HomeMy WebLinkAboutwq0042182_Application (FTSE)_20210216State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300: FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Vk6b ti (to be completed by DWR)
Application Number: ll
All items must be com leted or theapolication will be returned
1. APPLICANT INFORMATION:
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1.
Applicants name: Town of Fuquav-Varina. NC (company, municipality, HOA, utility, etc.)
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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 NOAC 02T .0106(b)
Title: Public Utilities Director
4.
Applicant's mailing address: 134 N. Main Street
City. Fuquav-Varina State: NC Zip: 27526-�
5.
Applicant's contact information:
Phone number: 919) 567-3.211 Email Address: imevers bfuquav-varina_org,
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IT. PROJECT
INFORMATION:
a
I.
Project name: Stnnecreek Subdivision Phase ?
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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: WQ0042182 and issued date: 1/14/2021
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If new construction but part of master plan, provide the existing permit number: WQ00_ _
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3.
County where project is located: Wake
4.
Approximate Coordinates (Decimal Degrees): Latitude: 35.63° Longitude:-78.76°
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5.
Parcel ID (if applicable): 0679056672
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(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
l . Professional Engineer: T. Andy Lamm: PE License Number: 011293
Firm: Timmons Grout)
Mailing address: 5410 Trinity Road Suite 102
City: Raleigh State: NC Zip: 27607-
Phone number: 9{ 19) 866-4941 Email Address: and .lamm timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Terrible Creek W WTP Permit Number: NC000066516
Owner Name: Town of Fuquav-Varina
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1, Permit Number(s): W00040191 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s)(if gpplicable): WQCS00193
Owner Name(s): Town of Fu ua -Varina
FORM: FTA 04-16 Page I of 5
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VI. GENERAL REQUIREMENTS
I. 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 O eradonal A reement ULMLUM been attached?
❑ Yes [:]No ®N/A
3. If the Applicant is a Hum c/Pro a Owners' Association
ns ail O eralional Agreement FORM: HOA been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, mails) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service
❑❑Hotel and/or Motels
School I preschool /day care
Cl Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
Businesses / offices / factories ❑ Nursing Home
❑ Other (Explain in Attachment)
S. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (see ! 5A NCAC U2'i .0103 20
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I SA NCAC U3T .0 114 ? ® Yes ❑ No
➢ If Yes, nrovide a cony of Clow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 1121,0I 14ff1)
Residential - 4 bedroom
Daily Design Flow'.6 ,No, of Units Flow
300 gal/day
41 12,300 GPD
gall
GPD
HIE
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
Total 1 12,300 GPD
a See 15A NCAC 02T A I I 1 b d e ! and e 2 for caveats to wastewater design flow rates (i.e., minimum Flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S._ 4?A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 021'.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 12,300 GPD (per 15A NCAC 02T .0114
➢ 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 fine
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): y
FORM: FT'A 04-16
Page 2 of 5
Vll. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02� & MDC Cravit Sewers
Summarize gravity sewer to be permitted:
i Size (inches)
8
8
Length (feet)
Material
2,438
PVC
198
DIP
1;. Section I1 & Ili 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
Vill. PUMP STATION DESIGN CRITERIA (if Applicable) — 021 305 & MDC (Pump Stations/Force Mains
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: — J
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 .030 h I
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B);
D 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 - 15A 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. p stations, an evaluation of al I the pump
➢ if the portable power
otat on schesource or dump is ule c of theportableto multiple
ower Pue orn r pump, including travel t meframes,shalllbe provided
capacities and the
in the case of a multiple station power outage.
Page 3 of 5
FORM: FTA 04-16
IX. SETBACKS & SEPARATIONS— (02B.0200 & 15A NCAC 02T .0305(t)):
I. Does the project comply with all separations found in I SA NCAC Q?T .U30i 1 & ,
15A NCAC 02T.03U5( contains minimum se a"'lions that shall hp .,r1 r nrnv;t1®Yes Nv
sewers and other utilities not listed below (vertical) �rd'
mains (vertical -water over sewer includin in benched trenched 24
Reclaimed water lines (vertical - reclaimed over sewer)I0 feet
Reclaimed water lines (horizontal - reclaimed over sewer 18 inches
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class It im ounded reservoirs used as a source of drinkin water
**Waters classified WS (except WS-I or WS-V), g, SA, ORW, HQW, or SB from normal l00 feet
hi h water or tide elevation) and wetlands {see it
1X.2
**Arty others tream, lake, impoundment, or ground water lowering and surface drainage 50 feet
ditches
AnY buildine fntlnrtwhinn _ !Q feet
of embankment or cuts of 2 feet or more vertical hei ht 10 feet
Vstemc anrf 10 feet
Final earth arnrlP r,. +;_. n. 1 10
15A NCAC p2 sa rncnes
T•Q305(g_1 contains alternatives where separations in 07TA3 a
cannot be achieved.
D **Stream classifications can be identified using the Division's NC Surface at r Classificat ons Deb a��e
If noncompliance with 02T.0305 or see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation)
See the Division's draft separation requirements for situations where separation cannot be meet
0 Yes ❑ No [I N/A
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 ISA NCAC 0?8 .wmm ® Yes 0 No [] N/A
D This would include Trout Buffered Streams per ISA NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or
individual permits or 401 Water Quality Certifications? ® Yes ❑ No
> Information can be obtained from the 401 & Buffer Permittin r Branch
5. Does project comply with 126CAC 02T.0105 c ti (additional permits/certifications)? ®Yes
Per 15A NCAC 0?T.0145 c 6 direct0 No
ly 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.0403, "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 El MA
D 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.
'ORM: FTA 04-16
Page 4 of 5
X. CERTir]CATIONS: )es an
1. Does the submitted system comply d lh 15A N-CAC 021, the Mini iMm rDesm Criteria Criteria
verrsionthe Pas applicable?itting of urii Stations
and Force Mains latesi versrun - an
® Yes ❑ No
10-14)
nd
re ie complete and submit the V is re euAlEedm Dior to sutive rgn Request bmiittal oftheplication F'ast Track ADClicat onaanti supo o tm da umcntsocuments r
review. A royal of the re uest is re
2. Professional Engineer's Certification:
1, 7, fiNDY l�mrh PE attest that this application for
(Professional Engineer's name from Application Item Ill. I.)
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. 1 further attest Gi ate toThe
of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers version), e5tversion), and Although otherhprof professe Minimum ionals may have developed certain portions f thesign Criteria for the Fast -Track is
of pump Stations and Force Mains (latest
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material an
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. _ ..
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North Carolina Professional Engineer's seal, signature, and date:
r'Q- II
3. Applicant's Certification per 15A NCAC 02T .0106(b):
f
T e_
1' M' nntur Authority' name & title f
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Q1NE���4'
�''14INDY
[ 1•rt 'e—g —Dl 'r. attest that this application for
Application Item 1.3.)
understand
t if
uired
s of
has been reviewed by me and is accurate and f all complete
to the best of in
supporting documentationl e. land attachments are/ not gincludedrtthis
this application are not completed and that irequired
application package is subject to being returned
non-
e la d will result in an immedete. I iate enfrstandorcement cem nat anytaction discharge
may include civil penalties,
discharge system to surface waters or th
injunctive relief, and/or criminal prosecutin.I will that if Ilak qui ed parts of thic no claim against sapplicationpl ctation package are not completed and that f
of this permit be violated. I also understand
all required supporting information and attachments are not included, this application package will be retumc to me as
incomincomplete.
- In accordance with Genera! Statutes 143-215.6A and 143- 15.6B, any person who knowingly makes any false
ion in any application package shall be guilty of a Class 2 misdemeanor, which may
statement, representation, or certificat
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Date:
Signatur
Page 5 of 5
FORM: FTA04-16
�pF W A TFRQ State of North Carolina
\p G Department of Environment and Natural Resources
C/) r Division of Water Quality
D Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 06-13)
Project Applicant Name: Town of Fu ua -farina
Project Name for which flow is being requested: Stonecreek Subdivision Phase 2
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 #: _ NC00665I6
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
h. Percent of permitted flow used
All flows are in MGD c
3.000
_ 0.863 2q
1.152 0
0.012
2.027
67.57%
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)
(�)
Design
Pump
Average Daily
Approx.
Station
Firm
Flow**
Current Avg.
(Name or
Capacity,*
(Firm i po,
Daily Flow,
Number)
MGD
MGD
MGD
Stone
cr--01,—
0.144
0.058
0.00
t;
c
(C)
(D)--(B+C)
(E)-(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily FIow,
Obligated
Available
MGD
Flow
Capacity***
0.047
0.047
0.011
* 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 (pi) 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
FTCF 11F_1 1
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.
Z00 _
S' in r * I Si ature Date
Page 2 of 6
PROXEcT NARRATIVE
Project Name: Stonecreek — Phase 2
Location: Fuquay Varina, Wake County, NC
Owner: Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Raleigh, NC 27607
Developer: Pulte Home Company, LLC
1225 Crescent Green Drive, Suite 250
Raleigh, NC 27607
Consultant: Timmons Group
Jim Chandler, PE
5410 Trinity Road, Suite 102
Raleigh, NC 27607
Phone: 919-866-4951
PROJECT DESCRIPTION AND NARRATIVE:
The proposed project is inside Fuquay Varina jurisdictional limits and is located along Hill -top
Needmore Road, west of the intersection with NC 401. The scope of this project will include the
construction of 41 residential lot and associated roads in phase 2.
The proposed public sewer extension will provide domestic service to Phase 2 ofStonecreek
subdivision on a 13.57-acre tract of land (Phase 2) in Fuquay Varina, NC.
Development Flow Rate: 12,300 gpd
(4I) 4 bedroom houses @ 300 gpolunit
USGS Map
Apex Quadrangle
North Carolina — Wake County
7.5-minute Series
near
PV . '- OV ro-ra
DR
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SCALE I'-SM'
0 sw low
VICINITY MAP
* State of North Carolina
Department of Environment
and Natural Resources •a O
Division of Water Quality cam•' Go
Michael F. Easley, Governor
William G. Ross Jr.,. Secretary '��
Gregory J. Thorpe, Ph.D., Acting Director NCDENRNORTH CAROLINA DEPARTMItNT Of AD
C.NVIRONMENT AND NATURAL RESOURCES
N
November 7, 2001 v
Mr. Michael A. Allway, Assistant Town Manager
Town of Fuquay-Varina
401 Old Honeycutt Road
Fuquay-Varina, North Carolina 27526
Dear Mr. Allway:
t4Oii 0 8 2001
um of qtr-Va"
Subject: Town of Fuquay-Varina
FIow 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 adjusted design daily wastewater flow rate. at no time shall the wastewater flows exceed the effluent
limits defined in the Town's NPDES Rermit 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 perTnit number, Er2jeSLEImeaermitted flow, new flow
under reduction and the difference between them). If you have any questions or comments regarding this
matter, please contact Marie DokIovic at (919)733-5083 ext. 371.
S ince ,
L'
Gregory J. Thorpe, Ph.D.
cc: Raleigh Regional Office
Flow Reduction File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone 919-733-5083 Fax 919-715.6048
An Equal Opportunity Affirmative Action Employer 50% recycled/10%n post -consumer paper
0
NC Dept of Environmental Qu;+lit
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
FEB 16 2921
Raleigh Regional Office
TRANSMITTAL
TO: NCDEQ DWR - Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
❑ ENCLOSED PLEASE FIND
❑ WE ARE SENDING UNDER SEPARATE COVER:
Date: 02/16/2021 Jab #: 39070
Project: Stonecreek Subdivision — Ph. 2
Reference: Sewer Modification
Copies Sent To:
COPIES DATE NUMBER DESCRIPTION
1 1 Fast Track Sewer Application (Incl. Flow Acceptance Form/
Certification Statement
1 2 Check for $480
1 3 Project Narrative
1 4 USGS ma
1 5 Vicinity Ma
1 6 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 dexter.howell timmons.com
Thank you,
Dexter Howell
Project Manager
SIGNED:
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