WQ0044856_Application (FTSE)_20231214

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resourtes FTA 06-21 &SUPPORTING DOCUMENTATION
IKIP
Application Number:y'' Q u 044 u'_' M be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: Town of Four Oaks(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: Barry Stanley per 15A NC'A( 02T.0I06(b)
Title: Public Works Director
4. Applicant's mailing address:PO Box 610
City: Four Oaks State:NC Zip:27524-
5. Applicant's contact information:
Phone number:[phone] Email Address:fofdcarl(agmail.com
11. PROJECT INFORMATION:
I. Project name:Mayes Farm Apartments
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: 35.447984 Longitude:-78,416154
5. Parcel ID(if applicable): 08111013 (or Parcel ID to closest downstream sewer)
Ili. CONSULTANT INFORMATION:
l. Professional Engineer:Brian Burchett License Number:24501
Firm: Sambatek
Mailing address: 8312 Creedmoor Rd
City: Raleigh State:NC Zip:27613-__
Phone number:[phone] Email Address:bburchett a.sambatek.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
I. Facility Name:Central Johnston County Regional W WTP Permit Number:NC 0030711
Owner Name:Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0019649Mod
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity C Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCSD0013
Owner Name(s):Town of Four Oaks
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
l. 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: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA POA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(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/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 NCAC 02T.0103(20►)
If Industrial,is there a Pretreatment Program in effect?❑Yes No
6. Has a flow reduction been approved under 15A NCAC 02T .O1 14(f)? ❑Yes ®No
If Yes,provide a coov of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a.n No.of Units Flow
2-bedroom units 150 gal/day 24 3,600 GPD
3-bedroom units 225 gal/day 24 5,400 GPD
1-bedroom units 75 gal/day 12 900 GPD
gal/ GPD
gal/ GPD
gal/ GPD
Tota! 9,900 GPD
a See 15A NCAC 02T .01 14(4 (d), (e)(I)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. 42A-4).
b Per 15A NCAC 02T.0114(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:9,900 GPD(per 15A NCAC 02T .0114)
:w 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
8 367 PVC SDR 35
6 777 PVC SDR 35
➢ 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)
Y Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
l. 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 2.0 IC.l.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T 03051hx 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
Y 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 15A 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:
Y 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 15A NCAC 02T.0305(f)&(a)? ®Yes [-]No
15A NCAC 02T.0305 contains minimum separations 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-1 waters of Class I or
Class II 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 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 02T.0305(f)or NA see Section X.I of this application
*15A NCAC 02T.0305(g)contains alternatives where separations in 02T.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 webpaQe
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑N'A
➢ 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 ❑N A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation 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 State buffer rules? ®Yes Basin name:Neuse River Basin ❑No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
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 ISA NCAC 02T.0105(c}(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 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, stormwater management plans,etc.).
7. Does this project include any sewer collection lines that are deemed"high-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 priority lines shall be inspected by the permitee 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:
l. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains(latest version),and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
®Yes ❑No
If no, 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 approval of the permit and projects reguirine a variance approval may be subject to Ionizer
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.
2. Professional Engineer's Certification:
1, Brian Burchett ,attest that this application for_Mayes Farm Apartments
(Professional Engineer's name from Application Item III.I.) (Project Name from Application Item 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,
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Design Criteria for the Fast-Track Permitting
of Pump Stations and Force Mains(latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, 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.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:
/ y
IZ �
tA �3=
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, 8 AR- L y attest that this application for
(Signature AtIthority Name from jWplication Item 1.3.) (Proj ct Name from Application Item 11.1) i
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 non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — 1n accordance with General Statutes 143-215.6A and 143-2I5.6B, 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: J� Date: d�� 0 ` '
1013
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracldng for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Four Oaks
Project Name for which flow is being requested: Mayes Farm Apartments
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all primp
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: CJCRWWTF
b. WWTP Facility Permit#: NCO030716
All flows are in MGD
c. WWTP facility's permitted flow 9.5
d. Estimated obligated flow not yet tributary to the WWTP 2.0868
e. WWTP facility's actual avg. flow 5.507
f. Total flow for this specific request 0.0099
g. Total actual and obligated flows to the facility 7.6033
h. Percent of permitted flow used 58% actual, 80% w/paper
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) (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/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
Four future mod 0.7488* 0.4592wEQ 0.4209^
n.,i>� i o�na 0.09454 0.1366 0.3226
Holt 23632 mod 1.008* 0.4032 0.1062^
r 0.09454 0.2007 0.2025
„ir
Neuse future mod 1.152* 0.460 0.1483^ 0.09454 0.2428 0.2180
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): Four Oaks WWPS
Downstream Permit Number: 19649 Mod
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.
All 60n,IN-- ? U k�
Signing Official Signature Date
Title of Signing Official
Page 2 of 6
FTSE 10-18

