WQ0041329_Revised App_20220714

State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number. W 0 U 0 �{ + A A010 be completed by Dwtt)
A11 items must be completed or the application wjll be returned
I. APPLICANT INFORMATION:
1. AppIicarifs name: Town of Fuquay-Varina (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: per j,�_ N(:At. 0 1' -Q1 M6(b} Michael Wagner
Title: Public Utilities Director
l�TC Dept of Environmental Quality
4. Applicant's mailing address: 401 Old Honeycutt Road
City:1~uquay-Varina State: NC Zip: 27526 MAY ) 8 2V2
5. Applicant's contact information:
Phone number: (U9} 5677-3911 Email Address: mm= guav-varina.ore Raleigh Regional Office
If. PROJECT INFORMATION:
1. Project name: Arlington Meadows
2. ApplicationlProject status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0041329 and issued date: 12/20/19,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new constriction, but part of a roaster plan, provide the existing permit number. WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,560908° Longitude:—78.7859$5°
5. Parcel ID (if applicable): 0665299258, 0665395480. (or, Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer. Kir y�;�gI, LicenseNumber14,Q23 NOTE: Truehomes USA has assigned
Firm: Bass, Nixon a Kennedy, Inc. BNK. Inc as the new Engineer of Recor
Mailing address: 6310 Chapel Hill Road, Suite 250
for Arlington Meadows.
Spaulding -Norris, PA, original Engineei
City: Raleigh State: NC Zip: 27607 of Record has also given BNK, Inc.
Phone ntmnber:1919_851-4422 Email Addtesss&►bie.Bell(r�bnlrinc.com permission to use their Arlington
Meadows approved plans for this
IV. WASTEWATER TREATMENT FACII.ITY (WWTF) INFORMATION: submittal
1. Facility Name: Harnett Co. WWTP Permit Number: NC 0021636
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
l . Permit Number(s). WQ0040793
2. Downstream (Receiving) Sewer InformationL$ inch ® Gravity 0 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00193
Owner Name(s): Town of Fuquay-Varina
FORM: FTA 06-21 Page I of 5

NIL GENERAL RF:QVIREMENTS
1. ]f the Applicant is a Privately -Owned Public Utility. has a Certlfieatc of Public Con entence and Necessity been attached?
❑ Yer ❑ No ®NA
2. II'the Applicant is a Dc+eloper of lots to be sold. has a IJl ;'ell=pc r t)l rr;t: nrn �l :� >n. n7c rir e i [ �It:b3: I)IL? been attached"
❑ Yeti ❑ No ® N/A
3. If the Applicant is a Home. Property Owners' Association, has an I lQA I OA 4.111cr;OMILd a�!rr<•inerit (I ( fl :NJ. t it , - and
supplementary documentation as, required by 15A NCAC 02T,01 15(c) been attached?
❑ Yes [:)No ® N- A
4. Origin ofwastewater: (check all that apply);
® Residential (Individually Owned) ❑ Retail (store;, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation+service ❑ Ilotei and:or Motels
❑ School preschool : day care ❑ Medicdi - dental +eterinary facilities ❑ Swimming PooF'Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoolTilter Backwash
❑ Businesses oflices ; factories ❑ Nursine, Ilonic El Other (I xplain in Attachment)
5. Nalure of wastewater ' 100°o Domestic _0, Commercial _',%) Industrial ('' : I ' v ' . .. . )
ll'Industrial, is there a Pretreatment Program rn effect? ❑ Yes❑ No
6. Has a Ilow reduction been approt cd under I .. .. , 1 ' : 1 , , ' 0 ® Yes ❑ No
If Wes, provide a copy of flo" reduction approval letter with this application
7. Summarize wastewater generated by prt>icct.
Establishment Type (see 02T.0114(I))
Daily Design Flolr ''''
-No. of Units
Flo►+
Sinr,le Family Units (Phases 7-
of 10
300 gal:unit
2U
C,.itOU GPD
225 gal'untl
62
13.950 GPD
Single Family Units (Phases 1-6)
300 gal. unit
90
27,000 GPD
('al,,
Gill)
gal'
{iPD
gal:
GPI)
Torul
4 6,9 50 Ml1)
a See • '�'. 1. . . :I . . for caveats to wastew ater design flow rate. (i_e.. minirnunl now per
dwelling. proposed unknown non. -residential development uses; public access facilities localed near Ingh public use area;_
and residential property located south or east of tlic llilaillic liltracclastal Water+ay to be used as,,acation rental.,, as defined
b Per I SA NCAC" 021 .01 14(c). design flornn- rater• for "lablishment> nol identified [in table i NcAC 02 1.01 1 ] shall be
detennined using available flow data. water using fixture,, occupancy or operation pallenls, and other mea,ured data.
8. Wastewater generated by project- 19.950 GPD {per ' .A N('A(. (!2 t .11114)
Do not include future tlo++s or preWtously permitted allocation:
[1' pcnilittcd f1onis zero, please itidlcatc �+liy:
❑ Punnp Station. Force Main air Gra+ity Sewer where flow will he pernimed in whsequent permits that connect to this line.
Please provide supplementary infonnation indicating. the approximate timel-rame for perinunng upstream sewers Willi flow,
❑ IFlow has already been allocated in Pennit Number. Issuance Late:
❑ Rehabrinanon or replacement of'existing sewers with no new flow expected
❑ Other (Explain).
FOR11: 1=1 A 06-21 Page 2 01' 5

N 11. GRAN! I-1 , Sls vp.R DE.SICN CRITERIA (If Applicable) - 021 .0.10� &III)( (Gr711 i11 firs%t'rst;
I Summarize gill ity sewer to be pennitted:
Size (inches)
Length (feet)
Material
R (I'll. 7-to)1937
PVC
801h.7-10
2379
PVC-C900
R(Ph. 7-10
231)
8011.1-6)
7313
i Section 11 & III of, the MI)C for Penuitting of'Gravity Sewers contains mforinatio n related to design criteria
Section III contains inibmiation related to minimum .~lopes for gravity sewer(s)
Oversizing Iines to meet minimum slope requirements is not allo,*ied and a violation of file NIDC
%'Ill. PUMP STATION DESIGN CRITERIA (if Applicable) — 021 .1015 & NIl)t (Pumt� titaliun, I n�rt 1laiu�
PROVIDE A SI-I'ARA] h COPY 01: THIS PAGE FOR EACII PUMP STATION INCLUDED IN THIS PROJECT'
I . Pump station number or name: N A
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pump~ at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
r I his should reflect the total GPM for the pump station A till the largest pump out of' sera ice.
4. Operational point(s) per pump(s): gallon, per minute (GPM) at __ ficl total dynalmc head (7 DI1)
5. 5titlinuirize till' lilrce plain to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
i
Wally portion of the force main is less than 4-inches in diameter, please identify (he method of solid, reduction per
st-1DCI'SE�M Section 2.01 C:.I.b. ❑Grinder Pump ❑ (\Icchanlcal Hap Soren ❑ C)thcr (please sperlfj } _
6. 1'rn\ er reiiabilita in accordance with . ,
❑ Standby power source or ❑ Standby pump
Mu.t have autonnalic activation and telemetry - 15A 1-CAC' o2'l' 0105(h)(1)([i)
% Required for all pump stations with an average daily flop- greater Than or equal io 15-000 gallon; per day
Must be permanent to facility and may not be portable
Or if -tie pump station has an average daily flow leas than 15,000 gallons per day 15A NCACO2"1.0Y15(h)(I )(C)-
❑ Portable power source with manual actnelion. quick-coneneciion receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telenlorv:
include documentation that the portable source is owned or contracted by the applicant and is compatible Nl nth the .lation.
If the portable power source or pump is dedicated to multiple punnp station.-,. :111 e%alualion of till the pump stations storage
capaciliv,; kind the rotation schedule of the portable power source or pump, imluding travel timc6ame,. shall be prm ided
a, part of illic pemut application in the ca:c of a muhiple station power outage -
FORM: F I'A 06-21 Page ; C,I,;

