WQ0041329_Application (FTSE)_20220518

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number. ifq Q U 0 t i 391 0, be completed by DWR)
All items must be comnleted or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Town of Fuquay-Varina (company, municipality, HOA, utility, etc.)
2. Applicant type: D Individual ❑ Corporation
0 Federal ❑ State/County
❑ General Partnership ❑ Privately -Owned Public Utility
Municipal ❑ Other
3. Signature authority's name: per 1.SA NI AC 02T 0106 hh Michael Wagner
Title: Public Utilities Director
4. Applicant's mailing address: 401 Old Honeycutt Road
City: Fuquay-Varina State: NC Zip: 27526
5. Applicant's contact information:
Phone number: (919) al-3911 Email Address: mwaener®.fuquav-varina.org Raleigh Regional Office
7C Dept of Environmental Quality
MAY 1 8 1822
II. PROJECT INFORMATION:
1. Project name: Arlington Meadows
2. Application/Project 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 checkitat.
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: 35,560908° Longitude:--78,785985°
5. Parcel ID (if applicable): 0665299258, 0665395486_ (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Kirbv R. Bell. Jr License Number; 14023
Firm: Bass, Nixon & Kennedy, Inc.
Mailing address: 6310 Chapel Hill Road, Suite 250
City: Raleigh State: NC Zip: 27607
Phone number: [phone] Email Address: Robbie.Bell(abnkinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Harnett Co. WWTP Permit Number: NC 0021636
Owner Name: Harnett County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0040793
2. Downstream (Receiving) Sewer Informations$ inch
NOTE: Truehomes USA has assigned
BNK.Inc as the new Engineer of Recor
for Arlington Meadows.
Spaulding -Norris, PA, original Engineei
of Record has also given BNK, Inc.
permission to use their Arlington
Meadows approved plans for this
submittal
0 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 1 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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a figtiow s Operational Ajeernent (FORD: M been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an j-10A/ A_(hErai a! A .rrcn nt (F QljMJ OA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑Yes ❑No ®N/A
4. Origin of wastewater. (check all that apply):
® Residential (Individually Owned)
❑ Residential (Leased)
❑ School / preschool / day care
❑ Food and drink facilities
❑ Businesses / offices / factories
❑ Retail (stores, centers, malls)
❑ Retail with food preparation/service
❑ Medical / dental / veterinary facilities
❑ Church
❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 1 S A isicAC Q T 0103 0j)
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under Imo. N (,A i 21 . [� 1 k 4t fj? ® Yes ❑ No
9 If ves. provide a cony of flow reduction approval letter with this annlicatlon
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(0)
Daily Design Flow''"
No. of Units
Flow
Single Family Units
300 gal/unit
20
6,000 GPD
225 gal/unit
62
13,950 GPD
gall
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
19,950 GPD
a See t 5 A NL.AL Q2T ,.q 114(b). (y , Mr j (e k.21 for caveats to wastewater design flow rates (Le., 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 housed as vacation rentals as defined
in i42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ISA NC'A( 0 1%0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: }.9.95,4 GPD (per O5A NL C 021:1 )
> 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):
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T AMC & h3 (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1937
PVC
8
2379
PVC-C900
8
239
DIP
➢ Section 1I & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
> Section in contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing Iines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) _t T .030 & h3AC._(PntonJlat 9rce Main*
EgOVIDE A SEPARATE COPY OF THIS PAGE FOR EACH 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 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 bead (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
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.1.b. 0 Grinder Pump ❑ Mechanical Bar Screen 0 Other (please specify)
b. Power reliability in accordance with 1)A 7NCAC. L121 .0:i05 3i11):
❑ Standby power source or 0 Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
> Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
> Must be permanent to facility 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.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in 15A hy NCAC 02 f 2)51.t j? ® Yes 0 No
15A NCAC 02T.0305(fj contains minimum separations that shall be provided 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 1 or
Class 11 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 07T :105(1) or (r;l, see Section X.1 ofthis application
* i,5f p tr flC T0 contains alteratives where separations in O A30-7,(f k 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 RC Sur#acc Water (.ias Ili .#IQn . web gr
2. Does this project comply with the minimum separation requirements for water mains? 0 Yes 0 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?
> Please provide supplementary information identifying the areas of non-confonnance.
• See the Division's draft r uir rnerrts 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
If yes, does the project comply with setbacks found in the river basin tiles per ! 5 A NC AC 0213.O2 012
> This includes Trout Buffered Screams per 1 S,_ NCAC 2B4O02
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits
or 401 Water Quality Certifications?
> Please provide the permit number/permitting status in the cover letter if coverage/authorization is req
❑ Yes ❑ No ® N/A
❑ No
® Yes ❑ No
® Yes ❑ No
uired.
6. Does project comply with 15A NCAC 027.0I05(c d) (additional penmits/certifieations)? ® Yes ❑ No
Per L = ' 13:,..11 t1 (c}i5 ), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance ofthis 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? 0 Yes ® No
Per t 5A NCAC 02T.0+02, "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 interference/conflict 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 1SA 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 15,1 (; 02T, the MinimunrEkcAgoCriteria for shc_iaermiuing of Pimp Starr
� gait (1.11M versionl, and the Gravity Scwt Minimum Design irjusri „ hgest versiorti) 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. /4poroval of the request will be issued
concurrently with the approval of the permit. and protects requiring a variance approval may be subiect to longer
review times. For protects requiring two or more variances or where the variance is delermined by the Division to be a
significant portion of the protect. the bit technical review is rennired.
2. Professional Engineer's Certification:
I, Kirby R. Bel Jr, attest that this application for Arlington Meadows Phases 7-10
(Professional Engineer's name from Application Item 111.1.) (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 ati 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 Design Olivia jam, .(ravily Sewers (lows! vers'roti), and the Minimum Drsrgn Criteria for Ilk Fast -Track I'tnnii i�
of Pump Stationsi4 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
statement, representation, or certification in any application
include a fine not to exceed $10,000, as well as civil penalties
information, including failure to disclose any design non
the North Carolina -licensed Professional Engineer to referral
and 143-215.6B, any person who knowingly makes any false
package shall be guilty of a Class 2 misdemeanor, which may
up to $25,000 per violation. Misrepresentation of the application
-compliance with the applicable Rules and design criteria, may subject
to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Michael Wagner , attest that this application for Arlington Meadows Phases 7-10
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the beat of my knowledge.
I understand that if all required parts of this application arc 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 requited 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 2 r 5.13A and 141-2 i 5,6I3., 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:
FORM: FTA 06-21
Date: 04/27/2022
Page 5 of 5

