HomeMy WebLinkAboutwq0020340_Application (FTSE)_202103051lVWO 00 3 4 0 i\A6D
DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources 15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of I SA NCAC 02T and the Division's
Minimum Design Criteria and that -plans, specifications and supporting documents have been prepared in accordance with,, 15A
NCA , 15A NCAC 02T.0300. Division Policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1 C .010
➢ Projects that do not meet any part of the minimum design criteria (MDC) document; C Dept of Environmental Quality
➢ Projects that involve a variance from the requirements of I5A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps; MAR - 5 2021
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
Ralci h Regional Office
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
Be specific as to the system type, number of homes served, flow allocation required, etc.
If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
D Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretaa of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item 11.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Pr fessional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106 b .
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
Page l of 3
E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
D Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
D SubmittaI of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 14 -
21 7a.
D Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
D Downstream connection points and permit number (if known) for the receiving sewer
El Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
® Submit the most recently issued existing permit.
® Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
A. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h),(1), submit documentation of power reliability for pumping stations.
D This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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 in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 1.5A NCAC 02T .0115(a)f 1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities mmi i n demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission'sWater and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Own ' Associations
❑ Per 1.5A NCAC 02T .0115(c), submit the properly executed Operational A eem nt (EORM: H A .
❑ Per 15A NCAC 02T .0l 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed O rati nal Agreement (FORM: DEW
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3
THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
(828) 296-4500
Macon, Madison, McDowell, Mitchell, Polk,
(828) 299-7043 Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Region I Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
(910) 433-3300
Sampson, Scotland
(910) 486-0707 Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
(704) 663-1699
Stanly, Union
(704) 663-6040 Fax
Ralei h Re tonal Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
_Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
(919) 791-4200
Northampton, Orange, Person, Vance, Wake,
(919) 788-7159 Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
(252) 946-6481
Jones, Lenoir, Martin, Pamlico, Pasquotank,
(252) 975-3716 Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
(910)796-7215
(910) 350-2004 Fax
Winston-Salem Re tonal Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Suny, Watauga, Wilkes, Yadkin
(336) 776-9800
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:% o 4 , (to be completed by DWR) (r
Mon � - S
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Johnston County Department of Public Utilities (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 Farmer. PE per 15A NCAC 02T .0I06(b)
Title: Director of Utilities
4. Applicant's mailing address: P.O. Box 2263
City: Smithfield State: NC Zip: 27577-
5. Applicant's contact information:
Phone number: 9( 19) 989-5075 Email Address: chandra.farmerCa'ohnstonnc.com
II. PROJECT INFORMATION:
1. Project name: Johnston County Landfill Pumping Station Improvements
•`'
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
a
If a modification, provide the existing permit number: WQ0020340 and issued date: September 19, 2008CU
w ,
If new construction but part of a master plan, provide the existing permit number: WQ00
E Q
3. County where project is located: Johnston County
❑ N c
o r
Approximate Coordinates (Decimal Degrees): Latitude: 35.51 Longitude: -78.43
W4. a
5. Parcel ID (if applicable): 15108028
0
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
2 �.
1. Professional Engineer: Steve Hilderhoff, PE License Number: 027263
Firm: Dewberry Engineers Inc.
Mailing address: 2610 Wvcliff Road, Suite 410
City: Raleigh Slate: NC Zip: 27607-3073
Phone number: 9( 84) L32-6801 Email Address: shilderhoff@dewberrv.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional Wastewater Facilityand HWY 210 Wastewater Treatment Facility Permit
Number: NCO030716 (CJCRWWTF is listed as Outfall I and HWY 210 is listed as Outfall 2)
Owner Name: Johnston County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ— Downstream (Receiving) Sewer Size: inch
System �tem Wide Collection System Permit Numberfs) (ifumlicabkl: WQCS
Owner Name(s):
FORM: FTA 04-16 Page I of 5
Vl. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a �l C'$ Q=. tional_Agrcrn,cnt (FORM: DFV) been attached?
❑ Yes ❑No ®NIA
3. if the Applicant is a Hnn,crPr rry ()wj1ets'A5socJEL1JQn_hqs an Operational Aguremeni (FORM, 11 A been attached?
❑ Yes [:]No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential Owned ® RetaiI (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: 22&-% Domestic/Commercial % Commercial
Q4 % Industrial (See 15A NCAC_02T .0103(20))
'Is there a Pretreatment Program in effect? ® Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC, T . 1 I4 ? ®Yes ❑ No
➢ If yes, provide a coot/ of flow reduction approval letter,
7. Summarize wastewater generated by project:
Establishment Type (see 02T.011
Daily Design Flow
No. of Units
Flow
NIA
0 gal/min
N/A
0 GPD
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See I SA NCAC 02T Q114(b). (d), (e)f 11 and felM 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-41.
b Per 1SA NCAC 02T .0114(c), design flow rates for establishments not identifled [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: Q GPD (per I SA NCAC 02T .01 14)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
® Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5
VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
NIA NIA NIA
➢ Section II & Ill 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 requirement is not allowed and a violation of the MDC
VIU. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: Johnston CounjyLandfill PumRing Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.51= Longitude:-78.43°
3. Design flow of the pump station: 8.75 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 6.076 gallons per minute at !�K feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
24
7,000
C900 PVC
6. Power reliability in accordance with 15A NQAC 02T.0305(h)(1):
® Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - ISA NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5
IN. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in ISA NCAC 02T .0305fn & (g)
15A NCAC 02T.0305(f) contains minimum senarations that shall be nrovidcd for sewer systems:
® Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands (see item iX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Toe slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming ools
10 feet
Final earth grade vertical
36 inches
15A NCAC_02T.0305(a) contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's NC Surface Water Classifications web a e
If noncompliance with 02T.0305(f) or (n). see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ® No ❑ N.'A
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if die alternative design criteria specified is utilized in design and construction
". As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ®Yes ❑ No ❑ N A
This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project require coverage.'authorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply wiQi 15A NCAC 02T.0105(c)(6) (additional permitsfcertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105 c 6 , directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N.-'A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5
Iva Dewberry -
March 2, 2021
NC Department of Environmental Quality
Division of Water Resources
Water Quality Section
1628 Mail Service Center
Dewberry Engineers Inc 919 881.9939
2610 Wycliff Road. Sure 410 919 881.9923 fax
Raleigh, NC 27607 www.dewberry.com
NC Dept ofFnvironmental Quality
"M - 5 202,
Raleigh, NC 27699-1628 Rale1
gh Re zonal Office
Reference: JOHNSTON COUNTY LANDFILL PUMPING STATION iiMPROVEMHNTI
Johnston County Landfill
Johnston County Public Utilities
Permit Modification to #WQ0020340
Dewberry Project #50116349
Dear Sir or Madam:
Johnston County intends to make improvements to its sanitary sewage pumping station and equalization
facility located at the Johnston County Landfill at 68o County Home Road, Smithfield, NC 27577. The
existing facility consists of a submersible sewage pumping station, mechanical screen, Parshall Flume,
equalization lagoon and a 12-inch force main to the Central Johnston County Wastewater Treatment Plant
(WWTP). Johnston County intends to construct the following general improvements including:
• Addition of a flow distribution box
• Addition of a new, larger submersible station with valve vault
• Addition of a 24-inch force to the future HWY 210 WWTP
• Relocation of the existing generator
• Addition of a new electrical building
• Addition of a 12 mgd grit removal
• Reconstruction of the existing lagoon
Therefore, this application is for modifying the existing pumping station under permit #WQ00203040.
