WQ0044980_Application (FTSE)_20231204

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ivislon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: l�JQ0�P1�41°IR(V «obccomp(ztedb. DWR)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Town of And (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 .0106(b)
Title: Public Works Director
4. Applicant's mailing address: PO Box 278155 North Broad Street West
City: Town of Angier State: NC Zip: 27501-
5. Applicant's contact information:
Phone number: (9 f 9) 331-6708 Email Address: }[e-mail]
❑ Privately -Owned Public Utility
❑ Other
OEC 0 4 �a :
Vi..
cti
f ;,., : � ; F =� � i � t;7 fir•
PROJECT INFORMATION:
1. Project name: Easley's Pond -Phase
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
if a modification, provide the existing permit number: WQOO and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQOO
3. County where project is located: Harnett
4, Approximate Coordinates (Decimal Degrees): Latitude: 35.493269` Longitude:-78.738519`
5. Parcel ID (if applicable): (or Parcel 1D to closest downstream sewer)
(� Meritage Homes of the Carolinas Inc
Meritag e 3300 Paramount Parkw93.ass
ay, Ste 120 Check No.
fvlorrisvilfe NC 27560 929 70102441
Homes US %,
[phone] HnVRE aE ur
< O R P o e a r 3 o N 10/11/23
PAY SIX HUNDRED AND D0/f0�*'*W*•=•*•_•***_:,.««**.*..«**_**+«,*.*...****.*,*«**«*
To North Carolina Dept of Environr.;ent &
The 1601 Mail Service Center
Order Raleigh NC 27699
Of
$*******600.00
Meritage Homes of the Carolinas Inc
TWO SIGNATURES REQUIRED IF OVER $100,000
VOID After 90 Days

AMERICAN
Engineering
To: KLL&1Vt:U
NCDWR j�
Raleigh, NC 276PEOIDWR
DEC 0 4 3
American Engineering Associates -Southeast, PA.
4020 Westchase Blvd. Ste. 450
Raleigh, NC 27608
Transmittal Letter
From, WQROS
A)Trmi l i r:0f`1--Inh1AJ OFFICE
American Engineering
Brad Haertling
4020 Westchase Blvd. Ste. 450
Raleigh, NC 27607
919-469-1101
Office: 919,469,1101
www.american-ea.com
Date: November 28, 2023
NC Dept of Envirollinental Qtmht�
NOV 2 S 2023
Raleigh Regional offi,.
RECEIVED
DEC 0 4 2023
Subject: Easley's Pond Ph.2 DEQ-FAYEiTEVIZCEREGIONAL OFFU
Water System: Town of Angier
Water System No.: NC0343015
Serial No.: 22-02497
We are sendina vou:
® Attached ❑ Under Separate Cover Via the Following Items:
❑ Shop Drawings ❑ Plans ❑ Specifications ❑ Change Order
❑ Prints ❑ Samples ❑ Copy of Letter ❑ Reports
❑ Other:
Copies
Date
Rev.
Description
1
11.28.23
Full Set Phase 1
1
11-28-23
Submittal Fee ($600.00)
2
11.28.23
CDs with Plans, Application, & report
1
11.28.23
Water application, Water report, Water model
1 1
11.28-23 j
I
Standard Specifications
Action*
❑ Approved ® Correct and Resubmit ❑ Resubmit Copies
❑ Approved As Noted ❑ File ❑ Return_ Copy/Copies
❑ For Approval ❑ As Requested ® Review and Comment
❑ Other:
Mailing Method:
❑ U.S. Postal Service ® Courier/Hand Delivery ❑ FedEx Priority Overnight ❑ FedEx 2-Day Delivery
❑ Certified/Registered Mail ❑ United Parcel Service (UPS) ❑ FedEx Standard Overnight ❑ FedEx Economy
❑ Other:
Comments:

NCb�l�r��
State of North Carolina
Department of Environmental Quality
No 2 n/ Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources��,� .. FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: omq u q 8(p (to be completed by DWR)
All items must be completed or the apglication will be returned
1. APPLICANT INFORMATION:
I. 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 02T -.0 106 RyL ; 1
vto
Title: Public Works Director �1
4. Applicant's mailing address: PO Box 278/55 North Broad Street West LJtIY
Dec ab�
City: Town of Angier State: NC Zip: 27501- 3
5. Applicant's contact information: ` . $,.b0powt
Phone number: (EIJ9 331-6708 Email Address: icook[an ier.ore �111`110 �
11. PROJECT INFORMATION:
L Project name: Easley's Pond -Phase
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number. WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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: 35.493269' Longitude:-78.738519'
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
1. Professional Engineer: John R. Harman License Number: 9810
Firm: American Engineering
Mailing address: 4020 Westchase Blvd.
City: Raleigh State: NC Zip: 27607-
Phone number: 919) 469-1101 Email Address: [e-mail]
1V. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name. North Harnett Regional WWTP Permit Number: NCO021636
Owner Name: Harnett Coun1y Public Utilities
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00183
2. Downstream (Receiving) Sewer Information: 15 inch M Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00183
Owner Name(s): Town of Angier

