WQ0038099_Application (FTSE)_20190107

Central Files: APS SWP
• 12/4/2018
Permit Number WQ0038099 Permit Tracking Slip
Program Category Status Project Type
Non-discharge In review Major modification
Permit Type Version Permit Classification
Gravity Sewer Extension;Pump Stations; &Pressure Sewer Extensions C Individual
Primary Reviewer Permit Contact Affiliation
dean.hunkele
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Coastal SWRule
Permitted Flow
0
Facility
Facility Name Major/Minor Region
Pump Station 36 Expansion Minor Wilmington
Location Address County
New Hanover
Facility Contact Affiliation
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Owner i
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Owner Name Owner Type
Cape Fear Public Utility Authority Government-Municipal i
Owner Affiliation
James R.Flechtner
PE
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235 Government Center Dr
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Dates/Events Wilmington NC 28403
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Scheduled
Orig Issue App Received ©raft Initiated Issuance Public Notice Issue Effective Expiration
11/20/2015 12/3/2018
Regulated Activities Requested Deceived Events
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Wastewater collection Additional information requested
Additional information received
Outfal
Waterbody Name Streamindex Number Current Class Subbasin

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® BLACK&VEATCH INTERNATIONAL COMPANY
B LACK&VEATCH
a Building a world of difference: 11000 REGENCY PARKWAY,SUITE 410
CARY,NC 27518 USA
[e-mail] 1+1.919.463.3046
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November 30, 2018
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Cape Fear Public Utility Authority Project No. 197987
Pump Station 36 Upgrade B&V File 30.3000
NCDEQ
Wilmington Regional Office—Water Quality Section
127 Cardinal Drive Extension
Wilmington,NC 28405 RECrt"IVE /NODE /D R �
Attention: Mr. Dean Hunkele DEC
2018
Subject: Pump Station 36 Upgrade
Sewer Fast Track Permit
Water QU�lity Regional
Operations Section
Dear Mr.Hunkele:
\"Vilmingtor, Regicnas Office
On behalf of the Cape Fear Public Utility Authority(CFPUA),we are submitting the enclosed sewer fast
track permit package for the Pump Station 36 Upgrade. The work to be performed in this project
includes the construction of upgrades to Pump Station 36 in anticipation of future development.With this
upgrade,no additional flow will be permitted at this time. CFPUA prefers to permit the flow separately
as developments come online.As such, we have not included the Flow Tracking Form with this j
application. It is our understanding that CFPUA has been permitting their pump station upgrades with
you in this manner. The following items are included in this package:
• A check for$480 to cover the review fee
• This cover letter with a brief project narrative • Existing permit WQ003 8099
• Application form FTA 10-14 (with • USGS Site Map
certifications). • Street level maps
The upgrades included with this project include three new pump (triplex pump station), a new wetwell,
valve/meter vault, a new generator, and supporting upgrades to the electrical system. The existing •
generator will be removed from the site and the existing pump house and wet well would be converted to
an electrical room and manhole,respectively. The pump station will tie in to an existing 24-inch force
main(the NEI),with backup connections to other adjacent force mains. The sewer will continue to be
sent to the M'Kean Maffitt WWTP, as it is currently.
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If you have an questions or need further information, lease contact me at 919-463-3046 (email:
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[e-mail]). We will respond immediately to any of your concerns or questions.
Sincerely,
7rey
K&VEA ..CH
S. Thompson
Project Manager-
BUILDING A WORLD OF DIFFERENCE

