WQ0039605_Application (FTSE)_20190215

Central Files. APS swo
1/28/2019''
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Program GategoStatus Project Type
rY
Non -discharge J
In review Major modification
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Prirna.51 Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
20)160
1P, ac ri ILI
Facility Name
Murrayville Crossing Subdivision Sewer
Location Address
Ovifner
Owner Name
Cape Fear Public Utility Authority
Version Permit Classification
B Individual
Perinit 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
a vt- e s AE, V e n t s Wilmington NC 28403
Scheduled
Orig ISSILle App Received Draft Initiated Issuance
11/30/20,17 1/28/2019
Reguicated Ac.-tiviffies
Subdivision
Public Notice Issue Effective Expiration
& C-1
Requesltedd/Rec.,e..iyed Event.Z.
Additional information requested

-Coastal -Land -Des i- - -n P-LL-C-
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
P.O. Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cideng.com
To:
NCDEQ-DWR
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone]
Attn:
Dean Hunkele
RECEIVEMCDENOWR
JAN 2 S 2019
Water Quality Regional
Operations Section
Wilmington F-lie,gional Office
Date: January 25, 2019
File: 170-07
Subject: Fast Track Sewer Application
Murrayyille Crossing Subdivision
WQ0039605 Modification
❑ As Requested El For Your Files El For Distribution For your Review /Action /Approval
❑ Sent via Mail ❑Sent via Courier
Quantity
Drawing No.
Description
1
Check
In the Amount of $480.00
1
Original
Sewer System Design Cover Letter
1
Copy
Sewer System Design Cover Letter
1
Original
Fast Track Sewer System Extension Application (FTA-04-16)
1
Copy
Fast Track Sewer System Extension Application (FTA-04-16)
1
Original
Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-18)
1
Copy
Flow Tracking/Acceptance for Sewer Extension Applications (FTSE 04-18)
1
Original
Supplemental USGS Map
1
Copy
Supplemental USGS Map
1
Original
Supplemental Vicinity Map
1
Copy
Supplemental Vicinity Map
Remarks Please contact our office should you have any questions or concerns. Thank you.
CC: File . C0 a d Design, PLLC
Client -�-
Signed
Jay R. Carmine, PE
C E i if
JAN 2 8 2019)

Civil Engineering/Landscape Architecture
Land Planning/Construction Management
January 25, 2019
NCDEQ - DWR
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Murrayville Crossing Subdivision Phase 2 (Remaining Sewer Allocation)
NCDEQ Permit Number: WQ0039605
Dear Dean Hunkele,
On October 9, 2017, Murrayville Crossing Phase 1 received allocation from the CFPUA for the first 56 lots
(20,160 GPD) of the subdivision (Permit: 314906.001). On November 30, 2017, the NCDEQ permit was
received (WQ0039605). As -Built drawings for Phase 1 (the first 56 lots) have been submitted, received, and
accepted by the CFPUA already. All of the sewer infrastructure for the entire development (Phase 1 and
Phase 2) was permitted within the original NCDEQ permit.
This submittal is for Murrayville Crossing Phase 2 which is solely for the sewer allocation for the remaining 33
lots of the subdivision (89 lots total). The requested allocation for Phase 2 is 11,880 GPD based upon 360
GPD per lot. Thus, the total sewer allocation for this development is 32,040 GPD (Phase 1 and Phase 2
combined). There is no newly proposed sewer infrastructure for Phase 2.
We have attached the NCDEQ FTA form for the remaining 33 lots of the subdivision. Please note that we
are not permitting any additional sewer infrastructure. This is simply intended as an administrative update
to the permit to include the additional lots from this development.
Included with this submittal pertaining to Phase 2 are:
• Cover Letter (This Sheet)
• Fee in the Amount of $480.00
• FTA 04-16
• FTSE 04-18
• USGS Map
• Vicinity Map
Thank you and please feel free to contact me if you have any questions or comments about this
submittal.
Very Respectfully,
CA{ O,
�.s
..-
SEAL
033196
oe '111�71 I - I Iq(\r� t\` •
Jay R. Carmine, P.E.
Project Manager
PO Box 1 172 Wilmington, NC 28402 Ph: 91 0-254-9333 Fax:[phone]