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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational A eement FORM: DEV been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational A
supplementary O P Agreement (FORM_ HOA1 and
pp tary documentation as required by I SA NCAC 02TA 1 I S c been attached?
❑ Yes ❑ No ® N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually 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
❑ Businesses / offices /factories ❑Swimming Pool/Filter Backwash
❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 o/o Domestic % Commercial % Industrial C&e 15A NCAC 02T .010 20 )
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
6. Has a flow reduction been approved under 15A NCAC 0210114(Q? ❑ Yes ® No
If es rovide a co of flow reduction a roval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Four (4) Bedroom Residential Dwelling
Units -Phase 2
b
Daily Design Flow .,b INo. of Units Flow
300 gal/day 78 I 23,400 GPD
gal/
gal/
gall
gay
gay
GPD
GPD
GPD
GPD
GPD
Total 1 23,400 GPD
See 15A NCAC 02T .0114 b d an 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. 42A4).
Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 23.400 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
Cf1Ti%X. rm♦ nI n.

VIL . 'GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC JGravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 2.716 C900
➢ 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 2T .0305 & MDC Pum Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PR JECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: ° Longitude: °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
T_
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01 C. I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T.03 05(hlf 1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02Td1305(h)(1)(13)_
➢ Required for all pump stations with an average daily flaw greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
VnDXR. CTn nc 1I

IX, r SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & {�)?
15A
02T.0305 contains minimum se
Setback Parameter*
storm sewers and other utilities not listed below (vertical)
Water mains
2Water mains (horizontal)
Kectaimed water lines (vertical - reclaimed over
be provided for sewers stems:
, including in benched trench
Keclaimed water lines (horizontal - reclaimed over sewer)
**Any private or public water supply source, including any wells, WS-1 waters c
Class II impounded reservoirs used as a source of drinking water, and associated
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB fro
high water (or tide elevation) and wetlands associated with these waters (see iten
**Any other stream, lake, impoundment, or ground water lowering and surface d
ditches, as well as wetlands associated with these waters or classified as WL.
Any budding foundation (horizontal)
Any basement (horizontal)
p slope of embankment or cuts of 2 feet or more vertical hei
Drainage systems and interceptor drains
Any swimming pools
Final earth grade (vertical)
D If noncompliance with 021.0305 or see Section X.1 of this application
*15A NCAC 02T.0305(e) contains alternatives where separations in 0 T 0305 cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
"Stream classifications can be identified using the Division's NC Surfpce Water Classifications webVne
® Yes [:]No
Separation Required
18 inches
es)
18 inches
,fClass I or
wetlands.
I0 feet
18 inches
2 feet
100 feet
m normal
i IX•2)
50 feet
rainage
10 feet
5 feet
10 feet
10 feet
5 feet
10 feet
36 inches
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
If no, please refer to 15A NCAC 18C.0906(0 for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ NIA
Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B ,0200? ❑ Yes ❑ No
> This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
y Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105 6 (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be 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.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through in terference/con filet boxes require a variance approval.
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shalt 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 permittee's individual System -Wide Collection permit.

X. CERTIFICATIONS:
1. Does the submitted system comply with A CAC 02T the Minimum Design Criteria for the Permitting Pump Stations
and Force Mains (latest version, and the G vi , Sewer Minimum Design Criteria (latest version] as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the reguest will be issued
concurrentlywith the a royal of the ermi and ro'ects re uirin a variance approyal may be subject to ion er
review times. For iproiects reauirin2 two or more variances or where the variance is determined by the Division to be a
si nificant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, John R. Harman attest that this application for Easle 's Pon Phase 2
-(Professional Engineer's name from Application Item Ill.-(.) (Project Name from Application Item 11.1 }
has been reviewed by we 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,
Minimum Desip Criteria for Gravity Sewers (latest version), and the_Minimum Desigafritetia for the Fast -Track Pe ittin
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 1 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. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and des' criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NC1pl`;F5d1TYP►,1_
North Carolina Professional E
date:
r=Q�q
SEAL,
9810
01
It
.�yy-,it iW�AR�ogo,•
Applicant's Certification per 15A NCAC 02T .0106(b):
1, 16 attest that this application for Easley's Pond Phase 2
(Signature Authority )dame from Application Item 1.3.) (Project Name from Application Item 11.1)
attest that this application 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. 1 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 S 10,000 as well as civil penalties up to $25,000 per violation.
I
Signature:
FnRM• >=TA nti_11
Date: �'