PLANNING ASSESSMENT ADDENDUM(PAA)
Submit a planning assessment addendum for each pump station listed in Section II 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
% 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:
Please see the attached Planning Assessment dated October 24, 2023.
No flow will be accepted by the County until improvements are complete.
The flow tracking presented assumes all projects are complete.
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- a Lo
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

Planning Assessment — Town of Four Oaks flow to Johnston County —
October 24, 2023
Currently the Johnston County Four Oaks WWPS pumps to the Town of Benson. Wastewater
is received by the Town under an inter-local agreement between the Town of Benson and
Johnston County.
Benson can no longer receive the full amount of wastewater allocated in the current agreement.
Currently the County sends all of the wastewater received at the Four Oaks WWPS to the Town
of Benson. Benson's WWTP discharges to the impaired Hannah Creek. Because of the
impairment, the Town has not been able to increase the plant's NPDES permit to the full design
capacity of the facility.
A new agreement is being developed with the Town of Benson to set a sustainable amount of
flow that can be received by the Town (Draft Agreement includes 200,000 gpd). Any additional
flow will be sent to the Central Johnston County Regional WWTF (CJCRWWTF).
• Four Oaks has a current allocation with the County of 384,455 gpd.
• The average daily flow from the Town of Four Oaks over the past two years is 242,088
gpd. They were dry years.
• The Town has 84,641 gpd of flow permitted, but not yet tributary to the system.
The County has devised a plan to handle the current and future flow from the Town of Four
Oaks. The plan includes upgrading the Four Oaks WWPS to send flow to the Town of Benson
and the CJCRWWTF simultaneously. Along the path to the CJCRWWTF, the Holt Lake WWPS
and the downstream FM be upgraded. The Neuse River WWPS will also need to be replaced.
The upgrades to the Four Oaks will allow the County to send 360 GPM to the Town of Benson
and 520 GPM to the CJCRWWTF simultaneously and better utilize the equalization on site. A
permit for this project is under review by DEQ. The project is planned to start construction in
early 2024 and be completed in 2025.
The upgrade to the Holt Lake WWPS will modify the existing wetwell to accommodate 700 gpm
pumps and a new generator on-site. In addition, 4,500 If of 8" FM along an existing easement
to the gravity system that drains to the Neuse River WWPS. This project is currently under
construction and will be completed in 2024. Until the upgrades are complete the station is
limited to 300 gpm or a permitted capacity of 172,800 gpd.
The existing Neuse River WWPS is precariously located close to the bridge over the Neuse
River on US 301. The station is almost completly surrounded by water during flood events, and
the station is in need of major repairs. In addition, a NC DOT bridge replacement project will
make safe access to the site limited. A replacement station with a capacity of 800 gpm is
planned outside of the floodplain. This project is in the final stages of design and will be

completed in 2025/2026. Until the new station is complete, the Neuse River WWPS is limited to
347 gpm or 200,000 gpd.
The flow tracking presented shows the future second path to the CJCRWWTF for flow from the
Four Oaks WWPS. The excess existing flow (42,088gpd) and all of the permitted but not yet
tributary flow currently allocated are included in the numbers presented.
No new flow from the Four Oaks Industrial Park will be accepted until the projects are complete.

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Town of Four Oaks
Project Name for which flow is being requested: Mayes Farm Apartments
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for al!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:
b. WWTP Facility Permit#:
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
t: Total flow for this specific request 0.0144
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
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) (B) (C) (D)-(B+C) (E)-(A-D)
Design
Average Approx. Obligated, Total
Pump Daily Current Not Yet Current
Pump Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm!pfl, Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
fl9SOM)AustinAcres Unknown 0.2808 0.1123 0.0368 0.0144 0.0512 0.0611
* 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
(pi) 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): Four Oaks Collection System
Downstream Permit Number: WQCS-DO013
Page 1 of 6
FTSE 10-18

0
III. Certification Statement:
I BARQ y STA_iut-ate certify to the best of my knowledge that the addition of
the volume of wastewater t e 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 ignature Date
Title of Signing Official
Page 2 of 6
FTSE 10-18

