WQ0044680_Application (FTSE)_20231103

NC Dept. of Environmental Quality State of North Carolina
Nov 3 2023 Department of Environmental Quality
DWR Raleigh Regional Office Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number: (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Johnston County (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: Chandra C.Farmer,PE per 15A NCAC 02T.0106(b)
Title:Public Utility Director
4. Applicant's mailing address:PO Box 2263
City: Smithfield State:NC Zip: 27577-
5. Applicant's contact information:
Phone number: (919 989-5075 Email Address:chandra.farmer(@iohnstonnc,com
H. PROJECT INFORMATION:
1. Project narne:Neuse Ridge
2. Application/Project status: ®Proposed(New Permit) ❑Existing Pen-nit/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: 35.6203210 Longitude:-78.364610'
5. Parcel ID(if applicable): 171,'06023N(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer:Eva King,PE License Number: 39159
Finn:Adams&Hodge En ing eering,PC
Mailing address:314 E.Main Street
City: Clayton State:NC Zip:27520-
Phone number: [phone] Email Address: eva(a,adamsandhodee.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Central Johnston County WWTP Permit Number:NCO030716
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ29931MOD2
2. Downstream(Receiving)Sewer Information: 8 inch M Gravity ❑Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00060
Owner Name(s): Johnston County
FORM:FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. 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.0I 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/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. Hasa flow reduction been approved under 15A NCAC 02T.0114(f)? ®Yes ❑No
➢ If Yes,provide a copy 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
Single Family 3 Bedroom Home 225 gal/day 13 2,925 GPD
Single Family 4 Bedroom Home 300 gal/day 12 3,600 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 6,525 GPD
a See 15A NCAC 02T .0114(b),d),(e)(1) 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.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 6,525 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" 850 PVC
➢ Section II&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 requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Pump Stations/Force Mains):
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: 0Longitude: - 0
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 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(h)(1):
❑ Standby power source or ❑ Standby purnp
➢ 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 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:
➢ 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 tirneframes,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

i
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)&W? ®Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Stoim sewers and other utilities not listed below(vertical) 18 inches
2Water mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
2Water mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water,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
I
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305(f)or(g),see Section X.1 of this application
*I 5A 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 webnage
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. j
➢ 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 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 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ®Yes ❑No
Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications must be being prepared,
I
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 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 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 requiring a variance 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
significant portion of the project,the full technical review is required.
2. Professional Engineer's Certification:
I, Eva King,PE ,attest that this application for Neuse Ridge
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item I1.1)
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 143-215.613, 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$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)
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North Carolina Professional Engineer's seal,signature,and date: .P,i" CA(�O
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3. Applicant's Certification per 15A NCAC 02T.0106(b): 10/30/2023
1, Chandra C.Fanner,PE ,attest that this application for Neuse Ridge
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.1)
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 — 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.
Signature: QLDate:
FORM:FTA 06-21 Page 5 of 5

NC Dept. of Environmental Quality
Nov 3 2023 State of North Carolina
Raleigh Regional Office Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Johnston County
Project Name for which flow is being requested: Neuse Ridge
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for a11 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: Central Johnston County WWTP
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 2.0680
e. WWTP facility's actual avg. flow 5.507
f. Total flow for this specific request 0.006525
g. Total actual and obligated flows to the facility 7.5811
h. Percent of permitted flow used 58 actual, 80 w/paper
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) (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***
Knolls of 1-1- 29931m 0.3845 0.1538 0.0602 0.00653 0.0667 0.0871
Ives 31976 r 0.4637 0.1855 0.0738 0.00653 0.08037 0.1051
r,a;
Wilson's 5898m 0.720 0.288 0.1624 0.1512 0.3136 (0.02563)
* 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.
x* 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): Knolls of the Neuse
Downstream Permit Number: WQ0029931mod
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Chandra C. Farmer, PE 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.
- r a1a
Signing Official Signature rDate
!:)WeCJW A'�
Title of igning 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
53 % and 0.1512 MGD of the Available Capacity(E) in Pump Station
Wilson's Mills ; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
0.035 MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
Wilson's Mills WWPS Upgrade is in design or under construction with
planned completion in Summer 2023 ; and/or
d. The following applies:
The Wilson's Mills WWPS Upgrade project permitted under WQ005898mod is almost
complete and will increase the permitted capacity of the station by 288,000 gpd. This is
more than enough to accommodate the 6,525 gpd needed to accomdate this project and
included in the 25,630 GPD needed to meet all future permitted flow.
The station is current loaded at 56% of the permitted flow. At the activation rate above,
the paperflow conversion to actual flow will not exceed the current permitted capacity
for an estimate 3.5 years. The upgrade project will be complete within 2-3 months.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over-allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Official Signature Date
Page 3 of 6
FTSE 10-18

