WQ0042828_Application (FTSE)_20211006

Permit Number WQ0042828
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension: Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean. hunkele
Coastal SWRule
Permitted Flow
Facility
Facility Name
White Tractor Pump Station Flow Redirection
Location Address
Owner
Owner Name
Town of Burgaw
Central Files: APS _ SWP _
9/23/2021
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 Type
Government - Municipal
Owner Affiliation
James H. Gantt
109 N Walker St
Dates/Events Burgaw INC 2842552:
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
9/15/2021
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September 14, 2021
ENGINEERS
SU R V E VO R<_
P L A N N E R S
M&C 04576-0012(40)
Mr. Dean Hunkele
NC Department of Environmental Quality — Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Fast Track Application — Town of Burgaw
US Highway 117 Regional Pump Station & Force Main Project
Dear Mr. Hunkele:
On behalf of the Town of Burgaw, we are pleased to submit this permit
application for the referenced project which includes redirecting an existing
pump station (White Tractor Pump Station) from the existing gravity sewer
system into a new 8" gravity sewer. The new 8" gravity sewer will ultimately be
served by a new regional pump station (PS No.2) located behind State
Employees' Credit Union, along US117. The new gravity sewer and regional
pump station are to be permitted separately.
This permitting request will redirect White Tractor Pump Station flow by
constructing approximately 1,340 linear feet of 4" PVC sewer force main. The
existing White Tractor Pump Station pre -dates NCDEQ use of WQ-prefix
permits. Therefore, there is no existing permit on record. Please find enclosed the
following documentation:
• One (1) hard and One (1) digital copy of application form.
• One (1) hard and One (1) digital copy of 8.5 x 11 color USGS topographic
map
• One (1) hard and One (1) digital copy of 8.5 x 11 street map
• One (1) hard and One (1) digital copy of Project Narrative
• $480 check (permit fee)
Please let me know if you have questions or would like to discuss. Thanks for
243 Nih Bni Sr, ef your assistance on this project.
oroe
Sincerely,
w i I "�' T orn N 2 8 a 0 I McKIM & CREED, INC. FlEOEIVEO/NOOENFVOWR
SEP 152021
9 I U 3 G 3 1 d 4 8 Jess Powell, PE
Water Qu Hty RegIIXW
F a x 9 1 n 2 5 1 8 2 8 2 opwat" Secllon
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State of North Carolina
DW R Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: W ��"la �� (to be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Bureaw (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: James Gantt per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: 109 N Walker Street
City: Bureaw State: NC Zip: 28425-
5. Applicant's contact information:
Phone number: 910) 663-3440 Email Address: ieantt@bur aw.eov
IL PROJECT INFORMATION:
1. Project name:
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: WQ00
3. County where project is located: Ponder County
4. Approximate Coordinates (Decimal Degrees): Latitude:34.54556 ° Longitude:-77.91028'
5. Parcel ID (if applicable): 3239-01-1907-0000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Jesse Powell, PE License Number: 046997
Firm: McKim & Creed- Inc
Mailing address: 243 N Front Street
City: Wilmington State: NC Zip: 28401
Phone number: [phone] Email Address: jess.powell�a mckimcreed.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Wallace Regional Wastewater Treatment Plant Permit Number: NC0003450
Owner Name: Town of Wallace
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch M Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS_
Owner Name(s): Town of Bureaw
FORM: FTA 06-21 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: REV been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an I --A: 00A 0 erational Agreement FORM: HOA and
supplementary documentation as required by 15A NCAC 02T.01 it s(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 / veteri_rmary facilities ❑ Swimming pool/Clubhouse
❑ Food and drink facilities El Church
❑ Businesses / offices / factories ❑ Nursing Home ❑ Swimming Pool/Filter Backwash
® Other (Explain in Attachment)
5. Nature of wastewater: % Domestic % Commercial % Industrial 4CSee 15A NCAC 02_ Tom)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes
6. Hasa flow reduction been approved under 15A NCAC 02T .01 14f i"? ❑ Yes ®No
➢ If ves, provide a conv of flow reduction aooroval letter witlm this annlirafi__
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(Q)
Daily Design Flow'" No. of Units
gat/
gal/
gal/
gal/
gal/
gal/
Total
® No
Flow
GPD
GPD
GPD
GPD
GPD
GPD
0 GPD
a Sedwelling;15NC0unknown non), i)(1) and l deve(2) morn[ usess to wastewater design flow rates (i.e., minimum flow per
proposed p , 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 NC-7 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 0 GPD (per 15A NCAC 02T .01 14)
➢ 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):
of 4" PVC force main to a new gravity sewer that shall be permitted separately.
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: White Tractor Pump Station (Existing)
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.54556' Longitude:-77.910280
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 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): 115 gallons per minute (GPM) at 42 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
4
1,340
PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I.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 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) & (g)? ® Yes ❑ No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewer s sterns:
Setback Parameter*
Separation Re(
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 1 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
I O 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 (g), see Section X.1 of this application
*I 5A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) 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 webna
ge
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.
➢ 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? ❑ Yes Basin name: _ ❑ No
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
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.0105(c)(6) (additional permits/certifications)? ® 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 ® 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 Desien 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 portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I> e�S(, Pinuhll attest that this application for L6117 Qtsltl"I Ril 54 I�.L,41- 9
(Professwnal Engineer's name from Application Item III.1.) (Project Na from App[]Cat[orf 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 Permittin
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: ��k��11..ARO�
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, James H. Gantt, Town Manager , attest that this application forUS Highway 117 Regional Pump Station S Force Main
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.I)
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.
FORM: FTA 06-21 Page 5 of 5

