WQ0044580_Application (FTSE)_20230622

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: DO`i (to be completed by DWR)
AH items must hS SqWyJeftd or the application will be returned
I. APPLICANT INFORMATION:
I . Applicant's name: Town of Pine Level (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StatcJCounty ® Municipal ❑ Other
3. Signature authority's name: per 15A NCAC #1ST .010611:1
Title: Jeff Holt, Mayor
4. Applicant's mailing address: PO Box 328 NC Dept of Environmental Quality
City: Pine Level State: NC Zip: -27568
S. Applicant's contact information:JUL 1
Phone number: 919-856-8950 Email Address: [e-mail]
U. PROJECT INFORMATION: Raleigh Regional Office
1. Project name: Cow Stare Meadqws Subdivision
2. Application/Project status: Proposed (New Permit) Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
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. 35,59794` Longitude:-78.35678'
5. Parcel ID (if applicable): 262308-88-5672 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Carlos S. Bag,[ev PE License Number: 41M
Firm: C-4768
Mailing address: 63 Watkins Road
City: Clayton State: ,NC Zip: 27520-
Phone number: 9( 1& 772-1662 Email Address: carlosQfreedomfumnc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional WWTF Permit Number: NPSE NC0030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCSD0012
2. Downstream (Receiving) Sewer Information: ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable):
Owner Name(s):
FORM: FTA 06-21 Pagel 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 ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Dcvelo er's Operational AiLteement I FORM,. DEVbeen attached?
❑ Yes [:]No ®NIA
3. If the Applicant is a Home/Property Owners' Association, has an ff A/POA 0p_gratlondLl Axreemcnt (FORk7_ HOA) and
supplementary documentation as required by 15A NCAC 02T.01 15(c) been attached?
❑ Yes ® No ❑ NiA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School I preschool / day care ❑ Medical i dental I veterinary facilities ❑ Swimming Pool/clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses + offices f factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 1QQ°f9 Domestic _ % Commercial _ . o Industrial e .8.2T .010�120})
If Industrial, is there a Pretreatment Program in effect? ❑ Yes[] No
6. Hasa flow reduction been approved under 15A NC..AC 02T _01 14t?1? Oyes []No
➢ If yes, provide a coRy of flow red c l n approval ester with this s
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow
No. of Units
Flow
Residential (4 bedroom)
480 gal/day
46
22,080 GPD
gall
GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
TvtaJ
22,080 GPD
a See l5A N_ C AC 02T A 1 14(b), [dl,. te11 J }and (v 2 F 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. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 1:5 N('A(' 01;J ,) I J 4] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: 22,080 GPD (per 15A NCAC_02T .0114)
➢ 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 .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 2,562 SDR35
➢ Section H & HI 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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC(Pump SratiortsiForce Main. :
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
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 head (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. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with .j A +CAC 02T .00W(1):
❑ Standby power source or ❑ 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 I SA 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(f)):
1. Does the project comply with all separations/alternatives found in 15,E NQAi< -Q39M & f a1'' ® Yes ❑ No
15A NCAC 02T.0305 contains minimum se arations that shall be provided for sewers stems•
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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 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 DC2)
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 027.0305(t) gr W, see Section X.1 of this application
*.1 5 A N'CA(' 02T.0305ig) contains alternatives where separations in 02T-0305M 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 tit_' SUrface Wate- C 18SSLfica1]QJJy u_eb aZC
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ MA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule,
3. Does the project comply with separation requirements for wetlands? ® Yes []No ❑ NIA
➢ Please provide supplementary information 'identifying the areas of non-conformance.
➢ Seethe Division's se - r;uikirn rk�l 4rrrnai:ls 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: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin riles per 15A NCAC 02H .0,-001 ® Yes ❑ No
➢ This includes Trout Buffered Streams per 15_'4 `tiCAC. 2B.02i12
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with l gl. {�A ' QJ1.G 105tc i (t) (additional permits/certifications)? ® Yes [--]No
Per 15A N('AC- 02T.0105i cX61. directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15 A NQAC 02T-040'-2, "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 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NC02T, the Mittunum L) ritena for The Permrttin of_Pump Stations
and Force Mains_ test version]_ and the G1�vis� Sewer Minimum Desln Crittpi tlatest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Altemative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the reguest will be issued
concurrentli_with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For proiects requiring two or more variances or where the variance is determined b ' the Division to be a
si nificant portion of the project, the full technical review is required.
2. Professional Engineer`s Certification;
I,~_� , attest that this application for 6 o v r) �' I 5J 4` o r e. M_e . d o v✓S
(Professional Fogineer's name from Application Item 111.1.) (Project Name from Application Item If, l )
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,
Minimum Design Criteria forGravit} Sewers tlatest version?, and the Minimum Desicn.Critena for. the Fast -Track Permitting
of Pumjg. Stations and Force Mains tlatest ygrs:ion}. 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 143-215.6B, 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 wel I as civil penalties up so $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant`s Certification per 15A NCAC 02'F .0106(b):
Not] if t I I I I I t 111J
41
9
IN'
gP,,,��''
I, Se-(4- 1+* 1 T , attest that this application for C 0 i h4-f r 5 i—o t-C ikA-<4:L4 o 64,5
(Signature Authority Name from Application Item 1.3.) (Proicet Name from Applicatic. It-m 11.I)
attest that this application has been reN iewed 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 docum,•nlation
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 or 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 1.43-215.6A 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 foie not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: �a2 Date: v r Z 3
FORM. FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewei xteiiiion Applications
(FTSE 10-18)
Entity Requesting Allocation; Pine Level
Project Name for which flow is being requested: Country Meadows Store Subdivision
More than one FTSE maybe required for a single project !f the owirer of lire WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County Regional Wastewater Facility
b. WWTP Facility Permit #: NCO030716
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
A►1 flows are in MGD
9.5
2.0128
5.507
0.02208 --
7.5415
58% actual, 79% wlpaper
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:
(A)
(8)
(C) (D)=(B+C)
(E)-(A-ID)
Design
Obligated,
Pump Pump
Average
Approx.
Not Yet Total Current
Station Station
Firm Daily Flow**
Current
Tributary Flow Plus
(Name or Permit
Capacity, * (Firm / p#),
Avg. Daily
Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
Pine
T -,-I 42434M _
0.5040 0.2016
0.1778
0.7932 0.2264
(0.0555)
Buffalo
_ -1 40380
6.9120 2.7648
2.2828
0.2582 2.5410
0.2339
* 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): Pine Level WWPS
Downstream Permit Number: WQ042434
Page 1 of 6
FTSE 10-18

