WQ0040674_Application (FTSE)_20190227

Central Files. APS SWP
2/28/2019
Per ft Number VVQ0040674 Permit Tracking Slip
Program Category Status Project Type
Non-discharge In review New Project
Per Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, &Pressure Sewer Extensions A Individual
Primary Reviewer Permit Contact.Affiliation
dean.hunkele
Coastal SWRule
Permitted Flow
Fa Ci€ity
Facility Name Major/Minor Region
County ABC Store 104 Sewer Relocation Minor Wilmington
Location Address County
7000 Wrightsville Ave New Hanover
Facility Contact Affiliation
Owner
Owner Name. _ Owner Type
Cape Fear Public Utility Authority Government-Municipal
Owner Affiliation
James R.Flechtner
PE
235 Government Center Dr
DateslEvents _ Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Ef€ective Expiration
2/27/2019
Regulated Activities Requested/Received Events
Additional information requested
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L E T T E. R O F T R A N S M I T T A L
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'I'o. NCDEQ Date Feb 26,2019
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127 Cardinal Drive Extension
Wilmington,NC 28405 Re. ABC Store 104
910 796-7380
.. Attu: Dean Hunkele Pro ect Na 18202.PE
W.
e are sen.....ding: ❑ Originals ®Prints ❑ Shop Drawings ❑ Calculations
he following items: ❑Correspondence ❑ Plans ❑ Specifications ® Other as listed below
.:
uanti Date Dw No..:..
Deser tion
g.
1 Cover Letter
Public Sewer Main Extension:
1 One(1) Check# for$480.00
One(1)Letter from CFPUA
Issue Status; ® For Approval ❑As Requested ❑Construction ❑Bid
❑For Your Use ❑For Review and Comment ❑Approved as Noted ❑See Remarks
ction Taken: ❑ No Exceptions Taken'❑ Make Corrections Noted ❑ Amend&Resubmit
❑ Rejected--See Remarks ❑ Approved as Submitted ❑ Other
remarks:
Please contact me with any questions.bsmith aramounte-en .cone
.............................................................
.
:.. NHC ABC Bd Signed:..:.
J.Branch Smith,PE
KEIVEHW
FEB 2 7 2019
Water QualitY Rp�i��al
opprabons Spction

