WQ0045968_Application (FTSE)_20241107

Received
NOV 0 5 2024am
NCDEo "r GEOMATICS
July 23, 2024 Wilmington Regional off ice SURVEYING&ENGINEERING INC.
P.O.Box 16110
Senior Environmental Specialist Wilmington,NC 28408
Division of Water Resources- DEQ Tel: [phone]
127 Cardinal Drive Extension www.gsandeinc.comUJ Professional Firm#C-3796
Wilmington,NC 28405 r U U ���/
Re: Bobcat of Wilmington
Utility Connections
Fast Track Sewer Applications
To Whom It May Concern:
On behalf of Bobcat of Wilmington, please accept the attached application for sewer extension.
The goal of this project is to connect the existing Bobcat facility, located on US Highway 421, to the
CFPUA infrastructure constructed along this highway since the opening of Bobcat.
This project will use a duplex grinder pump station and approximately 150 linear feet of 2-inch
forcemain to replace the existing onsite septic system and tie to a commercial sewer tap in the
eastern shoulder of US 421.
The facility will purchase and maintain, onsite, a devoted,portable generator matched to the pump
station requirements for emergency power.
Enclosed for your review is the FTA 10-23 and the FTSE, as provided by CFPUA.
Project Summary:
This project serves to abandon the existing onsite septic system in accordance with Environmental
Health standards and redirect the effluent from the facility to a new grinder pump station and the
CFUPA treatment system.
Anticipated Wastewater Flows:
The existing septic permit(enclosed for reference) details permitted daily flow for the site.
Design of this grinder system is focused on resuspension of solids within the 2-inch forcemain and,
pump capacity is dictated by the flow rate necessary to achieve this, approximately 4.5 ft/s.
In addition to existing daily flows from the septic system, the owner may tie an existing equipment
washdown to the grinder station in the future. This washdown currently uses recycled water and will
require local approval by the CFPUA. As noted, the governing paramenter for the grinder pump
flowrate is respuspension of solids. The associated flowrate will accommodate both the septic flow
and washdown flow without any change in capacity. For this reason, no additional permitting should
be required for either scenario.

2 of 2
Design Flow Rate:
The design flow-rate is, 1,375 GPD.
Items Included in Submittal:
• Cover Letter
• Fast Track Applications
• FTSE
• Project Specifications
• Project Plans
No Variance is requested for this project.
Please let me know if you have any questions or concerns.
i
cerely,
mer Lyons
i E, In .
w/enclosures

State of North Carolina
Wqh
1111111 IN Department of Environmental Quality
Division of Water Resources
DWIR%k
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23& SUPPORTING DOCUMENTATION
Application Number: W tky0 y�-q (to be completed by DWR)
All items must be completed or the annlication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: BGM Properties,LLC(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: Charles Mangum tm per 15A NCAC 02T .01061b)
Title: Manager
4. Applicant's mailing address:403 Victor Hugo Drive
City: Cary State:NC Zip: 27511-
5. Applicant's contact information:
Phone number:[phone] Email Address: [e-mail]
11. PROJECT INFORMATION:
1. Project name: Bobcat of Wilmington
2. Application/Project status: ® Proposed(New Permit) ❑ Existing Permit/Project ❑ ARPA funded
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: WQ00
3. County where project is located:New Hanover
4. Approximate Coordinates(Decimal Degrees): Latitude: 34.3013890 Longitude: -77.976719'
5. Parcel ID(if applicable): R02400-001-007-000(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
l. Professional Engineer: Comer Lyons License Number: 30963
Firm:GS&E, Inc
Mailing address: PO Box 16110
City: Wilmington State:NC Zip:28408-
Phone number: [phone] Email Address: cl ons sandeinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF)INFORMATION:
1. Facility Name:Loughlin WWTP Permit Number:AL0O 2 31 6
Owner Name:CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream(Receiving)Sewer Information: 8 inch ❑ Gravity Z Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s): CFPUA
FORM: FTA 10-23 Pagel 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 I JOA/POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.01 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 Pool/Filter Backwash
®Businesses/offices/factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: %Domestic 100%Commercial %Industrial(See I SA NCAC 02T.0 103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes❑No
6. Has a flow reduction been approved under 15A NCAC 02T,01 14w? ❑Yes ®No
If Yes provide a cony of now reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a" No. of Units Flow
Skid Steer Sales& Service X 7 Cv+�pi e]i S 175 gal/day 1 175 GPD
Wash Bay(part of Bobcat facility) 1,200 gal/day 1 1,200 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 1,375 GPD
a See 15A NCAC 02T .01 14(b). (d). (e)(1)and(e)(2) for caveats to wastewater design flow rates(i.e. 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.01144] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 1.375 GPD(per 15A NCAC 02T.0114 and Ci.S, 143-215.1)
Y 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: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain):
FORM: FTA 10-23 Page 2 of 5

