WQ0038715_Application (FTSE)_20160909

►• •
•
41131n,
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: WlX (Iu3 D7/J(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Harnett County Public Utilities (company, municipality, IIOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Steve Ward per 15A NCAC 02T .0106(b)
Title: Director
4. Applicant's mailing address: PO Box 1119, 700 McKinney Parkway
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: [phone] Email Address: scummingsc i harnett.org
II. PROJECT INFORMATION:
1. Project name: Mckinlev Place Apartments
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: Harnett
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.413997° Longitude: -78.674841°
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Stephen Janowski
Firm: Rivers & Associates
Mailing address: 107. E. Second treet
City: Greenville State: NC Zip: 27858-
Phone number: [phone] Email Address: sjanowskiAriversandassociates.com
License Number: 12324
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Harnett County Public Utilities Permit Number: NC 0021636
Owner Name: North Harnett Wastewater Treatment Plant
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQCS000166 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Harnett County Public Utilities
FORM: FTA 04-16 Page 1 of 5

VI.. GENERAL REQUIREMENTS
1. Tithe Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ 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
4. Origin of wastewater: (check all that apply):
❑ Residential Owned
® Residential Leased
❑ School / preschool / day care
❑ Food and drink facilities
0 Businesses / offices / factories
0 Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
5. Nature of wastewater : 100 % Domestic/Commercial % Commercial
% Industrial (See ISA NCAC 02T .0103(20))
>Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes
> If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool /Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
❑ Yes ❑ No
❑ No
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
24-2 Bedrm,24-3 Bedrm apts.
120 gal/
120
14,400 GPD
Clubhouse
360 gall
1
360 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gall
GPD
Total
14,760 GPD
a See 15A NCAC 02T .0114(b), (d). (eX1) 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.0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 14,760 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

•
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
682
PVC
➢ 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 (Pusan Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS 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 (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 Z:
❑ 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(hX1)(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 the project comply with all separations found in I5A NCAC 02T .0305(f) & (g)
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
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 embanlanent 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
➢ I5A 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)
➢ 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
® Yes ❑ No
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
➢ This would include Trout Buffered Streams per 15A NCAC 28,0202
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(cX6) (additional permits/certifications)? ® 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 I5A 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
➢ 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:
I,
y
(Profes tonal ngtn er's name om Application Item III.1.)
attest 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 143-215.6B, 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:
3. Applicants fr'ertification per 15A NCAC 02T .0106(b):
WOA OI0470
(Signature Authority s name & title from Application Item I.3.)
I,
attest that this application for
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 application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well civil penalties up to $25,000 per violation.
Signature:
Date: r �'
FORM: FTA 04-16 Page 5 of 5

(4Bivers
& ASSOCIATES, INC.
ENGINEERS
TO: NCDEQ Water Quality Section
225 Green Street Suite 714
Fayetteville
North Carolina 28301-5094
Phone [phone]
GENTLEMEN:
WE ARE SENDING YOU
[ ] Shop Drawings
[ ] Copy of letter
PLANNERS
SURVEYORS
LANDSCAPE ARCHITECTS
LETTER OF TRANSMITTAL
Date 8/30/2016 Job No. 2015186
ATTN: Belinda Henson
Regional Supervisor
SUBJECT:
McKinley Place Apartments
Sewer Extension
[ X ] Attached [ ] Under separate cover via
[ x ] Prints [ ] Plans [ ] Samples [ ] Specifications
[ ] Change order [ ] Other NCDOT Encroachment
the following items:
COPIES
DATE
No.
DESCRIPTION
1
8/30/2016
Original Application
1
8/30/2016
Copy of Application
1
8/30/2016
FTSE
1
8/30/2016
USGS map
1
8/30/2016
Street View Map
1
8/30/2016
Narrative
1
8/30/2016
Check $480.00
THESE ARE TRANSMITTED as checked below:
[ x ] For approval
[x ] For your use
[ ] As requested
[ ] For review and comment
REMARKS:
cc: File
If enclosures are not as noted, kindly notes us at once
[ ] Approved
[ ] Approved as noted
[ ] Disapproved
[ ] Other
SIGNED:
[ ] Resubmit _ copies for approval
[ ] Submit copies for distribution
[ X ] Return corrected document
J. Stephen Janowski, PE
107 East Second Street * Post Office Box 929 * Greenville, North Carolina 27835 * [phone] * FAX [phone]
107 E. Second Street, Greenville, NC 27858 • PO Box 929, Greenville, NC 27835 • Phone: [phone] • Fax: [phone]
NCBELS Lic. No. F-0334 www.riversandassociates.com NCBOLA Lic. No. C-312

