WQ0041266_Application (FTSE)_20191018

1
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DWR
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: L)Q OD yJZ fr[ _ (to bc compicied by nwR)
All items must he completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Fuauay-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: Jay T. Meyers. PE per 15A NCAC 02T .0106(b)
Title: Public Utilities Director
4. Applicant's mailing address: 40I Old Honeycutt Road
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City: Fuquay-Varina State: North Carolina Zip: 27526-
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5. Applicant's contact information:
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Phone number: [phone] Email Address: imeycrsefuauav-varina.org
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11. PROJECT INFORMATION:
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I . Project name: Royal Creek
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2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
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If a modification, provide the existing permit number: WQ00__ and issued date:.
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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: 35.6650' Longitude:-78.7025
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I . Professional Engineer: Jim Chandler License Number: 026466
Firm: Timmons Grout)
Mailing address: 54I0 Trinity Road Suite 102
City: Raleigh State: NC Zip: 27607-_ ._
Phone number: 9( 69) 866-4951 Email Address: 'im.cliandler timmons.eom
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Terrible Creek WWTP Permit Number: NCO066516
Owner Name: Town of Fuquay-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ 13912 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Numbers if applicable): WOCS00193
Owner Name(s): Town of Fuquay_Varina
FORM: FTA 04- l 6
Page 1 of 5

V1. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®V.:A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N1A
3. If the Applicant is a I-Iome/Pro ert Owners' Association has an Operational A *rcement FORM: HOA been attached?
❑ Yes ❑No ®NtA
4. Origin of wastewater: (check all that apply):
® Residential Owned ® Retail (stores, centers, malls) ❑ Car Wash
® Residential [_eased ❑ Retail with food preparation;'service ElHotel and/or Motels
ElSchool ? preschool / day care ElMedical dental ' veterinaryfacilities ❑ Swimming Pool Clubhouse
ElFood and drink facilities ❑ Church
El swimming Poo
l:Filtcr Backwash
El Businesses / offices 1 factories ❑ Nursing Home El Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic/Commercial °o Commercial
% Industrial See 15A NCAC 02T .0103 20 )
L_ pis there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(o ❑ Yes ® No
1f ves. provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114 W
Daily Design Flow 01
No. of Units
Flow
Residential - Single Family
225 galtday
79 units
17,775 GPD
Commercial - Retail
100 ga111000 sf
2,537 sf
254 GPD
Commercial -Restaurant
40 gal/day/scat
100 seats
4,000 GPD
gal/
GPD
gall
GPD
gall
GPD
Total ? r9 PD ZZ), t (]�
a See 15A ]NCAC 02T .01 14(b), (d), (e)(1) and (c.)(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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A_4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 22.479 GPD (per 15A NCAC 02T .01 14)
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 now expected
❑ Other (Explain): __
I'ORM. FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305 & MDC hiravity Sewers :
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,712
PVC
8
2,152
C900
8
470
DIP
� Section I I & 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Royal Creek Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.665140 Longitude:-78.705000
3. Design flow of the pump station: 0.16848 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 339 gallons per minute at 79.89 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6
690
PVC-SDR21
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(I ):
® Standby power source or pump with 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
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.
i 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 xvith all separations found in 15A NCAC 02 C 03050) & (0 ® Yes ❑ No
�- 15A NCAC 02T.0305(f) contains minimum separations that shall be oro%idcd for sewer sNstems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below h ertical)
24 inches
Water mains (vertical -water over sewer includina in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over setter)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
"Any private or public water supply source. including any wells. WS-I %eaters ol'Class I or
Class 11 impounded 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 (sec item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Anv building foundation
5 feet
Anv basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Anv swimming pools
10 feet
Final earth grade (vertical)
36 inches
15A NCAC 02T.0305(0 contains alternatives %%here separations in 02T.03050) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
i If noncompliance xvith 02T;0305(t) or (u), see Section X ol'this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes []No ❑ N A
> See the Division's draft separation requirements for situations %% here separation cannot be meet
> No variance is required if the alternative design criteria specified is utilized in design and construction
> As built documents should reference the location ofareas effected
3. Does the project comply with setbacks found in the ri%er basin rules per 15A NCAC 0213 .0200? ® Yes ❑ No ❑ N;'A
> This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
> Information can be obtained from the 401 & 130ier Pennittina I3ranch
5. Does project comply with 15A NCAC 02T.0I05(c)(6) (additional permitsicertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0 1 05(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 safer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sever.
❑Yes ❑No ®N.A
> 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 permitee's individual System -Wide Collection permit.
FORM: PTA 04-16 Page 4 of 5

X.
CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 021 the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity_Sewer Minimum Design 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 reguest is re uired vrior to submittal of the Fast Track Application and su ortin documents.
2- Professional Engineer's Certi ication:
I• - ���: attest that this application for
(Professional Engineers name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.613, 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.
,t._....... .......... t�... ......... .
North Carolina Professional Engineer's seal, signature, and date: •` �Q- •......,.•
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6
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
(Signafure Au hority's
e� ODtr
e & title from Application Item I.3.)
attest that this application for
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: 11 OG T I?
FORM: FTA 04-16
Page 5 of 5

OF WprFq State of North Carolina
O= pG Department of Environment and Natural Resources
Division of Water Quality
O Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06•-13)
Project Applicant Name: Town of Fuquay-Varina
Project Name for which flow is being requested: Royal Creek Phases 5-7, and 1
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: Terrible Creek WWTP
b. WWTP Facility Permit #: NCO066516
All floors are in MG
c. WWTP facility's permitted flow
3.000
d. Estimated obligated flow not yet tributary to the WWTP 0.826
e. WWTP facility's actual avg. flow
_
1.353Ca
f. Total flow for this specific request
0.022
g. Total actual and obligated flows to the facility
2.201 ca
h. Percent of permitted flow used
73.37%
II. Complete this section for each pump station you are responsible for along the routef this
x
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (Q)
(C) (D)=(g+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 i pl), Daily Flow,
Daily Flow, Obligated Available
Number) MGD MGD MGD
MGD Flow Capacity***
Mills
D- t, 0.504 0.202 0.144
0.057 0.201 0.001
Middle
0.720 0.288 0.157
0.057 0.214 0.074
* 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.
Page 1 of 6
FTSE 06-13

Certification Statement:
I Jay T. Meyers, P.E., 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.
Page 2 of f
CTSE 06-13

*00000
T I M M O N S G R O#j pp,,,f Environmental Quality
YOUR VISION ACHIEVED THROUGH OURS. OCT 18
20
T RA N S M I TTAclgh Regional Officc
TO: NCDENR-Raleigh Regional Office Date: 10/16/19 Job #:41166
Division of Water Resources Project: Royal Creek
3800 Barrett Drive Reference:
Raleigh, NC 27609 Copies Sent To:
❑ ENCLOSED PLEASE FIND:
❑ WE ARE SENDING UNDER SEPARATE COVER:
COPIES
DATE
NUMBER
DESCRIPTION
1
1
Fast Track Sewer Application
1
2
Project Narrative
1
3
USGS ma
1
4
Vicinity Ma
1
5
Flow Acceptance Form/ Certification Statement
1
6
Check for $480
1
7
NCDENR Letter Dated Nov. 8 2001 — Flow Reduction
THESE ITEMS ARE TRANSMITTED:
If enclosures are not as noted, please notify us at once.
COMMENTS:
Feel free to contact me with any questions at 919-866-4944 or [e-mail].
Thank you,
Dexter Howell
Project Manager
SIGNED:
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Project Narrative
Project Name: Royal Creek
Location: Fuquay Varina, Wake County, NC
Owner/ Developer, Cambridge_FV, LLC
831 East Morehead Street, Suite 245
Charlotte, NC 28203
Consultant: Timmons Group
Jim Chandler, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: [phone]
Project Description and Narrative:
The proposed project is inside Fuquay Varina jurisdictional limits and is located along Lake
Wheeler and Highway 401. The scope of this project will include the construction of 79
residential lots, 5,077 SF of commercial building and associated roads.
The proposed public sewer extension will provide domestic service to Royal Creek mixed -
use on a 67.70-acre tract of land in Fuquay Varina, NC.
Development Flow Rate: 22,029 gpd
(27) Single Family houses @ 225 gpolunit
(52) Townhomes @ 225 gpolunit
Commercial
(2,540 SF) restaurant -100 seats @ 40 gpd
(2,537 SF) retail @ 100 gpd11000 SF

USGS Map
Quadrangle
North Carolina
7.5-Minute Series

Royal Creek
Vicinity Map
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*itate of North Carolina
Department of .Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
November 7, 2001
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allway:
eptaf
r
NCDENKj'
NORTH CAROLINA DEPARTMENT OF -
ENVIRONMENT AND NATURAL RESOURCES
Pl�+� C 8 2001
Subject: Town of Fuquay-Varina
Flow Reduction Approval
Wake County
On September 10. 2001, the Division of Water Quality Non Discharge Permitting Unit received your
flow reduction request for future and present, but not yet tributary, single-family dwellings in the Town of
Fuquay-Varina. The letter requests approval of a residential flow value of 220 GPD/residence for these
dwellings.
The information provided water use information for 2000 and actual daily waste water flow recordings
for their peak month of May. Other supporting data was provided. The evaluation covered 90 homes that are
representative of the subdivisions in Fuquay-Varina in accordance with 15A NCAC 2H .0219(1)(3).
Based on the information submitted. the Division hereby approves the use of 75 GPD per bedroom
per dwelling for residential units (225 GPD per three bedroom home) in all applicable non -discharge permit
applications for future sewer line extensions and present, but not yet tributary projects for the Town of Fuquay.
Varina. The Division did note that the average flow per residence in February 2000 was 271 GPD. Regardless
of the adiusted design daily wastewater flow rate. at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES permit for the treatment facility -or exceed the capacity of the sewers
downstream of any new sewer extension.
Please submit a separate letter to the Raleigh Regional Office that requests flow reductions for
specific previously permitted projects (indicate permit number, project name, permitted flow new flow
under reduction and the difference between them). if you have any questions or comments regarding this
matter, please contact Marie Doklovic at [phone] ext. 371.
Since
L'
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
-(,fee
Pua��r

Deck, Erin M
From: Jay T. Meyers, PE <[e-mail]>
Sent: Monday, December 2, 2019 6:25 PM
To: Dexter Howell; Deck, Erin M
Cc: Jim Chandler
Subject: Re: [External] RE: Royal Creek
• HxfArnal,email. Do norcllck lf0s or -open attaahmert urilessyou verify. Semi-all.suspicious email -as anatta hment;to
The Town is good with the changes.
Jay T. Meyers, PE I Public Utilities Director
Town of lruquay-Varina
1415 Holland Road 1 Mailing Address: 134 N. Main St
Fuquay-Varina, NC 27526
imevers anfuauav-varina.org
919-567-3911
www.fuauav-varina-org
From: Dexter Howell <[e-mail]>
Sent: Monday, December 2, 2019 5:11 PM
To: Deck, Erin M <[e-mail]>
Cc: Jim Chandler <[e-mail]>; Jay T. Meyers, PE <[e-mail]>
Subject: RE: [External] RE: Royal Creek
CAUTION: This email originated from outside of the organization. Do not click links or open attachments
unless you recognize the sender and know the content is safe.
Jay
Looks like Erin is good with the updated paperwork. Can you look over and verify that the changes are acceptable. Let
me know if you have any questions.
Thanks
Dexter
Dexter Howell
Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
Office: 919.866.4944 1 Fax: [phone]
Mobile: [phone] dexter.howell(aDtimmons.com

Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Deck, Erin M <[e-mail]>
Sent: Monday, December 2, 2019 12:22 PM
To: Dexter Howell <Dexter.Howe [e-mail]>
Cc: Jim Chandler <[e-mail]>; Jay T. Meyers, PE <[e-mail]>
Subject: RE: [External] RE: Royal Creek
Thank you forgetting me the requested information. If the applicant sends an email verifying these changes are
acceptable, then I can move forward drafting the permit. Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
Office: 919-791-4258
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.
From: Dexter Howell mailto:Dexter.Howell timmons.com
Sent: Monday, December 2, 2019 11:12 AM
To: Deck, Erin M <erin.deck ncdenr. ov>
Cc: Jim Chandler <Jim.Chandler timmons.com>; Jay T. Meyers, PE <ime ers fu ua-varina.or >
Subject: [External] RE: Royal Creek
Ghl'1'121xt��D
Erin
The project statement showed the correct flows, but the description wasn't updated to 79 lots. Attached is the revised
letter. I have also updated the other two items on the application as requested, let us know if you need an updated
original? Feel free to reach out with any questions.
Thank You
Dexter
Dexter Howell
Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
Office; 919.866.4944 Fax: [phone]
Mobile:[phone] dexter.howell timmons.com

Your Vision Achieved Through Ours
To send me files greater than 20MB click here.
From: Jim Chandler <[e-mail]>
Sent: Tuesday, November 26, 2019 7:44 AM
To: Dexter Howell <Dexter.Howe IIPtimmons.com>
Subject: Fwd: Royal Creek
Jim Chandler, PE, LEED AP
Principal, Group Leader
TIMMONS GROUP I www.timmons.com
5410 Trinity Rd, Suite 1021 Raleigh, NC 27607
Office: 919.866.4507 1 Fax:[phone] Cell: 919-390-4227
"[e-mail]
Your Vision Achieved Through Ours
Begin forwarded message:
From: "Deck, Erin M" <[e-mail]>
Date: November 26, 2019 at 7:37:20 AM EST
To: Jim Chandler <[e-mail]>, "[e-mail]" <jmeyers@Fuguay-
varina.ors>
Subject: Royal Creek
Good Morning,
We are in the process of reviewing the subject fast track sewer extension and require additional
information before we can move forward with drafting the permit. The changes will need verified and
approved by the permittee.
VI. 7. Summary of the wastewater generated lists 79 residential units; however the narrative states that
there are 81 residential lots. Please verify the correct number of homes and update accordingly.
VI. 6. Flow reduction is marked "no" however a flow reduction letter was included in the submittal. We
can make this correction with the approval of the permittee.
IX 3. Is marked "n/a" for meeting the setbacks in the river basin rule. The site is in the Neuse river basin,
and has multiple streams depicted on the Topo map that was provided as part of the application. Please
mark "yes" or "no." Please note that a 10 foot maintenance corridor is all that is allowable without a
buffer authorization. If a greater than 10 ft maintenance corridor is needed, then you will need to apply
for the necessary permits.
Also, please verify that the townhomes will each have separate water/
Due to the linear footage of line proposed, please verify there are no high priority lines.
Erin Deck