Itt.CDept of Environmental Quality
Division of Wat••-
AY Iit222
• Raleigh Regional office
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 Fuquay-Varina _
Project Name for which flow is being requested: Arlington Meadows Subdivision
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,
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021636
c. WWTP facility's permitted flow
Fuquay-Varina Allocated Flow
Lillington Allocated Flow
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow
f.
g•
Total flow for this specific request
Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual + Obligated Flow
h. Percent of permitted flow used
All flows are in MGD
7.5 MGD
2.60 MGD
1.20 MGD
1.008 MGD
2.504 MGD
0.655 MGD
0.237 MGD
0.965 MGD
0.647 MGD
5.087 MGD
1.231 MGD
0.642 MGD
2.568 MGD
0.646 MGD
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

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 Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, * (Firm 1 pf), Daily Flow, Daily Flow, 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 < Q.
Downstream Facility Name (Sewer): North Harnett Regional WWTP
Downstream Permit Number: NC0021636
III. Certification Statement:
I J T -c,i7L -bt)1.1'd
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 Il plus all
attached planning assessment addendums for which l am the responsible party. Signature of this
form indicates accept ce of this wastewater flow.
1 - )-3-
Signing Official Signature Date
Page 2 of 4
FTSE 06-13

DWR
Division of Water Resources
v
ip
lit Dept o1' linvironmental Quality
rear I 1 2022
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Raleigh Region l p f cking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Fuquay 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 flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021636
All flows are in MGD
c. WWTP facility's permitted flow 2.6
d. Estimated obligated flow not yet tributary to the WWTP .655
e. WWTP facility's actual avg. flow 1.231
f. Total flow for this specific request .019
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.886
72.5%
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:
Pump Pump
Station Station
(Name or Permit
Number) No.
Gravity
Firm
Capacity, *
MGD
(A)
Design
Average
Daily Flow**
(Firm / pf),
MGD
(B) (C) (D)= (B+C) (E)=(A-D)
Obligated,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
Total Current
Flow Plus
Obligated Available
Flow Capacity***
* 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): ToFV to KennethCreek/NeilsCreek Inter
Downstream Permit Number: WQCS00193 to WQ0028647
Page 1 of 6
FTSE 10-18

Signing Official Signature
III. 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.
/V /f/rt,
Public Utilities Director
Title of Signing Official
Page 2 of 6
04/27/2022
Date
FTSE 10-18

B
N
K
Project Narrative:
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
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 outfall 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

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SCALE 1:24 000
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1 _ , _ __go? - -- �-T 7000 SOW 9000 100p0
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FUQUAY-VARINA, NC
ARLINGTON MEADOWS
FUQUAY-VARNVA, WAKE COUNTY. NORTH CAROLINA
SEWER PERMIT
USGS QUAD 'FUQUAY-VARINA'
THE SPAULDING GROUP, PA
plaNnHnr rrc.ilengeneerina
16111 se &taigaR m a+ifrWIRAkgb NC27606
Ph as(919jSSI 7990 F rryt91854 7y1S
1000
2000
2016
REP T•y. •R:
TRUE HOMES
2849 BREKONRIDGE CENTRE DR
SUITE 104
MONROE. NC 28110
DATE : 11/21/2019
S&N FIRM CERT. j: C-1875
PROJECT ENGINEER:
THOMAS J. SPAULDING
PROJECT CADD DESIGNER:
BD
PROJECT SURVEYOR:
ROBINSON & PLANTE, PLC

co
FUTURE SEWER
(PHASE 7-10)
�--- EXISTING SEWE
(BY OTHERS)
ARLING'PON MEADOWS
FUGUAY-VARINA, WAKE COUNTY, NORTH CAROUNA
SEWER PERMIT
STREET LEVEL MAP
AMBER FOREST DRIVE
PROPOSED
SEWER
(PHASE 1-6)
PREPARED FOR:
TRUE HOMES
2649 BREKONRIDGE CENTRE OR
SURE 104
MQNROE. NC 28110
DATE : 11/21/2019
PROJECT ENGINEER:
THOMAS J. SPAULDING
PROJECT CARD DESIGNER:
BD
PROPOSED
SITE

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.

NC Dept of Environmental Quality
MAY I 8 2a22
Raleigh Regional Office
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