8/30/2016
Coats - Google Maps
�o gle Maps Coats
McKinley Place Apartments
Coats
North Carolina 27521
Sunny 78°F
9:47 AM
Imagery ©2016 Google, Map data ©2016 Google 100 ft
https://www.google.com/m aps/pl ace/Coats ,+ N C+27521 /@35.4137921,-78.6746875, 370m /data=!3m 1 ! 1 e3!4m 5!3m4! 1 s0x89ab62ac46448e71:0x6c3b91 e9981 e4a.. 1/2

r
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Harnett County Department of Public Utilities
Project Name for which flow is being requested: McKinley Place Apartment in Coats
More than one FTSE may he 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: North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021636
c. WWTP facility's permitted flow
Fuquay Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's actual avg. tlow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f.
g•
Total flow for this specific request
Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow+Req
Angier Actual + Obligated Flow
h. Percent of permitted flow used
*North Harnett WWTP is being evaluated by NCDENR-
DWR for planned future expansion.
All flows are in MGD
5.600 MGD
2.60 MGD
1.20 MGD
1.008 MGD
0.662 MGD
0.264 MGD
0.101 MGD
0.256 MGD
0.041 MGD
4.506 MGD
1.362 MGD
0.718 MGD
1.987 MGD
0.439 MGD
0.0148 MGD
5.183 MGD
1.626 MGD
0.819 MGD
2.258 MGD
0.480 MGD
92.55%
Page 1 of 7
FTS !)6-13

it
'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.
Average Daily Approx. Not Yet Total Current
Firm Flow** Current Avg. Tributary How Plus
Pump Station Capacity,* (Firm ! pf). Daily Flow, Daily Flow, Obligated Available
(Name or Number) MGD MGD MGD MGD Flow Capacity***
SLS 5 0.138 0.044 0.0198 0.015 0.0348 0.010
SLS 4
SLS I0B
0.504 0.201 0.125 0.015 0.140 0.061**
2.34 0.944 0.785 0.117 0.902 0.042
SLS 120 14.4 5.76 2.747 1.165 3.912 1.848
* The Firm Capacity 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.
*** 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.
**SLS #4 is planned to be upgraded to handle existing peaking factor.**
III.
Certification Statement:
l Steve Ward ._ Director of Public Utilities 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
tl
Date
Page 2 of 7
F'1.S1:. ()6-1 3

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
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: Harnett County Public Utilities (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal
0 State/County ® Municipal
3. Signature authority's name: Steve Ward per 15A NCAC 02T .0106(b)
Title: Director
4. Applicant's mailing address: PO Box 1119, 700 McKinney Parkway
City: Lillington State: NC Zip: 27546-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
❑ Privately -Owned Public Utility
❑ Other
RECEIVED
DEQ/DWR
CEP 0 1 2016
oi,
WQROS
FAYETTEVILLE REGIONAL OFFICE
II. PROJECT INFORMATION:
1. Project name: Mckinley Place Apartments
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: Harnett
• ._._.__ __•___i2c A 11007° T nnoifitdP• -78 A74R41 °
14 Rivers & Associates, Inc.
avers 107 E. Second St.
Greenville, NC 27858
& ASSOCIATES, INC.
PAY
TO
Four Hundred Eighty and 00/100 Dollars
NCDEQ
3800 Barrett Drive
Raleigh, NC 27609
OWnet
c
NORTH CAROLINA
66-112-531
CHECK DATE
102947
July 25, 2016
AMOUNT
Rivers & Associates, Inc. 480.00
FORM: FTA 04-16
Page 1 of 5

Central Files: APS _ SWP
• 9/9/2016
Permit Number WQ0038715 Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
trent.allen
Coastal SWRuIe
Permitted Flow
14,760
Facility
Version Permit Classification
1.00 Individual
Permit Contact Affiliation
Facility Name
McKinley Place Apartments
Location Address
Owner
Major/Minor Region
Minor Fayetteville
County
Harnett
Facility Contact Affiliation
Owner Name
Harnett County Public Utilities Southwest Water and Sewer District
Dates/Events
Owner Type
Non -Government
Owner Affiliation
Steve Ward
Director
PO Box 1119
Lillington
NC 27546111
Orig Issue App Received Draft Initiated
9/9/2016 9/1/2016
Scheduled
Issuance Public Notice Issue Effective Expiration
9/9/2016 9/9/2016
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin