WQ0044759_Application (FTSE)_20231003

State of Noa•th Carolina
Department of Environmental Quality
Division of Water Resources
-:, Fz EAST TRACK SEWER SYSTEM EXTENSION APPLICATION
DIvlslon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number:W00.6 TS7(to berug„plctcdb} [)turf)
All items must be completed or the application will he returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Pine Lcvcl (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ Gencral Partnership ❑ Privately -Owned Public Utility
❑ federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Dustin Korne�,,av per 15A NCAC 02T 0106 j
Title: Town Administrator
4. Applicant's mailing address: PO Box 328
City: Pine Level State: NC Zip: 27568-
5. Applicant's contact information:
Phone number: (919) 965-228.1 Email Address:
II. PROJECT INFORMATION:
I. Project name: Emily Gardens — Phase 1
2. Application/Project status: ® Proposed (Ne1v Permit) ❑ Existing Permit/Project
if a modification, provide the existing permit rramber: WQOO _ 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: 35.51659` kmgitude:-78.25091
5. Parcel ID (if applicable): 262414-33-7734 (or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
I. Professional Engineer: J. Michael Stocks 'License Number: 19843
Firth: Stocks Eneineerine. PA
Mailing address: PO Box 1 103
City: Nashville State: NC 'Lip: 27856-
Phone number: M) 459-8196 Lrmail Address: mstocks,(@stocksengineerinQ.corrr
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional Wastewater Facility Permit Number: NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
f. Permit Number(s):
2. Downstream (Receiving) Sewer Information: 12 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCSD0012
Owner Natne(s): Town of Pine Level
17ORM: FfA 06-21 Pace I of 5

V1. GENERAL REQUIREMENTS
I. 1 f the Applicant is a Privately -Owned Public Utility, has a Cei'lificate 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 Deyeloper's OgeralioogI Ayjecment- EQ-1_M; D1V been attached"
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an 1-I0ATOA Operational Agreement (FORM: HOAj and
supplementary dOCUmefitation as required by I5A NCAC 02T.01 15(c) been attached?
❑ Yes ❑ No ® N/A
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 / preschool 1 day care ❑ 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)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A Nt'A-0O21'_.0103001)
If Industrial; is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114( ? ❑ Yes ® No
If ves. provide a copv of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ;"4
No. of Units
Flom
Single Family Residential
360gal/day
92
33,120 GPD
gal/
GPD
(=ai/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
33,120 GPD
a See 15A NCAC 027' _0114(b). Id). (e)t band (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. 42A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC 02'1`.01 14] shall
be determined using available flovtiF data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 33120 GPD (per 15A NCAC 021' .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 subsequetrt permits that connect to this line.
Please provide supplementary information indicating the approximate tinieframe for permitting upstream sewers with flow.
❑ Flom' has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of ezistin_ sewers with no new flow expected
❑ Other (Explain):
FOMM: FTA 06-21 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T.0305 & MDC fGravity Scisers4:
€. Surnrtarize gravity sewer to be per'millcd:
Size (inches) Length (feet) Material
T. 3,220 PVC
Section 11 & 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 t•equirements is not allowed and a violation of the MDC
fill. PUMP STATION DESIGN CRITERIA if Applicable) 02T .0305 & MDC (PumE).5tations/Foreg Mains):
PROVIDE A SEPARATE COPY Of THIS PAGE FOR I ACH PUMP STATION INCLUDED IN 'fH1S PROJGCf
1. Pump station number or name:
_�. Approximate t,00rdhtates {Decimal Degrees): latitude: Longitude: -
;. 'Total number of pumps at the pump station:
3. Design flow of the pump station: millions ;allons per day (fit•tn capacity)
This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) pet pump(s): gallons per minute (GPM) at feet total dynamic head ( I'DFI)
5. Summarize the force wa`n 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
€vIDCPSFfvl Section 2.01C. Lb, ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with I5 NSAC 02T .0305itiA !,):
❑ Standby power source or ❑ Standby pump
% Must have automatic activation and telemetry - I SA NCAC 021'.0305(h)(1)(B)t
Required for all pump stations with an average daily now greater than or equal to 15,000 gallons per day
% Must be pertnaneut to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(Cy
❑ Portable power sotu•ce with manual activation, quick connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Y Include documentation that the portable source is owned or contracted by the applicant and is compatible with the
station.
FORN,I: F I A 06-21 Page 3 of 5

