WQ0043082_Application (FTSE)_20220112

Central Files: APS _ SWP
Permit Number WQ0043082
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRuIe
Permitted Flow
Facility
1 /5/2022
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Colleen Teifer Commercial Pump Station Minor Wilmington
Location Address County
6570 Beach Dr Sw 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
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/16/2021 J-jl'j (_ rJ—aa
ReaulaterlActivities __ ___.._ ._ _ Retiuested /Received Events_ _

East Coast En ineering, P.C.
ENGINEERS•PLAN�J- S•CONSULTANTS
December 13, 2021
Mr. Dean Hunkele
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Colleen Teifer
Brunswick County, North Carolina
Fast Track Sewer System Extension
Dear Mr. Hunkele:
Please find enclosed the following items required for the Fast Track Wastewater Collection Permit for the
subject project:
1. One (1) executed original and one (1) copy of the Fast -Track Sewer System Extension
Application (FTA 04-16);
2. One (1) executed copy of the Flow Tracking/Acceptance for Sewer Extension Application
(FTSE 10-18);
3. One (1) copy of the Variance approval for new/existing commercial & multifamily pump
stations with limited flow;
4. One (1) copy of the Brunswick County authorization for plan submittal to NCDENR;
5. One (1) copy of the project narrative;
6. One (1) 24"x36" copy of the Utility Plans (C4.0-C4.5);
7. One (1) copy of the USGS Quad Map;
8. One (1) Sight Distance Exhibit Map; &
9. Check in the amount of $480 to cover the required application fee.
Should you have any questions or require additional information, please contact our office at your convenience.
Si ely,
a on Starlingg
Jstarling(a)eces.biz
Enclosures
PC: Ms. Colleen Teifer— Property Owner, via email RECENED/NCDENR/DWR
Mr. Bill Pinnix, Brunswick County Engineering, via email s 2�2�
Ms. Amy Aycock, Brunswick County Engineering, via email DEC
File: 2749 (ColleenTeifer) Water OuaBry Regwnal
Oparatwns section
Wilmington Regwnal Office
4918 Main Street * Post Office Box 2469 * Shollotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]
Firm License Number: C-4785

State of Nort11 Carolina
DWg Department i Environmental Resources
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources (.� p 1I-II FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: VV( GW 13U 0a' (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Brunswick Count v (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. P.E. per 15A NCAC 02T .0106(b)
Title: Director of Engineering
4. Applicant's mailing address: 75 Courthouse Drive — Building 1
City: Bolivia State: NC Zip: 28422
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Colleen Teifer Commercial
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000 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: W000
3. County where project is located: Brunswick
4. Approximate Coordinates (Decimal Degrees): Latitude: 33.901°Longitude:-78.455'
5. Parcel ID (if applicable): 243JB017 (or Parcel ID to closest downstream sewer)
I1I. CONSULTANT INFORMATION:
1. Professional Engineer: J. Christian Russell License Number: 35054
Firm: East Coast Engineering
Mailing address: PO Box 2469
City: Shallotte State: NC Zip: 28459
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Sea Trail WWTF Permit Number: W00012748
Owner Name: County of Brunswick
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. Permit Number(s): W00030581
2. Downstream (Receiving) Sewer Information: 12 inch ❑ Gravity N Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00284
Owner Name(s): Brunswick County
FORM: FTA 06-21 Page 1 of 5

Vt. 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 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 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 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No N 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 Pool/Filter Backwash
N Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 0 % Domestic 100 % Commercial 0 % 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(fl? ❑ Yes N 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(Q)
Daily Design Flow',b
No. of Units
Flow
Office
25 gal/day
4
100 GPD
Storage
1 gal/unit
2
2 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
102 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.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 102 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why: (N/A)
❑ 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: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & M DC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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 (Punta Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: DGPS-1
2. Approximate Coordinates (Decimal Degrees): Latitude: 33.9010 Longitude:-78.455°
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.000102 million 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): 20 gallons per minute (GPM) at 158 feet total dynamic head (TDH)
S. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
90
SDR 9
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C.1.b. ® 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 (N/A —Variance Approval WOCS00284)
➢ 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 15,000 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 15,000 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) & (e)? N 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 11 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 W. see Section X.1 of this application
*15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(I) 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 webnaee
2. Does this project comply with the minimum separation requirements for water mains? N Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? [-]Yes [-]No N 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? N Yes Basin name: Lumber ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? N Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
S. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes N 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)? N 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 N 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 version), 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 reauest will be issued
concurrently with the approval of the Permit, and proiects requiring a variance approval may be subject to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the Protect, the full technical review is required
2. Professional Engineer's Certification:
I, J. Christian Russell , attest that this application for Colleen Teifer Commercial
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
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. 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:
SEAL -
35054 =
11-24-2021.'�
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t•��:
00
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, _William L. Pinnix. P.E. , attest that this application for Colleen Teifer Commercial
(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: Date: I k 3 G -7 ,, 7•
D> )ZCt.70)r_ r,\(1 n W�
FORM: FTA 06-21 �� 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 Public Utilities
Project Name for which flow is being requested: Colleen Teifer Commercial
More than one FTSE maybe 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: SEA TRAIL WWTF
b. WWTP Facility Permit #: WQ 0012748
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
All flows are in MGD
0.30
0.4509
0.210
0.000102
0.661
220.3%
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:
(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 / pfl,
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): Sea Mist Force Main (12")
Downstream Permit Number: WQ0030581
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I William L. Pinnix, PE 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 ofSigning Official
Ikl3ol?.0ZI
Page 2 of 6
FTSE 10-18

