WQ0042565_Application (FTSE)_20240916

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23&SUPPORTING DOCUMENTATION
Application Number: WQ0042565 MOD (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Holly Springs (company,municipality,HOA,utility,etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑Privately-Owned Public Utility
❑ Federal ❑ State/County F Municipal ❑ Other
3. Signature authority's name: Kendra D. Parrish, PE 15A NCAC 02T.0106(b)
Title: Executive Director of Utilities&Infrastructure
4. Applicant's mailing address: 128 South Main Street, P.O. Box 8
City: Holly Springs State: North Carolina Zip:27540_
5. Applicant's contact information: [e-mail]
Phone number: (919) 577_3150 Email Address: [e-mail]
II. PROJECT INFORMATION:
I. Project name: Carolina Springs Blvd Section A
2. Application/Project status: ❑Proposed(New Permit) Existing Permit/Project
If a modification,provide the existing permit number:WQ00 42565 and issued date: July ,7, 2021
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: Wake
4. Approximate Coordinates(Decimal Degrees):Latitude: 35.6841° Longitude:—78.8626
5. Parcel ID(if applicable): 0740032625 and 0730834534 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Curtis Blazier License Number: 133840
Firm: WithersRavenel,Inc
Mailing address: 137 S.Wilmington Street,Suite 200
City: Raleigh State: "C Zip: 27601 _
Phone number: (919 ) 469 _3340 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Utley Creek Water Reclamation Facility Permit Number: NCO063096
Owner Name: Town of Holly Springs
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s):WQ 0042364
2. Downstream(Receiving) Sewer Information: 18 inch 0 Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS 10192
Owner Name(s): Town of Holly Springs
FORM: FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
❑Yes ❑No 0 N/A
2. If the Applicant is a Developer of lots to be sold,has a Developer's Operational Agreement(FORM:DEV)been attached?
❑Yes ❑No 0 N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM:HOA)and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
❑Yes ❑No 0 N/A
4. Origin of wastewater: (check all that apply):
Fl� Residential(Individually Owned) ❑Retail(stores,centers,malls) ❑ Car Wash
❑ Residential(Leased) ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care ❑Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses/offices/factories ❑Nursing Home ❑ Other(Explain in Attachment)
5. Nature of wastewater: 100 %Domestic %Commercial %Industrial(See 15A NCAC 02T .0103(20))
If Industrial,is there a Pretreatment Program in effect?®Yes®No
6. Hasa flow reduction been approved under 15A NCAC 02T.0114(fl? ❑Yes ❑No
➢ If Yes,provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type(see 02T.0114(f)) Daily Design Flow a,b No.of Units Flow
Residential Domestic Ogal/ 0 0 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total T GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and(e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A NCAC 02T.01141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project:I GPD(per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero,please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other(Explain): This is a zero flow modification on a zero flow permit. The permit is zero flow due to
the pipe that crossed Carolina Springs Blvd being part of a larger outfall that will be
permitted separately through the commercial designer on the north and south sides
of the Blvd. The sanitary sewer outfall portion is fed from the WQ0042679 flow that is
part of Carolina Springs Phase 1 Sections 1-5 and is online.
FORM: FTA 10-23 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 Existing Permit/Proposed
Mod.Add
8 in 180 LF DIP Existing Permit/No Add
16 in 117 LF DIP 115 LF-Existing Permit/
2 LF-Add for Mod
18 in 133 LF DIP 133 LF-Add for Mod
18 in 1,164 LF PVC 996 LF-Existing Permit/
168 LF-Add for Mod
➢ Section II&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305&MDC(Puma Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NIA
2. Approximate Coordinates(Decimal Degrees):Latitude: 0Longitude:- °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): gallons per minute(GPM)at feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids reduction per
MDCPSFM Section 2.01C.l.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby 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 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS—(02B.0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(fl&(g)? ❑Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
zWater mains(vertical-water over sewer preferred,including in benched trenches) 18 inches
zWater mains(horizontal) 10 feet
Reclaimed water lines(vertical-reclaimed over sewer) 18 inches
Reclaimed water lines(horizontal-reclaimed over sewer) 2 feet
**Any private or public water supply source,including any wells,WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-I or WS-V),B,SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305( or(g),see Section X.1 of this application
*15A NCAC 02T.0305(a)contains alternatives where separations in 02T.0305(f)cannot be achieved.Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ❑Yes ❑No ❑N/A
➢ If no,please refer to 15A NCAC 18C.0906(f)for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE,verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑Yes ❑No ❑N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑Yes Basin name: Cape Fear ❑No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ❑Yes ❑No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6)(additional permits/certifications)? ❑Yes ❑No
Per 15A NCAC 02T.0105(c)(6),directly related environmental permits or certification applications must be being prepared,
have been applied for,or have been obtained.Issuance of this permit is contingent on issuance of dependent permits(erosion
and sedimentation control plans,stormwater management plans,etc.).
7. Does this project include any sewer collection lines that arc deemed"high-priority?" ❑Yes ❑No
Per 15A NCAC 02T.0402,"high-priority sewer"means any aerial sewer,sewer contacting surface waters,
siphon,or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes,include an attachment with details for each line,including type(aerial line, size,material,and location).
High priority lines shall be inspected by the permittee or its representative at least once every six-months and
inspections documented per 15A NCAC 02T.0403(a)(5)or the permittee's individual System-Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