The existing submersible pumping station will be demolished, and a new larger submersible station
constructed. The concrete pumping station structure will be sized to accommodate five pumps, but only
four out of five submersible pumps will be initially installed to achieve the 8.75 mgd interim capacity. At a
future date, when flow is anticipated to exceed 8.75 mgd, the 5`h pump will be installed and a second
mechanical screen and larger generator will be added such that the station's firm capacity meets the
projected build -out capacity of n.96 mgd. Addition of a 5th pump, second screen and generator will
require another permit modification in the future and is not included in this current permit modification.
The County plans construction of the HWY 210 WWTP starting in 2021. Until the HWY 210 WWTP is
operational, the proposed pumping station will continue to pump through the existing 12-inch force main
at 1,340 gpm to the existing Central Johnston County WWTP. Once the HWY 210 WWTP is operational,
the proposed pump station will initially convey up to 8.75 mgd to the new WWTP. Please note that the
existing 12-inch force main to the Central Johnston County WWTP will remain in service and be used on
an as needed or emergency basis.
Furthermore, the build out capacity of the pumping station through the proposed 24-inch force main is
estimated to be 11.96 mgd (8,309 gpm). To convey this flow, a 5u' pump would be installed in the future
to achieve the firm capacity of 11.96 mgd. At that point, 4 of 5 pumps operating simultaneously and in
parallel achieve the 11.96 firm capacity, or in other words, each pump's capacity would be approximately
2,07.7 gpm at 181 feet total dynamic head (TDH). Thus, the currently proposed pumps would not require
replacement, but rather with addition of a 5u' pump and larger generator the higher firm station capacity
can be achieved.
Page 1 of 2
Johnston County Landfill Pumping Station Improvements
Fast Track Sewer System Extension Application
February 18, 2021
This pumping station receives flow from multiple other pumping stations and has a permitted
equalization lagoon. Thus, with the addition of the flow distribution box, the influent wastewater can be
diverted to either the equalization lagoon (primary mode of operation) or proposed pumping station or
divided to both at the same time. When wastewater is diverted to the equalization lagoon, it will first go
through a previously permitted mechanical screen (8.75 mgd capacity) and then through the proposed 12
mgd rated grit removal unit before then flowing into the equalization lagoon. This approach will reduce
solids loading in the lagoon. Then, from the equalization lagoon, the wastewater will then drain to the
proposed pumping station. Improvements to clean the equalization lagoon include a new entrance ramp,
concrete slab on the bottom, sump pump, and water cannons.
Enclosed for your review are one (i) original and (i) copy of the following:
• One original and one copy of the Fast Track Sewer System Extension Application
• Application Fee of $480.00 (Check #115635)
• Two copies of the 8.5-inch x ii-inch USGS Topographic Map
• Two copies of the 8.5-inch x ii-inch Aerial Street View Map of project area
• Two copies of existing permit #WQ00203040.
Other permits/certifications will be submitted as necessary.
Should you have any questions or comments please to not hesitate to call our office at (984) 2b5-7047 or
email me at ahadjimiry@dewberry.com.
Sincerely,
Dewberry Engineers Inc.
Amir R. Hadjimiry, P.E.
Project Engineer
CC: Steve Hilderhoff, P.E., Dewberry
Page 2 of 2
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50116349
�ANCFILL PUMPING STATION
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otWArFgQG NC Dept of Environmental Quality
MAR-5 2021
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Raleigh Regional Office
September 19, 2008
Mr. Timothy G. Broome, P.E.
Director of Infrastructure and Engineering
Department of Public Utilities
Johnston County
PO Box 2263
Smithfield, North Carolina 27577
Dear Mr. Broome:
5000 39 sl
Michael F. Easley, Goveraor
William G. Ran Jr., Secretary
North Carolina Dgmunm of Environment and Natund Rdourrca
Coke" A. sullinz. Director
Division of Water Quality
SEP 2 5
DEWttKRY & DAVIE
SUBJECT: Johnston County
Modified Permit No. WQ0020340 (to add the
Landfill Equalization Facility)
McGees Crossroads/Cleveland Area
Wastewater Transmission Lines and Waste
Activated Sludge and Wastewater
Transmission Lines between WWTF and
County Landfill
Johnston County
In accordance with your application received October 25, 2007, we are forwarding
herewith modified Permit No. WQ0020340 dated September 19, 2008, to Johnston County for
the construction and operation of the subject wastewater transmission facilities.
This modified permit shall void Permit No. WQ0020340 previously issued on June 13,
2003, shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within 30 days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of North Carolina General Statutes, and filed with the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made
this permit shall be final and binding.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the approved plans and specifications. Mail the
Certification to the Construction Grants & Loans Section, 1633 Mail Service Center, Raleigh,
North Carolina 27699-1633. (Engineer's Certification Form is attached.)
One set of approved plans and specifications is being forwarded to you.
Na" Caro 'na
,?�tura�fy
North Carolina Division of Water Quality 1617 Mail service Center Raleigh, NC 27699-1617 Phone (919) 733-7015 Customer service
Internet www.ncntem litY.o_ra 512 N. Salisbury St Raleigh, NC 27604 FAX (919) 733-2496 1-877-623-6749
An Equal opporhnityUi imiaWe Acbm Emp*w — 50% Recycieall OX Post consumer Paper
Mr. Timothy G. Broome
September 19, 2008
Page 2
If there are any questions concerning this matter, please contact do not hesitate to contact
Seth Robertson, P.E. at (919) 715-6206.
Sincerely,
�Coleen
H. Sullins
kp/sr
cc: Amanda Bader, P.E., Dewberry & Davis, Inc., Raleigh, NC
Johnston County Health Department
DWQ Raleigh Regional Office (NC0030716)
Dan Blaisdell, P.E.