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Project Narrative
The proposed Mayes Farm Apartments project is located approximately 0.51 miles (NE)from the
intersection of Keen Road and E. Wellons Street in the Town of Four Oaks, North Carolina.The site is
9.62 acres and is bounded by US Highway 301 on the north side. The property coordinates are 35'26'
56.8" N; 78°24'S8.5"W.The existing site is a vacant wooded lot with several abandoned homes and
out structures that are to be demolished and removed.
Three apartment buildings, a club house, and associated parking are proposed to be constructed with
the development of this site. Twelve (12) 1-bedroom,twenty-four(24)2-bedroom and twenty-four(24)
3-bedroom units will be provided for a total of 60 residential units. Utilities will be served by the Town
of Four Oaks.
An existing 8"sanitary sewer line runs parallel to US Highway 301. A proposed 8" sanitary sewer line
from the project site will connect to the existing line. A lift station will not be required as there is
sufficient depth and slope. Onsite sanitary sewer lines are min. 6" diameter to comply with DWR design
criteria,
There are no existing sanitary sewer permits for this site. A new permit is being requested.

�A�q
ROY COOPER
cavernor
ELIZABETH S.BISER
Serrrraty ar m
DOUGLAS R.ANSEL NORTH CAROLINA
lnrerim Oftecra Environmental Quality
July 25, 2023
LETTER OF APPROVAL
Mayes Farm, LP
ATTN: Frankie W Pendergraph
3924 Browning Place, Suite 1
Raleigh, NC 27609-6509
RE: Project Name: Mayes Farm Apartments
Acres Approved: 4.19
Project ID: JOHNS-2023-037
County: Johnston
City: Four Oaks
Address: HWY 301
River Basin: Neuse
Stream Classification: Other
Submitted By: Sambatek PC NC; ATTN: Brian Soltz
Date Received by LQS: July 24, 2023
Plan Type: New/Residential/Express
Dear Mr. Pendergraph:
This office has reviewed the subject erosion and sedimentation control plan. We find the
plan to be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of
Approval must be posted at the job site. This plan shall expire three(3)years following the
date of approval, if no land disturbing activity has been undertaken, as is required by Title
15A NCAC 413 .0129.
As of April 1, 2019, all new construction activities are required to complete and submit an
electronic Notice of Intent(eNOI) form requesting a Certificate of Coverage (COC) under
the NCG010000 Construction General Permit. After the form is reviewed and found to be
complete,you will receive a link with payment instructions for the$100 annual permit fee.
After the fee is processed, you will receive the COC via email. As the Financially
Responsible Party shown on the FRO form submitted for this project, you MUST obtain
the COC prior to commencement of any land disturbing activity. The cNOI form may be
accessed at deq.nc.gov/NCG0L Please direct questions about the eNOI form to the
Stormwater Program staff in the Raleigh central office. If the owner/operator of this
project changes in the future, the new responsible party must obtain a new COC.
D Q
�� North Carolipw Department of rnvironmrntul Quality Division of Energy.Mineral and 1 and Rrsourr eti
_ �/ Ralelyh Rryional Office IWK Mail Service Center MO Barrett Drive ! Ralrlyh.North Carolina 27bOr

r Letter of Approval
Mayes Farm, LP
July 25, 2023
Page 2 of 2
Title 15A NCAC 413 .0118(a) and the NCG01 permit require that the following
documentation be kept on file at the job site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCGO1 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. I I3A-61.1(a) of our right of periodic
inspection to ensure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control
plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of
1973 (North Carolina General Statute 113A-51 through 66), this office may require
revisions to the plan and implementation of the revisions to ensure compliance with the
Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal
and State water quality laws, regulations, and rules. In addition, local city or county
ordinances or rules may also apply to this land-disturbing activity. This approval does not
supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided
in the Financial Responsibility Form, which you provided. You are requested to file an
amended form if there is any change in the information included on the form. In addition,
it would be helpful if you notify this office of the proposed starting date for this project.
Your cooperation is appreciated.
Sincerely,
0 V
Dylan Reinhardt
Assistant Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
NPDES NCGOI Fact Sheet
cc: Regional Office file
Sambatek PC NC; ATTN: Brian Soltz [electronic]
North Carolina Department of Environmental Quality Division of Energy,Mineral and Land Resources
Raleigh Regional Office 1628 Mail Service Center 3800 Barrett Drive Raleigh.North Carolina 27609
o�O t.«wwr awn\ /� 914 791,4200