DocuSign Envelope ID,69OBC305 EAB0-4EF7-B72E-25EE6283D189
X. CERTIFICATIONS:
I. Does the submitted system comply with l,SA NCAC 02T, the Minimum Dysi gt} �Criteria.for the Permitting of Pump Stations
and Force Mains(lates(version),and the Gravity Scwvr Minimum De i-n Criteria(latest vitrsion)as applicable?
®Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and proiects requiring a variance approval may be subject to longer
review times.For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant Portion of the project,the full technical review is required.
2. Professional Engineers Certification:
1, cunis Slaxer ,attest that this application for Carolina springs Braid section A
(Professional Engineer's name from Application Item 111.L) (Project Name from Application[tern H I)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications,engineering calculations,and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers(latest version),and the Minimum Desik7n Criteria for thg_Fast-Track Permitting
of Pump Stations and horce Mains latest version . Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed$10,000,as well as civil penalties up to$25,000 per violation.Misrepresentation of the application
information,including failure to disclose any design non-compliance with the applicable Rules and design criteria,may subject
the North Carolina-licensed Professional Engineer to referral to the licensing board.(21 NCAC 56.0701)
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3. Applicant's Certification per 15A NCAC 02T.0106(b): D2C8 6D49A
I, Kendra D. Parrish, PE ,attest that this application for Carolina springs Biqa Section A
(Signature Authority Name from Application Item 1.3.) (Project Name From Application Item[i.l)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this 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 rehirned to me as incomplete.
NOTE - In accordance with General Statutes 143 21 S 6A and 143- 15.61), 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$25,000 per violation.
DocuSigned by:
Signature: Date:
6/7/2024 1 9:53 AM PDT
_
„3B6Ei2$c67c4AE
FORM: FTA 10-23 Page 5 of 5

40 WithersRavenel
No Our People.Your Success.
August 28,2024
NCDEQ
Division of Water Resources
Attn: Tanvir Pasha
3800 Barrett Drive
Raleigh, NC 27609
RE: Carolina Springs Blvd,Section A
FTA Sewer, 15t Submittal
NCDEQ Permit No.WWO042565
WR Project No.02190372.20
To Mr. Pasha,
We are writing this letter in response to comments dated 07/11/2024. Each of the comments are repeated
below,followed by our response.
1. Is this an ARPA funded project? If so,please include the DWI assigned ARPA project number in your
response.
RESPONSE: No this is not an ARPA funded project.
2. FTA Section VI.8 indicated that the flow has already been allocated in previous permit. However,
previous permit was issued for zero flow. As this is a zero flow modification on a zero flow permit,
please use the 'other' box and explain it there.
RESPONSE: Explanation has been provided in the Other section.
3. Do you have any information on the establishment type that can be used in FTA table VI.7? If so,
please update that table as per 02T.0114(f)and Section 18.1.(e)of SL 2023-137.
RESPONSE: Establishment has been listed as residential domestic flow from Carolina Springs
Ph 1 Sections 1-5 into the outfall.
4. Update FTA table V11.1 with notes for the sewer lines that are existing and sewer lines that are
proposed similar to your narrative.
RESPONSE: I broke out the LF of sewer line that was associated with the existing permit and
the LF that was being added/proposed with the modification.
5. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization specified
in Section IX.5.of the Fast Track Application. This information can be entered into a comprehensive
narrative.
RESPONSE: This information has been added to the updated narrative which is attached.
6. Your maps are not clear and do not show existing and proposed sewer lines. According to Section
F of the Application Instructions,an 8.5-inch x 11-inch color copy of a USGS Topographic Map and
an aerial map should be included with the application. The maps need to clearly identify the project
area, including the closest surface waters, general location of the gravity sewer, pumpstations, and
force mains, and the downstream connection points for the receiving sewer. Please provide the
required maps according to the application requirements.
167 E Chatham St, Suite 210 1 Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

40 WithersRavenel
No Our People.Your Success.
/ RESPONSE:All of the sanitary sewer line out there is installed. The only portions that are not
installed are part of another permit and installed by the commercial developer to the east.
Additional labels and callouts have been shown on the map exhibits.
7. If any portion/whole permit is certified, attach the certification document (page 5) and indicated
that on the maps.
RESPONSE: The partial certification has been listed on the exhibit maps and listed in the
narrative cover letter as well.
Sincerely,
WithersRavenel
Curt Blazier, PE
Director of Engineering, Design + Planning
Carolina Springs Blvd,Section A Comment Response Letter WR Project No. 02190372.20
August 28,2024 Pa g e 12