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 timeirames, shall be
provided as part of this permit application in the case of a multiple station power outage.
FORM: Fl A 06-21 Pace 4 of 5

IX. SETBACKS & SEPARATIONS — (0213 ,0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (&)? ® Yes [—]No
15A NCAC 021'.0305(t) contains minimum se aralions 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 IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WI_
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 _20 T.0705 or see Section X. I of this application
*15A MCA . 021 1.0305W contains alternatives where separations in 021'.0305(f) 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 NC Surface Water Classifications w a e
2. Does this project comply with die minimum separation requirements for water mains? ® Yes ❑ No ❑ N.'A
:- 1f 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 ❑ NA
Please provide supplementary information identifying the areas of non-conformance.
See the Division's draft se aration requirements 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 Stare buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per I SA NCAC 02B .0200? ® Yes ❑ No
This includes Trout Buffered Streams per 15A NCAC 213.0202
5. Does the project require coverage/authorization under a 404 Nationwide?individual permits ❑ Yes ® No
or 401 Water Quality Certifications?
r^ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 0«T.01105(e)(b) (additional permits certifications)? ® Yes ❑ No
Per 15ANCAC 02T,0105(c)(6), 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, stornwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "It igh-priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "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 priorit) 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 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC_021'. the Minimum Design CriIgria_for the Permittinv of Pump Stations
and Force Mains (latest yersiorj), and the Gravity Sewer Minimum Design Criteria latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance.Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the a roval of the permit, and proicets requiring a %ariance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be
a sienificant portion of the project, the full technical review is required.
Professional Engineer's Certification:
1, -.5-• A/!.e64W , attest that this application for Ed4o ��/ 6*eo&J5 S e-
(Professional Engineer's name from Application Item 111 1.) (Project 1('ame from Application heat 11 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,
Mininitun Design._ Criteria for Gravity Se►viers_(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 tine not to exceed $10,000, as well as civil penalties up to $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 �s�>»�+ttt►ire
YA CAgO+��'�.
{ FESS/0 %
SEAL r
c
19843
EL
3. Applicant's Certification per 15A NCAC 02`f .0106(b): �1#«tttI1110%
[, ,/ �( , attest that this application for rho {.%Gtda( S
tS �na;ur. Authority Name from A tics on hem 13.) (11roj t Name from Application Item Il.l )
attest that this application 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 rton-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. 1 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 1437215.613, 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 S 10,000 as well as civil penalties up to S25,000 per violation.
Signature: Da1c:
FORM: I I -A 06-21 Page 6 of 5

NC Dept of F nvirotrmetttal Quality
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Raleigh ReW1 " , . ,
A4 i� l llug for Sewer Extension Applications
(FTSF, 10-18)
Entity Regvesting Allocation: Town of Pine Level
Project Name for which flow is being requested: Emily Gardens - Phase 1
Mare than one F SE may he required fora single project if the oivner of the JJIJV7T is trot responnslble for all puonp
stations along the route of the proposed wastewaterJlow.
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 #: NC0030716
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
Atl flows are in MGD
9.5
2.0349
5,507
0.03312
7.5746
79% (with paper flow)
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C) (D)—(B+C)
(G)=(A-D)
Design
Obligated,
Pump Putnp
Average
Approx.
Not Yet 'Total Current
Station Station
Firm Daily Flow"
Current
Tributary Flow Plus
(Name or Permit
Capacity, * (Firm / pf),
Avg. Daily
Daily Flow, Obligated
Available
Number) No.
MGD MGD
Flow, MGD
MGD Flow
Capacity***
Pine
r ..1 42434
0.504 0,2016
0.1178
0.1124 0.2902
(0.0886)
Buffalo
40380
6.9120 2.7648
2.2828
0.2913 2.5741
0.1907
* 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: W00042434
Page 1 of 6
1'TSE 10-18

III. Certification Statement:
I Chandra C. Farmer, P.E.— certify to the best of my luiowledge 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 O fend Signature
Yle afSign ing fTfficial
Page 2 of 6
PTSC 14-18