November S, 2023
Wastewater Branch
Water Quality Permitting Section
Division of Water Resources
1617 Mail Service Center
Raleigh,NC 27699-1617
Subject: Delegation of Signature Authority
TOWN OF FOUR OAKS
NPDES Permit Number NC0351035
To Whom It May Concern:
By notice of this letter, I hereby delegate signatory authority to each of the following individuals for all
permit applications, discharge monitoring reports, and other information relating to the operations at
the subject facility as required by all applicable federal, state, and local environmental agencies
specifically with the requirements for signatory authority as specified in 15A NCAC 213.0506.
Individual#1 Individual #2 (if applicable)
Name: Charles 'Barry" Stanley
Title: Public Works Director
Mailing Address: Po Box 610
Four Oaks,NC 27524
Physical Address: 304 N. Main St.
(f different) Four Oaks,NC 27524
Email Address: [e-mail]
Office Phone: 919 - 963 - 3112 - -
Mobile Phone: 919 -291 - 9346 - -
If you have any questions regarding this letter, please feel free to contact me at [e-mail]
or(919)625-4625.
Sincerely,
Vic Medlin
Mayor
Po Box 610
Four Oaks,Ne 27524
[e-mail]
919-625-4625
cc: Raleigh Regional Office, Water Quality Permitting Section

NC Dept of Envirurtmeiilal QtJality
40) COMMERCIAL OCT 2 5 2023
SITE DESIGN i e=Ralei 'a Ronall 0i ice
ASambatekCompa�ry g �,
TRANSMITTAL COVER SHEET
TO: C:
Vanessa Manuel,Supervisor
NCDEQ-Water Quality Section
3800 Barrett Drive
Raleigh,NC 27609
[phone]
SENDER: PROJECT NAME:
Brian Soltz Mayes Farm Apartments Four Oaks,NC
DATE: PROJECT NUMBER:
10/24/2023 PEN 2201
0 OVERNIGHT ❑REGULAR MAIL ❑HAND DELIVER ❑HOLD FOR PICK-UP
COPIES DATE DESCRIPTION
1 I I Check in the amount of$600
NOTES/COMMENTS:
Vanessa, I
Please destroy check in the amount of$480 dated 10h] ,check number !
oo'�-
Please let me know if you need anything further to uvriate the review and approval.
Brian Soltz,AICP
bsoltz@s,ambatek.com

NC Dept of Envirojit,ie,�tal Quality
OCT 2 4 2023
COMMERCIAL Raleigh Reg i0t�a10�icc
SITE DESIGN
A Sambatek C&V"
TRANSMITTAL COVER SHEET
TO: c:
Vanessa Manuel,Supervisor
NCDEQ Water Quality Section
3800 Barrett Drive
Raleigh,NC 27609
[phone]
SENDER: ROIECT NAME:
Brian Soltz Mayes Farm Apartments-Four Oaks,NC
DATE: ROIECT NUMBER.
10/23/2023 PEN-2201
O OVERNIGHT 0 REGULAR MAIL 0 HAND DELIVER 0 HOLD FOR PICK-UP
COPIES DATE DESCRIPTION
1 Check in the amount of$480
1 NCDWR Sewer Application Fast Track—original and copy
1 NCDWR Sewer Flow Tracking Form—original and copy
NOTES/COMMENTS?
Vanessa,
Please let me know if you need anything further to initiate the review and approval.
Brian Soltz, AICP
[e-mail]

After reviewing the Fast Track Sewer System Extension Application for Mayes Farm Apartments,
additional information is required in order to further process the application. Please provide the
following information by December 2,2023 and note that the requested information must be
submitted within 30 days of this request,or the applicant will be required to submit a new application
and application fee in accordance with 15A NCAC 02T.0107.
1. While reviewing the permit, I noticed that Barry Stanley is listed as the Public Works Director
with the Town of Four Oaks, however, our records do not indicate that Barry Stanley has
Signatory Authority for the Town of Four Oaks. Please submit the Delegation of Signatory
Authority form to the address provided on the form so that we can ensure that Barry has the
authority to sign the submitted Fast Track Application (FTA)and the Flow Tracking for Sewer
Extension Application (FTSE), please also email me a copy of the signed form so that I can attach
it to this application while NCDEQ is processing the form.
Forms and Reports I NC DEQ--)-Delegation of Signatory Authority Notification Form (Fillabie
WORD doc)
RESPONSE: Document was filled out by Mr. Barry Stanley from the Town of Four Oaks and the
document was mailed to DEQ.
2. According to Section VI.7., 14,400 GPD of domestic wastewater will be generated by the project
but no receiving facility or downstream sewer information was listed. Please complete and
resubmit Sections IV. and V. of the FTA with the correct information pertaining to the receiving
wastewater treatment facility, the downstream sewer, and the receiving collection system.
RESPONSE: Requested information provided as requested.
3. According to the project narrative,there is to be three (3)apartment buildings for a total of 60
residential units and a club house for the Mayes Farm Apartments. However, according to
Sections VI.4. and VI.7.,there are two (2) apartment buildings for a total of 48 units and no club
house or swimming pool. Please update these sections within the FTA and be sure to include
swimming pool clubhouse and filter backwash if those wastewater streams will be discharged to
the gravity sewer being proposed in this application.
RESPONSE:Typo in VI.7 table has been corrected. Also, no swimming pools are proposed with
this development,therefore Swimming Pool/Clubhouse is not checked. Clubhouse is not for
dwelling purposes.
a. Additionally,the flow in Section VI.7. should be itemized by the wastewater generation
type according to 15A NCAC 02T .0114, (ex. 1-2 BR units, 3 BR, pool, clubhouse).
RESPONSE:Table has been updated accordingly.
b. Please also update the narrative to include these details.
RESPONSE: Narrative updated as requested.
4. According to the project narrative, an 8-inch gravity sewer is to be installed to connect the new
line to the exiting 8-inch gravity sewer that runs parallel to US Highway 301 . However,
according to Section VII.,there are multiple gravity sewers to be installed on the site (367 LF of
8" GS, 539 LF of 6" GS, and 238 LF of 4" GS). Currently the proposed gravity sewer design does
not meet the Division's Minimum Design Criteria (MDC for GS). If the project is unable to meet
the MDC for GS then an Alternate Sewer Extension Application or full plan review may be
necessary. Please verify that the length and size of the proposed gravity sewers meet minimum
design criteria and update the FTA accordingly.
Gravity Sewer Minimum Design Criteria