11 WithersRavenel
Our People.Your Success.
August 26, 2024
Town of Holly Springs
Development Engineering Services
128 South Main Street
Holly Springs, NC 27540
RE: Carolina Springs Sanitary Sewer Line Permit modification &Certification - WQ0042565
Dear Mr. James Smith:
The attached Fast Track application is for a proposed modification to existing NCDEQ permit
WQ0042565. The existing permit was previously approved for 180 LF of 8", 115 LF of 16", and
996 LF of 18" gravity sewer pipe, for a total of 1,291 LF. At the time of permit application
submittal in 2021 on this project, there was a discrepancy between the pipe quantities in the
cover letter narrative and the pipe quantities in the FTA table. NCDEQ permitted the project
based off the cover letter narrative, which are listed above and were lower than what was being
proposed to be installed. With this proposed modification, there is an additional 303 LF of
gravity sewer pipe being added: 2 LF of 16" gravity sewer pipe and additional 301 LF of 18"
gravity sewer pipe. All of this pipe infrastructure has been installed to date. With this addition,
the total length of gravity sewer pipe is 1,594 LF. This is more than a 10% increase and requires
a permit modification.
A partial certification dated 2/6/23 was submitted to NCDEQ for 117 LF of 16" gravity sewer,
133 LF of 18" DIP, and 1164 LF of 18" PVC gravity sewer.
The project required temporary stream channel impacts that were covered under NWP 12 as
part of the 404 permit SAW-2017-01322 issued by USACOE dated 8/18/20.
Attached, please find the permit modification application documents, engineering Final
certification, as-built drawings, fee, and all associated documents for your review.
If you have any questions or need additional information, please do not hesitate to contact me at
[e-mail]
Sincerely,
WithersRavenel
5�
Curtis M Blazier, PE
Director of Engineering, Design & Planning
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. C-0832
Asheville I Cary I Greensboro I Pittsboro I Raleigh I Wilmington

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Portion of: .M►�
Carolina Springs Ph 1,Sections 1-5 180 LF of 8" DIP Sewer Line
Permit No.WQ0042679 FINAL CERTIFICATION DATE:02-21-2024
FINAL CERTIFICATION DATE: 2-19-2024 Permit No: WQ0042565
11,967 LF of 8"Gravity Sewer Line
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.1 117 LF of 16" DIP Sewer Line - ,l
• , 3 133 LF of 18" DIP Sewer Line
1,164 LF of 18" PVC Sewer Line
PARTIAL CERTIFICATION DATE:02-06-2023
Permit No: WQ0042565 'v W'
Pump Station#1
Permit No.WQ0042364 •• gat ,
FINAL CERTIFICATION �► r ;
DATE: 2-10-2023 A
220 LF of 8"Sewer Line
205 LF of 18"Sewer Line 1154
20 LF of 8" Force Main _ _ ° Portion of 14" Force Main •�
�r y
18,450 LF of 14" Force Main - r ^_. as part of WQ0042364 ` "' •
Carolina Springs Blvd - Section A - Sanitary Sewer Permit Modification - WQ0042565

Big Branch
/ Stream Index: 18-7-6-1 •
Classification: C a 011111C
River Basin: Cape Fear o
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\ 180 LF of 8"DIP Sewer Line
FINAL CERTIFICATION DATE:02-21-2024
Permit No.WQ0042565
. 1
117 LF of 16" DIP Sewer Line
133 LF of 18" DIP Sewer Line
1,164 LF of 18" PVC Sewer Line
FINAL CERTIFICATION DATE:02-06-2023
Permit No.WQ0042565
Portion of 14" Force Main
/ o as part of WQ0042364
Woods Greek
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Carolina Springs Blvd. - Section A - Sanitary Sewer Permit Modification - WQ0042565
Pump Station#1 USGS Map
Permit No.WQ0042364 (NTS)
FINAL CERTIFICATION
DATE: 2-10-2023
220 LF of 8"Sewer Line APEX QUADRANGLE
205 LF of 18"Sewer Line NORTH CAROLINA-WAKE CO.
20 LF of 8" Force Main 7.5-MINUTE SERIES(TOPOGRAPHIC)
18,450 LF of 14" Force Main

