WQ0044376_Application (FTSE)_20230731

iJ MCADAMS
May 8, 2023
NCDENR - DWR
Raleigh Regional office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: Wilson's Ridge — Phase 3 & 4 Outfall
Wilson's Mills, North Carolina
FRS2020110448
COVER LETTER > HLE-20000
The accompanied Fast Track Application (FTA 06-21) includes 446 linear feet of 8" PVC SDR-35, 747 linear feet of 8"
PVC C-900, and 8" 227 linear feet of DIP public sewer. The gravity sanitary sewer system for the proposed Wilson's
Ridge — Phase 3 & 4 outfall development, located between highway 70 and Wilson's Mills Road near the intersection
of Daniel Road in Wilson's Mills, NC, drains to an existing public sanitary sewer manhole in the Highway 70
controlled access to the southwest of the site and is gravity fed to the south. Wilson's Ridge — Phase 3 & 4 outfall
will not include development of any residential units; it will only include construction of the sewer outfall
through the DOT controlled access. Phases 3 & 4 of Wilson's Ridge will be permitted in 2024 for flow
acceptance.
Sincerely,
MCADAMS
Digitally signed by Katherine
Anderson
Date- 2023 05 08
16:49:38 04'00'
Katie Anderson, PE
Project Engineer, Residential
Enclosures
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919, 361. 5000

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 06-21 & 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 15A NCAC 02T and the Division's
Minimum Design Criteria {Grtivki St%y & Pump StationsfForce Main ) and that plans, specifications and supporting documents
have been prepared in accordance with . 02T 15A NCAC 02T .0300 Division policies, and good_ engineering Practices.
While no upfront engineering design documents are required for submittal, in accordance with I5A 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 immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in I SA NCAC 02T 30.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
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 (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested,
B. Cover Letter/Narrative Description (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.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (Al[ New and Modification Application Packages):
® Submit a check or money order in the amount of $480.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 05-21):
® 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 Cxolina5ecre#key ofState.
❑ 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.
N The Professional Engineer's Certification on Page 5 of the application shall be signed, seated and dated by a North Colin
licensed Profcssionat Engineer.
50 The Applicant's Certification on Page 5 of the application shall be signed in accordance with X4A CLCA(' 0 T .BIOGLb}. 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 06-21 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow TrackinglAcceptance Form (Form: FTSE 04-16) (If Applicable):
❑ Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ 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.
➢ Submittal ofthis application and form FTSE indicates that owner has adequate capacity and will not violate jk. 143-213.674a),
➢ 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 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
D General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added.rmodified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per jJA.NCAC 02T ,Q30!4hX1], submit documentation of power reliability for pumping stations.
➢ 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)
Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0I 1.talt I 1 provide the Certificate of Public Convenience and Necessity from the Forth Carolina li ilifies
Commission 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 h}orah C q co-Mt4yjssicl]'.s Water and Sewer Diviskxi PgWic.$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/Pro a Owners' Associations
❑ Per JJAJ4CA{' b2T ,Q 115{c], submit the properly executed QDerational Agreement (FORM; ROM,
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15AN CAC 02T _01. I SLb), submit the properly executed Operational Agfeemen! (FORM: DPVk
For more information, visit the Division's collection systems mrebsile
INSTRUCTIONS FOR FOPM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 2 of 3

�C tioi. State of North Carolina
�Py 50'C Department of Environmental Quality
DWR la- Division of Water Resources
gel FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources �,Z41 FTA 06-21 & SUPPORTING DOCUMENTATION
1
Application Number: UX>00 F9�7�o (tobecompletedbyDWR)
All items must be comi2leted or the application will be returned
i. APPLICANT INFORMATION:
I_ Applicant's name: Johnston County (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ CorpDration ❑ General Partnership
❑ Federal ❑ StatriC'ounty ® Municipal
3. Signature authority's name: Chandra C Farmer. PE per I S hl = ' 0 T 106(bl
Title: Director of Utilities
4. Applicant's mailing address: 309 East Market Street PO Box 2263
city- Smithfield State: NC Zip: 27577-
S. Applicant's contact information:
Phone number: 919) 209-8333 Email Address: [e-mail]
II, PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Wilson's Ridge -- Phase 3 and 4 Outfall
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_.... and issued dale: ,
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 County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.5766761 Longitude:-78.360486'
5. Parcel ID (if applicable): 1.7K0801 lA (or Parcel ID to closest downstream sewer)
III, CONSULTANT INFORMATION:
I. Professional Engineer: Ryan Akers, PE License Number: J38 8
Firm: McAdams Co.
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip: 27713
Phone number: [phone] Email Address: akersRincadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Central Johnston County Regional W W Facility Permit Number: NCO030716
Owner Name: Johnston Counly
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1, Permit Number(s): MOCS370560-09
2. Downstream (Receiving) Sewer Information:.I2 inch ® Gravity 13 Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00060
Owner Name(s): Johnston County
FORM: FTA 06-21 Page l of 5