Water -Resources
ENVIRONMENTAL OUALITY
October 11, 2017
William L. Pinnix, P.E., Director of Engineering
Brunswick County
P.O. Box 249
Bolivia, NC 28422
ROY COOPER
Governor
MICHAEL S. REGAN
Secrefnr9
S. JAY ZIMMERMAN
Director
Subject: Variance Request Approval
Permit Number WQCS00284
New/Existing Commercial & Multifamily Pump Stations with Limited Flow
Brunswick County
Dear Mr. Pinnix:
The Division of Water Resources (Division) has reviewed proposed revisions as submitted on September 26, 2017,
with additional information submitted October 11, 2017, for the previously approved variance request as approved
on October 7, 2015. The request involved deviation from the requirements of 15A NCAC 02T.0305 for pump stations
with low flows that serves multifamily and commercial facilities within the county's service area with the following
conditions, with revisions marked in bold:
1) This variance only applies to facilities meeting flow rates less than or equal to 1,680 gallons per day (gpd)
2) Pump Stations shall:
a) Meet the pump reliability requirement per 15A NCAC 02T.0305(h)(1), (meet peak flow with largest pump
out of service).
b) Provide 24-hours' worth of wastewater storage (installed or upgraded).
c) Install/maintain alarms per 15A NCAC 02T.0305(h)(1)(F) in an area that is noticeable to the general public
or onsite staff.
d) Install/maintain signage per 15A NCAC 02T.0305(h)(2).
e) Provide a lift -out chain for each pump such that a single pump can be removed while the other remains
In service, per Part 3.05(B)(3)(a) of the Minimum Design Criteria for Pump Stations and Force Mains.
3) In accordance with the provision for alternative design covered under 15A NCAC 02T.0105(n), facilities meeting
the above conditions are exempt from:
a) Requirement to install a standby power source or pump per 15A NCAC 02T.0305 (h)(1)(B).
b) Requirement to install/maintain a telemetry system per 15A NCAC 02T.0305(h)(1)(E).
c) Requirement to inspect these facilities every day per 15A NCAC 02T.0305(a)(4) and WQCS00284 (Condition
V.2), however still required to inspect the facility at least once per week.
d) Requirement to provide each pump with a guide rail or cable system, per Part 3.05(B)(3)(a) of the
Minimum Design Criteria for Pump Stations and Force Mains.
e) Requirement to install the check valve in the horizontal position unless the valve is of a ball check type,
per Part 3.04(A)(2)(a)(11) of the Minimum Design Criteria for Pump Stations and Force Mains.
-<" `Nothing Compares'"-._-.
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300

New/Existing Commercial & Multifamily Pump Stations with Limited Flow
October 11, 2017
Regardless of the variance approval, in the event that the wastewater collection facilities fail to perform
satisfactorily, including the creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or replacement facilities.
All other elements of this project shall be constructed In accordance with all applicable rules and statues including,
15A NCAC 2T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design Criterfa adopted
February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable. Approval of the variance request does not
constitute approval of the permit.
If you have any questions, please contact Christyn Fertenbaugh, P.E. at [phone] or via email at
christyn.fertenbauehPncdenr gov.
Sincerely,
forlayZimmerman, P.G.
Director, Division of Water Resources
by Deborah Gore, PERCS Supervisor
Division of Water Resources, NCDEQ
cc: Wilmington Regional Office, Water Quality Section Regional Operations
Water Quality Central Files - WQC500284
PERCS Files (electronic copy)

East Coast Engineering, P.C.
ENG IN EERS•PLAN NERS•CONSULTANTS
PROJECT NARRATIVE
for
Colleen Teifer
Brunswick County, North Carolina
December 13, 2021
Colleen Teifer (property owner) is located at 6570 Beach Drive SW, approximately
0.85 miles West from the intersection of Ocean Isle Beach Road (SR-1184) &
Beach Drive SW (SR-179). The Tax ID number for the property is 243JB017. The
total project area is 0.71 acres, and is currently vacant land.
WASTEWATER COLLECTION (SEWER)
The proposed commercial facility will have 4 employees with 2 storage units. The
total flow allocation has been determined at 102 gpd.
The sewer system will consist of a duplex grinder station and force main as well as
the gravity lines for the facility. The duplex grinder station will receive wastewater
from the building via a 4" gravity service line. Upon satisfactory completion of
construction, all portions of the sewer system will be owned and maintained by
Brunswick County.
The Duplex grinder station will pump wastewater via 90 LF of 2-inch force main to
the point of connection on NC-179 in Brunswick County, North Carolina. The point
of connection is a permitted 12-inch C900 PVC force main that is owned by
Brunswick County. Twenty four hours of emergency storage have been provided
in the wet -well.
4918 Main Street * Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]
Firm License Number: C-4785

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