DocuSign Envelope ID:69OBC305-EABO-4EF7-B72E-25EE6283D189
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I.RAN • �f
�JTTHE TOWN OF ollSpring
April 26, 2024 ✓�� f° !
F��f
Director, Division of Water Resources
Raleigh Regional Office ,
Water Quality Operation Section
3800 Barrett Drive
Raleigh, NC 27609 �
Re: Application for Sewer Extension Permit MODIFICATION
Project: Carolina Springs Blvd Section A
Permit: WQ00042565
Dear Sir or Madam:
Please find enclosed the following items in application for a sewer extension permit to the Town
of Holly Springs existing sewer distribution system:
0 One original and one copy cover letter including a project narrative
o A check in the amount of$600.00
0 One original and one copy of the State of North Carolina Fast Track Sewer System
Extension Application (FTA 10-23)
0 Two copies of FTSE 10-23 Flow Tracking/Acceptance Form
0 Two color copies of a 8.5-inch by I I-inch portion of a 7.5 minute USGS Topographic
Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally-required Design and Application Certification
Feel free to contact me at 919-577-3150 should you have any questions or need additional
information in order to process this application.
Sincerely, Ds Ds
;9V25PA'rffih,
Ken P.E., CFM Rachel Jones catherine Jacobs
Executive Director of Utilities and Infrastructure
KP/ek
cc: Project Consultant Engineer, Curt Blazier, PE
Rachel Jones, Utility Engineer
Drew Johnson, Development Construction Manager
Emily Koncz, Utility Permitting Specialist
3002
04 172018
Utilities and Infrastnicture Services
P.O. Box 8 - 128 S. Main Street - Holly Springs, Ni_ 27540 - www,hollvspringsnc.gov

DocuSign Envelope ID:69OBC305-EABO-4EF7-B72E-25EE62830189
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04 172018
Utilities mul Infrastructure Services
P.O. Box 8 128 S. Main Sheet • Holly Springs, NC 27540 * www.hollyspringsnc.gov

DocuSign Envelope ID:69OBC305-EABOAEF7-B72E-25EE6283D189
DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
Sewer Design and Application Certification
L
Note: This form must be submitted with the Fast Tract Application for extension to the Town of C
Holly Springs Sewer System
Carolina Springs Blvd Section A �.
Project: cm C
Design Engineer: WlthersRavenel, Inc - Curtis Blazier
Address: 137 S. Wilmington Street, Suite 200, Raleigh, NC 27601 � D
Phone Number: 919-469-3340 Email: [e-mail]
r..
r
n
Date Complete Application Package Received by Town:
5/3/2024
CIS DS DS
Date Approved: �� (by RJ) Kv (by KDP) C (by CJ)
As design engineer for this project, I certify the following(please check(r)each applicable box):
m That the design of the project is in complete conformance with the Town of Holly
Springs Engineering Design and Construction Standards and NC DEQ Sanitary Sewer
Design Regulations;
29 That each of the following items are completed and enclosed for submittal to the State for
a sewer extension pen-nit:
x One original and one copy of a cover letter that includes a project narrative
r, A check in the amount of$600.00 to NC DEQ
o A check in the amount of$200.00 to the Town of Holly Springs
0 One original and one copy of the State of North Carolina form FTA 04-16
Fast Tract Sewer System Extension Application
0 Two copies of form FTS E 10-18 Flow Tracking for Sewer Extension
Applications
0 Two color copies of an 8.5-inch by 1 1-inch portion of a 7.5-minute USGS
Topographic Map showing project area
0 Two copies of a street level map showing all relevant project areas
0 One copy of the locally-required Design and Application Certification (This
form)
Docuftned by
Design Engineer's Signature S aiLr Date 3/4/2024
DWSEDWCOGDQA...
Please contact Emily Koncz at(919) 557-2933 or rmih.konc7(rr;hullysprin� nc.go� if you have
any questions.
2003 Sewer Design Application Certification
10.25.23
Utilities and Infrastructure Services
P.O. Box 8 • 128 S.Main Street • Holly Springs,NC 27540 1 wwrv.hollyspringsne gov