State of North Carolina
Department of Environmental Quality
Divicinn of Water Rpen»r[�Pc
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
(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
❑ Federal ❑ State/County Ej Municipal Z Other
3. Signature authority's name: Matthew Tribett, P.E. per 15A NCAC 02T .0106(b)
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: [phone] Email Address: matthew.tribettgcfpua.or
II. PROJECT INFORMATION:
1. Project name: Murrayville Crossing - Phase 2 (Remaining Lots 33 Lots)
2. Application/Project status: ❑ Proposed (New Permit) Existing PermilTroject
If a modification, provide the existing permit num r: WQ0039605 and issued date: 11/30/2017
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: 34.2936' Longitude:-77.8597'
5. Parcel ID (if applicable): R03500-004-008-000
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jason R. Carmine License Number: 033196
Firm: Coastal Land Design, PLLC
Mailing address: P.O. Box 1172
City: Wilmington
Phone number: [phone]
State: NC Zip: 28402-
Email Address: icarmineAcldeng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James A. Loughlin NSWWTF Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0014948 Downstream (Receiving) Sewer Size: 18 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 04-16 Pagel of 5

VI.
4
GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
E]Yes ONo ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Aareement(FORM: DEV) been attached?
El Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ONo ®N/A
4. Origin of wastewater: (check all that apply):
N Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service El Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church [:J Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ®Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
New Single -Family Residences
360 gal/day
33
119880 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
11, 8 80 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: 11,880 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
❑ 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

V-II. G-1�AV-IT-Y—S-EW-ER-D-ESIG—N C—I�IT-ERIA-(I=f—Appl-ieable) --O�-T .0305-&-MDC(G a­v-it ver$:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ 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) 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 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

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1—Does t pre oject comply wit iI separations found -in 15A NCAC 02T .0305 & Yes El -No
➢ 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)
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
➢ 15A NCAC 02T.0305(g) 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
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) Z 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 15A NCAC 02B .0200? Z Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? Z 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 [:]No
Per 15A NCAC 02T.0105(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 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.
E]Yes Z 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 Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
Z 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:
ASOio 12, CA-9 W I A/C , P. C , 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, and date: s
C` � ,•r. .R, y��`v ems''
E"��
................................0 �� ..........................
3. Applicant's Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Authority's name & title from Ap` p ication Iteny-l-'-S .)
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.
Si nature: Date:
i r
0g
FORM: FTA 04-16 Page 5 of 5

c t-ate-of-NTor-th-C—ar-ofina
t
Department of Environmental Quality
Division of Water Resources
r r
Div
4sion Flow Tracking for Sewer Extension Applications of Water Resources,,
(FTSE lu-ix)
Entity Requesting Allocation: DR Horton, Inc
Project Name for which flow is being requested: Murrayville Crossing
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
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 O023965
All f Zows are in MGD
c. WWTP facility's permitted flow 16.000
d. Estimated obligated flow not yet tributary to the WWTP 20761
e. WWTP facility's actual avg. flow 10.661
f. Total flow for this specific request 0.011880
g. Total actual and obligated flows to the facility 13.433
h. Percent of permitted flow used 84.0%
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
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow* *
Current
Tributary
Flow Plus
(Name or
Permit
Capacity, *
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
Flow, MGD
MGD
Flow
Capacity*
89.
N/A
14.583
5.833
4.493
1.387
5.880
-0.047
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
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
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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: WQ0014948
Page 1 of 6
FTSE 10-18

III—Cer�ifrcat on tatement.
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 certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing Official Signature Date
Title of Signing Official
Page 2 of 6
FTSE 10-18

P-L—ANNING A-SSE-SSMEN3' ADDEINDU- -M (I -AA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is <
0.
r-
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
24%o_total flow % and 1.387 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 Proj ect that will provide the required planned capacity, namely
Blue Clay Road Force Main is in design or under construction with
planned completion in complete ; and/or
d. The following applies:
The Blue Clay Road Force Main is able to provide additional capacity at PS 89 by
diverting existing. flow that is currently tributary to PS 89 directly to NSWWTP.
Construction of the force main is complete and was certified 4/5/18. The force main is
available for event management. Administrative procedures are required for full activation.
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
7
Dale
Page 3 of 6
FTSE 10-18