Ken Pohlig, P.E.
Seth Robertson, P.E.
Permit Application File WQ0020340
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Department of Public Utilities
Johnston County
FOR THE
construction and operation of the Landfill Equalization Facility consisting of a mechanical bar
screen rated at 8.75 mgd with a manual bypass bar screen; a 12-inch Parshall Flume;
approximately 450 linear feet of 24--inch gravity sanitary sewer line; utilization of the existing
lined solid waste landfill basin as a wastewater equalization basin with an approximate total
volume of 5.1 million gallons (basin bottom to maximum water level with 2-feet freeboard) of
which approximately 900,000 gallons (basin effluent to high water level) will be utilized for flow
equalization; approximately 180 feet of 8-inch gravity landfill leachate sewer line; with no
increase in volume of flow into the Johnston's County's existing sewerage system, pursuant to
the application received October 25, 2007, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment and Natural Resources and considered a part of this permit.
This permit also grants permission for the:
continued operation of approximately 27,760 linear feet of 12-inch force main for raw sewage
and 26,930 linear feet of 8-inch force main for waste activated sludge installed in a common
trench between the Central Johnston County Regional Wastewater Treatment Facility
(NC0030716) and the Johnston County Landfill and continued operation of a 1,340 GPM sewage
pump station with duplex submersible pumps, high-water alarm with remote telemetry, on -site
standby power, and approximately 5,400 linear feet of 12-inch force main for transmission of
wastewater from McGees Crossroads and Cleveland areas via connecting force mains directly to
the Central Johnston County Regional Wastewater Treatment Facility (NC0030716) with no
Johnston County Department of Public Utilities
Modified Permit WQ0020340
September 19, 2008
Page 2
increase in volume of flow to the existing sewerage system, pursuant to the permit issued on
June 13, 2003, and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This Modified Permit shall void Permit No. WQ0020340, issued on June 13, 2003, shall
be effective from the date of issuance until rescinded, and shall be subject to the following
conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all
times. The Permittee shall maintain compliance with an individual system -wide
collection system permit for the operation and maintenance of these facilities as required
by 15A NCAC 2T .0400. If an individual permit is not required, the following
performance criteria shall be met as provided in 15A NCAC 2T .0400:
(a) The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and to prevent any contravention of groundwater
standards or surface water standards.
(b) A map of the sewer system shall be developed and actively maintained.
(c) An operation and maintenance plan including pump station inspection frequency,
preventative maintenance schedule, spare parts inventory and overflow response
shall be developed and implemented.
(d) Pump stations that are not connected to a telemetry system (i.e., remote alarm
system) shall be inspected by the permittee or its representative every day (i.e.,
365 days per year). Pump stations that are connected to a telemetry system shall
be inspected at least once per week.
(e) High -priority sewers shall be inspected by the permittee or its representative at
least once every six -months and inspections are documented.
(f) A general observation by the permittee or its representative of the entire sewer
system shall be conducted at least once per year.
(g) Overflows and bypasses shall be reported to the appropriate Division regional
office in accordance with 15A NCAC 02B .0506(a), and public notice shall be
provided as required by G.S. I43-215.1C.
Johnston County Department of Public Utilities
Modified Permit WQ0020340
September 19, 2008
Page 3
(h) A Grease Control Program shall be established as follows:
(i) For publicly owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of educational materials for both
commercial and residential users and the legal means to require grease
interceptors for new construction and retrofit, if necessary, of grease
interceptors at existing establishments. The plan shall also include legal
means for inspections of the grease interceptors, enforcement for violators
and the legal means to control grease entering the system from other
public and private satellite sewer systems.
(ii) For privately owned collection systems, the Grease Control Program shall
include at least bi-annual distribution of grease education materials to
users of the collection system by the permittee or its representative.
(iii) Grease education materials shall be distributed more often than required in
Parts (i) and (H) of this Subparagraph if necessary to prevent grease -
related sanitary sewer overflows.
(i) Right-of-ways and easements shall be maintained in the full easement width for
personnel and equipment accessibility.
(j) Documentation shall be kept for Subparagraphs (a) through (i) for a minimum of
three years with exception of the map, which shall be maintained for the life of the
system.
4. The sewage and wastewater collected by this system shall be treated in the Central Johnston
County Regional Wastewater Treatment Facility (NC0030716) existing sewerage system
prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality (Division) accompanied by an application fee,
documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of this request will be considered on its merits and may or may
not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the wastewater collection facilities.
Johnston County Department of Public Utilities
Modified Permit WQ0020340
September 19, 2008
Page 4
8. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. If this project is to be completed in phases
and partially certified, you shall retain the responsibility to track further construction
approved under the same permit, and shall provide a final certificate of completion once the
entire project has been completed. Mail the Certification to the Construction Grants &
Loans Section, 1633 Mail Service Center, Raleigh, North Carolina 27699-1633.
(Engineer's Certification Form is attached.)
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not exempt the Permittee from complying with any and
all statutes, rules, regulations, or ordinances that may be imposed by other government
agencies (i.e., local, state, and federal) having jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, soil erosion and sedimentation
control requirements in 15A NCAC Chapter 4 and under the Division's General Permit
NCG010000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200
and ISA NCAC 2H .0500.
11. The Permittee shall provide for the pump station and force main the following items:
(a) Pump Station Reliability:
(i) Pump stations, except when exempted by Subparagraph 0)(2) of 15A
NCAC 02T.0305, shall be designed with multiple pumps such that peak
flow can be pumped with the largest pump out of service.
(ii) A standby power source or pump is required at all pump stations except
for those pump stations subject to Subparagraph 0)(2) of 15A NCAC
02T.0305. Controls shall be provided to automatically activate the
standby source and signal an alarm condition.
(iii) As an alternative to Part (ii) for pump stations with an average daily
design flow less than 15,000 gallons per day as calculated using 15A
NCAC 02T.0114, a portable power source or pumping capability may be
utilized. It shall be demonstrated to the Division that the portable source
is owned or contracted by the permittee 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 in the case of a multiple station power
outage.
Johnston County Department of Public Utilities
Modified Permit WQ0020340
September 19, 2008
Page 5
(iv) As an alternative to Part (ii) for pump or vacuum stations connecting a
single building to an alternative sewer system, wet well storage
requirements shall be documented to provide 24-hours worth of
wastewater storage or, exceed the greatest power outage over the last three
years or the documented response time to replace a failed pump,
whichever is greater. Documentation shall be required pursuant to the
permit application.
(v) All pump stations designed for two pumps or more shall have a telemetry
system to provide remote notification of a problem condition to include
power failure and high water alarm.
(vi) High water audio and visual alarm.
(b) Pump stations shall have a permanent weatherproof sign stating the pump station
identifier, 24-hour emergency number and instructions to call in case of
emergency. Simplex pump or vacuum stations serving a single-family residence
shall have a placard or sticker placed inside the control panel with a 24-hour
emergency contact number.
(c) Screened vents for all wet wells.
(d) The public shall be restricted access to the site and equipment.
(e) Air relief valves shall be provided at all high points along force mains where the
vertical distance exceeds ten feet.
12. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
that may be required by this Division, such as the construction of additional or
replacement wastewater collection facilities.
13. The facilities shall be constructed in accordance with the requirements of the North
Carolina Sedimentation Pollution Control Act.
14. If applicable, the Operational Agreement between the Permittee and the
Environmental Management Commission is incorporated herein by reference and is
made a condition of this Permit. Noncompliance with the terms of the Operational
Agreement may subject the Permittee to an enforcement action by the Division in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C. A copy
of the Articles of Incorporation, Declarations, and Bylaws that have been properly
filed shall be submitted with the engineer's certification prior to operation.
15. Any abandoning of the existing facilities must be done in accordance with the
requirements of the Division of Water Quality's Mooresville Regional Office.
Johnston County Department of Public Utilities
Modified Permit WQ0020340
September 19, 2008
Page 6
16. Noncompliance Notification:
The Permittee shall verbally report to a water quality staff member at the Mooresville
Regional Office, telephone number (704) 663-1699, as soon as possible, but in no case
more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that render the
facility incapable of adequate wastewater transport such as mechanical or
electrical failures of pumps, line blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such
station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered
as the initial verbal report. Overflows and spills occurring outside normal business hours
may also be reported to the Division of Emergency Management at telephone number
(800) 858-0368 or (919) 733-3300. Persons reporting any of the above occurrences shall
file a spill report by completing Part i of Form CS-SSO (or the most current Division
approved form), within five days following first knowledge of the occurrence. This
report shall outline the actions taken or proposed to ensure that the problem does not
recur. Per Condition I(2), Part II of Form CS-SSO (or the most current Division
approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 19th Day of September 2008
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A"-,e * '6
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Modified Permit No. WQ0020340
Robinson, Jason
From: Robinson, Jason
Sent: Tuesday, April 13, 2021 4:08 PM
To: Chandra Farmer
Subject: RE: [External] Re: RE: RE: RE: RE: Johnston County landfill Pumping Station
Improvements application, WQ0020340
Thanks Chandra
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to and from this address may be subject to the North Carolina Public Records taw and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Chandra Farmer[mailto:chandra.farmer@johnstonnc.com]
Sent: Tuesday, April 13, 20214:02 PM
To: Robinson, Jason <jason.t.robinson@ncdenr.gov>
Cc: Hadjimiry, Amir <ahadjimiry@dewberry.com>; Hilderhoff, Steven <shilderhoff@dewberry.com>; Kim Rineer
<kim.rineer@johnstonnc.com>; Cashion, Ted <ted.cashion@ncdenr.gov>; Deck, Erin M <erin.deck@ncdenr.gov>;
Vinson, Scott <scott.vinson@ncdenr.gov>
Subject: Re: [External] Re: RE: RE: RE: RE: Johnston County landfill Pumping Station Improvements application,
WQ0020340
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Soam.
Jason,
I have reviewed Steve's responses, and they are accurate.
Thanks,
Chandra
Chandra C. Farmer, PE
Director
Johnston County Department of Public Utilities
PO Box 2263
309 E. Market St.
Smithfield, NC 27577
(919) 209-8333
On Tue, Apr 13, 2021 at 11:10 AM Robinson, Jason <jason.t.robinsonOncdenr.gov wrote:
Thanks Chandra.
Also please confirm that Steve's responses to the existing vs. new infrastructure questions in Steve's April 13" email.
I've copied them below, with Steve's responses in red:
■rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr�rrarrrrrrrrrrrrrrrrrrarrrrrrrrrrrrarrrrr■
,,Is frith all permit inodlfications, the nrocifled permit we issue will Complele1_1'replace `i-escind the olderpermit,
so the neiv modified permit trill creed to contain everry-thing that it -as in the original permit that trill remain in
operation. So her-e's it -hat ivas In the original permit:
• Mechanical Bar- Screen rated at 8.75 mgd frith a manual bypass bar scr'eerl This will rentain
• 12"Parhsall Fliune This will remain
r 450 LF of * 24 " gravity setter- line This trill remain
• Utilization of an existing lined solid haste landfill basin as a wasteiraler• egtlali_ation basin with an
approximate total volume Of J. 1 million gallons (basin bottom to maximtmr water level ivith ?-feet
freeboard) of which appro.viniateh, 900, 000 gallons (basin of/ltrent to ltiglt water level) will be ntili_ed
for floir egrrali_ation This will remain and there will be a couple new pipe penetrations and a concrete
topper placed in the bottom to smooth out the bottoni for better cleaning.
Approximately 180 LFaf'B"gravity landfill leachate saver line This will remain as leachate trill be
redirected to the distribution box.
r 27, 760 LF of I? " Fkl•fbr rain sett -age this hill remain
26,930 LF of'8 " FM_for IVaste Activated Sludge installed in a common trench This will remain
• Continued operation of•1,340 GPUseitage pump station with chlplex pumps This trill be demolished in
favor of the proposed 6,076gpm station.
• 5,400 LF o/•1? FiW for' li-ansmission of irasteirater' f!'01JI MCGee s Cr'OSslOad and Cleveland area 1'ra
coitrrecting,force rrraiiis directly to CJCRIVII'TF. This frill remain, as it connects to the 27,7601f of'l2"
that convevs settage to the ex IVIVTP.
So again, if all this is staving in operations, ire It steed to inclucle all this in the new permit we issue (because it
completely replaces the old pei-mit). Please let me kit oit, if ails, of the above is being retttoved or• tnodifteil.
(Ilve'll probably neeil to add the grit removal anil flow splitter box). Ok, ire 'll add the grit and FSB and
inicr•eontnecting 30 "pipe as ivell.
Also, ilte rteiv application ittchttled 7,000 LF of .24" FiLI. Is this all new sewerline? yes, as it will convey
wastewater to the proposed Hit-i? 21 D IVIVTP once in operation.
The ttew application also includes a 6,076 GAVI PS IS this replacing the existing 1,340 GPYVI
PS? 1 c-s Atid it will be a forts plea PS? Yes, ire are installing 4 pumps ht the 5 slot pumping station to
achieve 6,076 gpm (8.75 mgd) capacity (3 dul.v'l spare).
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be disclosed to
third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle
your requests by phone or email. We appreciate your patience as we continue to serve the public during this
challenging time.
From: Chandra Farmer [mailto:chandra.farmerAgohnstonnc.com]
Sent: Tuesday, April 13, 2021 10:59 AM
To: Robinson, Jason <'ai son.t.robinson@ncdenr.eov>
Cc: Hadjimiry, Amir <ahadiimiry@dewberry.com>; Hilderhoff, Steven <shilderhoff@dewberry.com>; Kim Rineer
<kim.rineer@iohnstonnc.com>; Cashion, Ted <ted.cashion@ncdenr.gov>; Deck, Erin M <erin.deck@ncdenr.gov>;
Vinson, Scott <scott.vinson ncdenr. ov>
Subject: [External] Re: RE: RE: RE: RE: Johnston County landfill Pumping Station Improvements application, WQ0020340
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jason,
Yes, Amir's response is accurate.
Thanks,
Chandra
On Tue, Apr 13, 2021 at 10:35 AM Robinson, Jason -�jason.t.robinsonC ncncdenr.Lov> wrote:
Thanks Amir. Then it does meet the 2T Rules, and "yes" should have been checked on 1X.2.
Chandra, as the permittee, do you agree with Steve and Amir's responses to niv questions concerning
the application for this modification? Please confirm via a response to this email. We'll then include the
email chain with the application, and you won't need to submit a revised app.
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates.*
E. mail coi—i-e liondence to [fire/ fi'oln thiv adch-ess tidal' t to the -Votth Carolina Public RA-ord% Lair and mar be disclosed to
third partie..5.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental
Quality has adjusted operations to protect the health and safety of the staff and public. Many employees are
working remotely or are on staggered shifts. To accommodate these staffing changes, all DEQ office locations
are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we
continue to serve the public during this challenging time.
From: Hadjimiry, Amir[mail to:ahadjimiry (aDewberry. corn]
Sent: Tuesday, April 13, 2021 10:22 AM
To: Robinson, Jason <'ason.t.robinson cncdenr. *ov>; Hilderhoff, Steven <shilderhoffOt Dewberrv.com>;
Fertenbaugh, Christyn L<christyn.fertenbaughOncdenr.gov>
Cc: Kim Rineer <kim.rineer c iohnstonnc.com>; Chandra Farmer(cliandra.fannerltjohnstonne.com)
<cliandra.fanner c iohnstonnc.com>; Cashion, Ted <ted.cashion c ncdenr, ov>; Deck, Erin M
<erin.deck c ncdenr. ,ov>; Vinson, Scott <scott.vinson ct,nederingov>
Subject: [External] RE: RE: RE: RE: Johnston County landfill Pumping Station Improvements application,
WQ0020340
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam -
Yes, the portion of the force main that is not 50' from the wetland area meets watcnnain piping material,
standards, and testing methods. No structures are proposed to be in this area.
Amir R Hadjimiry, PE
Project Manager
Dewberry
984-255-7047
From: Robinson, Jason <iat son.t.robinson c sncdenraov>
Sent: Tuesday, April 13, 2021 9:47 AM
To: Hadjimiry, Amir <ahadiimiry c Dewberr.com>; HiIderhoff, Steven <shilderhoffRDewberrv.com>;
Fertenbaugh, Christyn L <christyn.fertenbaugh c .ncdenr.gov>
Cc: Kim Rineer <kim.rineer c .'ohnstonnc.com>; Chandra Farmer (ch and ra. farmer c 'ohnstonnc.com)
<chandra.farmer a_aohnstonnc.com>; Cashion, Ted <ted.cashion c ncdenr. gov>; Deck, Erin M
<erin.deckttncdenr.gov_>; Vinson, Scott <scott.vinson c ncdenr. ov>
Subject: RE: RE: RE: RE: Johnston County Iandfill Pumping Station Improvements application,
WQ0020340
[CAU1 ION] External Email. DO NOT click links or open attachments unless expected. Please use the "Phish Alert" button to
report all suspicious emails.
Will the portion of the sewerline that is not 50' from the wetland meet watermain standards, per 15A NCAC
02T .0305(g)(5)?
(I've attached a Wetland Separation Policy)
Jason T. Robinson, P.E.
Ralei-h Regional Office
Water Quality Regional Operatiotls
NC Division of Water Resources. DFQ
919-791-4200
**Subscribe to Collection System & Sewer Permitting Updates"
E-mail eorr,s%pondenee to lrnd frorli this adthv%% Inlll he .slrhje c-1 to the r1 Turtle Caroluur Public Re( orde Law oriel nim he elite losed to
third pin ties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental
Quality has adjusted operations to protect the health and safety of the staff and public. Many employees are
working remotely or are on staggered shirts. To accommodate these staffing changes, all DEQ office locations
arc Iimiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we
continue to serve the public during this challenging time.
From: Hadjimiry, Amir [mailto:ahadiimi[a Dewberry,.com]
Sent: Tuesday, April 13, 2021 9:33 AM
To: Robinson, Jason <iason.t.robinsonOncdenr.gov>; Hilderhoff, Steven <shilderhoffcr Dewberry com>;
Fertenbaugh, Christyn L <christyn.fertenbau3h c �ncdenr.aov>
Cc: Kim Rineer <kim.rineerOc iohnstonne.com>; Chandra Farmer(chandra.fan-ner(_johnstonnc.com)
<chandra.fanner�johnstonnc.com>; Cashion, Ted <ted.cashion t ncdenrxov>; Deck, Erin M
<erin.deck@r?ncdenr.gov>: Vinson, Scott <scott.vinsona( ncdenr.gov>
Subject: RE: [External] RE: RE: RE: Johnston County landfill Pumping Station Improvements application,
WQ0020340
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam,
Jason
I have provided responses to your questions below in red. Let me know if you have any questions.
Thanks,
Amir
Amir R. Hadjimiry, PE
Project Manager
Dewberry
984-255-7047
From: Robinson, Jason <jason.t.robinson a ncdenr.gov>
Sent: Monday, April 12, 2021 10:07 AM
To: Hilderhoff, Steven <shilderhoffRcDewberr, .com>; Fertenbaugh, Christyn L
<christvn.fertenbaueh r .ncdenr.gov>
Cc: Kim Rineer <kim.rineer c johnstonne.eom>; Chandra Farmer (ehandra.farmer c .'olinstonnc.eom)
<chandra.farmer johnstonnc.com>; Cashion, Ted <ted.cashionOc ..ncdenr.gov>; Deck, Erin M
<erin.deck Owncderingo >; Vinson, Scott <scott.vinson a,ncdenr.gov>; Hadiimiry, Amir
<ahadiimir (ZbDDewberry.com>
Subject: RE: [External] RE: RE: RE: Johnston County landfill Pumping Station Improvements application,
WQ0020340
[CAU rION] External Email. DO NOT click links or open attachments unless expected. Please use the "Phish Alert" button to
report all suspicious emails.