SHORTEN SEPTAGE MANAGEMENT PERMITTING REVIEW AND CLARIFY
PUMPER TRUCK FEE NC Dept. of Environmental Quality
SECTION 17. G.S. 130A-291.1 reads as rewritten: Nov 3 2023
"§ 130A-291.1. Septage management program; permit fees. Raleigh Regional Office
(c) No septage management firm shall commence or continue operation that does not
have a permit issued by the Department. The permit shall be issued only when the septage
management firm satisfies all of the requirements of the rules adopted by the Commission.
Within W60 business days of receiving a complete permit application, the Department shall
grant or deny the permit in accordance with G.S. 130A-294(a)(4). If the permit application is
denied, the Department shall return the permit application citing the reasons for the denial in
writing. If the Department does not act on a complete permit application for a new septage
management firm within 60 business days, the septage management firm is deemed permitted
and may begin operation if all other applicable requirements of this section, G.S. 130A-291.3,
and the rules adopted by the Commission are met. A septage management firm that commences
operation without first having obtained a permit shall cease to operate until the firm obtains a
permit under this section and shall pay an initial annual fee equal to twice the amount of the
annual fee that would otherwise be applicable under subsection(e) of this section.
(e) A septage management firm that operates one pumper truck shall pay an annual fee
of five hundred fifty dollars ($550.00) to the Department. A septage management firm that
operates two or more pumper trucks shall pay an annual fee of eight hundred dollars ($800.00)
to the Department. For the purposes of determining the fee assessed pursuant to this subsection,
the number of trucks operated by a septage management firm shall be limited to only those
pumper trucks and vehicles used in the transportation, containment, or consolidation of liquid
septage that transport septage on State-maintained roads.
WASTEWATER DESIGN FLOW RATE MODIFICATIONS
SECTION 18. G.S. 143-215.1(0) reads as rewritten:
"(0) The permittee for a wastewater tfeatment system s sy tem:
L May calculate its wastewater flows for new dwelling tmits, inel din units
discharging to wastewater systems serving two or more dwelling units that
have yet to be connected and for which the permittee has allocated capacity,
at 75 gallons per day per bedroom, or at a lower rate approved by the
Department. If wastewater flows are calculated pursuant to this subdivision,
the minimum volume of sewage from each dwelling unit is 75 gallons per day
and each additional bedroom above one bedroom increases the volume by 75
gallons per day.
Shall calculate its wastewater flows for new dwelling units discharging to
wastewater systems serving two or more dwelling units that have yet to be
connected and for which the permittee has not allocated capacity. a� alb
per day per bedroom, or at a lower rate approved by the Department. For
wastewater flows calculated pursuant to this subdivision, the minimum
volume of sewage from each dwelling unit is 75 gallons per day and each
additional bedroom above one bedroom increases the volume by 75 -alb
per day."
SECTION 18.1.(a) Definitions. — For purposes of this section and its
implementation:
(1) "Dwelling Wastewater Design Flow Rate Rule"means 15A NCAC 02T .0114
(Wastewater Design Flow Rates) as it applies to dwelling units.
Page 16 Session Law 2023-137 House Bill 600

(2) "Demonstration of Future Wastewater Treatment Capacities Rule"means 15A
NCAC 02T .0118 (Demonstration of Future Wastewater Treatment
Capacities).
SECTION 18.1.(b) Dwelling Wastewater Design Flow Rate Rule and
Demonstration of Future Wastewater Treatment Capacities Rule.—Until the effective date of the
revised permanent rules that the Environmental Management Commission is required to adopt
pursuant to subsection (d) of this section, the Commission shall implement the Dwelling
Wastewater Design Flow Rate Rule and the Demonstration of Future Wastewater Treatment
Capacities Rule as provided in subsection(c) of this section.
SECTION 18.1.(c) Implementation. — The Environmental Management
Commission shall amend:
(1) The Wastewater Design Flow Rate Rule as it applies to the determination of
the volume of sewage from dwelling units under subsection (b) of that rule to
be consistent with flow rates established pursuant to G.S. 143-215.1(0), as
amended by Section 18 of this act.
(2) The Demonstration of Future Wastewater Treatment Capacities Rule as it
applies to be consistent with G.S. 143-215.1(f4) and G.S. 143-215.1(f5), as
enacted by Section 1 of S.L. 2023-55.
SECTION 18.1.(d) Additional Rulemaking Authority. — The Commission shall
adopt rules to amend the Dwelling Wastewater Design Flow Rate Rule and the Demonstration
of Future Wastewater Treatment Capacities Rule consistent with subsection (c) of this section.
Notwithstanding G.S. 150B-19(4), the rules adopted by the Commission pursuant to this section
shall be substantively identical to the provisions of subsection (c) of this section. Rules adopted
pursuant to this section are not subject to Part 3 of Article 2A of Chapter 150B of the General
Statutes. Rules adopted pursuant to this section shall become effective as provided in
G.S. 150B-21.3(bl), as though 10 or more written objections had been received as provided in
G.S. 150B-21.3(b2).
SECTION 18.1.(e) Applicability and Sunset. — Rules adopted pursuant to
subdivision (1) of subsection (c) of this section apply to all permits for dwelling units issued on
or after November 1, 2023. This section expires when permanent rules adopted as required by
subsection (d) of this section become effective.
SECTION 18.2. The Environmental Management Commission shall study whether
to amend the flow rates established pursuant to 15A NCAC 02T .0114(c) for schools, charter
schools, boarding schools, preschools, and day care facilities, including schools with or without
cafeterias, gyms, and showers, to consider reduced water consumption associated with new
plumbing fixtures and appliances.
PROHIBIT DISPOSAL OF LITHIUM-ION BATTERIES IN LANDFILLS; LIMIT
DISPOSAL OF SOLAR PANELS TO LINED LANDFILLS AND OTHER APPROVED
FACILITIES
SECTION 19.(a) G.S. 130A-309.10 reads as rewritten:
"§ 130A-309.10. Prohibited acts relating to packaging; coded labeling of plastic containers
required; disposal of certain solid wastes in landfills or by incineration
prohibited.
(f) No person shall knowingly dispose of the following solid wastes in landfills:
(1) Repealed by Session Laws 1991, c. 375, s. 1.
(2) Used oil.
(3) Yard trash, except in landfills approved for the disposal of yard trash under
rules adopted by the Commission. Yard trash that is source separated from
House Bill 600 Session Law 2023-137 Page 17