NC Dept of Envi roll MeMal ( 101ty
State of North Carolina
D.. 4RDepartment of Environmental Quality
��� 2 2023 Division of Water Resources
Dlvlsion of Water Resources FIow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation
Town of Angier _
Project Name for which flow is being requested
Easley Pond Phase 2
More than o►►e FTSE may he required, for a single project if the owner of the WWTP is not responsible for all pump
stations along Ilse route of the proposed wastewater flow.
Complete this section only if you are the owner of the wastewater treatment plant. Ktt4t:I Vt:U
a. WWTP Facility Name: North Harnett WWTP DEOIDWR
b. WWTP Facility Permit #:
NCO021636 DEC
Al! flows are in MGD
c. WWTP facility's permitted flow 1.008
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
0 4 aoa 5
.931 WOROS
.717 4lzrinhigi OFFICE
.023
1.671
165.7 %
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, *
(Firm / pt),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MOD
MGD
Flow, MGD
MGD
Flow
Capacity***
PS # 9
2.52
1.008
.573
.392
.965
.04
* 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, NHRWWTP
Downstream Permit Number: WQCS00183, NCO021636
Page 1 of 6

III. - Certification Statement:
I HenryJ. Cook 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 11 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 h adequate capacity to transport and treat the proposed new wastewater.
�,
L/7 )) -)E-313
Official Signature
Date
'~,b1►c p4%�-7 U)Je(-W
Title of Signing Official
Paize 2 of 6

State of North Carolina
Department of Environmental Quality
Division of Water Resources
%islon of Wale Resources Flow TraekinglAceeptanee for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Angier
Project Name for which flow is being requested: Easley Pond Phase 2 (Angier)
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.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Re�ional WWTP
b. WWTP Facility Permit #: NCO021636
AUflows are in MGD
c. WWTP facility's permitted flow 7.5 MGD
Fuquay-Varina Allocated Flow 2.60 MGD
Lillington Allocated Flow 1.20 MOD
Angier Allocated Flow 1.008 MGD
d. Estimated obligated flow not yet tributary to the WWTP 3.305 MGD
FV Obligated Flow NYT
0.461 MOD
Lillington Obligated Flow NYT
0.393 MOD
HC Obligated Flow NYT
1.520 MGD
Angier Obligated Flow NYT
0.931 MGD
e. WWTP facility's actual avg. flow
5.375 MGD
FV Actual Flow
1.493 MGD
Lillington Actual Flow
0.597 MGD
HC Actual Flow
2.568 MOD
Angier Actual Flow
0.717 MGD
f. Total flow for this specific request
0.023 MGD ANG
g. Total actual and obligated flows to the facility
8.703 MGD
FV Actual Avg. + Obligated Flow
1.954 MGD
Lillington Actual Avg. + Obligated Flow
0.990 MGD
HC Actual Avg. + Obligated Flow
4.088 MGD
Angier Actual + Obligated Flow
1.671 MGD
h. Percent of permitted flow used
116.04%*
*Bids to expand the NHRWTTP treatment capacity were opened Nov 0'
.
11, Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
Page 1 of 2

List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)=(B+C)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm
Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, *
(Firm / pf),
Daily Flow,
Daily Flow,
Obligated
Number)
MGD
MGD
MGD
MGD
Flow
SLS-120
5.760
3.367
2.378
5.745
14.4
4
(E)=(A-D)
Available
Capacity* *'F
0.01-5 _.. _.
-..-. --- -- - - - --- - - - - -- - -
* 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.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
III. Certification Statement:
I Steve Ward certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in ibis project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow fiom 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 I1 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
X-;3
Signing Off cial Signature Date
Page 2 of 2

[External] Easley's Pond Phase 2
Brad Haertling <[e-mail]>
Wed 12/6/2023 9:59 AM
To:Moran, Sharon <[e-mail]>
Cc:Jack Harman <[e-mail]>;[e-mail] <[e-mail]>
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report
Message button located on your Outlook menu bar on the Home tab.
Good morning Sharon -
Thank you for taking the time to discuss your question on this project. Section IX regarding setbacks and
separation requirements I inadvertently checked number 5 as yes and it should have been checked as no.
I apologize for the confusions on this and please let me know if you have any questions or need anything else.
Thanks again
Brad Haertling
Civil Department Manager
1 MERI AN
i Engineering
American Engineering
4020 Westchase Blvd Ste. 450
Raleigh, NC 27607
Office: 919.469.1101
Direct: 984.222.3862
Mobile: [phone]