i
VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
I
i
I
➢ Section II& III of the MDC for Permitting of Gravity Sewers contains information related to design criteria i
➢ Section III contains information related to minimum slopes for gravity sewer(s)
A Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
V11I. PUMP STATION DESIGN CRITERIA(If Applicable)_02T.0305&MDC(Pump Stations/Force Mains):
PROVIDE A E5 PARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT �
I. Pump station number or name: 1
2. Approximate Coordinates(Decimal Degrees): Latitude: 34.301211° Longitude: -77.976608'
I
3. Total number of pumps at the pump station:2
3. Design flow of the pump station: .00227 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): 45 gallons per minute(GPM)at 181 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
i
Size(inches) Length(feet) Material j
I
i
2 150 HDPE
i
I
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.l.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
➢ 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 10-23 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 se arations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
ZWater 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 I
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(o or(g),see Section X.1 of this application
*I 5A NCAC 02T.0305(e)contains alternatives where separations in 02T.0305( 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ® 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/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. i
➢ No variance is required if the alternative design criteria specified is utilized in design and construction. i
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ®No
i
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
I
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑ Yes ®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.0 I 05(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T.0105(cN6),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 ®No
I
Per ISA 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 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Desi�zn 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 request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant por ion of the proiect,the full technical review is required.
2. Professional Engineer's Certification:
attest that this application for �,e� c C4,A ��
(Professional Engineer's name from Application Item 111.1.) (Project Name from Ap Iication Item it.l
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)
................. Nrr+R!!!y. . ,
North Carolina Professional Engineer's seal,signature,and date:
SE L
3 3l
s� NG ESP��r
:.......................................................................................:
3. Applicant's Certification per 15A NCAC 02T.0106(b): I /}
1, (_J4-41Z L I:j '-'� - A 14A)641 H ,attest that this application for ��o
(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 no t xceed$10,000 as well as civil penalties up to$25,000 per violation.
Signature: DateS4—
,'-
FORM: FTA 10-23 Page 5 of 5

I
f
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
BGM PROPERTIES, L.L,C.
Information
Sosld: 0461885
Status: Current-Active O
i
Date Formed: 6/12/1998
Citizenship: Domestic !
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Mangum, Charles S
Addresses
Mailing Principal Office Reg Office Reg Mailing
403 Victor Hugo Dr 403 Victor Hugo Dr 403 Victor Hugo Dr 403 Victor Hugo Dr
Cary, NC 27511-6388 Cary, NC 27511-6388 Cary, NC 27511-6388 Cary, NC 27511-6388
i
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager Manager
Barbara G Mangum Charles S Mangum
403 Victor Hugo Drive 403 Victor Hugo Dr
Cary NC 27511 Cary NC 27511
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State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Dhlslon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: BGM Properties, LLC
Project Name for which flow is being requested: Bobcat of Wilmington
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: James A. Loughlin (Northside)WWTP
b. WWTP Facility Permit#: NPDES NC 0023965
All flows are in MGD
c. WWTP facility's permitted flow 16.00
d. Estimated obligated flow not yet tributary to the WWTP 5.172
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.001375
g. Total actual and obligated flows to the facility 15.834
h. Percent of permitted flow used 99.0
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 Approx. Obligated, Total
Pump Pump Average Current Not Yet Current Flow
Station Station Firm Daily Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity,* (Firm/pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
10 WQ0039922 22.090 7.363 3.776 0.989 4.765 2.598
12 WQ0039517 4.920 1.970 0.672 0.395 1.066 0.904
*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): Cape Fear Public Utility Authority
Downstream Permit Number:
Page 1 of 6
FTeF 10

III. Certification Statement:
I Jeff Theberge, CFPUA Eng. Mgr. 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.
0,]J-AJ r o
SJnInk Official Si nature lbad
tQ6t1d1=r-KtPG MANA(a►=t ,
Title of Signing Official
Page 2 of 6
FTSE 10-23