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PROJECT DESIGN NARRATIVE
TO: Town of Burgaw
FROM: Jess Powell, PE
DATE: September 14, 2021
RE: US HWY 117 Regional Pump Station and Force Main Project
Fast Track Sewer Permit - NCDEQ
White Tractor Pump Station Force Main Redirect
M&C#: 04576-0012
The Town of Burgaw has identified the need for a new regional wastewater pump station (PS No.
2) and force main to serve an unsewered area, east of US Highway 117. In addition to the new
wastewater pump station, the project will include redirecting flow from the existing White Tractor
Pump Station to the new station via a combination of approximately 2,600 linear feet of 8" gravity
sewer and 4" sewer force main.
The project will involve the design and permitting of:
✓ 450 GPM wastewater pump station
✓ 7,700 linear feet of 8-inch PVC sewer force main
✓ 1,340 linear feet of 4-inch PVC sewer force main
✓ 1,220 linear feet of 8-inch PVC sanitary sewer
Note that the pump station, 8-inch sewer force main, and gravity sewer will be permitted
separately as a new permit.
White Tractor Pump Station was constructed prior to NCDEQ use of WQ-prefix permitting;
therefore, there is no record of an existing permit. White Tractor Pump Station currently
discharges through a 4" force main and has the following components:
✓ Wet well depth =16 ft
✓ Wet well diameter = 6 ft
✓ Wet well invert depth = 12.33 ft
✓ Pump model number #JSV3D60-E4 230/3
✓ Impeller diameter = 8.15 inches
✓ Impeller speed =1750 RPM
04576-0012 1 September 2021
US HWY 117 Regional Pump Station and Force Main

✓ Pumping Rate = 115 GPM
✓ Pump Head = 42 ft
✓ Horsepower = 4 HP
Please note that this project does not modify the existing pump station but simply re -directs the
flow through a new 4" PVC sewer force main to ultimately be served by a new regional pump
station (permitted separately). The redirect will alleviate flow on the existing collection system.
The requested permitting action is to approve the construction of approximately 1,340 linear feet
of 4" PVC force main to redirect flow from the existing White Tractor Pump Station to the new
regional pump station.
END OF MEMORANDUM
04576-0012 2 September 2021
US HWY 117 Regional Pump Station and Force Main