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T.0300-FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FT -A 04 16&SUPPORTING DOCUMENTATION
Application Number:
pp / (to be completed by DWR)
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 El General Partnership ❑Privately-Owned Public Utility
0 Federal Q State/County Q Municipal Other
3. Signature authority's name:Matthew Tribett,PE per,15A NCAC 02T
Title:Engineering Manager
4. Applicant's mailing address:235 Government Center Dr
City:Wilmin on State:NC Zip:28403-
5. -Applicant's contact information:
Phone number:[phone] Email Address:[e-mail]
II. PROJECT INFORMATION:
1. Project name:NHC ABC Store 104
2. Application/Project status: n Proposed(Ne Perrput,� 0 Existing Permit/Project
If a modification,provide the existing permit numb WQ0005064and issued date:
If new construction but part of a master plan,provide the exis ing pe umber:WQ00
3. County where project is located:New Hanover
4. Approximate Coordinates(Decimal Degrees):Latitude: 77.82' Longitude:-34.22
5. Parcel ID(if applicable): R05713.13-011.049-000
----(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1 Professional Engineer:J.Branch Smith License Number:034354
Firm:Paramounte Engineerin ,Inc.
Mailing address: 122 Cinema Drive.
City Wilmington State:NC Zip:28403-
Phone number: 910 791-6707 Email Address:bsmith aramount en .com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMAT N:
1. Facility Name: 1V0r4-W?i d1- Permit Number:
Owner Name:Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SE R RMATION(if different than WWTF):
1. Permit Number(s):WQ Downstream(Receiving)Sewer Size: 8 inch
System Wide Collection System Permit Number(s)(if applicable):WQCS
Owner Name(s):Cape Fear Public Utility Authority
FORM:FTA 04-16 Page 1 of 5
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VI. GENERAL REQUIREMENTS
l. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
Yes ONo ®N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM:DEVJ been attached?
❑Yes []No [ON/A
3. If the Applicant is a Home/Property Owners'Association,has an Operational Agreement.(FORM:HOAR been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater:(check all that apply):
0 Residential Owned ®Retail(stores,centers,malls) D Car Wash
El"Residential Leased ❑Retail with food preparation/service ❑Hotel and/or Motels
❑School/preschool/day care El 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: 100%Domestic/Commercial s%Commercial
%°Industrial(See 15A NCAC 02T.0103(20))
Is there a Pretreatment Program in effect? 0 Yes El No
6. Has a flow reduction been approved under 15A NCAC 02T.0114(f)? D Yes 0 No
9 If yes,provide a copv of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type(see 02T.01140 Daily Design Flow�b No.of Units Flow
gall GPD
gal/ GPD
gal/ GPD
gall GPD
gal GPD
= gall GPD
Total GPD
a Seed 15A NCAC.02T 0114(b) a 1)and(e)(2)for caveats to wastewater design,(d)s C �t 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.4_2A-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: 100 GPD(per 15A NCAC 02T.011.4)
A Do not include future flows or previously permitted allocations
If permitted flow is zero,indicate why:
El Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
E]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
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i
f '
VII. GRAVITY SEWER DESIGN CRITERIA(If Applicable}-02T.0305&MDDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted.
Size(inches) Length(feet) Material
8 160 PVC C900(DR18)
➢ 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(g)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)-02T.0305&MD„C„(Pump Stations/Force Maims):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates(Decimal Degrees):Latitude: 0 Longitude:- °
3. Design flow of the pump station: millions gallons per day(firm capacity)
4. Operational point(s)of the pu .p(s): gallons per minute at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
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 151000 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:
El Portable power source with manual activation,quick-connection receptacle and telemetry-15A NCAC 02T
.0305(h)(1)(C)
or
El 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 found in.15A NCAC 02T.0305(fl&(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 in 6ludift in benched trenches 18 inches
Water mains horizontal 10 feet
Reclaimed water lines vertical reclaimed over sewer .18.inches
Reclaimed water lines orizontal-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
Drainage systems and interceptor drains 5 feet
kE
Any swimming ools 10 feet
Final earth grade(vertical) 36 inches
15A NCAC 02T.0 contains alternatives where separations in 02T.0305(f)cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webna e
If noncompliance with 02T.0305(f)or.(g),see Section X of this application
2. Does the project comply with separation requirements for wetlands?(50 feet of separation) 0 Yes ❑No
➢ See the 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 all setbacks found in the river basin rules per 15➢ Y p A NCAC 02B.0200. ®Yes ❑No
This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ®Yes ❑No
➢ Wetland-related permits shall be requested,obtained,and adhered to for projects that impact wetlands or surface waters
➢ Information can be obtained from the 401 &Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? Z Yes El No
Per 15A NCAC 02T.0105tc)(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 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.
0Yes ®No
➢ 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 Permittin of Pump Stations
and Force Mains(latest versions and the Gravity Sever Minimum Design Criteria(latest version)as applicable?
®Yes El No
If No,complete and submit the Variance/Alternative Design Request application(VADC 10-14)and suPP g ortin documents for
review. Avvroval of the request is required prior to submittal of the Fast Track Aanlication and.supporting documents
2. Professional Engineer's Certification:
attest that this application for
(Professional Engineer's name from Application 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 Permittin
g
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 143-21.5.613, 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 Engineers seal,signature,and date: t` {{C A
�. SEAL
.
354 _
034 •
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
R ♦2.2-
Y10P attest that this application for
(Signature Authority's name&title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowled e. I understand that if all required arts of
g q p
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 43-215.6B, 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.
Signatur Date:
FORM:FTA 04-16 Page 5 of 5

PARAMOUN-TE.
E N G 1 N E E R i N +CC. 1 N C.
February 26,2019
NCDEQ—DWR—Fast Track Sewer Extension
127 Cardinal Dr.Ext .
Wilmington,NC 28405
RE: Request for Application for ABC Store#104
NCAC 02T.0300 Fast Track Sewer System Extension
Cape Fear Public UtWiyAuthority
To"of Wrightsville Beach,New Hanover County,NC
To Whom It May Concern,
On behalf of the New Hanover County ABC Board,we are submitting a public sewer extension
application with-supporting documentation for a new store that is getting built over top an existing sewer
main at 7000 Wrightsville Ave,Wilmington,NC. Cape Fear Public Utility Authority(CFPUA)will be the
public utility authority applicant. So just to be clear,we are only relocating an existing line in order to
tY
build the store.
The tract is 0.72 acres at:N-34.22°,Long:W77.82°),and the proposed building coverage is 9008 sf.
The g p Yrao top h of the site is flat with no real grade to a particular location. The project drains to
Intracoastal Waterway watershed.
A single gravity collection main will carry the permitted flow of 0 GPD.
The downstream sewer is an 8" sewer main along Wrightsville Ave owned and maintained by CFPUA.
Sincerely,
Paramounte Engineering,Inc.
Branch Smith,PE
bsmith aramounte-eng.com
Encl: FTA 04-16 Application + $480 Review Fee
USGS Map Image
*Note: No FTSE 04-16 via CFPUA—0 GPD
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.34013I 2.8"N 77049'29.2 11w
Map data @2019 Google 200 ft
2/28/2019