IX. SETBACKS & SEPARATIONS — (029.0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in .1 1y(_ AQ2 ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer systems -
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water 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, and associated wetlands.
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 associated with these waters (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
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
If noncompliance with 2, 7.03o5(Q or (" see Section XI of this application
* l S A N ±[ _021.gRXj ] contains alternatives where separations in 0ZI .03W 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 H.L. urlate Woter 9-1# sitic, ,.s webr5y
2. Does this project comply with the minimum separation requirements for water mains? ❑ Yes ❑ No ® NIA
➢ if no, please refer to 15A NCAC 18C.0906(f) 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 ® N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ Seethe Division's dni ft separation Muircnwms 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: Cape Fear ❑ No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC=.. 02 B -0200 ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 28.0202
5. Does the project require coveragelauthorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit numberlpernitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15 A l CM, 021, 0105(c)(6 (additional permits/certifications)? ® Yes ❑ No
Per 15A W'AQ 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 02]J[-0.4(] "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to shmnbanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through intert'erence/conilict 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 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 permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I SA IVCAL 02T the M--i kn-Y1g fXM- ao Criteria for the Per �� io
aotl FcrrgL. N1pi , !2tc 4i version), and the Gravity Sewer Minimum D sign Qjlaria rlalcse_ vet Jc 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. Agplroval of the request„a be issued
concurregay with Q1 approval of thS perinit, and Proieca-muiring a v v a be SUWILt to to
revigff MMes. For ro reguiting two or MM variances or where the variance Is deWmIned by the DWAgn to be a
ShMilicanl porch of the nrolect. the full tthWcgl review is_rcoulred.
2. Professional Engineer's Certification:
1, KidY L Bell, dr. attest that this application for Arlington Meadows Phases ?-10
(Professional Engineer's name from Applications Item Ill. 1,) (Project Name from Application Item 11.1)
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,
Mlinirnuflt Vrsistn i:ritcs}a.& Gravity Seven; •t ► qpj, and the imurrs V i jta C'rit_e_ria for the Fast-'i`rack Fcmti0ir�
9f NMV StatiUrin andand Firrce Main$_(iatest vcttliyn}. 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 143-215.613, 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 design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (2) NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
0-11
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Michael Wagner, attest that this application for Adinaton Meadows Phases 7-10
(Signature Authority Name 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. 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 I143_2I5.6A and .I43 715.6b, 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:
04/27/2022
FORM: FTA 06-21 Page 5 of 5

&11cPl orEnviranmental Quality
State of North Carolina
VV
Ralcigh Regional Department of Environmental Quality
D. off, -Ca Division of Water Resources
[ OSIon of Wasel Resources Flow TrackingtAcceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Fuquay-Varina
Project Name for which flow is being requested: Arlin on Meadows Subdivision
More than one ME may be required for a single project if the owner of the WNITP is not responsible for all pump
stations along the route of the proposed waste+vater 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 #: NCO021636
Al! flows are its 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 2.504 MGD
FV Obligated Flow NYT
0.655 MGD
Lillington Obligated Flow NYT
0.237 MGD
HC Obligated Flow NYT
0.965 MGD
Angier Obligated Flow NYT
0.647 MGD
e. WWTP facility's actual avg. flow
5.087 MGD
FV Actual Flow
1.231 MGD
Lillington Actual Flow
0.642 MGD
HC Actual Flow
2.568 MOD
Angier Actual Flow
0.646 MGD
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
0.020 MGD
7.611 MGD
1.906 MGD
0.879 MGD
3.533 MGD
1.293 MGD
101.48%*
*A PER to expand the NHRWTTP treatment capacity has been completed and design of the
expansion is currently underway.
Page 1 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 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 1 pf),
Daily Flow,
Daily Plow,
Obligated
Available
Number)
MGD MGD
MGD
MGD
Flow
Capacity***
SLS 120 14.4 5.76 2.819 2.382 5.201 0.559 _
* 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
Ill. Certification Statement:
1 .� r 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 accept ce of this wastewater flow.
Signing 4jTicial Signature Date
Page 2 of 4
FTS E 06-13

r
Dept n I' E n viran mental Quality
State of North Carolina
MAY � ?� Department of Environmental Quality
DWRDivision of Water Resources
Division of Water Resources Ralcigh Rcgion i j' . eking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuguay Varina
Project Name for which flow is being requested: Arlington Meadows Phase 7-10
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,Jlow.
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 #: NCO021636 �
c. WWTP facility's permitted flow
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
It. Percent of permitted flow used
All flows are in MGD
2.6
.655
1.231
.019
1.886
72.5%
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow" Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Gravity
* 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
(pi) 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): ToFV to KennethCreek/NeilsCreek Inter
Downstream Permit Number: WQCS00193 to WQ0028647
Page l of 6
FTSE 10-18

I11. Certification Statement:
I Michael Wagner certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Signing OjJIcial
Public Utilities Director
Title of Signing Official
Date
Page 2 of 6
FTSE 10-18