a. Please also update the narrative to include these details.
RESPONSE: Sanitary sewer lines adjusted to be a minimum of 6"diameter to meet the
minimum design criteria as requested. Narrative also adjusted as requested.
5. According to Section IXA.,the project is located in the Neuse River Basin and is applicable to
State Buffer Rules. Does this project have any stream crossings or other stream and/or wetland
impacts? If so,what are the impacts and are they temporary or permanent?
RESPONSE:An existing stream runs through the property. No stream crossings are proposed.
No wetland impacts or encroachment into wetlands are proposed.
a. Please update and resubmit Page 4 of the FTA to indicate whether the project complies
with setback requirements according to the river basin rules.
RESPONSE: Page 4 updated as requested.
b. Additionally, please provide the Buffer Authorization Letter for this project.
RESPONSE: Project was not required to obtain Buffer Authorization Letter. DEQ
Permit issued. Please refer to DEQ Project ID No.JOHNS-2023-037 attached.
6. Section IX.5. of the application states that 401/404 authorization is not needed for this
project. Please provide an explanation indicating why a separation requirement is not
applicable to the project since this is a wooded area with a stream running north-south along
the eastern side of the project area.
RESPONSE: Even though an existing stream runs through the property, no crossings or
improvements are proposed that will impact the stream. Additionally, no improvements or
encroachments are proposed within 50'from either side of the center of the stream. Onsite
detention facilities are proposed to ensure existing flow patterns remain at pre-development
conditions.
7. The Flow Tracking for Sewer Extension Applications (FTSE)form is not filled in
completely. Please fill out and resubmit all sections of the form completely.
RESPONSE:Document provided to city staff for their assistance in filling it out as we don't
have the requested information. Form to be provided by city staff.
8. The topographical map submitted is not sufficient. According to Section F of the Application
Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map needs to clearly
identify the project area, including the closest surface waters,general location of the gravity
sewer, pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Please provide the topo map according to the application requirements.
RESPONSE:Updated map provided.
15A NCAC 02T.0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to make
it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days,the project will be returned
as incomplete.Any resubmittal of a returned application shall be accompanied with a new
application fee."
RESPONSE: Informational comment. No action required.

COMMERCIAL
SITE DESIGN
ASambatekC•;iqa y
TRANSMITTAL COVER SHEET
TO: C:
Elaine Wild,P.E.
NCDEQ-Water Quality Section
3800 Barrett Drive
Raleigh,NC 27609
[phone]
SENDER: PROJECT NAME:
Brian Soltz Mayes Farm Apartments-Four Oaks,NC
DATE: PROJECT NUMBER:
11/30/2023 PEN-2201
0 OVERNIGHT 0 REGULAR MAIL O HAND DELIVER ❑HOLD FOR PICK-UP
COPIES DATE DESCRIPTION
1 Revised NCDWR Sewer Application Fast Track—being fzgned by City, Original to follow
1 Revised Site Plans
1 Response to Comments including DEQ letter of Approval
1 Revised Narrative with additional requested USGS Map
2 Sharefile drives
NOTES/COMMENTS:
Elaine,
Please let me know if you need anything further to the re- review and approval.
Brian Soltz, AICP
[e-mail]