DocuSign
Certificate Of Completion
Envelope Id:690BC305EAB04EF71372E25EE6283Dl89 Status:Completed
Subject:Complete with DocuSign:42201 Carolina Springs Blvd Sec A Sewer Permit Modifications.doc Sewer...
Source Envelope:
Document Pages:24 Signatures:2 Envelope Originator:
Certificate Pages:5 Initials:5 Emily Koncz
AutoNav:Enabled PO Box 8
Envelopeld Stamping:Enabled Holly Springs, NC 27540
Time Zone:(UTC-05:00)Eastern Time(US&Canada) emily.koncz@holiyspringsnc gov
IP Address:204,84,166.2
Record Tracking
Status:Original Holder:Emily Koncz Location:DocuSign
4/29/2024 9:53:22 AM [e-mail]
Signer Events Signature Timestamp
Rachel Jones D5 Sent:4/29/2024 10:00.13 AM
[e-mail] Resent:5/1/2024 9:19:59 AM
Utility Engineer Viewed: 5/3/2024 4:57:54 PM
Security Level:Email,Account Authentication Signed:5/3/2024 4:58:33 PM
(None) Signature Adoption:Pre-selected Style
Using IP Address:64.98.121.61
Electronic Record and Signature Disclosure:
Accepted:5/17/2021 2:39:29 PM
ID:126bfa6d-c99c-4 b40-be28-00a a263 b860b
Company Name:Town of Holly Springs
Catherine Jacobs E'3"
Sent:513/2024 4:58:39 PM
[e-mail] Resent:5/612024 8:03:19 AM
Engineering Manager Resent:51612024 4A0:24 PM
Security Level: Email.Account Authentication Resent:61612024 2:30:46 PM
(None) Signature Adoption:Pre-selected Style Viewed.6/6/2024 2:32:27 PM
Using IP Address.204 84 166 2
Signed:6/6/2024 2:33:40 PM
Electronic Record and Signature Disclosure:
Accepted:6/6/2024 2:32:27 PM
ID:eb3630a5-cb53-42f5-b6d5-1c7c23d43f64
Company Name:Town of Holly Springs
Kendra Parrish Doco9Qni"°y Sent:6/6/2024 2:33:47 PM
[e-mail] Cur Viewed:6/7/2024 12:53:45 PM
Director of Utilities&Infrastructure "'W'25C°"`AE Signed:6/7/2024 12:53:58 PM
Holly Springs
Security Level:Email,Account Authentication Signature Adoption.Pre selected Style
(None) Using IP Address:204 64 166 2
Signed using mobile
Electronic Record and Signature Disclosure:
Accepted:6/7/2024 12:53:45 PM
ID:eeaf3c3f-fcff-4bee-8657-ce4ffa600e9b
Company Name:Town of Holly Springs
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp

Electronic Record and Signature Disclosure created on: 11/12/2020 9 42 57 PM
Parties agreed to:Rachel Jones.Catherine Jacobs,Kendra Parrish
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Town of Holly Springs.

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2017-01322 County:Wake U.S.G.S.Quad:NC-Apex
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Shenandoah Homes LLC.
David Stallings
Address: 3724 National Drive,Suite 220
Raleigh,NC 27612
Size(acres) —23 acres Nearest Town Holly Springs
Nearest Waterway Big Branch River Basin Cape Fear
USGS HUC 03030004 Coordinates Latitude:35.6846
Longitude:-78.8669
Location description: The pro aect site is approximately 23 acres located north of Woods Creek Road between Old Holly Springs
Apex Road and Woodfield Dead End Road in Holly Springs,Wake County,North Carolina.
Description of projects area and activity: This verification authorizes 130 linear feet of permanent stream channel impacts,33
linear feet of permanent(no functional loss)stream channel impacts, 104 linear feet of temporary stream channel impacts,
0.035 acres of permanent wetland impacts and 0,01 acres of temporary wetland impacts for the construction of two road
crossings under NWP 39.This verification authorizes 70 linear feet of temporary stream channel impacts for sanitary sewer
crossings under NWP 12.
Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP 39.Commercial and Institutional Developments and NWP 12.Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 6/17/2020, and the enclosed plans Wetland and Stream Impact Maps dated
6/3/2020.Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order,a restoration order,a Class I administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,suspended
or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or modified, this
verification will remain valid until the expiration date identified below, provided it complies with all requirements of the modified
nationwide permit. If the nationwide permit authorization expires or is suspended,revoked,or is modified,such that the activity would
no longer comply with the terms and conditions of the nationwide permit,activities which have commenced(i.e.,are under construction)
or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity is completed
within twelve months of the date of the nationwide permit's expiration,modification or revocation,unless discretionary authority has
been exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA),prior
to beginning work you must contact the N.C.Division of Coastal Management Morehead City,NC,at(252)808-2808.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits.

If there are any questions regarding this verification,any of the conditions of the Permit,or the Corps of Engineers regulatory program,
please contact Lyle Phillips at(919)554-4884 X25 or George.L.Phillips(&usace.army.mil.
PHILLIPS.GEORGE.L.15 Digitally signed by
PHILLIPS.GEORGE.L.1 57401 831 1
74018311 Date:2020.08.18 08:34:49-04'00'
Corps Regulatory Official: Date: 8/18/2020
Expiration Date of Verification: 03/18/2022
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so,please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.anny.mil/cm_apex/f?p=13 6:4:0
Copy furnished: Stephanie Goss—NCDEQ-DWR—3800 Barrett Drive,Raleigh,NC 27609

Action ID Number: SAW-2017-01322 County: Wake
Permittee: Shenandoah Homes LLC., David Stallings
Project Name: Carolina Springs—Ice Plex & Access Road
Date Verification Issued: 8/18/2020
Project Manager: Lyle Phillips
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Lyle Phillips
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest,North Carolina 27587
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S.Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

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i OF 2190372.10 HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA C919.469.33401 license#:C-08321 www.withersravenel.com

