WQ0042487_Application (FTSE)_20210520

Permit Number WQ0042487
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRuIe
Permitted Flow
Facility
Central Files: APS _ SWP
4/29/2021
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
The Home Place of Southport Minor Wilmington
Location Address County
Brunswick
Owner
Owner Name
Southeast Brunswick Sanitary District
Dates/Events
Facility Contact Affiliation
Owner Type
Government - County
Owner Affiliation
Bryan N.McCabe
PE
4240 Committe Dr SE
Southport
NC 2846115
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/26/2021
Regulated Activities Requested ]Received Events
Additional information requested
Additional information received •!-
Outfall
Waterbody N

Malpass Engineering & Surveying, P.C.
1134 Shipyard Blvd.
Wilmington, NC 28412
Phone: [phone]
Fax: [phone]
License No. C-2320
April 26, 2021
To: Dean Hunkele
NCDEQ
Re: The Home Place of Southport
APR 2 6 2621
We are submitting a Fast -Track Application (FTA 04-16) for the above referenced
project. The following items are provided: original and copy of the application form,
$480 application fee, original and copy of Flow Tracking/Acceptance for Sewer
Extension Application (FTSE 04-16), two copies of the Sanitary Sewer Narrative, two
copies of a color 8.5"xl 1" Aerial Map, and two copies of a color 8.5"xl 1" of USGS
Topographic Map, two copies of the flow reduction approval letter, and two copies of
analysis documents from SBSD (WWRP Flow Tracking Analysis Spreadsheet, Pump
Station Listing from SBSD Collection System Permit WQCS00283, & Flow Rate
Analysis -PS #3 and PS #4-4/23/21 Spreadsheet).
See Sanitary Sewer Narrative for project description.
Thanks,
Justin C. Bishop, P.E.

State of North Carolina
IDWR 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: WG��-1rj `1 (tobe completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Southeast Brunswick Sanitary District (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other eSata rro P 4 plsaeYt-�
3. Signature authority's name: Bryan N. McCabe per 15A NCAC 02T .0I06(b)
Title: District Manager
4. Applicant's mailing address: 4240 Committee Dr SE
City: Southport State: NC Zip: 28461-.
5. Applicant's contact information:
Phone number: 910 457-0006 Email Address: bmccabe(a),southeastbrunswick.com
11. PROJECT INFORMATION:
1. Project name: The Home Place of Southport
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date:
If new construction but part of a master plan, provide the existing permit number: W000_
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.9490 Longitude:-78.0370
5. Parcel ID (if applicable): 22100034
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Justin C. Bishop License Number: 036232
Firm: Malvass Engineering& Surveying, P.C.
Mailing address: 1134 Shipyard Blvd
City: Wilmington State: NC Zip: 28412-_
Phone number: 210 392-5243 Email Address: justinbishopAbizec.rr.com
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
1. Facility Name: Southeast Brunswick Sanitary District W WTP Permit Number: W00013200
Owner Name: Southeast Brunswick Sanitary District
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
114
1. Permit Number(s): W00013�t foA Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection Svstem Permit Number(s) (if applicable): WQCS o0 2b3
Owner Name(s): Southeast Brunswick Sanitary District
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. 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: FICA) 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 021'.0103(20))
),Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114 ? ® Yes ❑ No
Y If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I 14(1))
Daily Design Flow s.b
No. of Units
Flow
Single -Family Residential (3 bedroom)
190 gal/lot
52
9,880 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
9,880 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 .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 9 880 GPD (per 15A NCAC 02T .01 14)
➢ 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