BASS, NIXON & KENNEDY, INC., CONSULTING ENGINEERS
6310 CHAPEL HILL ROAD, SUITE 250, RALEIGH, NC 27607
919/851-4422 FAX [phone] www.bnkinc.com
Arlington Meadows Phases 7-10
Project Narrative:
The proposed Arlington Meadows Development is located at 1401 Angier Road, Fuquay-Varina,
NC 27526. The site is approximately 3,200 LF south of the intersection of S. Judd Parkway SE
and Angier Road. The ultimate project includes infrastructure construction for 172 Single Family
Residential Units. The enclosed permits are for infrastructure construction associated with
Phases 7-10 (81 units). The homes in Phases 7-10 will be served by 1,937 LF of 8" PVC, 2379
LF of 8" PVC-C900, and 239 LF of DIP sewer mains with a proposed flow of 19,950 GDP. A
sanitary sewer outfali will be constructed within acquired easements through the Niels Crossing
Subdivision and connect to a proposed sewer outfall currently under construction by the
adjacent Geneva Subdivision. Please see enclosed Utility Plans.
Attached Information:
This package includes the following:
1. This Cover sheet with Narrative, Maps
2. FTA 06-21 (Instructions)
3. FTA 06-21 (Fast Track)
4. FSTE 10-18
5. FSTE 06-13
6. Existing Permit
7. $480.00 Check (#3291)
Project Schedule:
Construction of Arlington Meadows Phases 1-6 are complete and were previously permitted
under WQ 0041329 dated December 20, 2019. Infrastructure construction for phases 7-10 is

estimated to be complete by April 2023. Complete build -out of phases 7-10 and issuance of
certificates of occupancy is expected to be complete by April 2024.
Change of Engineer of Record:
Please note that Arlington Meadows (Phases 1-10) was designed by Thomas Spaulding, PE
with Spaulding & Norris, PA. The developer of record, True Homes USA decided to change
project engineer for the remaining Phases 7-10 to Kirby R. Bell, Jr. PE with Bass, Nixon &
Kennedy, Inc. Permission was granted by Thomas Spaulding to allow Bass, Nixon and
Kennedy, Inc. to use plans designed by him.

v
' 1
-:W
r
PHASE,
PROPOSED
SFWER r
EWER (P)(r
Y
waits RD
SCALE 1.24 Oa0 FUQUAY-VARINA, NC
1 0.5 0 KILa+lUM 1 -- _ I 2016
1
loon SOD
1 O.S
0 METERS
O
Iwo 7A0D
1
1ILM
low 0 1000 2OW
30D0 1000
6000 7D00 woo 9000 10000
- . ,. -
....
GTON
S
PREPARED R:
TRUE HOMES
�
L7�V111 \
�.�1J17iJO � �
2849 BRIXOhRIDGE CENTRE DR
FUQUAY-VARAYA. wace COunnv, nra�rN c ouerA
SEWER PERMIT
SUITE 104
DATE : 11/21/2019
USGS QUAD 'FUQUAY-VARINA
S&N FIRM CERT. /: C-1875
PROJECT ENGINEER:
�+
THOMAS J. SPAULDING
PROJECT CARD DESIGNER:
THE SPAULDIN_G GROUP, PA
BD
Fr`"""`a tows/ tna,ararrna
16u! R.r�bNC
7m
PROJECT SURVEYOR:
�
ROBINSON k PLAN E, PLC

FUTURE SEWER
(PHASE 7-10)
�— EXISTING SE1
(BY OTHERS)
ARUNGTON MEADOWS
FUOUAY-VARINA WAKE COUNV7Y, NORTM CARMNA
SEWER PERMIT
STREET LEVEL MAP
s
THE SPAULDING GROUP, PA
AMB RE FOREST DRIVE
i PWF4
)PH
AS8.E 2 i
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PROPOSED
SEWER
(PHASE 1-6)
RUE HOMES
,849 BREKONRIDGE CENTRE 01
PUITE 104
IDNROE. w 28110
DATE : 11/21/2019
S&N FIRM CERT, J. C-1875
PROJECT ENGINEER:
THOMAS J. SPAULDING
PROJECT CADD DESIGNER:
BD
PROJECT SURVEYOR:
ROBINSON do PLANTE. PLC
PROPOSEDI
SITE

FAST TRACK SEWER
REPORT
ARLINGTON MEADOWS
PHASES 7 - 10
FUQUAY-VARINA, NC
Wake Co.
Prepared by:
Bass, Nixon & Kennedy, Inc.
6310 Chapel Hill Rd., Suite 250
Raleigh, NC 27607
May, 2022
NC Dept of Environmental Quality
MAY 18 2M
Raleigh Regional Office
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