From: Martha L.Garris
To: Wild,Elaine
Cc: barry stanley
Subject: [External] RE: Fwd: Mayes Farm Apartments—Additional Information Request
Date: Thursday,November 9,2023 2:51:29 PM
Attachments: ima-O.pnng
Town of Four Oaks-Delegation of Signature Authoritv.odf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Attached is the delegation of signature authority needed. I will also mail it.
Thank you,
Martha L. Garris
Town of Four Oaks
Town Clerk
[phone] ext. 123
[e-mail]
-----Original Message-----
From: "barry stanley" <fofdcar1 @gmail.com>
Sent: Wednesday, November 8, 2023 3:21 pm
To: "Martha Garris ([e-mail])" <[e-mail]>
Subject: Fwd: Mayes Farm Apartments—Additional Information Request
---------- Forwarded message ---------
From: Wild, Elaine <[e-mail]>
Date: Thu, Nov 2, 2023 at 12:57 PM
Subject: Mayes Farm Apartments_Additional Information Request na To: fofdcar1&gmail.com <fofdcar1 amail.com>, [e-mail]
<bburchett&sambatek.com>
Hello Barry and Brian,
After reviewing the Fast Track Sewer System Extension Application for Mayes Farm
Apartments, additional information is required in order to further process the
application. Please provide the following information by December 2, 2023, and note
that the requested information must be submitted within 30 days of this request, or
the applicant will be required to submit a new application and application fee in
accordance with 15A NCAC 02T .0107.
1. While reviewing the permit, I noticed that Barry Stanley is listed as the Public
Works Director with the Town of Four Oaks, however, our records do not

indicate that Barry Stanley has Signatory Authority for the Town of Four Oaks.
Please submit the Delegation of Signatory Authority form to the address
provided on the form so that we can ensure that Barry has the authority to sign
the submitted Fast Track Application (FTA) and the Flow Tracking for Sewer
Extension Application (FTSE), please also email me a copy of the signed form
so that I can attach it to this application while NCDEQ is processing the form.
Forms and Reports I NC DEQ --> Delegation of Signatory Authority
Notification Form (Fillable WORD doc)
1. According to Section V1.7., 14,400 GPD of domestic wastewater will be
generated by the project but no receiving facility or downstream sewer
information was listed. Please complete and resubmit Sections IV. and V. of the
FTA with the correct information pertaining to the receiving wastewater
treatment facility, the downstream sewer, and the receiving collection system.
2. According to the project narrative, there is to be three (3) apartment buildings
for a total of 60 residential units and a club house for the Mayes Farm
Apartments. However, according to Sections VIA. and V1.7., there are two (2)
apartment buildings for a total of 48 units and no club house or swimming pool.
Please update these sections within the FTA and be sure to include swimming
pool clubhouse and filter backwash if those wastewater streams will be
discharged to the gravity sewer being proposed in this application.
a. Additionally, the flow in Section V1.7. should be itemized by the
wastewater generation type according to 15A NCAC 02T .0114, (ex. 1-2
BR units, 3 BR, pool, clubhouse).
b. Please also update the narrative to include these details.
3. According to the project narrative, an 8-inch gravity sewer is to be installed to
connect the new line to the exiting 8-inch gravity sewer that runs parallel to US
Highway 301 . However, according to Section VII., there are multiple gravity
sewers to be installed on the site (367 LF of 8" GS, 539 LF of 6" GS, and 238
LF of 4" GS). Currently the proposed gravity sewer design does not meet the
Division's Minimum Design Criteria (MDC for GS). If the project is unable to
meet the MDC for GS then an Alternate Sewer Extension Application or full plan
review may be necessary. Please verify that the length and size of the
proposed gravity sewers meet minimum design criteria and update the FTA
accordingly.
Gravity Sewer Minimum Design Criteria
a. Please also update the narrative to include these details.
1. According to Section IXA., the project is located in the Neuse River Basin and is
applicable to State Buffer Rules. Does this project have any stream crossings
or other stream and/or wetland impacts? If so, what are the impacts and are
they temporary or permanent?
a. Please update and resubmit Page 4 of the FTA to indicate whether the
project complies with setback requirements according to the river basin
rules.
b. Additionally, please provide the Buffer Authorization Letter for this project.
2. Section IX.5. of the application states that 401/404 authorization is not needed
for this project. Please provide an explanation indicating why a separation