V II. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
2,049.28
PVC
8
20.00
DIP
➢ 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 the MDC
Vill. 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: Longitude: - °
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)(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.03 05(h)(I)(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)):
1. Does the project comply with all separations found in I SA NCAC 02T.0305(f) & (e)
® Yes ❑ No
o r s A t it A r tnT rnn un rn„ra;nc ,rrin;n,,,v, ceparar;nns that shnll he provided for sewer systems:
- _ -- -- - --- ----
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
IS 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 I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or 60, see Section X of this application
,C 10 Tent _farr VVAAh�s c�4ssifiet� as WL
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No ❑ N/A
➢ Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.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:
t JuAn C. N56D
Engineer's name from Application Item III.1.)
that this application for
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:
Applicant's Certification per 15A NCAC 02T .0106(b):
bisnet t
Authority's name & title from Application Item I.3.)
that this application for
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: Date: 73 Z
FORM: FTA 04-16 Page 5 of 5

The Home Place of Southport
Sanitary Sewer Narrative
Description:
Travel 0.86 miles east on NC 211 (Southport -Supply Rd SE) from the intersection of NC
211 & NC 133 (Long Beach Rd SE) to the site. The site is located on the south side of
NC 211.
The proposed sanitary sewer system is to serve 52 (3 bedroom) lots. The flow required is
9,880 GPD based on Southeast Brunswick Sanitary District's approved reduced flow rate
of 190 gpd/three-bedroom unit. There is 2,069.28 LF of 8" public sanitary sewer gravity
main being proposed for this project. The length of the gravity sewer main is based on
the distance from inside wall of manhole to inside wall of manhole.
The proposed 8" sanitary sewer gravity main will discharge into an existing 8" sanitary
sewer gravity main along the south side of NC 211.

Michael F. Easley, Governor
OF W A TE9 William G. Ross Jr., Secretary
Oa 0y North Carolina Department of Environment and Natural Resources
> y
o � Alan W. Klimek, P.E., Director
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 5, 2003
Mr. Louis Roberti, Chairman
Southeast Brunswick Sanitary District
4335 Southport -Supply Road
Southport, North Carolina 28461
Subject: Southeast Brunswick SD WWTP
W Q0013200
Flow Reduction Approval
Clarification
Brunswick County
Dear Mr. Roberti:
This letter serves to clarify your approved flow reduction values as there has been some confusion.
After discussion with several parties including you, our Wilmington Regional Office, Ray Cox of W K
Dickson, Marie Doklovic and Kim Colson of the Non -Discharge Permitting Unit, the following flow
values are agreed upon for future allocations tributary to the system permitted under WQ0013200:
One Bedroom Units:
60 GPD
Two Bedroom Units:
120 GPD
Three Bedroom Units:
190 GPD
Each Additional Bedroom:
60 GPD
This is on a per unit basis. I hope this provides the information you requested. Please contact Marie
Doklovic at 919-733-5083 x 371 with any questions or concerns.
Sincerely,
Alan W. Klimek, PE
Cc: Dean Hunkele, Wilmington Regional Office
Ray Cox, Jr., PE, W.K. Dickson & Company, Inc. (Wilmington office)
NDPU Flow Reduction File
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
DENR Customer service Center
An Equal Opportunity Action Employer
Internet http)/h2o.enr.state.w.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50 % recycled/10 % post -consumer paper

State of North Carolina
73
93i��isE<ati is's
Lt�<a.er Sieyotzrte+.
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Southeast Brunswick Sanitary District
Project Name for which flow is being requested: The Home Place of Southport
More than one FTSE maybe required for a single project tf the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewaterJfow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: ��:rss�.r +���z��¢te< !�r;kQY Asze,c� G✓ril ¢�
b. WWTP Facility Permit #: W S y
Al[ flows are in MGD
c. WWTP facility's permitted flow t> ..r e, 0 n
d. Estimated obligated flow not yet tributary to the WWTP n , o 5'137
e. WWTP facility's actual avg. flow 0. g 77 3
f. Total flow for this specific request 0. 0 0 q q
g. Total actual and obligated flows to the facility a. 3 y5 R
It. Percent of permitted flow used eo tl
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***
3 y(aoul3uy 0.sa�d ,2 -7 gJ 0,120,00fr 0.133 p,ti�
C29
IxlNi¢t !1 i 0,2,1& ea, E r � r .0t3 p,oyfi � o1'I�l O, 0r(3
* 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.
xa 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): 1A- (At 565o F^ct, irrr-r e- e,sF Aawe�
Downstream Permit Number: T% f
l% P5 V— r (CLl
C? r-�,4,4 t>...r >io ,gym Page I of vZ,,,
FTSE 10-18