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EB 06/03O 20D20 CAROLINA SPRINGS-ICEPLEX ACCESS ROAD OVERALL WETLAND AND STREAM IMPACT MAP 1� 5B
Drawn By Date
Engineers I Planners I Surveyors
m Checked By jot)No. 115 MacKenan Drive I Cary,NC 27511
i OF 2190372.10 HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA t:919.469.33401 license#:C-0832I—withersravenel.com

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/ < UPSTREAM STREAM
/ X!Q TEMPORARY IMPACT AREA 2 I _ / � / / � / ����� PERMANENT STREAM
COFFERDAM TEMPORARY STREAM ACT
� ) TEMPORARY CONSTRUCTION TEMPORARY STREAM
( ACCESS\ Op 6. J / I / 3�(29i SF)
\ — J s/ 285 I 285_ dy��� / / CULVERT UPSTREAM CULVERT DOWNSTREAM
IMPAC AREA 2 Ci s 295 295 295 295
P \f�ftl�LIN� \ l �V 290 PERMANETSTREAM IMPACT
290
_ CULVEIT CROSSING
\ \ _130 LF(1102 SF)
q xOp �¢ 295 PROPOSED GRADE
� PROPOSED GRADE
\ \ � � \ \� ✓ / — � - I
46+007+00 I 7 +00 7-
290 290 290 290
IMPACT AREAI—
i_ PERMANET STREAM IMPACT
RIP-RAP DISSIPATOR S R l R •2� R ( CA LI A RINps OWL Dl
(NO PERMANENT LOSS) N
- 33 LF(315 SF)
2851 1 1 1285; 285 285
290
I EXISTING GRADE EXISTING GRADE
y
285 IMPACT AREA 2
I \ 1 1 ? a \ a TEMPORARY STREAM IMPACT
TEMPORARY CONSTRUCTION
ACCESS
TEMPORARY DOWNSTREAM 1 66 LF(54 SF) / / 280 280 280 - 280
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EB 06/03D 20D20 CAROLINA SPRINGS—ICEPLEX ACCESS ROAD WETLAND AND STREAM IMPACT MAP 1� shCo.
Drawn By Date
Engineers I Planners I Surveyors
m Checked by ]Ob NO. 115 MacKenan Drive I Cary,NC 27511
i DF 2190372.10 HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA t:919.469.3340I license#:C-0832 I www.withersravenel.com

IMPACT LEGEND
WETLANB KREA W 9 \\ \ 1 1 \
\ i \ \ \ \ I I I I ® PERMANENT WETLANDS
\ \ \ \ I \ \ \ \ \ \ I I I \
\ \
I'a1r� J�122 PL TEMPORARY WETLANDS
� ) > TT \ \ \ \ I I I � � \
IMPACT AREA 1 \ l \ \ \ PERMANENT STREAM(PERMANENT-NO PERMANENT LOSS)
>TEMPORARY WETLAND IMPACT I I \ \
\`\ \ l RIP-RAP INSTALLATION I \ \ ����� PERMANENT STREAM
0.010 AC(451 SF)
may. y — TEMPORARY STREAM
dil
\ `\\`\\ \\ \�\ IMPACT AREA 1
\ \ I \ \ \ \ sPERMANENT WETLAND IMPACT
\ \ \\t1 \\ \\\ \\ \ ROAD CROSSING AND GRADING \ \ \ W \
W W W \ \ \ \ \ 0.03 AC(1507 SF) \ \
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C OUNA SPR1N GZ EVAR
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EB 06/03D20D20 CAROLINA SPRINGS-ICEPLEX ACCESS ROAD WETLAND AND STREAM IMPACT MAP 1� SD
Drawn By Date
Engineers Planners Surveyors
m Checked by lot,No. 115 MacKenan Drive I Cary,NC 27511
i DF 2190372.10 11HOLLYSPRINGS WAKE COUNTY NORTH CAROLINA t:919.469.33401 license#:C-08321 www.withersravenel.com

