WQ0039483_Application (FTSE)_20190724

Central Files: APS _._® SWID -
7/23/2019
Permit Number WQ0039483 Permit Tracking Slip
Program Category Status Project Type
Non -discharge In review Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
1
Facility
Facility Name
Raleigh Street Sewer Extension Wilmington
W.T411unlir-qW, =_7
Owner
Owner Name
Cape Fear Public Utility Authority
Version Permit Classification
B Individual
Major/Minor Region
Minor Wilmington
County
New Hanover
Owner Type
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/312017 7/16/2019
Regulated Activities Requested ]Received Events
Office Additional information requested
. ...... Vda

To: NCDEQ
127 Cardinal Drive
Wilmington, NC 28403
I Attn: I Dean Hunk le I
El As Requested n For Your Files ❑ For Distribution For your Review / Action / Approval
n Sent via Mail El Sent via Courier
11 Quantity I Drawing No. I Description 11
Modified Fast Track Sewer System Extension Application (FTA 04-16)
Check #3735 for $480.00
REMARKS Please find the modified Sewer System Extension Application. The only change is from 334 LF of 8" gravity sewer to 667 LF of 8"
gravity sewer. If you have any questions or require additional information, please contact our office. Thank you.
CC:
File 275-77 "34"
Cape Fear Engineering, Inc.
Signed:--- , . _ A41-4,�
Kellie Norris, EIT
gzzm-s '.

State of North Carolina
Application Number:
-> I L11111�_ , M IN T ='T
(to be completed by DWR)
1. Applicant's name: CFPUA (company, municipality, HOA, utility, etc.)
1 Applicant type: ❑ Individual El Corporation ❑ General Partnership
F-1 Federal E] State/County E] Municipal
3. Signature authority's name: per ''--,A.
_L-L_
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: (2jQ) 132-6550 Email Address: [e-mail]
❑ Privately -Owned Public Utility
Other
1. Project name: Civil Works Contracting
2. Application/Project status: E] Proposed (New Permit) Existing Permit/Project
If a modification, provide the existing permit number: WQ0039483 and issued date: October 3, 2017
If new construction but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34. 10' Longitude: -77.56'
5. Parcel ID (if applicable): R06400-002-009-000
(or Parcel ID to closest downstream sewer)
1. Professional Engineer: rgffy Davis License Number: 20563
Firm: Cape Fear Engineering, Inc.
Mailing address: 151 Poole Rd. Suite 100
City: Bellville State: NC Zip: 2845 1 -
Phone number: (9j0 J 383-1044 Email Address: peffy.davis@cai)efeareni�ineering.com
1. Facility Name: Southside WWTP Permit Number: NC 0023973
Owner Name: Cape Fear Public Utility Authority
1. Permit Number(s): WQ Unavailable Downstream (Receiving) Sewer Size: 8 inch
'(U D
Cul _` I N -ig-�it g-r- WQCS_
AQ
Owner Name(s): Cave Fear Public Utility Authority
FORM: FTA 04-16 Page 1 of 5

1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
E]Yes FJNo ®N/A
2. If the Applicant is a Developer of lots to be sold, has a --e-tf- h3uei "' s 17011-,-L,EY.', been attached?
n Yes RNo ®N/A
been attached?
1 If the Applicant is a Homei—,­ n HIL.- h.as a:,,,,
4. Origin of wastewater: (check all that apply)-
[] Residential Owned F-1 Retail (stores, centers, malls) F-1 Car Wash
F-1 Residential Leased F-1 Retail with food preparation/service ❑ Hotel and/or Motels
F] School / preschool / day care E] Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
E] Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
E Businesses / offices / factories ❑ Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial AN"' �­
:-, )­
L221)
L---->Is there a Pretreatment Program in effect? F-1 Yes F-1 No
Q � M 6. Has a flow reduction been approved under ELA NCA" C 0-' �? ❑F -]Yes Na"171 Q_,_
If ves, provide a cony of flow reduction inpma!leper
7. Summarize wastewater generated by project:
Establishment Type (see Q2..-JA—' -1)
I Daily Design Flow
No. of Units
Flow
General Business and Office Facilities
25 gal/day
16
400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gaU
GPD
gal/
GPD
Total
400 GPD
a See MCAC' 02L_,�,,",'J' (�' "w(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 (J.S, a-2A-4).
b Per 15A NCAC 02T.01 14(c), design flow rates for establishments not identified [in table '�,:,- 11", - 1 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data,
8. Wastewater generated by project: 400 GPD (per o` N-C_",',,,'
> Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
n Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
EJ Flow has already been allocated in Permit Number:
Q Rehabilitation or replacement of existing sewer with no new flow expected
El Other (Explain):
FORM: FTA 04-16 Page 2 of 5

�I t F: i E 4 c t g. � )[ `9id,,i { 1�:I � �� � [i i;E, ,d �i•. zi
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 667 PVC
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 ndnimum slope requirement is not allowed and a violation of the MDC
II. PUMP STATION DESIGN CRITERIA (If Applicable) — . 03 P- &I' ffnorce :�d:*
COMPLETE FOR EACH PUMP STATION INCLUDED IN TIHS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDII)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with rA _,
❑ Standby power source or pump with automatic activation and telemetry - 1.5A NCAC 02T .0305(h)(1)(P)a
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

1. Does the project comply with all separations found in N
9 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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
Reclaimed water lines (vertical - reclaimed over sewer)
1.8 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 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), P, 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
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢115ANCAC 03 ,a) contains alternatives where separations in 0cannot be achieved.
**Stream classifications can be identified using the Division's ?�E �. _ _v
> If noncompliance with Q.21-.,J,3L5: _ see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ No ® NIA
> 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 setbacks found in the river basin rules per 51111 ® Yes ❑ No E] NIA
> This would include Trout Buffered Streams per
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water (duality Certifications?
Information can be obtained from the 40 . & B
5. Does project comply with _ "5 ,� ��) (additional permits/certifications)? ®Yes ❑ No
Per .15s _� rf 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 5_ "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
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
s Ik, ° ! 1 ,:.i =i ht"< .� s� i.e• b '�i s � E ';b. i i {' � I+i t i s°IfH€3 ki I � kE1
Ow-_ ��' f ?_3�, <t!t3 f'.' °,h t,i+.'.i #- I t•t,'i,{ �. 'E .i?i
FORM: FTA 04-16 Page 4 of 5

1.. Does the submitted system comply with 5A s , the �� �3 _._ _ o
'�_ffn_ i _� and the�� _ a __ W _
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 Tracy Application and supporting documents.
2. Professional Engineer's Certification:
11
Engineer's name from Application Item III.1.)
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 143-215.6E, 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.
3. Applicant's Certification per 15A NCAC 02T .0106(b):
3 i° r a E M t2brn E ww N E E R i b BAW)GER attest Vat this application for
(Signature Authority's name & title from Application Item 1.3.)
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 i and �w, 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:_fll Date:
FORM: ETA 04-1.6 Page 5 of 5