III. Certification Statement:
I • M C—CA?54 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
PlsT¢icr lYJ41VA6E
Title of Signing Official
Page 2 of 6
PTSE 10-18

SBSD WWTP
Flow Tracking - April 2021
Permit Number
Facility Name
Owner First
Name
Owner
Last
Name
SBSD Sewer
Committed Flows
(GPD)
% Built
Flow Not Yet
Tributary
South Harbor Village
86,045
99.00%
860
Cambridge Crossing
16,720
100.00%
0
St. James
98,830
82.00%
17,789
BEMC 211
500
100.00%
0
Arbor Creek
60,030
88.00%
7,204
St. James Safe Storage
775
0.00%
775
Eagle Pines
7,970
80.00%
1,594
Sweet Bay Village
25,840
99.00%
258
SBSD Original Collection
112,910
100.00%
0
Live Oak MHP
6,480
6.00%
6,091
Mariner's Pointe
15,010
94.00%
901
Southport/Oak Island Industrial Park
5,000
100.00%1
0
Sentry Self Storage
5,160
100.00%
0
Long Beach Crossing
13,635
64.00%
4,909
Carolina Place
70,420
100.00%
0
Airport/Preserve
42,680
57.00%
18,352
0
0
0
SBSD Total Committed (Permitted) Flows
568,005
Total District Flow Committed Not Yet Tributary
58,734
12 Month Actual Annual Average Flow (2020)
277,309
Actual Committed Flow
336,043
SBSD Sewer Capacity Available
500,000
Remaining Sewer Capacity Available
163,957
SBSD
4/23/21

