WQ0040417_Application (FTSE)_20181127

219
P e r F -na It Wimbeu- WQ0040417
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hu.nkele
Coastal SWRLde
Permitted Flow
F Y
Facility Name
Blendin Meadows Subdivision
Location Address
Owner Name
Cape Fear Public Utility Authority
DA---
a't1%1,q,_ /Eve nt-s
Central Files- APS
Permit Tracking Slip
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Wilmington NC 28403
Scheduled
trig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
11/8/2018

November 8, 2018
Dean Hunkele
North Carolina Department of
Environmental Quality
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Blendin Meadows
CSD
ENGINEERING
RECEIVED/MCDENOWR
NOV 0 8 2018
Fast Track Sewer Submittal Water
Operations section ffiC
New Hanover County V 11mingtOn Regiotl 1
CSD Project No. 16-0384
Dear Mr. Hunkele:
The enclosed permit application is for +/- 767 If of 8" C-900 and +/- 881 If of 8" DIP gravity sewer main to serve
Blendin Meadows, a proposed 27-lot single-family development for Cape Fear Habitat for Humanity located
off Gordon Road in New Hanover Co. These will be 4-bedroom homes. This new main will connect to an
existing 30" CFPUA sewer main by installation of a cut -in manhole in the right-of-way of Daniel Boone Trail.
The main will be installed by the developer and owned and maintained by CFPUA. Enclosed please find:
- One (1) original and one (1) copy of Fast Track Sewer Application (FTA 04-16)
- One (1) original and one (1) copy of Flow Tracking/Acceptance form (FTSE 04-16)
- $480.00 application fee, check #24535
- Street view map
- USGS map
If you have any questions or comments, please feel free to contact us. Thank you for your assistance.
Sincerely,_
X-- g6 X . 2��
Mike Broyhill
�+
NOV
Encl.: As noted above
2018
Cc: Cape Fear Habitat for Humanity, Inc.
�I
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License # C-2710
CSD
ENGINEERING

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 FTA 04-16 &SUPPORTING DOCUMENTATION
ApPlication Number:"00 qo"N(4 V1 (to be completed by DWR
)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: CFPUA (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual Z Corporation El General Partnership
❑ Federal ❑ State/County Ej Municipal
3. Signature authority's name: Matthew Tribett per 15A NCAC 02T .01.06�h>
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Dr.
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Blendin Meadows
❑ Privately -Owned Public Utility
El Other
VE
t,41 OV 20 a
t
n NOV 08
hi
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and issued date:
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: 34.270079' Longitude:-77.844756'
5. Parcel ID (if applicable): R04300-003-004-001
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Howard Resnik License Number: 25483
Firm: CSD Engineering
Mailing address: PO BOX 40.41
City: Wilmin ton State: NC Zip: 28406-
Phone number: [phone] Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Souelt WWTP Permit Number: NC0023971r'65"
Owner Name: CFPUA K�Vl_a
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ_ Downstream (Receiving) Sewer Size: 30 inch
Syste-ni Wide Collection System Permit NLI.mber(s il' a li. able) : WQCS
Owner Name(s): CFPUA
FORM: FTA 04-16 Page 1 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?
N Yes [:]No ❑N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM'._ DES been attached?
E]Yes ❑No ❑N/A
3. If the Applicant is a Hgme/Pro pert Owne17s' .Association has an 0 eration.al Agree-ment (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 El 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 El Nursing Home EJ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial ( See 15A NC:A.0 02T .01. (.)3 (2() ))
Is there a Pretreatment Program in effect? [:]Yes ❑ No
6. Has a flow reduction been approved under 1. 5.A .NCAC 02T ------ ()114(1!)? ❑ Yes Z No
➢ If _yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01.14 f)
Daily Design Flow a,b
No. of Units
Flow
single family
480 gal/DAY
27
12,960 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,960 GPD
a See 15A NC:AC 02)T '.01.14(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 1.5A NC AC 02'L011.41 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12,960 GPD (per :15A NC.AC 02T .011.4)
➢ 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravit Sewers :
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
767
C-900
8
881
DIP
➢ 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
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:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
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 (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) I 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 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
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 1.5A NCAC: 02T .0305(t) & ) ❑ Yes ® No
➢ 15A NCAC (17.T (1' asm rnntninc minimnm cennrntinnc that cha11 he nrnvided fnr Qewer wstems'
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)
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
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ 1.5.A. 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 web a(.ye
➢ If noncompliance with 02T.0305(0 or (.y), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) E Yes ❑ No ❑ N/A
➢ 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 1.5A NCAC 02B .0200? El Yes ❑ No ® N/A
➢ This would include Trout Buffered Streams per 15 A NCAC 2B .020?
4. Does the project require coverage/authorization under a 404 Nationwide or E]Yes ® No
individual permits or 401 Water Quality Certifications?
➢ Information can be obtained from the 401 & But"er Perini n� Branch
ch
5. Does project comply with 15A NCAC 021-'.0105(c 6) (additional permits/certifications)? ® Yes [:]No
Per 1.5.A. NCAC: 02T.0:105(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 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 1.5A .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.
E]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 1.5A. NNCAC 02T, the MillilTluni Design Criteria f*or the Permitting Of Pu1-1I . Stations
and Force Mains (latest version), and the Gravity Sewer Min.i.njum Design Criteria (:latest version') as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC f 0- 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:
I, H0, weir < 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 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 Engineer's seal signature,n
g and date.
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, — " r C 4,0--Kl - r 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 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 143-21.5.6A and 1.43-2:15.6B, 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.
Signa
Date:
FORM: FTA 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Dlvisl,on of kale-'. Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Cape Fear Habitat for Humanity
Project Name for which flow is being requested: Blendin Meadows
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for allpump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: James A. Loughlin (Northside) WWTP
b. WWTP Facility Permit #: NPDES NC 0023965
AllfZowsare inMGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 2.448
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.012960
g. Total actual and obligated flows to the facility 13.122
h. Percent of permitted flow used 82.0%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project
connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Obligated,
Pump Average Daily
Approx.
Not Yet
Total Current
Station Firm Flow**
Current Avg.
Tributary
Flow Plus
(Name or Capacity, * (Firm / p f),
Daily Flow,
Daily Flow,
Obligated
Available
Number) MGD MGD
MGD
MGD
Flow
Capacity***
RO 1 1 AAA d 577
d AQI
1 IMR
5 7M
-1 1 ?11
w -the nrm uapacity of any pump station is aetinea as the maximum pumpea now that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pi) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Cape Fear Public Utility Authority
Downstream Permit Number: Not Available
Page 1 of 6
FTSE 04-16

III. Certification Statement:
I Matthew Tribett, CFPUA Eng. Mgr certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing Official Signature
Page 2 of 6
FTSE 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
21 % total flow % and 1.208 MGD of the Available Capacity (E) in Pump Station
89 ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Smith Creek PS Upgrade is in design or under construction with
planned completion in 2nd quarter 2018 ; and/or
d. The following applies:
A second funded capital project, namely the Blue Clay Road Force Main, will also provide
additional capacity at Pump Station 89 by diverting existing flow that is currently tributary
to Pump Station 89 directly to Northside Wastewater Treatment Plant.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to
allow this flow to be permitted, without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
Signing Official Signature
e
Page 3 of 6
FTSE 04-16

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