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section If where Available Capacity is
0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet'l-ributary Daily flow (C) accounts for
56 % and 0.1 124 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 ; and/or
d. The following applies:
'fhe 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 403,200pd.
Phis ro'ect will not send flow to the Pine Level W WPS before the forcemain project is
expected to be complete (W?0042434). The projecl 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.
lr
S.gning 0�' 1 Signature
Page 3 of 6
FTS C 10-18

114l, UCpt OI CnvlronZTtlAjiaE Qu4ti ,
State of North Carolina
Department of Environmental Quality
DWR
Raleigh Regicl'tlal Office Division of Water Resources
Division of Water Resources flow Tracking for Sewer Extension Applications
(FTSI? 10-18)
Entity Requesting Allocation: Town of Pine Level
Project Name for which flow is being requested: Emily Gardens - Phase 1
Afore than one FTSF. nnay 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 ivasteivater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Central Johnston County Regional Watewater Facility
b. WWTP facility Permit #: NCO030716
A11 flo►vs are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.0349
e. WWTP facility's actual avg. flow 5.507
f. Total flow for this specific request 0.033120
g. Total actual and obligated flows to the facility 7.5746
h. Percent of permitted flow used 79%
I1. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)—(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current 'Tributary Flow Plus
(Name or Permit Capacity, * (Firm po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
Y 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: WQ0042434
Page 1 of 6
FTSE 10-18

` M. Certification Statement:
I certify to the best of my knowledge that the addition of
the volume of wastewater t lerrnitted in this project has been evaluated along the route to the receiving
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 11 plus all attached planning assessment addendurns 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.
Stglsing Official Signature Dote
I� r
Title of Siglling Official
Page 2 of 6
FTSE 10-18

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NC Dept of Environmental Quality
Sewer Project Narrative
For
Emily Gardens — Phase 1 Raleigh Regional Office
The Emily Gardens Subdivision in Pine Level is a residential development that consists
of 92 lots. The wastewater generated by this residential area was calculated using the
NCAC 021daily flow of 120 gal/day per bedroom. There are 3 bedrooms per lot
bringing the daily [low for the project to be 33,120 GPD. It will consist of 100%
domestic flow. The sewer system will be constructed of approximately 3,220 LF of fl-
inch SDR-35 PVC gravity sewer line. 'lie flows from this project will go into the Pine
Level Gravity Sewer System which then enters the Johnston County pump station "Pine
Level" under permit 42434 and continue to be treated by the wastewater treatment plant
facility "Central Johnston County Regional Wastewater Facility" (Permit # NC
0030716). The permitted flow for the WWTF is 9.5 MGD and after the allocation of the
Emily Gardens' flow the W WTF will operate at 79% of its total capacity.

NC Dept of r=nvir07.,7ental Quality
LErI" 1'ER OF TRANSMIr rA.L
Stocks Engineering, PA
PO Box 1108 �atei f
J. Michael Stocks, PE Nashville, NC 27856 �t~
252.903.6891 252.459.8196 252.382.00
To: Ted Cashion
NCDEQ-DWQ
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Phone: [phone] Overnight Na
Y s
We are sending you the following:
Job No.
2019-074
Job Name:
Emily Garden's — Phase 1
Pine Level, NC.
ate:
8-18-23
ent By:
r
Ethan Averette
❑ EC Plans ❑ Prints/Plans ❑ Construction Plat ❑ Site Plan Drawings ❑ Computer Disk
❑ Contracts x Permit Applications ❑ Site Work Calcuations ❑
These are transmitted as checked below:
x For Approval iO As Discussed ❑ For Your File ❑ As Requested ❑ For Your Use
❑ For Review and Comment © For Your Signature, then return to
Copies Date Description
2 8/18/23 Fast Track Sewer Application
2
8/18/23
Flow Tracking/Acceptance for Sewer Extension Applications — Johnston County
Flow Tracking/Acceptance for Sewer Extension Applications — Pine Level
USGS Map with location of site shown
Street Map of Surrounding Area
Sewer Project Narrative
Permit Fee Check
2
8/18/23
2
2
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8/18/23
2
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1
8/18/23
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