WQ0041679_Application (FTSE)_20200508

J8
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
1SA NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: V10 00J%� (tu be compteled by awR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Town of Fuauav-Varins (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: Jay T. Meyers. PE per 15A NCAC 02T .0 t 06(b)
Title: Public Utilities DirectorCr Of+vi rte n rnt'>71 ai �]i
4. Applicant's mailing address: 134 N Main Street
City: Fuauav-)h State: NC Zip: 27526-.� RAY L. J u
5. Applicant's contact information: bo
Phone number: 919 567-3911 Email Address: meyers Fuauav-varina.o ` '
U _ — i�41�. tgh Regional Offloo.
II. PROJECT INFORMATION: L
1. Project name: Ashford Townes
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: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.573978' Longitude:-78.790799'
5. Parcel ID (if applicable): PIN 0666135991
(or Parcel ID to closest downstream sewer)
❑l. CONSULTANT INFORMATION:
1. Professional Engineer. Thomas Spaulding License Number: 019375
Firm: The Spaulding Group, PA
Mailing address: 1611 Jones Franklin Road, Suite 101
City: Raleigh State: NC Zip: 27606-_
Phone number: [phone] Email Address: tom s auldingnorris.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Harnett County WTTP Permit Number: W00007066
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ unknown Downstream (Receiving) Sewer Size: 12 inch
System Wide Collection System Pennit Number(s) (if applicable): WOCS00193
Owner Name(s): Town of of Fuguay-VarinaVarina
FORM: FTA 04-16 Page I of 5

Vl. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. if the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®NIA
3. if the Applicant is a Hoine/Propertv Owners' Association. has an Operational Agreement (FORM: HOA) been attached?
❑ Yes [--]No ®NIA
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/Fil(er 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))
I- Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a 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 OZT.t)1140
Daily Design Flow I.b
No. of Units
Flow
Single Family Townhome Units
360 gal/day
74
26640 GPD
gaU
GPD
gav
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
26640 GAD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) far 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 tin 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: 26640 GPD (per 15A NCAC 02T .0114)
)-x 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 1,224 PVC
r Section 11 & IH of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
> Oversizing lines to meet minimum slope requirement is not allowed and it violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & MDC (Puma Statious/Foree 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) I Length (feet) I Material
6. Power reliability in accordance with 15A NCAC 02T .0305000 :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B).
y Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D 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 - I5A 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 the project comply with all separations found in I SA NCAC 021 .0305(i) & (g) ® Yes [:]No
1: 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
I0 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 imi2ounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 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
Drain e systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
D 15A N AC 02T.0305 contains alternatives where separations in 02T.0305(D cannot be achieved.
r "Stream classifications can be identified using the Division's NC Surface Water Classifications webpaue
P If noncompliance with 02_T.0305(f) or (Cl see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes [:)No ® NfA
D 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
D 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 NCAC 0213.0200? ❑ Yes ❑ No ® N+A
D This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes []No
individual permits or 401 Water Quality Certifications?
Z Information can be obtained from the 401 & Buffer Permittine Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certitications)? ® 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.
[:]Yes ® No ❑ NIA
Z If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority Iines 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 Ilie Pennittintt of_Pumn Stalion_s_
and Force Mains (latest version), and the Gravity. -Sewer Minimum_Desiun 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:
�11
name from Application Item Ill.).)
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:
SFAL
i tg5'l�
3. Applicant's Certification per 15A NCAC 02T A 106(b):
7r ►f-fflr -s . E ' ?,Vb L !01611 s DI CP.GTq r attest that this application for
(Signs Authority's natfic & title from Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A 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.
Signature: Date: Aerr r J/ I
/ �-
FORM: FTA 04-16 Page 5 af5

State of North Carolina
' JU ' ,x Department of Environmental Quality
tic Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Ashford Townes
Uore than one 17Sli nta}, be re yurred for a single project if the virner of the 117177' is not responsible for uli pump
statiolxs along the route of the proposed it asleu-ester, flair,
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
A11 flows are in MGD
c. WWTP facility's permitted flow 2.60
d. Estimated obligated flow not yet tributary to the WWTP 0.599
e. WWTP facility's actual avg. flow 1.204
f. Total flow for this specific request 0.02664
g. Total actual and obligated flows to the facility 1.83
h. Percent of permitted flow used 70.38%
11. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm / po, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* 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):
Downstream Permit Number:
Page I of 6
F TSL 04- 16

Certification Statement:
I day T. Meyers, PE, Public Utilities certify to the best of my knowledge that the addition of
Director
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.
Date
Page 2 of 6
FTSE 06-13