requirement is not applicable to the project since this is a wooded area with a
stream running north-south along the eastern side of the project area.
3. The Flow Tracking for Sewer Extension Applications (FTSE) form is not filled in
completely. Please fill out and resubmit all sections of the form completely.
4. The topographical map submitted is not sufficient. According to Section F of the
Application Instructions, an 8.5-inch x 11-inch color copy of a USGS
Topographic Map needs to clearly identify the project area, including the closest
surface waters, general location of the gravity sewer, pumpstations, and force
mains, and the downstream connection points for the receiving sewer. Please
provide the topo map according to the application requirements.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the
applicant shall be advised how the application or accompanying supporting
information may be modified to make it complete. The staff shall advise the
applicant:
(2) if all required information is not submitted within 30 days, the project
will be returned as incomplete. Any resubmittal of a returned application
shall be accompanied with a new application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased
to $600 as of October 3, 2023 [as stipulated in the 2023 House Appropriations
Act, House Bill 259, Water Quality and Stormwater Fees, Section 12.14(a)].
Sincerely,
Elaine Wlld
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wildQdeq.nc.gov
Uepartr�ent a[maonmenw a+,11�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ

subchapter t rules.pdf (state.nc.us)
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an
authorized state official.

From: Adrienne Smith
To: Wild,Elaine
Cc: Brian Soltz;Joshua Ibarra PE.(TX)
Subject: [External] RE: Mayes Farm Apartments_Additional Information Request(PEN-2201)
Date: Thursday,December 14,2023 1:54:17 PM
Attachments: imaoe001.Dna
Mayes Farm FTSE(Four Oaks).pdf
Fast Track application 2023-12-08.Ddf
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Hi Elaine,
Please see attached for your review and approval (before I put the originals in a Fedex
to you).
Please let me know if these look good to you and I can process the Fedex today.
Thank you!
Adrienne Smith
Assistant Project Manager
Direct: 919-398-6530 ext. 253 1 Mobile: [phone]
From: Wild, Elaine<elaine.wild(@deq.nc.gov>
Sent:Tuesday, December 12, 2023 4:27 PM
To: Martha L. Garris<townclerk(@fouroaks-nc.com>; Brian Burchett
<bburchett(@sam bate k.com>
Cc: barry stanley<fofdcarlPgmail.com>
Subject: RE: [External] RE: Fwd: Mayes Farm Apartments—Additional Information
Request
Hi Martha and Brian,
Upon reviewing the information received on 12/1/2023, 1 noticed that Sections V1.7.
and V1.8. do not match. Please email me an updated page 2 of the FTA. Additionally,
the FTSE from the Town of Four Oaks and from Central Johnston County Regional
WWTP are still needed, item #4 from my original request. Please provide this
information by December 21, 2023. If the information is not received by this date,
then the application will be returned as incomplete in accordance with 15A NCAC 02T
.0107 and a submission of a new application and fee will be required.
Thank you,
Elaine Wild

Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
ID
�.E
Oepartme.il of f nv�ronmenUl Ownr11�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEO
subchapter t rules.pdf(state.nc.us�
From: Martha L. Garris<townclerk(@fouroaks-nc.com>
Sent:Thursday, November 9, 2023 2:51 PM
To: Wild, Elaine<elaine.wild(@deq.nc.gov>
Cc: barry stanley<fofdcarl(.gmail.com>
Subject: [External] RE: Fwd: Mayes Farm Apartments_Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious
emails with the Report Message button located on your Outlook menu bar on the Home tab.
Attached is the delegation of signature authority needed. I will also mail it.
Thank you,
Martha L. Garris
Town of Four Oaks
Town Clerk
[phone] ext. 123
townclerkna fouroaks-nc.com
-----Original Message-----
From: "barry stanley" <fofdcar1&gmail.com>
Sent: Wednesday, November 8, 2023 3:21 pm
To: "Martha Garris (townclerk&fouroaks-nc.com)" <townclerkafouroaks-
nc.com>
Subject: Fwd: Mayes Farm Apartments—Additional Information Request