� �
IMPACT LEGEND
\F40??II �II Y\ /) l ® PERMANENT WETLANDS
TEMPORARY WETLANDS
/ // ' � ` ' / ', ( J I ( I \ �`� `\ II I I ( I ``\ ) `l —r�/ �r"���� 1 `J\� • ��®� PERMANENT STREAM PERMANENT-NO PERMANENT LOSS
/,�/ / / /I i /( l /1`�IIII , II I I I I jil �I I r5/� t �/�1} / / FLOODWAY
J J J // cn I I I ro , I I I J �} r I ` PERMANENT STREAM
I I I I I ( / r _ r W lHOL�PRfNG� J I I I I I N I I I ( III(J J1 Jl /� / L
ENNAIIR CA OLI ASLLC �_—" o TEMPORARYSTREAM
I I I I I DBLI111�p53�724ry f'�� r / — / _� �"�F'15 F �/ 1( I I II I �' �/ / f ' \� °
IIII 120NNPlDITI �1
I I 1 TO N 0 OLNY SPRIN19S
IMPACT AREA 3\\ \ \ \ Y \ \ \ TEMPORARY STREAM IMPAC PT �\ \ \� TO /OF BAN
K�TYP.) /
TEMPORARY CONSTRUCTION'
ACCESS \ \\ \ I 7l / S� c/ L / /
\\ \ \\ \\\\ \\ \ \ l \\\ SEWER CROSSING 1 I )�1l ( �� /�✓/ _ C ' c J
39 LF(633 SF) ) I 1
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0, —261,
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i No. Revision Date B Designer Scale 140 WithersRavenel
EB 06/03D 20D20 CAROLINA SPRINGS-ICEPLEX ACCESS ROAD WETLAND AND STREAM IMPACT MAP 10 s hEN°.
Drawn By Date
Engineers Planners Surveyors
m Checked By ]ob No. 115 MacKenan Drive I Cary,NC 27511
i DF 2190372.10 HOLLYSPRINGS WAKE COUNTY NORTH CAROLINA t:919.469.33401 license#:C-08321 www.withersravenel.com

IMPACT LEGEND
PERMANENT WETLANDS
TEMPORARY WETLANDS
PERMANENT STREAM(PERMANENT-NO PERMANENT LOSS)
SB04 STAR M�\
\FLAG \ a \ 0 BEN A SANb\WOE DS\CRECEPROJ\ T ROD / / / / / / ����� PERMANENT STREAM
IMITS�F / I // J- TEMPORARY STREAM
CONSTRUCTION
30-TOWN OF HOLL�PRINGS
\ PUBLIC UTILITY-EASEMENT / / ,/
FEMA 100 YEAR
} I I I I \ \ \ \ \ \ \ I I FtOODPLAIN r Z\
17
IMPACTAREA4 \ \\ \\ \ \
TEMPORARY STREAM IMPACT' \ \ \ \ \ a�i
TEMPORARY CONSTRUCTION \ \
SEWER CRO STING
xx31 LF(1267 SF)
/ O CAPE FE4R-BUFFER
)STREAM
E \\ \ \ L
IrJ�
N—
Vr FLOODW Y
\ 4W S ART �� S SB01 DWR
FE�UJFER J�I�� START BUFFER
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\\ ' J v�a>%� p)�
_-
\ lzz
Zq (/ GRAPHIC SCALE
50 0 25 50 100
Ix \ ,\
\��=i 1 inch=50 ft.
i No. Revision Date Bv Designer Scale AS �0 WithersRavenel
EB 06/03D 20D20 CAROLINA SPRINGS—ICEPLEX ACCESS ROAD WETLAND AND STREAM IMPACT MAP 1� shFNo.
Drawn By Date
Engineers Planners Surveyors
m Checked By ]ob No. 115 MacKenan Drive I Cary,NC 27511
i DF 2190372.10 HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA t:919.469.3340 1 license#:C-08321 www.withersravenel.com

DocuSign Envelope 10:69OBC305-EASO-4EF7-1372E-25EE6283D189
9At[p
ROY COOPER
l, _ n
Governor ,
ELIZABETH S.BISER „a
Secretaryauw.s�'
S.DANIEL SMITH NOR III CAROLINA
Director Environmental Quality
July 7, 2021
Kendra Parrish, Executive Director of Utilities& Infrastructure
Town of Holly Springs
128 South Main Street
Holly Springs, NC 27540
Subject: Permit No. WQ0042565
Town of Holly Springs
Carolina Springs Blvd. Section A
Wastewater Collection System Extension Permit
Wake County
Dear Ms. Parrish:
In accordance with your application received May 24, 2021, we are forwarding herewith Permit No.
WQ0042565 dated July 7, 2021 to the Town of Holly Springs (Permittee) for the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded and shall be subject to the conditions and limitations
as specified therein. This cover etter shad be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 02T.0403 or any individual system-wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities,the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit, regulations, or the Minimum Design Criteria. [15A NCAC 02T.01161
It shall be responsibility of the Permittee to ensure that the as-constructed project meets the appropriate
design criteria and rules. Failure to comply may result n penalties in accordance with North Carolina
General Statute §143 215.6A through §143 215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina-licensed Professional Engineer to
the licensing board.
D��.�- tJorth Carolina[)apartment of F.nvlronmental Quality Ulvlsirni nt Water Resources
Raleigh Regional Office 13800 Barrett Drive Raleigh.North Carolina 27609