SOUTHEAST BRUNSWICK SANITARY DISTRICT WWTP
PERMIT # WQCS00283
PS
#
LOCATION
I
#�
HWY 133(LONG BEACHROAD)
CAPACITY
LEFT TURN RIGHT AFTER' AIRPORT ROAD
150 GPM
HWY133(LONG BEACH ROAD)
#2 IN FRONT OF CARPET WHAREHOUSE, NEXT TO C & S PAINT CENTER
#3
LONG BEACH ROAD BEHIND ADVANCE AUTO PARTS
250 GPM
#4
HWY 211 BETWEEN LONG BEACH RD & DOSHER CUTOFF
464 GPM
(ON THE RIGHT GOING TOWARD DOSHER CUT OFF FROM LONG BEACH ROAD
#5
END OF COASTAL ROAD FROM HWY 133(LONG BEACH ROAD)
END OF 8TH STREET
150 GPM
#6
FROM SEBSD W WTP, RIGHT TURN ONTO OAKCREST,
THEN RIGHT TURN ONTO 8TH STREET
#7
4TH STREET & SWEET BAY - FROM SEBSD WWTP RIGHT TURN ONTO OAKCREST,
150 GPM
THEN RIGHT TURN ONTO 4TH ST. KEEP 4TH STREET TO SWEET BAY
#9
FLAGSHIP STREET IN OCEAN LAKE ESTATES -TURN OFF OF HWY 133 (LONG BEACH ROAD) 440 GPM
INTO OCEAN LAKE ESTATES(FAITH STREET), MAKE A LEFT ONTO
FLAGSHIP, FOLLOW FLAGSHIP
UNTIL IT MAKES A RIGHT TURN
440 GPM
#YO
END OF JIB STREET -TAKE FLAGSHIP TO JIB STREET- MAKE A LEFT TURN ONTO JIB.
#11
HWY 211 @ BRUNSWICK ELECTRIC OFFICES
120 GPM
HONEY LOCUST WAY IN ARBOR CREEK
80 GPM
'2
TURN OFF OF HWY 211 INTO ARBOR CREEK(ARBOR CREEK DRIVE)
MAKE A RIGHT ONTO HARMONY
CIRCLE, THEN A RIGHT ONTO HONEY LOCUST WAY.
WINDINGVINE WAY INARBOR CREEK
180 GPM
#13
TURN OFF OF HWY 211 INTO ARBOR CREEK(ARBOR CREEK DRIVE)
MAKE A RIGHT ONTO WINDING VINE WAY
64 GPM
#14
BARNES BLUFF @ END OF FISH FACTORY ROAD
TAKE FISH FACTORY ROAD TO END AND MAKE A RIGHT TURN INTO BARNES BLUFF.
45 GPM
#15
IN SOUTH ARBOR ON GLEN COVE
180 GPM
VANESSA DRIVE
#16
MAKE A LEFT TURN OFF OF HWY 133(LONG BEACH ROAD)
DIRECTLY ACROSS FROM AIRPORT ONTO VANESSA DRIVE.
LIFT STATION ON RIGHT IMMEDIATELY AFTER PASSING L&L MONTESSORI SCHOOL
320 GPM
BENEATH OAK ISLAND BRIDGE
W7
MAKE A RIGHTTURN OFF OF HWY 133(LONG BEACH ROAD) IMMEDIATELY AFTER THE AIRPORT
ONTO OLD BRIDGE ROAD. LIFT STATION AT THE END OF
OLD BRIDGE ROAD.
#118
CINNABON FERN @ARBOR CREEK
273 GPM
#20
END OF TIMBER STREAM DRIVE @ARBOR CREEK
45 GPM
21
35 GPM
FISH FACTORY ROAD IN CAMBRIDGE CROSSING DEVELOPMENT
22 GPM
All pump stations are equipped with audible and visual alarms and with SCADA.
The District has three permanent, seven portable generators and one portable pump.

Flow Rate Analysis - PS #3 and PS #4 - 4/23/21
Annual - Pump Activity Report from Apr 22, 2020 00:00:00 to Apr 22, 202100:00:00
Starts
Avg Run
Flowrate
Station
Pump
Starts Average
Total Days
per Day
Time (Min)
(GPM)
3 Lift Station 3 Communications Driver
Lift Station 3 Pump 1 Status
7591 0:05:35
708:16:30 365
21
5.583
464
3 Lift Station 3 Communications Driver
Lift Station 3 Pump 2 Status
7484 0:07:10
895:24:24 365
21
7.167
464
Total
4 Lift Station 4 Communications Driver
Lift Station 4 Pump 1 Status
17328 0:01:10
340:10:03 365
47
1.167
150
4 Lift Station 4 Communications Driver
Lift Station 4 Pump 2 Status
16878 0:00:49
232:03:34 365
46
0.817
150
Total
Quarter - Pump Activity Report from Jan 1,
202100:00:00 to Apr 1, 202100:00:00
Station
Pump
Starts Average
Total
3 Lift Station 3 Communications Driver
Lift Station 3 Pump 1 Status
1450 0:07:06
171:37:51 90
16
7.100
464
3 Lift Station 3 Communications Driver
Lift Station 3 Pump 2 Status
1346 0:10:09
227:55:23 90
15
10.150
464
Total
4 Lift Station 4 Communications Driver
Lift Station 4 Pump 1 Status
3946 0:01:32
101:17:00 90
44
1.530
150
4 Lift Station 4 Communications Driver
Lift Station 4 Pump 2 Status
3837 0:01:12
76:48:39 90
43
1.200
150
Total
Month - Pump Activity Report from Mar 1, 202100:00:00 to Apr 1, 202100:00:00
Station Pump Starts Average Total
3 Lift Station 3 Communications Driver Lift Station 3 Pump 15tatus 419 0:06:57 48:37:43 31
3 Lift Station 3 Communications Driver Lift Station 3 Pump 2 Status 420 0:11:50 82:53:09 31
4 Lift Station 4 Communications Driver Lift Station 4 Pump 1 Status 489 0:04:20 35:21:20 31
4 Lift Station 4 Communications Driver Lift Station 4 Pump 2 Status 489 0:03:15 26:36:56 31
14 6.950
14 11.833
16 4.333
16 3.250
GPD
53,876
68,186
122,062
8,310
5,667
13,977
53,076
70,435
123,511
10,062
7,674
17,736
464
43,587
464
74,389
Total
117,976
150
10,252
150
7,690
Total
17,942

