WQ0030624_Application (FTSE)_20191220

Permit Number WQ0030624
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
29,240
Facility
Facility Name
Richmond HIII Subdivision Sewer
Location Address
Owner
Owner Name
Brunswick County
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance
8/25/2006 11/26/2019
Central Files, APS SWP _
11/26/2019
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Major/Minor
Minor
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
John Nichols
PE
PO Box 249
Bolivia
Public Notice Issue Effective
Region
Wilmington
County
Brunswick
NC 28422024
Expiration

r
14 Coastal Land Design, PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
P.O. Box 1172 Phone: [phone]
Wilmington, NC www. Fax: [phone]
www.cldeng.com
To:
NCDEQ-DWR
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Attn:
Dean Hunkele
❑ As Requested
❑ Sent via Mail
Date:
November 25, 2019
File:
174-01
Subject:
Fast Track Sewer Application
Richmond Hills (Phase 2)
Modification to W00030624
❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Courier
Quantity
Drawing No.
Description
1
Original
Submittal Cover Letter
1
Original
Supplemental Brunswick County Capacity Letter
1
Check
In the Amount of $480.00
1
Original
Fast Track Sewer System Extension Application (FTA-04-16)
1
Original
Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 10-18)
1
Original
Supplemental USGS and Street Level Maps
1
Copy
Supplemental Copy of Existing Sewer Permit
1
Copy
All Items Listed Above
M?^ q
E ( tll
NOV 26 2019
Water 2,,.
Opelaiion•iS� t�ion
Remarks Please contact our office should you have any questions or concerns. Thank you.
CC: File C a rt�7 Design, PLLC
Client
Signed y
Jay R. Carmine, PE

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick County (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: William L. Pinnix. PE per 15A NCAC 02T .0106(b)
Title: Director of Engineering Services
4. Applicant's mailing address: P.O. Box 249
City: Bolivia State: NC Zip: 28422-_
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Richmond Hills
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0030624 and issued date: August 28, 2006 V
If new construction but part of a master plan, provide the existing permit number: W000 C
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.02. Longitude: -78 530 G^ r79-01
5. Parcel ID (if applicable): 1680006502, 1680006507, 1680006512 O
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jason R. Carmine License Number: 033196
Firm: Coastal Land Design, PLLC
Mailing address: P.O. Box 1172
City: Wilmington
Phone number: [phone]
State: NC Zip: 28402-.
Email Address: icarminegeldeng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: West Brunswick Regional Wastewater Treatment Facility Permit Number: W00023693
Owner Name: Brunswick County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF()::
1. Permit Nmmber(s): WQ 00 17 Downstream (Receiving) Sewer Size: --?4 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS 002Q'4
Owner Name(s): Brunswick County
FORM: FTA 04-16 Page l of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®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 Operational Agreement (FORM: HOA) 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 / preschool / day care ❑ Medical / 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 02T .0103(20))
"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
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f)
Daily Design Flow','
No. of Units
Flow
Additional proposed single-family lots
210 gal/day
24
5,040 GPD
Additional proposed clubhouse allocation
5 gal/lot
24
120 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
5,160 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 treasured data.
8. Wastewater generated by project: 5 160 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 Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 839 PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name: Richmond Hills Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.0171 ° Longitude:-78.2820'
3. Design flow of the pump station: 0.03440 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 180 gallons per minute at 116 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)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02T .0305(fl & (g)
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
10MEM
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see item IX.2
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top 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(g) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications weboage
➢ If noncompliance with 02T.0305(ff) or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental pennits 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
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
►I/ Mcl
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:
I, J
that this application for
(Professional Engir(eer's name from Application Item IIL 1.)
R;c.hMotnd Nilts-Phase a
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and da
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, W i 11 I QM L Yi n n i rc , r L I l Ji ru ! Ot LnA in e i attest that this application for
(Signature Authority's name & title from ARRplication tern I.3.)
R1JGkM0V) — Frills- 1'ha5e° Q
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.
khA //` . r � I
Signature:. t/ —,- ----� Date:
FORM: FTA 04-16 Page 5 of 5