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T.0300—FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16&SUPPORTING DOCUMENTATION
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Application Number:W)� 3 A to be eom leted b DWR
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All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority(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:Carel Vandermeyden per 15A NCAC 02T.0106(b)
Title:Director of En ing eering
4. Applicant's mailing address:235 Government Center Drive t.
City:Wilmington State:NC Zip:28403-
5. Applicants contact information: st1 f 2018
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Phone number: 919 332-6703 Email Address:Carel.Vanderme den(d,c ua.ora
II. PROJECT INFORMATION:
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1. Project name:Pump Station 36 Upgrade
2. Application/Project status: ❑Proposed(New Permit) ®Existing Permit/Project
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If a modification,provide the existing permit number:WQ0038099 and issued date: April 28,2016 03.-3 0—
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: 34.168002' Longitude:-77.932582'
5. Parcel ID(if applicable): 312514.23.9911.000
(or Parcel ID to closest downstream sewer)
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III. CONSULTANT INFORMATION:
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1. Professional Engineer:Jeffrey Thompson License Number:33762
Firm:Black and Veatch International Company
Mailing address: 11000 Regency Parkway,Suite 410,Cary,NC 27518
City:Cart/ State:NC Zip:27518-7701
Phone number:[phone] Email Address:ThompsonJSAbv.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:M'Kean Maffitt Wastewater Treatment Plant Permit Number:NCO023973
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Owner Name:Cape Fear Public Utility Authority
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V. RECEIVING DOWNSTREAM SEWER INFORMATION if different than WWTF :
1. Permit Number(s):WQ Downstream(Receiving)Sewer Size: 24 inch
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System Wide Collection System Permit Number(s)(if applicable):WOCS00012
Owner Name(s):Cape Fear Public Utility Authority
FORM:FTA 04-16 Page 1 of 5
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VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
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❑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
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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: 75%Domestic/Commercial 25%Commercial
0%Industrial(See 15A NCAC 02T.0103(20))
4-Is there a Pretreatment Program in effect? ®Yes ❑No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? ❑Yes ®No
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➢ If yes,provide a copy of flow reduction approval letter
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7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No.of Units Flow
gal/day GPD
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gal/day GPD f
gal/day GPD
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gall GPD
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gal/ GPD !
gal/ GPD
Total 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.0114)
➢ 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
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❑Flow has already been allocated in Permit Number:
❑Rehabilitation or replacement of existing sewer with no new flow expected i
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❑Other :Ex lain
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FORM:FTA 04-16 Page 2 of 5

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VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305&MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
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21 76 PVC
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➢ 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 requirement is not allowed and a violation of the MDC
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VIII. 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:PS 36
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2. Approximate Coordinates(Decimal Degrees):Latitude:34.168002' Longitude:-77.932582'
3. Design flow of the pump station: 5.310 millions gallons per day(firm capacity)
4. Operational point(s)of the pump(s): 1850/1850 gallons per minute at 51/118 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
16 20 DIP
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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
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❑ 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.
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FORM:FTA 04-16 Page 3 of 5
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IX. SETBACKS&SEPARATIONS—(02B.0200&15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A NCAC 02T.0305(f & g) ®Yes ❑No
➢ 15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm 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
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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 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
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Drainage systems and interceptor drains 5 feet
Any swimming ools 10 feet
Final earth grade vertical 36 inches f
➢ 15A NCAC 02T.0305( )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(g),see Section X of this application
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2. Does the project comply with separation requirements for wetlands?(50 feet of separation) ❑Yes ®No ❑N/A
➢ See the Division's draft separation requirements for situations where separation cannot be meet *Kept existing
➢ No variance is required if the alternative design criteria specified is utilized in design and construction Setback—1 Oft.
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➢ As built documents should reference the location of areas effected j
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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
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4. Does the project require coverage/authorization under a 404 Nationwide or ®Yes ❑No
individual permits or 401 Water Quality Certifications?
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➢ 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
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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
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➢ 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/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:
�'. � attest that this a
.� pplication for
(Profession ngineer's name from Fkpplication Item III.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, 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.
...................
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CA 0 %
North Carolina Professional Engineer's seal,signature,and date: \�� ,C .-•••••••.•�/ �,�
Q~.• ASS/p •.� .01
4.•'p�
6 .Q
SEAL -
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• 033762
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S.•�-10����
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
��" � &,' that this
� 1 t application for
(Signature Authority's me&title from Application Item I.3.)
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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 sub j ect 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 j
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: r
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FORM:FTA 04-16 Page 5 of 5

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