Steve.`Chandra,
A couple more questions I should have asked earlier:
1. Item IX.2 is marked "no" for compliance with %i,ctland separation requirements. Please
explain. There is a small portion (less than 0.1 acres) of the proposed force main that will go through
a wetlands area. The required DWR 401 and USACE 404 permit have been submitted. The USAGE
404 permit has been approved and the DWR 401 is still under review.
2. Item IX.G is marked "no" for high -priority lines. We just want to confirm this, since there will over a
mile of new line. Correct. No portion of the proposed force main tits the definition per 15A NCAC
02T.0402.
Thanks,
Jason
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources. DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail eorr c +'poncic me to anillrom thin mhh'e s nlay lac' +ulij{°c t to the Nor ih Carolina Public Records i_aw and Wray be disc•losrrl to
third IxuYie°;.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental
Quality has adjusted operations to protect the health and safety of the staff and public. Many employees are
working remotely or are on staggered shifts. To accommodate these staffing changes, all DEQ office locations
are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we
continue to serve the public during this challenging time.
From: HiIderhoff, Steven[mailto:shilderhoff((DDewberry.com]
Sent: Friday, April 9, 2021 1:54 PM
To: Robinson, Jason <jason.t.robinson cr ncdenr&ov>; Fertenbaugh, Christyn L
<christyn.fertenbaugli nenedenr.gov>
Cc: Kim Rineer <kim.rineer@johnstonnc.com>; Chandra Farmer (ch andra. farm era johnstonne.com)
<chandra.farmerOi johnstonne.com>; Cashion, Ted <ted.cashion@.ncdenr.gov>; Deck, Erin M
<erin.deck(c_t7ncdenr.gov>; Vinson, Scott <scott.vinsonOncdenr.gov>
Subject: [External] RE: RE: RE: Johnston County landfill Pumping Station Improvements application,
WQ0020340
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Renart_Spam.
Jason, sorry for the delayed response. We met with Kim earlier this week to confirm permit quantities before
replying. Our replies are below.
Steve
9
From: Robinson, Jason <iason.t.robinsontwncdenL v>
Sent: Friday, April 9, 2021 12:59 PM
To: Hilderhoff, Steven <shilderhof2c Dewberry.com>; Fertenbaugh, Christyn L
<cliristyo.fertenbauah(e-encdenr.gov>
Cc: Kim Rineer <kim.rineer0iohnstonne.com>; Chandra Farmer (chandra.fanner c johnstonne.cotn)
<chandra.farmerQohnstonnc.com>; Cashion, Ted <ted.cashionOi ncdenr.gov>; Deck, Erin M
<erin.deck Owncdenr.go >; Vinson, Scott <scott.vinson c ncdenr. *ov>
Subject: RE: RE: RE: Johnston County landfill Pumping Station Improvements application, WQ0020340
[CAUTION] External Email. DO NOT click links or open attachments unless expected. Please use the "Phish Alert" button to
report all suspicious emails.
Steve S Chandra,
I'm folloi%ing up on my email below I sent Nou on 3131. See the three questions at the end of may email.
Thanks,
.Jason
From: Robinson, Jason
Sent: Wednesday, March 31, 2021 4:59 PM
To: Hilderhoff, Steven <shilderhoff c .Dewberr .com>; Fertenbaugh, Christyn L
christyn.fertenbaugh @ncdenr.t:ov>
Cc: Kim Rineer <kim.rine_er GiJohnstonnc.com>; Chandra Farmer (chandra.fanner c iolinstonne.com)
<cliandra.farmer c .johnstonnc.com>; Cashion, Ted <ted.cashion c ncdenr. 9ov>; Deck, Erin M
<erin.deck6r7)ncdenr. zov>; Vinson, Scott <scott.vinson c ncdenr. *ov>
Subject: RE: RE: RE: Johnston County landfill Pumping Station Improvements application, WQ0020340
10
Hi Steve,
Ok, it sounds like this will go through the fast -tack process.
This application is a little odd, staff in my office has never done one like this before, to my
knowledge. We've never modified an existing permit that was issued by another department (construction
grants and loans) that includes more items than just wastewater gravity and forcemain lines and typical pump
stations.
As with all pen -nit modifications, the modified permit we issue will completely replace, !rescind the older
pen -nit, so the new modified permit will need to contain everything that was in the original permit that will
remain in operation. So here's what was in the original pen -nit:
• Mechanical Bar Screen rated at 8.75 mgd with a manual bypass bar screen This will remain
. 12"Parhsali Flume This will remain
• 450 LF of24" gravity sewer line This will remain
• Utilization of an existing lined solid waste landfill basin as a wastewater equalization basin with an
approximate total volume of 5.1 million gallons (basin bottom to maximum water level with 2-feet
freeboard) of which approximately 900,000 gallons (basin effluent to high water level) will be utilized
for flow equalization 'Chis will remain and there will be a couple ne« pipe penetrations and a concrete
topper placed in the bottom to smooth out the bottom for better cleaning.
• Approximately 180 LF of 8" gravity landfill leachate sewer line This will remain as leachate will be
redirected to the distribution box.
• 27,760 LF of 12" FM for raw sewage this will remain
• 26,930 LF of 8" FM for Waste Activated Sludge installed in a common trench This will remain
• Continued operation of 1,340 GPM sewage pump station with duplex pumps This will be demolished in
favor of the proposed 6,076 gpm station.
• 5,400 LF of 12" FM for transmission of wastewater from McGee's Crossroad and Cleveland area via
connecting force mains directly to CJCRWWTF. This will remain, as it connects to the 27,760 If of
12" that conveys sewage to the ex WWTP.
So again, if all this is staying in operation. we'll need to include all this in the new permit %ve issue (because it
completely replaces the old permit). Please let me know if any of the above is being removed or modified.
(We'll probably need to add the grit removal and flow splitter box). Ok. we'll add the grit and FSB and
interconnecting 30" pipe as well.
Also, the new application included 7,000 LF of 24" FNI. Is this all new sewerline? yes, as it will convey
wastewater to the proposed Hwy210 WWTP once in operation.
11
The new application also includes a 6,076 GPM PS. IS this replacing the existing 1,340 GPM
PS? Yes And it will be a fourplex PS? Yes, we are installing 4 pumps in the 5 slot pumping station to
achieve 6,076 gpm (8.75 mgd) capacity (3 duty/l spare).
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
C-nteril cor;'01u„ulence° to and Elam thi aahlrree 1p7cn he subject to the' A'orih Carolina Public Records Law and ntar he cliw n ed to
third pa) -ties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental
Quality has adjusted operations to protect the health and safety of the staff and public. Many employees are
working remotely or are on staggered shifts. To accommodate these staffing changes, all DEQ office Iocations
are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we
continue to serve the public during this challenging time.
From: Hilderhoff, Steven[mailto:shilderhoffOwDewberry.com]
Sent: Tuesday, March 30, 2021 3:00 PM
To: Robinson, Jason <jason.t.robinson�nedenr.gov>; Fertenbaugh, Christyn L
<clirist n.fertenbau *IS clncdenr.Lov>
Cc: Kim Rineer <kim.rineer c iohnstonnc.com>
Subject: RE: [External] RE: RE: Johnston County landfill Pumping Station Improvements application,
WQ0020340
12
CAU'rm: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ReRe o
Christyn, Jason,
You should have received a link to download the drawings from OneDrive.
As we discussed with Christyn today,
The lagoon volume is not being increased. The ex lagoon is made of FabriForm concrete (looks like a quilt
blanket) and not flat. To help facilitate solids removal, we are placing a concrete `topper' in the bottom to
create a flat surface. Once dewatered, the County can scrape the bottom of the lagoon with a front-end loader
to remove the solids far easier with a flat surface than the current rippled concrete surface. There are also a
couple pipe penetrations we are adding to the lagoon. One is to fill it from the proposed grit unit. The other
is a sump to better drain the liquid from the bottom. And a better truck ramp to drive in/out of it.
Regarding the flow splitter box, wastewater currently enters the site through force mains. All three force
mains will be redirected to a `splitter box'. This box has two weirs in it. Depending which one is up!down,
influent wastewater will go directly to the proposed wet well or to the screen/grit removal unit/lagoon and
then to the wet well via a flow control valve.
If you would Iike to discuss anything upon your review, please let me know and we can setup a quick Teams
call to discuss.
Thanks and appreciate the continued help,
Steve
13
From: Robinson, Jason <'ason.t.robinson c .ncdenr. gov>
Sent: Friday, March 26, 2021 l :57 PM
To: Hilderhoff, Steven <shilderhoff0c,Dewberry. com>; Chandra Farmer (chandra.fanner tJohnstonnc.com)
<chandra.fannerRjohnstonnc.com>
Cc: Deck, Erin M <erin.deckL7i ncdenr.eoy>; Kim Rineer <kim.rineerOiohnstonnc.com>; Cashion, Ted
<ted.cashionQncdenr.Lov>; Vinson, Scott <scott.vinson c .ncdenr. "ov>
Subject: RE: [External] RE: RE: Johnston County landfill Pumping Station Improvements application,
WQ0020340
[CAUTION] External Email. DO NOT click links or open attachments unless expected. Please use the "Phish Alert" button to
report all suspicious emails.
Steven R Chandra,
I had initially talked with Christyn before I sent my first email, and it was through those discussions that she
determined this particular project needed to go through a full technical review.
I've since followed -up with her and reminded her that you had discussed this with her back in January. She
recalled the conversation, and went through her notes. She recalls the conversation being about whether this
project could be considered a sewer extension, or if it would require an Authorization to Construct. She did
not recall a discussion about redoing/altering some of the components, specifically the now diversion box and
the EQ basin. Because of those changes, it is not eligible for a fast -track and needs to go to her for a full
re%- iew.
I apologize for the confusion and hassle. You can contact Christyn at Christen.Fertenbaughawncdenr.gov or
919-707-3625 to discuss further.
-Jason
Jason T. Robinson, P.E.
Raleigh Regional Office
14
Water Quality Regional Operations
\C Division of Water Resources. DEQ
9I9-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
C-rruril cum epurrcic>rrcc to uncl fiont this adthvvv rna% loc vuhjec t to the North Carolina I'rchlk' Rc c'orcly Lcnr rtrrcl nrur I�r rlivcluvcrl to
thir'cl partiev.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental
Quality has adjusted operations to protect the health and safety of the staff and public. Many employees are
working remotely or are on staggered shifts. To accommodate these staffing changes, all DEQ office locations
are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we
continue to serve the public during this challenging time.
From: Robinson, Jason
Sent: Friday, March 26, 2021 10:25 AM
To: Hilderhoff, Steven <shilderhoff c .Dewber .com->; Chandra Farmer {clhandra.fanner(c .'olinstonnc.cotn)
<chandra.farner c .'ohnstonnc.com>
Cc: Deck, Erin M <erin.deck c ncdenr. *ov.>; Kim Rineer <kim.rineer c johnstonne.com>; Cashion, Ted
<ted.cashion c ncdenr. *ov>; Vinson, Scott <scott.vinsonancdenr.gov>
Subject: RE: [External] RE: RE: Johnston County landfill Pumping Station Improvements application,
WQ0020340
HI Steven,
I'll need to talk with Christyn in our Central Office before I can get you an answer. I'll get back with you
after I'm able to discuss with her.
-Jason
Jason T. Robinson, P.E.
is
Raleigh Regional Oftice
Water Quality Regional Operations
NC Division of \Vater Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates—
E-mail correpwukwce to and from rhi� addre.- mar he vubjet i to the .1 orth Carolina Public Recordv Lair cruel nurr he disc loyal to
thin! pcu•ticc
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental
Quality has adjusted operations to protect the health and safety of the staff and public. Many employees are
working remotely or are on staggered shifts. To accommodate these staffing changes. all DEQ office locations
are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we
continue to serve the public during this challenging time.
From: Hilderhoff, Steven[mailto:shilderhoffiDewberrv.com]
Sent: Friday, March 26, 2021 9:31 AM
To: Robinson, Jason <iason.t.robinson c ncdenr. =ov> ; Chandra Farmer (chandra.farmer�johnstonnc.com)
< Chandra. farm err johnstonne.com>
Cc: Deck, Erin M <erin.deckancdenr.��ov_>; Kim Rineer <kim.rineer c 'ohnstonne.com>; Cashion, Ted
<ted.cashionOwncdenr.aov>
Subject: [External] RE: RE: Johnston County landfill Pumping Station Improvements application,
WQ0020340
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Reportm•
Jason, back on January 11, we presented the scope of the project to Christyn and Min to discuss which permit
is appropriate for this project. Attached is her confirmation that a FastTrack permit is appropriate. Based
upon that meeting we moved forward with a FastTrack submittal and established a schedule to advertise for
bids. We have since advertised and are accepting bids on April 15.
16
Would you have time today to discuss with Kim and I?
Thanks,
Steve
From: Robinson, Jason <iason.t.robinson c ncdenr. Tov>
Sent: Thursday, March 25, 2021 6:34 PM
To: Hilderhoff, Steven <shilderhoff Dewberr .com>; Chandra Farmer (cliandra.farmer t iolhnstonnc.com)
<chandra.farmer c johnstonnc.com>
Cc: Deck, Erin M <erin.deek c ncdenr. gov>; Kim Rineer <kim.rineer c johnstonne.eom>; Cashion, Ted
<ted.cashion c .ncdenr. *ov>
Subject: RE: RE: Johnston County landfill Pumping Station Improvements application, WQ0020340
[CAU'I ION] External Email. DO NOT click links or open attachments unless expected. Please use the "Phish Alert" button to
report all suspicious emails.
Chandra R Steven,
After Iooking at this application more, we realized that this project is not Fast Track eligible as it involves the
construction of multiple items for which there are no sewer collection system design criteria established in the
02T Rules and the Minimum Design Criteria. Therefore, we require that the following additional information
be submitted to the Central Office for a full technical review:
• Two copies of the Sewer System Extension Application (form SSEA 04-16) for standard, non -
Fast Track eligible sewers.
• A project summary Csante one that u'as included frith thefiist-n-ack _submival]
0 Two copies of the project design calculations, including the following, at a minimum (15A NCAC
02T.0305(b)(2)):
o Pipe/pump/EQ!lagoon sizing
o Downstream capacity
o Pump station/other structure buoyancy
o Pump station wet well1EQ basin storage
o All other relevant design calculations
• Two copies of the specifications I'or this project (15A NCAC 02T.0305(b)(3))
17
An additional copy of the design plans (l 5A NCAC 02T.0I05(c)(1)) [or tiro copies, ! don't krrou• if thev
subminecl one copy ah•eadv or Trot]
Please submit the requisite number of copies (two copies of all documents are required, the second copy
may be submitted in PDF fonnat, on CD or thumb drive) of all documents listed above to the attention of
Christy-n Fertenbaugh, P.E. at 1617 Mail Service Center, Raleigh, NC 27699-1617. Once the required
documents have been received, we will enter the project into our database and begin the review process. An
acknowledgement of that receipt date will be e-mailed to the contacts listed on the application. PIease note
that the 90-day technical review period does not begin until a complete application is received, per 15A
NCAC 02T.0 I 07(b)."
Jason T. Robinson, P.E.
Rale],,h Rc,,ional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
l--ruail e one's )U11d0ucc• to and Jr orrr this adchv%e near ro the North Carolina PuNic Rc cords Lair and min, be dic,losed ro
tlrir•d prrr7ic�. '
Based on the current guidance to minimize the spread ofCOVID-19, the Department of Environmental
Quality has adjusted operations to protect the health and safety of the staff and public. Many employees are
working remotely or are on staggered shifts. To accommodate these staffing changes. all DCQ office locations
are limiting public access to appointments only. Please check with the appropriate staff before visiting our
offices, as we may be able to handle your requests by phone or email. We appreciate your patience as we
continue to serve the public during this challenging time.
From: Hilderhoff, Steven [mailto:sliilderhoff c Dewberr .com]
Sent: Monday, March 15, 2021 2:37 PM
To: Cashion, Ted <ted.cashion c nederin 7ov>; Chandra Fanner (cliandra.fanner ebiolinstonnc.com)
<chandra.fanner c johnstonnc.com>
18
Cc: Robinson, Jason <jason.t.robinson a ncdenr..gov>; Deck, Erin M <erin.deckancdenr.gov>; Kim Rineer
<kim.rineer c 'ohnstonnc.com>
Subject: [External] RE: Johnston County landfill Pumping Station Improvements application, WQ0020340
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Ted, attached is the 2008 Modification to which the recently submitted permit is modifying.
From: Cashion, Ted <ted.cashion c ncdenr. =ov>
Sent: Sunday, March 14, 2021 l 1:29 AM
To: Chandra Farmer (chandra.farmer c johnstonnc.com) <ch and ra. fanner c Johnstonnc.com>; Hilderhoff,
Steven <shilderhoffc Dewbe .com>
Cc: Robinson, Jason <jason.t.robinson u.ncdenr.gov>; Deck, Erin M <erin.deck c ncdenr. gov>
Subject: Johnston County landfill Pumping Station Improvements application, WQ0020340
[CAU nON] External Email, DO NOT click links or open attachments unless expected. Please use the "Phish Alert" button to
report all suspicious emails.
Chandra and Steve,
We received the subject application 3-5-21. The app notes this is a mod to permit WQ0020340. However,
our records note this permit was previously issued with the project name "McGees Crossroads".
Can you confirm the name for this project, and the correct permit number?
Once the correct name is confirmed, we may have some other questions regarding the app. As you know, for
mod apps, the original permit becomes void, and the modified permit must contain everything in the original
permit that will remain in operation, plus any additional sewer lines, pump stations, or flow.
19
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion c mcdenr. Gov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrctt Drive
Raleigh, NC 27609
E
Q.
GWf5nw141 fP.��4� �l�
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and font this mhh-es.s mar be .nd ject to the North Carolina Public Records Lau- and maY he disclosed to
third parties unless the content iv mempt br mattue or other rejgulation.
0E
I will he working (nrny' fi nm tlrc ufjice rnu.�'t dut:e. 1 tiri11 he checking entail periu(licullr. 1/ tart aced irtrnterliute a.ctiistunce plcucc'
contact a grater r•e.►ources stgjjrnenthcr• at unr• stain nrurtber, 919-79I--1 �1111.
Based on the current guidance to tninind:e the spread of COIID-19, DEO huts ttiljttste'd operations to protect the health and sc fete
of the staff and public. Mart►' c°ntplr�� c c s ire ►i orkirtg r enrotcl r or arc' orr strrgge t c'd shi/lc. To aecornodrtte theve .citing chcttrgetc•
all DEO of/ice locations are limiting public accevs to appointments only. Ple(tse check 1l'tth the' (tppropr•itrte st(ff befN'e i•isitirtg ottr'
U�j1Ce'.S, [tS ll'e nuts' he able to ha)ulle tour requests bti plrom' or enuri! II'e uppr•ec'ittte rota• patience (ts me continue to serve the
public chtring this challenging time.
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21