---------- Forwarded message ---------
From: Wild, Elaine <elaine.wild&deq.nc.gov>
Date: Thu, Nov 2, 2023 at 12.57 PM
Subject: Mayes Farm Apartments—Additional Information Request
To: fofdcar1&gmail.com <fofdcar1 anamail.com>,
bburchett ansambatek.com <bburchettna sambatek.com>
Hello Barry and Brian,
After reviewing the Fast Track Sewer System Extension Application for
Mayes Farm Apartments, additional information is required in order to
further process the application. Please provide the following information
by December 2, 2023, and note that the requested information must be
submitted within 30 days of this request, or the applicant will be required
to submit a new application and application fee in accordance with 15A
NCAC 02T .0107.
1. While reviewing the permit, I noticed that Barry Stanley is listed as
the Public Works Director with the Town of Four Oaks, however, our
records do not indicate that Barry Stanley has Signatory Authority for
the Town of Four Oaks. Please submit the Delegation of Signatory
Authority form to the address provided on the form so that we can
ensure that Barry has the authority to sign the submitted Fast Track
Application (FTA) and the Flow Tracking for Sewer Extension
Application (FTSE), please also email me a copy of the signed form
so that I can attach it to this application while NCDEQ is processing
the form. — completed
Forms and Reports I NC DEQ 4 Delegation of Signatory
Authority Notification Form (Fillable WORD doc)
1. According to Section V1.7., 14,400 GPD of domestic wastewater will
be generated by the project but no receiving facility or downstream
sewer information was listed. Please complete and resubmit
Sections IV. and V. of the FTA with the correct information pertaining
to the receiving wastewater treatment facility, the downstream
sewer, and the receiving collection system. — completed
2. According to the project narrative, there is to be three (3) apartment
buildings for a total of 60 residential units and a club house for the
Mayes Farm Apartments. However, according to Sections VIA. and
V1.7., there are two (2) apartment buildings for a total of 48 units and
no club house or swimming pool. Please update these sections
within the FTA and be sure to include swimming pool clubhouse and

filter backwash if those wastewater streams will be discharged to the
gravity sewer being proposed in this application. — completed
1. Additionally, the flow in Section V1.7. should be itemized by the
wastewater generation type according to 15A NCAC 02T
.0114, (ex. 1-2 BR units, 3 BR, pool, clubhouse). — completed
2. Please also update the narrative to include these details. —
completed
3. According to the project narrative, an 8-inch gravity sewer is to be
installed to connect the new line to the exiting 8-inch gravity sewer
that runs parallel to US Highway 301 . However, according to
Section VII., there are multiple gravity sewers to be installed on the
site (367 LF of 8" GS, 539 LF of 6" GS, and 238 LF of 4" GS).
Currently the proposed gravity sewer design does not meet the
Division's Minimum Design Criteria (MDC for GS). If the project is
unable to meet the MDC for GS then an Alternate Sewer Extension
Application or full plan review may be necessary. Please verify that
the length and size of the proposed gravity sewers meet minimum
design criteria and update the FTA accordingly. — GS design criteria
updated
Gravity Sewer Minimum Design Criteria
1. Please also update the narrative to include these details.
completed
According to Section IXA., the project is located in the Neuse River
Basin and is applicable to State Buffer Rules. Does this project have
any stream crossings or other stream and/or wetland impacts? If so,
what are the impacts and are they temporary or permanent? —
Thank you for the information. No additional comments at this time.
1. Please update and resubmit Page 4 of the FTA to indicate
whether the project complies with setback requirements
according to the river basin rules. — Thank you for the
information. No additional comments at this time
2. Additionally, please provide the Buffer Authorization Letter for
this project. — Thank you for the information. No additional
comments at this time
3. Section IX.5. of the application states that 401/404 authorization is
not needed for this project. Please provide an explanation indicating
why a separation requirement is not applicable to the project since
this is a wooded area with a stream running north-south along the
eastern side of the project area. — Thank you for the information. No

additional comments at this time
4. The Flow Tracking for Sewer Extension Applications (FTSE) form is
not filled in completely. Please fill out and resubmit all sections of
the form completely. - Still needs to be submitted.
s. The topographical map submitted is not sufficient. According to
Section F of the Application Instructions, an 8.5-inch x 11-inch color
copy of a USGS Topographic Map needs to clearly identify the
project area, including the closest surface waters, general location of
the gravity sewer, pumpstations, and force mains, and the
downstream connection points for the receiving sewer. Please
provide the topo map according to the application requirements. -
completed
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
1. "(2) (e) If an application is accepted and later found to be
incomplete, the applicant shall be advised how the application or
accompanying supporting information may be modified to make it
complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days,
the project will be returned as incomplete. Any resubmittal of a
returned application shall be accompanied with a new
application fee."
Please contact me with any questions that you may have regarding this
request.
*Please note that the fee for fast track sewer extension permits has
increased to $600 as of October 3, 2023 [as stipulated in the 2023
House Appropriations Act, House Bill 259, Water Quality and
Stormwater Fees, Section 12.14(a)].
Sincerely,
Elaine Wild
Environmental Engineer
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wildUdeq.nc.gov
<image001.png>
Sewer Extension Permitting NC DEQ
subchapter t ruies.pdf (state.nc.us)

Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties by an authorized state official.