Flow Rate Analysis - PS #3 and PS #4 - 4/23/21
Annual - Pump Activity Report from Apr 22, 2020 00:00:00 to Apr 22, 202100:00:00
Starts
Avg Run
Flowrate
Station
Pump Starts Average
Total Days
per Day
Time (Min)
(GPM)
3 Lift Station 3 Communications Driver
Lift Station 3 Pump 1 Status 7591 0:05:35
708:16:30 365
21
5.583
464
3 Lift Station 3 Communications Driver
Lift Station 3 Pump 2 Status 7484 0:07:10
895:24:24 365
21
7.167
464
Total
4 Lift Station 4 Communications Driver
Lift Station 4 Pump 1 Status 17328 0:01:10
340:10:03 365
47
1.167
150
4 Lift Station 4 Communications Driver
Lift Station 4 Pump 2 Status 16878 0:00:49
232:03:34 365
46
0.817
150
Total
Quarter - Pump Activity Report from Jan 1,
202100:00:00 to Apr 1, 202100:00:00
Station
Pump Starts Average
Total
3 Lift Station 3 Communications Driver
Lift Station 3 Pump 1 Status 1450 0:07:06
171:37:51 90
16
7.100
464
3 Lift Station 3 Communications Driver
Lift Station 3 Pump 2 Status 1346 0:10:09
227:55:23 90
15
10.150
464
Total
4 Lift Station 4 Communications Driver Lift Station 4 Pump 15tatus 3946 0:01:32 101:17:00 90
4 Lift Station 4 Communications Driver Lift Station 4 Pump 2 Status 3837 0:01:12 76:48:39 90
Month - Pump Activity Report from Mar 1, 202100:00:00 to Apr 1, 202100:00:00
Station Pump Starts Average Total
3 Lift Station 3 Communications Driver Lift Station 3 Pump 15tatus 419 0:06:57 48:37:43 31
3 Lift Station 3 Communications Driver Lift Station 3 Pump 2 Status 420 0:11:50 82:53:09 31
4 Lift Station 4 Communications Driver Lift Station 4 Pump 1 Status 489 0:04:20 35:21:20 31
4 Lift Station 4 Communications Driver Lift Station 4 Pump 2 Status 489 0:03:15 26:36:56 31
44
43
14
14
1.530 150
1.200 150
Total
6.950 464
11.833 464
Total
16 4.333 150
16 3.250 150
Total
GPD
53,876
68,186
122,062
8,310
5,667
13,977
53,076
70,435
123,511
10,062
7,674
17,736
43,587
74,389
117,976
10,252
7,690
17,942

SITE
DUTCHMAN CREEK
WORTH SIDE ❑F, -
INTRACOASTAL �- -"
- WATERWAY)
PROPOSED 8'
PUBLIC GRAVITY '
SEWER MAIN/
I I
1 !
r DUTCHMAN CREEK
OUTLET CHANNEL
USGS QUADRANGLE
SDUTHPORT, NC
201919 7
SCALE: 1'=400' (APPROX.) /
THIS IS NOT A SURVEY.
DOWNSTREAM
CONNECTION
i POINT (EX. 8'
GRAVITY
SEWER MAIN
AT EX, MH)
j �;