WQ0041369_Application (FTSE)_20200110

Permit Number WQ0041369
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, 8 Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
Surf City Pet Hospital Private Pump Station
Location Address
Owner
Central Files: APS _ SWP
12/18/2019
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Pender
Facility Contact Affiliation
Owner Name Owner Type
Tman LLC Non -Government
Owner Affiliation
Deborah McArthur -Wicks
351 Rosebud Ln
Dates/Events Holly Ridge INC 28445
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/5/2019
Regulated Activities Requested /Received Events
Additional information requested
Additional information received

TRIPP ENGINEERING, P.CR�
419 Chestnut Street D 2019
Wilmington, North Carolina 28401
[phone] • [e-mail]
December 4, 2019
NCDEQ
Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Dean Hunkele
Re: Surf City Pet Hospital
New Hanover County, NC
TE 18028
Dear Mr. Hunkele:
RECE1V a/?'1,,0HIP,/BWi
DEC 0 4 2019
Water Oual{tl, Regional
Operations Section
Wilmin't:m Regional Office
Enclosed please find one (1) original and one (1) copy of private and public fast -
track applications, flow tracking/acceptance form, calculations, topo map, street map, and
checks to cover the application fees for the above referenced project.
We are proposing 565 If of 1.5" SDR 21 PVC public force main to run along
Tortuga Lane and tie into an existing 2" force main. In addition, proposed 34 if of 1.5"
SDR 21 PVC private force main and one pump station are located on the project site. We
are requesting flow of 600 gpd to provide sewer service to the proposed veterinarian
office and kennel.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tr' Engi eeri g, P.C.
Phillip G. Tripp,
PGT:dcb
Ene.

State of North Carolina
DWR Department of Environmental Quality
Division of Water Resources
15A NCAC 02T,0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dtvlslon of Water Resources 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: TMAN. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Stale/County ❑ Municipal ❑ Other
3. Signature authority's name: Deborah McArthur -Wicks per 15A NCAC 02T .0106(b)
Title: Member Manager
4. Applicant's mailing address: 351 Rosebud Lane
City: Holly Ridge State: NC Zip: 28445-_
5. Applicant's contact information:
Phone number: 91 329-4700 Email Address: _
II. PROJECT INFORMATION: {�
1. Project name: Surf City Pet Hospital VV
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: Pender
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.442023° Longitude:-77.567963'
5. Parcel ID (if applicable): 4235-14-5971-0000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Phillip G. Tripp License Number: 17374
Firm: Tripp Engineering
Mailing address: 419 Chestnut Street
City: Wilmington State: NC Zip: i28401-_
Phone number:(910) 763-5I00 Email Address: office rin ppen k eering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Surf City W WTP Permit Number: W00000795
Owner Name: Town of Surf City
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Q 0) 4 V 3 69 Downstream (Receiving) Sewer Size: 2 inch w
System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): _
FORM: FTA 04-16 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 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: % Domestic/Commercial 100 % 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(fl? []Yes ❑ No
➢ If Yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow'}
No. of Units
Flow
gay
GPD
gal/
GPD
gay
GPD
gal/
GPD
gay
GPD
gal/
GPD
Total
0 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 measured data.
8. Wastewater generated by project 0 GPD (per 15A NCAC 02T .0l 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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
VIII. PUMP STATION DESIGN CRITERIA (If Appii able)-02T.0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 1
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.442070' Longitude:-77.568026°
3. Design flow of the pump station: .0006 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 28 gallons per minute at 18 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
1 1/2
34
SDR21 PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source orpump with automatic activation and telemetry - 15A NCAC 02T .0305(hx l )(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)):
1. Does the project comply with all separations %und in 15A NCAC 02T .0305(f) & M ® Yes ❑ No
➢ 15A NCAC 02T_0305(f) contains minimum separations that shall be orovided for sewer systems:
Setback Parameter*
Separation Required
Stone 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 - reclaned over sewer
2 feet
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drin king water
100 feet
"Waters classified WS (except WSI or WS-V), B, SA, OR W, 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 Is
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 weboage
➢ If noncompliance with 02T.0305(fl or (g), see Section X of this application
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 213.0202
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/ovtifications)? ® 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 pernuts (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
posmon d parallel to slreambanks 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:
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, complete and submit the Variance/Altemative 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:
name from Application Item III. I.)
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 143-215.6B, 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 Eagineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signature Authority's name & title from Applicatidh Item 1.3.)
_.Q�oF l:ssoON CAR 1'.,
611
SEAL r i
17374 F
.11
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 143-2I5.6A 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 4ALtg not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
/.►f'�� .� LL' �i i I�■'LI��1 it s
FORM: FTA 04-16 Page 5 of 5

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Limited Liability Company
Legal Name
TMAN, LLC
Information
Sosld: 1465740
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 8/25/2015
Registered Agent: McArthur - Wicks, Deborah A
Addresses
Mailing
351 Rosebud Ln
Holly Ridge, NC 28445-7951
Reg Mailing
351 Rosebud Ln
Holly Ridge, NC 28445-7951
Company Officials
Principal Office
351 Rosebud Ln
Holly Ridge, NC 28445-7951
Reg Office
351 Rosebud Ln
Holly Ridge, NC 28445-7951
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
President
Deborah McArthur -Wicks
351 Rosebud Ln
Holly Ridge NC 28445