NCDeptOfEnvlronmental Qualify
�1
MAY u 8 2020
THE S PAU L D 1 N G G RQ U RWShRegional Office
planning - rival engineering
Transmittal
Date: 4-30-20
To: NCDENR- Water Quality Attention: Jason Robinson, PE/ Staff
Raleigh Regional Office SN Job #: 942
3800 Barrett Drive
R@; Ashford Town" Sentcr Crossing)
Fuquay-Varina, Wake County
Sending:
❑ Attached ❑ Under Separate Cover via:
❑ Shop Drawings ❑ Prints ❑ Plans
❑ Copy of Letter ❑ Change Order ❑ Samples
❑ Total Quantity ❑ Reproducible ❑ Specification
Copies
Date
Description
1
4-15-20
Fast Track Application for Gravity Sewers
2
4-15-20
Project Narrative, Cover Letter
2
4-15-20
S480.00 Review Fee
2
4-15-20
FTSE (Fuquay-Varina and Harnett County)
2
4-15-2o
USGS Map- Color
2
4-15-20
Vicinity Map
2
4-15-20
Watershed Classification Form
Transmitted for:
❑ Your use
❑ As Requested
❑ Review and Comment
Comments:
❑ Approved as Submitted
❑ Approved as Noted
❑ Returned for Corrections
❑ Copies for Approval
❑ Distribution Copies
❑ Corrected Prints
Mr. Robinson/Staff,
Please see enclosed Fast Track Application (FTA 04-26) and accompanying documents fore review
and approval. The Town was late in signing this application due to the coronavirus and thus work
in the field has stopped. Any help expediting would be greatly appreciated. Please don't hesitate to
contact me with any questions. Thank vou.
Copy to:
From: Tom Spaulding, PE
Phone: [phone] ■ Fax: [phone] Jones Franklin Road Suite 101- Raleigh, NC 27607

THE SPAULDING GROUP, PA
planning • civil engineering
Ashford Townhomes
Project Narrative:
The proposed Ashford Townhome development is located at 750 S Judd Pkwy SE in
Fuquay-Varina, NC. The site is an infill project within the Judd Parkway loop. The
site is located approximately 570 If northwest of the intersection of S Judd Pkwy SE
(SR2768) and Angier Rd (SR2770).The site has 2 existing sewer outfalls (I2 and 18-
inch) that traverse the site from north to south. The project proposes a connection to an
existing manhole on the existing 12" outfall per direction of the Town of Fuquay-Varina
Public Utilities Director. The project includes infrastructure construction for 74
Townhome Units. The townhome units will be served by 1,842 LF of 8" PVC Sewer
Mains with a proposed total flow of 26,640 GPD.
Project Schedule:
Construction of the Ashford Townhome development is anticipated to begin in April
of 2020 and complete by January 2021.

OF WArFq State of North Carolina
of 4G Department of Environment and Natural Resources
r Division of Water Quality
`+ WATERSHED CLASSIFICATION ATTACHMENT
CWSCAS-12/07)
FOR SEWER SYSTEMS
The Division of Water Quality (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more Information or for an electronic version of this form, visit our web site at:
http://www.nccgl.neVEnglneering/Sewer%20Permits.html
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ If the sewer system project area Is a minimum of 100 feel from any surface water or wetlands, this
classification Is NOT necessary. If any portion of the sewer system project is within 100 feel of any
surface water or wetlands, this form must be completed if there are proposed design confilcts with
setbacks or buffers as listed In 2T .0305 (f)..
✓ Do not submit this attachment form for review without a corresponding permit application (Form
FTA-12/07) unless requested by the Division.
✓ Any changes to this attachment form will result In the application package being returned.
B. Prepare the attachment form with the requested Information for each portion or location of the
sewer system that Is in conflict with a waterbody or wetlands.
✓ Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS-12107 (SEWER SYSTEMS)" to collect the stream classification data. This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Quality regional office_
✓ The same Professional Engineer who certified the permit application form should seal this form
Different Professional Engineering seals may be accepted from engineers within the same firm.
✓ Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to
Identify the entire project area and the closest surface waters. Each map or maps must show the
location of the sewer lane and pump statlons and be of reproducible quality. For Instance, the
project involves 4 mlles of interceptor sewer that traverses over or near several different
waterbodles (or counties, basins, etc.). The map should have location ID's for each different
waterbody (where the sewer line is within the setback/buffer) and corresponding classifications
should be recorded,
C. Include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
✓ A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at hitr)://www enr.state. nc.uslhtmllre lonaloftices.html.
'THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED'
INSTRUCTIONS FOR FORM: WSCAS-12/07

