WQ0041384_Application (FTSE)_20200114

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DEfR State of North Carolina
DWR
DEC 2, ® 2019 Department of Environmental Quality
Division of Water Resources
I5A NCAC�QQ IQ� 0 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources UU U0 FTA 04-16 & SUPPORTING DOCUMENTATION
E
Application Number: Q c)q i O (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Angier (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Jimmy Cook per 15A NCAC q2!_,Q1_Qqbi
Title: Public Utilities Director
4. Applicant's mailing address: PO Box 278.
City: Angier State: NC 'Zip: 27501-®
5. Applicant's contact information:
Phone number: (919) 639-2Q7] Email Address: 'cook anaienora
II. PROJECT INFORMATION:
1. Project name: Andrews Landing Townhomes
2. Application/Project status: 0 Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQOO_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00_
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.53890
5. Parcel ID (if applicable): 0675510135
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
Professional Engineer. C Scott brown. PE License Number: 27452
Firm: 4D Site Solutions Inc..
Mailing address: 409 Chicago Dr. ste 112
City: Fayetteville State: NC Zip: 2826-_
Longitude:-78.7477'
Phone number: [phone] Email Address: sbrown 4dsitesolutions com
IV. WASTEWATER TREATMENT FACILITY (W WTF) INFORMATION:
Facility Name: North Harnett RegionalW WTP Permit Number: NCO021636
Owner Name: Harnett County PUblic Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQWOCS00183 Downstream (Receiving) Sewer Size: 8 inch
Svstetn ideCollectionSvsteml'ermitNumber(s)(itapnlicable):WQCS00183
Owner Name(s): Town of Angier
FORM: ETA 04-16 Page I 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?
❑ Yes ❑No ZN/A
2. If the Applicant is a Developer of lots to be sold, has a Develope s Operalt gnail _AiUs eement (1'OCL 1 1)F_A 1 been attached?
❑ Yes ❑No EN/A
3. If the Applicant is a Home.(Property C)wn i s assr ciation, has O eratinn d A n e_i�ent (I OTt vt_T iQE�), been attached?
❑ Yes []No MN/A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
Residential Leased ❑ 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 ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
_%Industrial (See 15A NCAC 02`P .0103CM))
- Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .01 1 4(f)? ❑ Yes ® No
Y If Yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114C11)
Daily Design Flow "b
No. of Units
Flow
3-bdrm Townhome
360 gal/day
9
3,240 GPD
gal/
GPD
gaU
GPD
gay
GPD
gaU
GPD
gal/
GPD
"Total
3,240 GPD-
a See 15 A NCAC 02T .01 11(b), (0), (e)(1) and_(W_C2) 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 US 2A-#
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified (in table 1,5A N. CA _0' T_0114] shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3 240 GPD (per I _i.A NC <AC'_02T_.ot I.1)
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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & ,NIDC (Gravity Sewersl:
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
S 225- SDR26.PVC'
Y 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)
Y 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: Longitude: -
3. Design flow of the pump station: ___ millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): v 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 1 �A NCAC 02T_.030
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
v Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
Y 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):
Y 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.
Y 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(o)t
1. Does the project comply with all separations found in I A NCiC_02rv1'- 0305(t R (a)
> 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 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 Il impounded reservoirs used as a source of drinkin water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
hi h water (or tide elevation) and wetlands (see item IX.2i
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
> 15 A NCAC 0 103OS,(g=j contains alternatives where separations in fZ 1 031Z5(t)_ cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications web tD 7< e,
> If noncompliance with 0210." 5,(t) or(g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ 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 15A - NVCACO213 0200? 0 Yes ❑ No ❑ N/A
This would include Trout Buffered Streams per 15A NCAC '__ B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ®: No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & 13p_ ifzr i'ermtting 13r_tnch
5. Does project comply with 15.E NCACO2T 1J,05W(<) (additional permits/certifications)? 0 Yes ❑ No
Per 15A NCAC 02TA105( 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_027::Q40?, "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 E No ❑ NIA
i- 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 ISA 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 Minimlini 0esLgn Criteaa lbr_tbe Permitting of Pump Stations
and Force plain lvt_st vergion ), and the Gravity Sewer Minimum p_q�! ( itei ir4.(Igtest version), as applicable?
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 sunportine
documents.
2. Professjelial Engineer's Certification:
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:
i svP jry CV gy-9' a Q
fPi1
3. Applicant's Certification per 15A NCAC 02T .0106(b):
awn OF AnSi,,t -U41 41� Lie'401 attest that this application for
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-R-2-U-GA and f43-21 .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.
Signature: , ` +-- Date:
FORM: FTA 04-16 Page 5 of 5

s
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Angier
Project Name for which flow is being requested: Andrews Landing Townhomes
More than one FTSE may he required for a single project if the owner of the WWTP is not responsible for ali 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 #: NCO021626
Al! flows are in MGD
c. WWTP facility's permitted flow 1.008
d. Estimated obligated flow not yet tributary to the WWTP 0.1452
e. WWTP facility's actual avg. flow ..595
f. Total flow for this specific request 0.0032
g. Total actual and obligated flows to the facility 0.743
h. Percent of permitted flow used 73.7%
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, * (Finn / pt), Avg. Daily Daily Flow, Obligated
Available
Number) No. MOD MOD Flow, MOD MOD Flow
Capacity***
PS # 3 0.17 0.068 0.014 0.0032 0.017
0.051
* 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): Town of Angier, NHRW WTP
Downstream Permit Number: WQs00183,NC0021636
Page I of 6
FTSE 10-18