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

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
39 % and 0.07932 MGD of the Available Capacity (E) in Pump Station
Pine Level ;and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.02 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Pine Level FM Upgrade _ is in design or under construction with
planned completion in August 2023 ; andlor
d. The following applies:
The upgrade to the Pine Level FM will allow the Pine Level WWPS to pump at 700GPM.
This will double the permitted capacity of the station to 403,200jgpd.
This project will not send flow to the Pine Level W WPS before the forcemain project is
expected to be complete (WQ0042434). The project is under construction and
nearing completion.
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.
C_
Signing Official Signature
Page 3 of 6
FTSE 10-18

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Sectioa I
a. WWTP _Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #- Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge pen -nit.
d. EstiMated obliggled flow no t yet 'but to theWWTP MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system_ Flows allocated through interiocal
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. WAN PTacilily's actual avg. f gw, MGD: Previous 12 month average.
f. To al w fQr IW§ specificreguest. MGD: Enter the requested flow volume.
g. Total actual and obligated flows W the facility, MGD Equals [d + e - f]
h. Percent gf 2=itted flgw used: Equals [(g! c)* 100]
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 MOD.
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. = 0.015 MOD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MOD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MOD
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 II
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 largest 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)
Design
Firm Average
Pump Station Capacity Daily Flow
(Name or Number) MGD (Firm / pf)
(B)
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow PIus
Daily Flow,
Daily Flow,
Obligated Available
MGD
MGD
Flow Capacity*
Kaw Creek PS 0.800 0.320 0.252 0.080 0.332 -0.012
Valley Road PS 1.895
0.758 0.472
Page 5 of b
0.135 0.507 0.151
FTSE 10-18

Plannine Asiessment Ad a dum Instructions
Submit a planning assessment addendum for each pump station listed in Section II 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 0.0 1 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
completion in
is in design or under construction with planned
;and/or
d. The following applies:
The master plan and ten year cUital Rlan c d c r a i r ect entitled
w n s Droi1QLiLplgnned
to thg fim Q=city gf themop atation hy Octgber 2 s i3roposed owitalt'
of this Flow r t'
funding and con§truction to br, implamentrd abead of the aclivation doblizated.t ycl tr!bW= flQws in amounts
that exceed fire firm puma station capacities identified in ection 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
fiTSE 10-18

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7731I40 E

LETTER OF TRANSMITTAL
NC Dept of Environmental Quality
JUL 13 2G2]
Raleigh Regional Office
To: Fast Track Sewer
From: Carlos S. Bagley, P.E.
[e-mail]
Company: Raleigh Regional Office
Date: Wednesday, July 12, 2023
Water Quality Section
Address:
RE: Country Store Meadows Subdivision
3800 Barrett Drive
Raleigh, North Carolina 27609
URGENT ❑ Reply ASAP Please Comment 0 Please Review [:]For Your Information
COPIES
DATE
NO.
DESCRIPTION
1
Form FTA 06-21
1
Narrative
1
USGS Ma
1
FTSE 04-16
Comments:
63 Watkins Road ■ Clayton, NC 27520 s Office: [phone] a carlos0freedomfirmpc.com

June 19, 2023
To: Raleigh Regional Office
Water Quality Regional Operations
3800 Barrett Drive
Raleigh, NC 27609
Sub: Country Store Meadows Subdivision PIN 262308-88-5672
To whom it may concern,
The proposed project consists of constructing a new single family residential subdivision (46 lots), located
at the corner of Country Store Road and Hwy 70A, in Pine Level, North Carolina. The parcel is
approximately 36.91 acres and drains to an unnamed tributary to Moccasin Creek. The proposed will be
served with water and sewer via The Town of Pine Level. The sewer will tie into an existing gravity line.
Sincerely,
Carlos S. Bagley, PE
63 Watkins Road 0 Clayton, NC 27SO * Office: [phone] [e-mail]

NC Dept of Env iroil nental {duality
JUN 2 2 ?Cj?3
Raleigh Re#Ttonal Office
JOHNSTON COUNTY DEPARTMENT OF PUBLIC UTILITIES
WATER DISTRIBUTION, WASTEWATER COLLECTION,
AND RECLAIMED WATER
DESIGN AND CONSTRUCTION STANDARDS
Revised December 2014