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NC Dept o: Envi'ronmental QUAlk
tit I;T„ )ity
o�oF w A rEgoG
Michael F.Easley,Governor
6 y William G.Ross Jr.,Secretary
i North Carolina Department of Environment and Natural Resources
p Raleigh Region<t!Ofh,cc
Alan W.Klimek,P.E.,Director
R Division of water Quality
May 18, 2005
Timothy Broome, PE, Director of Infrastructure and Engineering
Johnston County Public Utilities
PO Box 2263
Smithfield, NC 27577
Subject: Johnston County
Residential Flow Reduction Approval
Johnston County
Dear Mr. Broome:
On February 22, 2005, the Division of Water Quality received a flow reduction request for
residences in Johnston County. The letter requests an allowable flow rate of 80 GPD per residential
bedroom based on the evaluated data for three similar existing subdivisions.
The water use data provided between November 2003 and October 2004 with daily readings
taken during November 2004 was analyzed by central office and regional office staff with additional
information requested. Based upon this data and the County response to our additional information
requests, the Division hereby approves the use of 80 GPD per residential bedroom,with a minimum
of 160 gpd for one and two bedroom units in all applicable non-discharge permit applications.
Flow shall be incremented by 80/gpd for each bedroom above two.. Regardless of the adjusted
design daiiV wastewater flow rate at no time shall the wastewater flows exceed the effluent limits
defined in the NPDES nermit for the treatment facility or exceed the capacity of the sewers
downstream of any new sewer extension or service connection(s). A permit modification and fee is
required to apply this flow reduction to any existing permits where flows have been allocated.
If you have any questions or comments regarding this matter, please contact Marie Doklovic
at(919)733-5083 ext. 371.
Sincerely,
/�Afan W. Klimek, P.E.
cc: Ken Schuster, Raleigh Regional Office f
Barry Herzberg, Raleigh Regional Office
Mark McIntire, NPDES East Program
Kimberly Rineer, PE, Johnston County Public Utilities
PERCS Flow Reduction File
One Pretreatment,Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/ndpu
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A& HI I ADAMS & HODOEm, roarnental Quality
ENGINEERING , PC
AUG 18 2023
August 17, 2023 Raleigh Regional Off-ce
NC DWQ
3800 Barrett Dr.
Raleigh, NC 27609
Subject: Public Se-v\er Construction Plans
Neuse Ridge
Johnston County
Please find attached a $480.00 check for the application fee and a copy of the following:
1. Fast Track Application (Form FTA 06-21)
2. Flow Track ing.'Acceptance for Sewer Extension (Form FTSE 10-18)
3. USGS Map
4. Vicinity Map
5. Flow Reduction Letter
Project Narrative:
This application is for an extension of the gravity sewer system of Johnston County to serve Neuse Ridge.
This extension includes 8501f of new 8" gravity sewer and will connect to an existing Johnston County
gravity sewer system permit number WQ002993 I MOD2. The server system will serve a mix of 25, 3 & 4
bedroom single family homes in this subdivision. The attached flow reduction letter specifies 80
gallons/day/bedroom. Per Johnston County direction, 3.5 bedrooms was used to calculate a demand of
280 gal/day.
If you have any questions or comments, please give me a call at 919-298-2001 or email
[e-mail]
Sincerely,
Amanda Grimm
ADAMS&HODGE ENGINEERING,PC a 314 E Main Street Clayton,NC 27520 • Office:919-243-1332 • Firm#C-4187