Single Service
Articles
Seat
20
20
400
(6-4) The UPS Store
Stores, No Food Service
Every 1000 SF
100
1.4
140
(6-5) Mattress Emporium
Stores, No Food Service
Every 1000 SF
100
1.4
140
(6-6) Greatest Potential Chiropractic
Medical, Medical Office
Practitioner/Shift
250
2
500
(6-7) Splish Splash Dog Wash
Beauty Shop *
Booth or Bowl
125
4
500
(6-8) Wok & Roll
Restaurant, Single Service
Articles
Seat
20
20
400
(6-9) Christophers Steak House
Restaurant, Full Service
Seat
40
100
4,000
(6-10) Computer Warriors
Stores, No Food Service
Every 1000 SF
100
1.4
140
(6-11) Falcone's Italian Restaurant
Restaurant, Full Service
Seat
40
50
2,000
(6-12) Beverly Nails
Beauty Shop
Booth or Bowl
125
4
500
(6-13) Great Clips
Barber Shop
Chair
50
8
400
(6-14) Luxe Home Interiors
Stores, No Food Service
Every 1000 SF
100
4.2
420
(6-15) Harris Teeter
Shopping Center, w/ Food
Service
Every 1000 SF
130
48
6,240
(6-16) Jersey Mike's
Restaurant, Single Service
Articles
Seat
20
20
400
(6-17) Alayna's Boutique
Stores, No Food Service
Every 1000 SF
100
1.675
168
(6-18) Hallmark
Stores, No Food Service
Every 1000 SF
100
1.675
168
(6-19) Dental Works
Medical, Medical Office
Practitioner/Shift
250
4
1,000
Lot #6 Total
20,015
A
II
OT
I
E 17 II
II
Hotel
Hotel w/o I n-Room
Room
100
110
11,000
FUTURE / UNDEVELOPED
Future Use
GPD/ACRE
2500
4.92
12,300
Corning Credit Union
Bank
Employee/Shift (+ 50 GPD
for Public Restroom)
25
7
225
Shores Express Car Wash
Car Wash Facility
Based on Similar Faculties
3200
1
3,200
Goodwill Industries of Eastern INC, Inc.
Stores No Food Service
Every 1000 SF
100
12
1,200
FUTURE / UNDEVELOPED
Future Use
GPD/ACRE
2500
1.5
3,750
Leland Station Apartments
Multifamily
Dwelling
140 / dwelling
5 REQs Amenity
120
17,400
Cygnus
Medical Office
Employee/Shift
25
100
2,500
Custom Home Furniture
Furniture Store
Employees/Shift
Warehouse
25 / Employee
100 / Bay
16
2
600
FUTURE / UNDEVELOPED
Future Use
GPD/ACRE
2500
4.13
10,325
FUTURE / UNDEVELOPED
Future Use
GPD/ACRE
2500
3.03
7,575
Permitted
Current
Future
Flow Lots 1-6 (GPD)
31,100
28,663
2,438
Flow Lots 7-18 (GPD)
67,640
36,125
31,515
Total Waterford
Commercial Flow (GPD)
98,740
64,788
33,953
Remaing Acres (Ac)
13.58
Allocation /Acre
(GPD/Ac)
2,500
3�
32 '
r-
I
ISSUED FOR
REGULATORY REVIEW
CAPE FEAR
ENGINEERING
151 Poole Rd.,Suite 100; Belville, NC, 28451
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
PROJECT
NUMBER 650-43
SCALE AS SHOWN
DATE
WATERFORD COMMERCIAL
OVERALL
SEWER TRACKING
EXHIBIT
PROJECT NUMBER SHEET NUMBER
650-43 1 EX-1