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 County
Project Name for which flow is being requested: Richmond Hills - Phase 2
More than one FTSE may be required for a single project if the 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: West Brunswick WWRF
b. WWTP Facility Permit #: WQ 0023693
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
am
3.711
0.00516
3.797
63.3%
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
(Name or
Permit
Number)
No.
Richmond
(A)
(B)
Design
Average
Approx.
Daily
Current
Firm Flow**
Avg. Daily
Capacity, * (Firm / pfl,
Flow,
MGD MGD
MGD
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Total
Not Yet
Current Flow
Tributary
Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
WQ0030624 0.26 0.104 0.026 0.01907 0.045 0.059
* 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): West Brunswick FM - 24"
Downstream Permit Number: WQ0023693
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I William L. Pinnix, PE, Dir of Engr 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.
Signing Official Signature
Title of Signing Official
Page 2 of 6
FTSE 10-18

Coastal Land Design, PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
November 25, 2019
NCDEQ - DWR
1617 Mail Service Center
Raleigh, NC 27699-1636
(919) 807 — 6312
Re: Modification to Fast Track Sewer System Extension Application for Richmond Hills (W00030624)
The Richmond Hills Subdivision sewer system was originally permitted on August 28, 2006 for a total of 136
single-family residential lots, one amenity center, a centralized pump station, and necessary gravity and force
main utility extensions. The total permitted flow at that time was 29,240 gallons per day (GPD) partitioned as 136
single-family residential lots at 210 GPD and 680 GPD for the amenity center (5 GPD per lot for 136 lots). The
permitted length of gravity pipe was 8,026 linear feet (LF) and the permitted length of sewer force main was 2,016
LF. The duplex pump station is permitted to operate at 180 gallons per minute (GPM) at 116 feet of head.
The entire system except for the sewer infrastructure along Maymont Street and Ginters Park Road was installed
and then certified in August of 2007. Approximately 1,734 LF of gravity sewer infrastructure was not installed
along those two roads. Those two roads were originally intended for 51 lots — which were not recorded.
This revision to Richmond Hills includes a slight land plan change along Maymont Street and Ginters Park Road
which allows for the development of 75 lots (24 more single-family residential lots). The increase in sewer flow
is 5,160 GPD partitioned as 24 single family residential lots at 210 GPD and 120 GPD for the amenity center (5
GPD per lot for the additional 24 lots). The revised land plan requires 2,573 LF of gravity sewer extension. With
1,734 LF of gravity sewer infrastructure not installed as part of the original permit, the proposed gravity sewer
infrastructure increases the total length of gravity sewer for Richmond Hills by 839 LF. The permitted pump
station has excess capacity for this revision and no modifications are proposed to it or the sewer force main.
Included with this submittal are provided below. The application fee was submitted with the original submittal.
• B. Cover Letter (This Sheet)
• Capacity Acceptance Letter from Brunswick County
• C. Application Fee ($480.00)
• D. Fast Track Application (Form: ETA 04-16)
• E. Flow Tracking for Sewer Extension (Form: FTSE 10-18)
• F. Site Maps (USGS Topographic Map and Street Level)
• G. Existing Permit (WQ0030624)
If you have any questions o -,t1yR� any additional information, please feel free to contact our office.
Very Respectfully, ````O�A
��H
Q�GFESS/py9! q .
SEAL
Jay Carmine, P.E. 033196
Project Manager
co: File
P.O. Box 1172 Wilmington, NC 28402
Phone :[phone] F a x : 9 1 0 - 2 5 4 - 0 5 0 2 mw w. CL D en g. com

Untitled Map
W rite a description for your map.
Ila
r}
SITE
ref �
i
L
f ' 4
Av
a
1"
S i r 1
B� \