III. Certification Statement:
I Henry James Cook Jr. 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.
Official
4r- D4
of Signing Official
U13-1y
Date
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Angier
Project Name for which flow is being requested: Andrews Landing Townhomes
e
More than one FTSE may be required for a single project if'the owner of*the WWTP is not msponsible.for all pump
stations along the route oflhe proposedwastewater _pow.
1. 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 M NCO021636
AlI lows are in MGD
c. WWTP facility's permitted flow
7.5 MGD
Fuquay-Varina Allocated Flow
2.60 MGD
Lillington Allocated Flow
1.20 MGD
Angier Allocated Flow
1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.194 MGD
FV Obligated Flow NYT 0.597 MGD
Lillington Obligated Flow NYT 0.113 MGD
HC Obligated Flow NYT 0.339 MGD
Angier Obligated Flow NYT 0.145 MGD
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
h. Percent of permitted flow used
4.617 MGD
1.314 MGD
0.723 MGD
1.978 MGD
0.602 MGD
0.0032 MGD
5.814 MGD
I.911 MGD
0.836 MGD
2.317 MGD
0.750 MGD
77.52%
Page I of 4
FTSE 06-13

1I. 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 W WTP:
(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, * (Finn / pt),
Daily Flow,
Daily Flow,
Obligated
Available
Number) MGD MGD
MGD
MGD
Flow
Capacity***
SLS 120 14.4 5.76
2.755
1.013
3.768
1.992
_
* 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 W WTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
III. Certification Statement:
1 Steve Ward 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 thip project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden hny 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 ce fication applies to those items listed above in Sections I and II plus all
attached planning a�}s ment addendums for which I am the responsible party- Signature of this
form indicates ace it role of this wastewater flow.
Signing Official Signature
l a.— / G.-7 g
Page 2 of 4
FTS E 06-13

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Produced by the United States Geological Survey
in cooperation with North Carolina Department
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December 20, 2019
NCDEQ
Fayetteville Regional Office
Attn: Trent Allen
225 Green Street, Suite 714
Fayetteville, NC 28301
RE: Sewer Application, Andrews Landing Townhomes, Angier, North Carolina
Trent;
Attached is the sanitary sewer application package for Andrews Landing Townhomes. A
check for the $480 review fee is also enclosed.
I look forward to working with you on this project. If you have any questions or
concerns, please feel free to contact us.
Sincerely,
4D Site Solutions, Inc.
Scott Brown, PE
[e-mail]
Enclosure
CE1\JED
J
DEC 2. 0 2919
DEQ-FAYET�VIL�R IONALOFFICE
409 Chicago Drive, Suite 112, Fayetteville., NC 28306
office 910-426-6777 fax [phone]
On time, every time. 1 wwwADsitesolutions.com

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 nnVl1MWNTeTrnx
Application Number:
(to he completed by DWR)
All items must be completed or the auoltcation will be returned C' .-C 0 n 20110
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Angier (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Jimmy Cook per 15A NCAC 02T 0. 106(b
Title: Public Utilities Director
4. Applicant's mailing address: PO Sox 278.
City: Anizier State: NC Zip: 27501
5. Applicant's contact information:
Phone number: 919 639-2071 Email Address: [e-mail]
❑ Privately -Owned Public Utility
❑ Other
11. PROJECT INFORMATION-
l . Project name: Andrews Landing Townhomes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: W000_ and issued date: _
If new construction but part of a master plan, provide the existing permit number: WQ00`
3. County where project is located: Wake
Owner Name(s): Town of Angier
FORM: FTA 04-16
Page 1 of 5

= IDANR
DEC 2 ® 2019

Permit Number WQ0041384
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
trent.allen
Coastal SWRule
Permitted Flow
3,240
Facility
Facility Name
Andrews Landing Townhomes
Location Address
Owner
Central Files: APB _ SWP _
1/14/2020
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Fayetteville
County
Harnett
Facility Contact Affiliation
Owner Name
Owner Type
Town of Angier
Government -Municipal
Owner Affiliation
Henry James Cook Jr.
Director Utilities
PO Box 278
Dates/Events
Angier NC 27501027
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
1/14/2020 12/20/2019 1/14/2020 1/1412020
Regulated Activities Requested /Received Events
Wastewater collection Additional information requested
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin