HomeMy WebLinkAboutWQ0041377_Application (FTSE)_20191209State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
I5A NCAC 02T .0300 �- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: Yl� o d 3 /_�(to be compicted by DWR) ~ CJ
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of CIayton (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: Adam Linsdav per 15A NCAC 02T .0106(b)
Title: Town Manager
4. Applicant's mailing address: l I I E. Second Street NC Dept of Environmental Quality
City: Cla3jon State: NC Zip: 27528-_
S. Applicant's contact information: DEC - 9 2�19
Phone number: 919 553-5002 Email Address: crowland townofcla ton.or
Raleigh Regions! Office
H. PROJECT INFORMATION:
I. Project name: Village at Parkview 1-8 & 9-16
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number. WQ00_ and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Johnston
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,6636 Longitude:-78.4606
5. Parcel 1D (if applicable): 166909-06-4 38 i 66909-06-1495 166909-06-1265
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Andrew W. Hodge, PE License Number: 21094
Firm: Adams & Hodge Engineering, PC
Mailing address: 314 E. Main Street
City: Cla3qon State: NC Zip: 27520-
Phone number: 919 369-1938 Email Address: andrew adamsandhod e.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Little Creek WRF Permit Number: 00-25453
Owner Name: Town of Clayton
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ0038083 Downstream (Receiving) Sewer Size: 8 inch
System Wide CollectionSysletn Penzlit Nitlnbertsl{ifapplicable}: WQCS00I47
Owner Name(s): Town of Clayton
FORM: FTA 04-16 Page I of 5
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 ®N;'A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM:, DEVI been attached?
[--]Yes [:]No ®N'A
3. If the Applicant is a HQome+Pronerly Owners' Association, has an Operational Agreement (VORM: HOA} been attached?
❑ Yes ❑No ®N.'A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School 1 preschool f day care El Medical 1 dental 1 veterinary facilities ❑ Swimming Pool ;'Clubhouse
El Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses r offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial See 134 NCAC 02T ,010300
—:; Is there a Pretreatment Program in effect? [:]Yes ❑ No
6. Has a flow reduction been approved under I5A NCAC 02T ,0114(fl? ❑ Yes ® No
If yes, provide a co of flow reduction a roval letter
7. Summarize wastewater generated by project:
Establishment Tyne (see 02T.0114{f}j
Daily Design Flow °.''
No. of Units
Flow
Townhomes - 2 bedrooms
120 gallday;bedroom
103
24,720 GPD
gaff
GPD
gal/
GPD
gal;'
GPD
gal.-'
GPD
gall
GPD
Total
24,720 GPD
a See 15A NC,At= 02T .01 14 b 01, fo)[Uand feJL2 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. 42_A�4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 24.720 GPD (per 15A NCAC 02T .0114)
i Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewer:
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,126
DIP
8
300
C-900
8
760
SRD-35
�- Section lI & 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)
z Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force MaiRs):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
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)r
Y Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 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):
D 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.
D 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
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
15A NCAC 02T.0305 contains minimum se arations that shall be rovided for
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (verticaly
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water 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
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 see item IX.21
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming ools
10 feet
Final earth grade vertical
36 inches
➢ 15A NCAC 02T.0305 contains alternatives where separations in 02T.0305(f) cannot be achieved.
"Stream classifications can be identified using the Division's NC Surface Water Classifications web 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) ❑ Yes ❑ No ® N: A
D See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
D As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No ❑ N. A
t This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or401 Water Quality Certifications?
Y Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6). directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per I5A NCAC 02T.0402 "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes ®No ❑ N/A
t 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: FTA 04-16 Page 4 of 5
X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Desi n Criteria for the Penn itting of PumpStations
and Force Mains (latest version), and the Graviry Sewer i inimum 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 request is required prior to submittal of the Fast Track Application and supportina documents.
2. Professional Engineer's Certification:
I� Andrew Hodge, PE attest that this application for
(Professional Engineer's 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 sea[ signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1,
(Signature
11/25/2019
s name & title from Application Item 1.3.)
O
ESS
a Q4 ti y
SEAL
21094
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. 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. 1 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 143-2I5.6A 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: � L
FORM: FTA 04-I6 Page 5 of 5
ADAMS& HODGE
ENGINEERINGg PC
December 9, 2019
Ted Cashion
NC DWQ
3800 Barrett Dr
Raleigh, North Carolina 27609
Subject: Village at Parkview 1-16
Town of Clayton
Johnston County
Attached is one original and one copy of a complete Fast Track Application for Gravity Sewers,
Pump Stations, and Force Mains, which includes the following:
l . Complete Fast Track Application for Gravity Sewers, Pump Stations, and Forcemains
(Form FTA 04-16), signed by Engineer & Town
2. $480.00 Check for Application Fee
3. Flow Tracking/Acceptance for Sewer Extension (Form FTSE 04-16)
4. USGS Quad Map showing approximate site location
5. Street Level Map
This application is for an extension of the gravity sewer system of the Town of Clayton to serve
Village at Parkview 1-16. This extension will add approximately 2,1861f of 8" gravity sewer and will
connect to an existing Town of Clayton gravity sewer system. The sewer system will serve 103
townhomes in this proposed subdivision, which is the basis for flow for this project.
If you have any questions or comments, please give me a call at 9I9-763-7278 or
email to donnie@adamsandhoCom/
I .,
Sincerely .���g`j%,'Qr
SEAL r
25469 Donald C. Adams, J1yP t of Environmental Quality
" KC D p
12/09/2019 dry'3�ry 1 `s ue e
DEC -
RaleighRegional Off cc
ADAMS & HODGE ENGINEERING, PC 9 314 East Main Street, Clayton, NC 27520 0 Office: 919-243-1332 . Firm License # C-4187
State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
Dlvislon of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Town of Clayton
Project Name for which flow is being requested: The Villages at Parkview Ph. 1-8 & 9-16
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: Little Creek WRF
b. WWTP Facility Permit M 0025453
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
LCWRF 2.5 + ]oCo 1.4 +
Raleigh 1.0 = 4.9 MGD
0.7680
2.4138
0.02472
3.2065
65.44%
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)
Design
Pump
Average Daily
Approx.
Station
Firm
Flow**
Cwrent Avg.
(Name or
Capacity, *
(Finn / pf),
Daily Flow,
Number)
MGD
MGD
MGD
Clayton-
ti,.,�;.a
2.5056
1.0022
0.2498
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated
Available
MGD
Flow
Capacity***
0.1734
0.4232
0.5790
* 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 Iocated
between the project connection point and the WWTP where the AvaMl3d ihpSi p%t@ental Quality
Downstream Facility Name (Sewer): Sam's Branch DEC _ 9 gnm
Downstream Permit Number: WQ0030569
Page 1 of 6
MeighRegionai office
FTSE 04-16
III. Certification Statement:
I Richard D. Cappola Jr. _ 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 acceptance of this wastewater flow.
Signing
Page 2of6
FTSE 04-16
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is <
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
°o and _MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature
Date
Page 3 of 6
FTSE 10-18
Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Perm_ it_#t: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
C. WWTP facili 's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP. MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement a pretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f Total flow for this s ecific reguest. MGD: Enter the requested flow volume.
g. Total actual and -obligated flows to the facility. MGD Equals [d + e + fj
h. Percent of permitted flow used: Equals [(g 1 c)* I00]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f.=0.015MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 10-18
Section 11
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the Iargest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less than
2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily FIow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
ValleX Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
FTSE 10-18
PlanninE Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section 11 where available capacity is < 0
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated Flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year, and that
c. A funded capital project that will provide the required planned capacity, namely
_ is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten year capital plan contain recommended scone and funding for a capital vroaect entitled
Kaw Creek Pump Station upgrade with funding lanned in July 2014. This proiect is planned to add 0.100 MGD
to the firm capaci1y of the Pump station by October 2015. Inclusion of this proposed ca ital project as a condition
of this Flow Tracking/Acceptance for Sewer Extension Permit Application elevates this project's-priority for
funding and construction to be iml2lemented ahead of the activation of obligated. not yet tributa flows in amounts
that exceed the firm pump station ca acities identified in Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
Page 6 of 6
FTSE 10-18
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