FORM WSCAS-I2/07 0 0o wArF,�pq
WATERSHED CLASSIFICATION ATTACHMENT >`_ y
a
FOR SEWER SYSTEMS
Applicant Name
Project Name
Town of Fuquay-Varina
Ashford Townes
Professional Engineer Name
Engineering Firm Name
Thomas Spaulding
The Spaulding Group, PA
Location
ID
Name of Waterbod '
County
River
Basin
Waterbody
Stream Index No.
Waterbody
Classification
1
Unnamed Tributary of
Kenneth Creek
Wake
Cape Fear
18-16-1-(1)
C
' If unnamed, Indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary Joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's
Instructions for classifying waterbodies and that the above
classifications are Inclusive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
FORM: WSCAS-12/07 Page 1 of 1

State of North Carolina
Department of Environmental Qualihy
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation. Town of Fuquay-Varina
Project Name for which flow is being requested: Ashford Townhomes
t
More than one F7SF nwY be re quircel fur- a single project (f the owner of lira 11117P is nar rt ayonvil►le. fin. ull ptrntp
stations (lung the route ul the lmipuserl x u,urh'arer .flux'.
1. Complete this section only if you are the Owner of the wastewater treatment plant.
a. WWTP Facility Name: North Hamett Regional WWTP
b. WWTP Facility Permit #: NC0021636
AUflows arc, 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 1.212 MGD
FV Obligated Flow NYT
0.599 MGD
Lillington Obligated Flow NYT
0.113 MGD
HC Obligated Flow NYT
0.353 MGD
Angier Obligated Flow NYT
0.148 MGD
e. WWTP facility's actual avg. Ilo«
4.381 MGD
FV Actual Flow
1.180 MGD
Lillington Actual Flow
0.648 MGD
HC Actual Flow
1975 MGD
Angier Actual Flow
0.578 MGD
f. Total Flow for this specific request
0.027 MGD
g. Total actual and obligated flows to the facility
5.62I NIGD
FV Actual Avg. + Obligated Flow
1.806 MGD
Lillington Actual Avg. 4 Obligated Flow
0.761 MGD
HC Actual Avg. + Obligated FIow
2.328 MGD
Angier Actual + Obligated Flow
0.726 MGD
h. Percent of pennitted flow used 74.95%
Page I of

11. Complete this section for each pump station you are responsible fbr 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 l ributao- Flow Plus
(Name or Capacity, * (Firm `pn, Daily Flow. Daily Flow. Obligated A►ailable
Number) h1GD MGD MGD MGD rlow Capacity***
CONI'Aff TOFV FOR UPSTREAM SLS CAPACITY INFO
SL_S_ I2_0 14.4 5.76 2.5 1.051 3.551 2.209
* 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
be"veen the project connection point and the W%V1rP K-here the Available Capacity is < 0.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NCO021636
IIL Certification Statement:
I Steve Ward certify to the best of my knowledge that the addition of
the volume of wastewater to be pennitted 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 certific• ' n applies to those items listed above in Sections I and lI plus all
attached planning assess, n addendums for which I am the responsible party. Signature of this
form indicates accepta q this wastewater flow.
Signing O%/icirll
Page 2of4
Date

It
FOF
' �� #*
T¢.l ,
F 7 t y
V
Project Study Area P
USGS Topographic Map Figure 1
Senter Property
Sage Project # 2019.18
N �
Fuquay-Varina, NC Quadrangle
December 2016 USGS Topography
March 21, 2019
Sage Ecological Services, Inc.
0 1,000 2,000 Office, 919-335-6757
Feet Cell: 919-559-1537
■
IYl411 LtiudLLUII
CHATHAM WAKE
LEE JOHNSTON
HARNETT
�-

STE DATA
RIIi.YIlrMM1..
ASHFORD TOWNES
(FORMERLY SENTER CROSSING TOWNHOMES)
750 JUDD PARKWAY SE
FUQUAY-VARINA, WAKE COUNTY, NORTH CAROLINA
TOFU PROJECT It: SUB-PR-2019-00, SUB-CD-201E-05
VICINITY MAP
1' s 500
INDEX TO PLANS
"0 COVER SHEET t
C4.1 EXISTINGCONDITKJNS ;
C-1.0 OVERALL 617E PLAN
L-1.0 LANDSCAPE PLAN p
G2.0 OVERALL UTLLTTY PLAN �i
G3.0 ORAW NG AND STORM WATER MANAGEMENT PLAIN r� V E!
C-3.1 WET POND PLAN AND PROFILE V �=
W.11 WET POND PLANTING PLAN
C-4 0 EROSION CONTROL PLNN444"E 1
Ca.I EROSION CONTROL PLAN -PHASE 2 w
G6.1 OAKBROOK PASS WAY PLAIT AND PROFILE
C-9I HAWTHORNE VIEW PLAN AND PROFILE i
C-5 3 SENTER VIEW DRIVE PLAN AND PROFILE
C-6.1 JUDD PARKWAY PLAN [ PROFILE
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