V1. 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 kv:eLo Operational Agreement {PURivt; DE Vl been attached?
❑ Yes ❑ No ® NIA
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA O rational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
[-]Yes [-]No ®NIA
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / 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)
S. Nature of wastewater: 100 % Domestic % Commercial % Industrial (Sec I SA NCAC 02T_.0103(20))
if Industrial, is there a Pretreatment Program in effect? ❑ Yes❑ No
6. Hasa flow reduction been approved under I fA NCAC 0ZT .01 14(t)? ®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.0I14(f))
Daily Design Flow n,b
No. of Units
Flow
240 gall
GPD
gall
GPD
gal/
GPD
gav
GPD
gall
GPD
gall
GPD
Taral
0 GPD
a See ] A ,_.CAC 02T .0114(b idl, lel(1) and {cH{ 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 ISA NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T:U114] shall he
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .01 14)
Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
® Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
*Phase 3 & 4 of Wilson's Ridge to be permitted in 2024 for flow acceptance
❑ 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 & 4TDC(Gravity Sewers :
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
446
SDR-35
8
747
C-900
8
227
DIP
➢ 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
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) — 02TAQ3U5 & MDC(Pump Sta ion ale$ :
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: .
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Total number of pumps at the pump station: __
3. Design Flow of the pump station:. millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pomp 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.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify) _
6. Power reliability in accordance with 15A NCAC 02T.0305�1k[l):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 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 timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SurBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
I. Does the project comply with all separations/alternatives found in i 5A NCAU 02T ,Qa%%11 &jLr_ ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided for sewer syslems-
Setback Parameter*
Separation Required
Stomp sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feel
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.03Q ,or'Al see Section X.1 of this application
* I5A NCAC 02T.0305(p-1 contains alternatives where separations in 0 T.D3U 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 Wmg!F c1ass1f+cgdL) �weber
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ NIA
➢ 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 Jl stp=#ion rcuuircmerits for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Neuse ❑ No
If yes, does the project comply with setbacks found in the river basin rules per I5A NCAc 02B .0200? ® Yes ❑ No
➢ This includes Trout Buffered Streams per J ,14Q6C 2B4O202
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 coveragetauthorization is required.
6. Does project comply with j15NCA(; 02T,01.tclfbl (additional permits/certifications)? ®Yes ❑ No
Per 15A NCAC 02T.0105(cI 6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance ofdependent 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 I SA NCAf, 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 permtttee 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: PTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with I SA NCAC 02T, the Minimum Design CoiWia for the Permitting of Puntg St tons
grad Force Mains (latest version), and the Gi-avily Sewer %nimum jResign (Mena (latesLveniuo
I 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 Offive. Approval of the request will be issued
concurrently with the approval of the permit, and projects reuuirine a variance approval may be subiect to longer
review times. For projects reuuirine two or more variances or„where the variance is determined by the Division to be a
significant portion of the nroiect, the full technical review is required.
2. Professional Engineer's Certification:
1, Ryan Akers , attest that this application for Wilson's Ridge Phase 3 & 4 Outfall
(Professional Engineer's name from Application Item 111.1.) tP-roject Name from Application Item IF 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 Desio Cirileria for Gravity S�v_erc (latest versi�, and the Minimum Design Criteria f`or the Fist -Track Permitting
of Pump Stat6oat5 And ForcitMaim (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials tinder 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)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b)-
DigUOy.ipnea by Ryan C Akan
ON a Ryan C Akera. aUS.
o-KcM Carolna,
!h 03 0427 17'rrKcc con,
o.ia zozawn �run.ann
I, Chandra C Farmer, PE, attest that this application for Wilson's Ridge Phase 3 & 4 Outfall
(Signature Authority Name from Application Item 1.3 ) (Project Name from Application Item 11 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 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: Date: 13
FORM: FTA 06-21 Page 5 of 5

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0 1,000 2,000 4,000 PROJECT #: 2020110448
Feet WILSON'S MILLS NORTH CAROLINA MCADAMS
l inch = 2,000 feet ,

From:
Ryan Akers
To:
Wilson, Susan A; Rudy Wells
Cc:
Chandra Farmer(chandra.farmer(abjohnstonnc.com)
Subject:
RE: [External] Re: Fast Track Sewer application for Wilson"s Ridge (Phase 1, 2 & 5) and (Phase 3 & 4 Outfall)
Date:
Wednesday, July 19, 2023 1:09:07 PM
Attachments:
imaae001.Dna
image002.pnng
imaae003.Dna
image004.pnng
imaae005.Dna
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Yes, this is correct on the calculation. Thanks,
T1
McADAm
Ryan Akers PE, LEED® AP
Group Manager
mobile [phone]
akers(@mcadamsco.com
2905 Meridian Parkway
Durham, NC 27713
www.mcadamsco.com
Join Our Team
006
From: Wilson, Susan A <[e-mail]>
Sent: Wednesday, July 19, 2023 12:18 PM
To: Rudy Wells <[e-mail]>; Ryan Akers <[e-mail]>
Cc: Chandra Farmer ([e-mail]) <[e-mail]>
Subject: RE: [External] Re: Fast Track Sewer application for Wilson's Ridge (Phase 1, 2 & S) and
(Phase 3 & 4 Outfall)
IYou don't often get email from susan.wilsonna deq.nc.g_ov. Learn why this is important
CAUTION: This email is NOT from McAdams. DO NOT click links or open attachments unless you verify the
sender and content.
Gosh I am so sorry y'all— in looking back at this I think I noticed just a very minor error in the
calculations for Part I. (g) of the Flow Tracking sheet, not (d); it's very minor so I'll proceed forward.
This is all fine — thank you for the information. And the timing/description for the pump station
Ryan — that flow reduction jibes with what we have so that is fine, just wanted to get some
statement that these are 3 BR SF units * 80 gpd = 240 gpd. If you would confirm.
Thanks much. Hope to get these up for signature within the next week or so.

From: Rudy Wells <rudy.wells(@aohnstonnc.com>
Sent: Tuesday, July 18, 2023 1:07 PM
To: Ryan Akers <akers(@mcadamsco.com>
Cc: Wilson, Susan A <susan.wilson(@deq.nc.gov>; Chandra Farmer
(chandra.farmer(@iohnstonnc.com)<chandra.farmer(@aohnstonnc.com>
Subject: [External] Re: Fast Track Sewer application for Wilson's Ridge (Phase 1, 2 & 5) and (Phase 3
& 4 Outfall)
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Susan,
Please see attached flow reduction letter.
Regarding the FTSE form and sheet 3. The flow of 19,105 GPD mentioned is in reference to the
current deficit of the Wilson's Mills pump station. If a revised description is needed, please let us
know and we will get that back to you.
Thanks,
Rudy Wells, PE
Civil Engineer
Johnston County Public Utilities
309 E. Market St.
P.O. Box 2263
Smithfield, NC 27577
Desk 919-209-8334
Mobile [phone]
On Mon, Jul 17, 2023 at 5:05 PM Ryan Akers <akers(@mcadamsco.com> wrote:
Susan — I thought I hit send on this earlier today, but I don't see it :\
Thanks so much for looking at this over a weekend. That's unexpected, but appreciated.
See in red here below.
'J
MCADAms
Ryan Akers PE, LEED® AP
Group Manager
mobile [phone]
akers(@mcadamsco.com
2905 Meridian Parkway
Durham, NC 27713
www.mcadamsco.com
Join Our Team

From: Wilson, Susan A <susan.wilson(@deq.nc.gov>
Sent: Sunday, July 16, 2023 2:02 PM
To: Ryan Akers <akers(@mcadamsco.com>
Cc: Chandra Farmer(chandra.farmer(@aohnstonnc.com)<chandra.farmer(@Iohnstonnc.com>
Subject: Fast Track Sewer application for Wilson's Ridge (Phase 1, 2 & 5) and (Phase 3 & 4 Outfall)
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Hi Ryan —
just picked these projects up from another coworker so we could move them along!
A few questions for you and likely I may give you a ring this week. I will also be speaking with your
coworker Juan at some time — his project is a bit more confusing!
For Phase 1,2 & 5 (WQ0044377):
1. On Part V1.7. — if you would provide documentation on Johnston County's flow reduction
and demonstrate how you came up with 240 gal/unit for the SFRs. I just want to make sure
what you have jibes with what we have on file. I believe that Rudy or Chandra with
Johnston County will need to provide this as that was given to me from them directly.
2. Part VII. 1. — why is 0 LF of 8 inch DIP listed? (so right now looks like a total of 4537 LF of
gravity sewer — if you would make sure that's as you folks have requested) We had a line
item for DIP prior, but it was changed to C-900, and we never omitted the line for DIP. We
can if needed. The total is still correct though, as we intend.
3. On the Flow Tracking sheet (FTSE) — if you folks would correct on p 3 — d. re. the project
flow (Chandra does not have to re-sign, if it's OK with her if I just put the corrected copy in).
This is minor but it should be corrected for the record. This is a Johnston County matter, I
think?! (@Rudy Wells can you please weigh in? I think this should be fine.
For Phase 3 & 4 Outfall (WQ0044376):
1. Why is this being built now? And what is the timeline? (although I see you said flow may be
applied for in 2024?). There is much hesitancy in approving "dry lines" and I will likely have
to run this by our central office folks — fyi. I don't know that it will be an issue considering
the timeline (we mayjust put some special condition language in). This gravity sewer is
going through the active NCDOT HWY 70 realignment project and we're looking to get the
work done now to get in, and more importantly OUT of the NCDOT project before it's
complete.

I know you'll respond in a timely manner — but we're putting this language in our additional
information requests as we have had some issues on other projects.
Please provide the above information within 30 days. If additional information/corrected
application is not received within 30 days, your application will be returned, and you will need to
resubmit along with the fee (ref. 15A NCAC O2T.O1O7(e)(2)].
Thanks,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations — Raleigh Regional Office
NC Department of Environmental Quality
Office: 91 9-791-4240
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