DocuSign Envelope ID:690BC305-EABO-4EF7-872E-25EE6283D189
Town of Holly Spr ngs
Permit No.WQ0042565
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 150E 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.
If you need additional information concerning this matter, please contact Ted Cashion via e-mail at
[e-mail].
Sincerely,
EDocuSigned by:
VVM,f,SSX f. kA1,Ac,(,
132916EMB32144F.
forS. Daniel Smith
Director, Division of Water Resources
for by Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: Debra Ferm, P.E.,WithersRavenel ([e-mail])
Raleigh Regional Office Files
DWR Laserfiche
Wake County Health Department
Page 2 of 8

DocuSign Envelope ID:690BC305-EABO-4EF7-B72E-25EE6283Di89
�f
r
NORTH CAROLINA
Environmental Quality
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Town of Holly Springs
Wake County
for the construction and operat on of approximately 180 linear feet of 8 inch gravity sewer,approximately
115 linear feet of 16-inch gravity sewer, and approximately 996 linear feet of 18-Inch gravity sewer to
construct infrastructure only as part of the Carolina Springs Blvd Section A project, and the discharge of
no additional gallons per day of collected wastewater into the Town of Holly Springs existing sewerage
system, pursuant to the application received May 24, 2021 and in conformity with 15A NCAC 02T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12,1996 and updated in March 2008,
as applicable; the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the specified
conditions and limitations contained therein.
DocuSigned by:
E
atn�,SSa f, l��.avAm-(,
na32ad4E
for S. Daniel Smith
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0042565
Permit Issued: July 7,2021
Page 3 of 8

DocuSign Envelope ID:69OBC305-EABO-4EF7-B72E-25EE6283D189
SUPPLEMENT TO PERMIT COVER SHEET
Town of Holly Springs is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Utley Creek Wastewater
Treatment Facility in accordance with Permit Number NC0063096.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable;and the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval
is based on acceptance of the certification provided by a North Carolina-licensed Professional Engineer in
the application. It shall be the Permittee's responsibility to ensure that the as constructed project meets
the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any Special
Conditions identified below.
!. SPECIAL CONDITIONS
NONE
II.STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0116; G.S 143-215.1(d3))
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 02T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.01101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T.0110i
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individua: system-wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 02T .0403. If an individual
permit is not required, the following performance criteria shall be met:
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.
Page 4 of 8

DocuSign Envelope ID:6906C305-EAB04EF7-B72E-2$EE6283D189
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected 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 sewer lines shall be inspected at least once per every six-months and inspections are
documented.
f. A general observation 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 2B .0506(a), and public notice shall be provided as required by North Carolina
General Statute§143 215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require 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.
2. 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.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
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)of this Rule for a minimum of three
years with exception of the map,which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff member at the Raleigh Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
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 renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.;or
b. Any SSO and/or spill over 1,000 gallons;or
c. Any SSO and/or spill, regardless of volume,that reaches surface water
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 [phone] or [phone].
Persons reporting any of the above occurrences shall file a spill report by completing and submitting
Part I of Form CS-SSO (or the most current Division approved form) within five days following first
Page 5 of 8

DocuSign Envelope ID:690BC305-EABO-4EF7-B72E-25EE6283DI89
knowledge of the occurrence. This report must outline the actions taken or proposed to be taken to
ensure that the problem does not recur. 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. [G.S. 143-215.iC(a1))
6. Construction of the gravity sewers, pump stations, and force mains 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. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form with checklist attached to this permit shall be submitted with the
required supporting documents to the address provided on the form. A complete certification is one
where the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to comp'etion
of this Engineer's Certification shal! be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement,then a copy of the Articles
of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately
filed with the applicable County's Register of Deeds office shall be submitted with the certification.
A complete cert fication !s one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings(plan & profile views of sewer lines&force
mains) of the wastewater collection system extens on. Final record drawings should be clear on
the plans or on digital media (CD or DVD disk) and are defined as the design drawings that are
marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,velocity,
pump cycle times, and level control settings, pump station buoyancy, wet well storage, surge
protection, detention time in the wet well, and force main, ability to flush low points in force
mains with a pump cycle, and downstream sewer capacity analysis. If a portable power source or
pump is dedicated to multiple stations, an evaluation of all the pump stations' storage capacities
and the rotation schedule of the portable power source or pump, include travel timeframes,shall
be provided.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided,or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including but not limited to pipe length changes of 10% or
greater, increased flow, pump station design capacity design increases of 5% or greater, and
increases in the number/type of connections), regulations, or the Minimum Design Criteria.
Requested modifications or variances to the Minimum Design Criteria will be reviewed on a case-by-
case basis and each on its own merit Please note that variances to the Minimum Design Criteria
should be requested and approved during the permitting process prior to construction. After-
Page 6 of 8

DocuSign Envelope ID:69OBC305-EABO-4EF7-B72E-25EE6283D189
construction requests are discouraged by the Division and may not be approved, thus requiring
replacement or repair prior to certification &activation. [15A NCAC 02T.0116j
8. Gravity sewers installed greater than ten percent below the minimum required slope per the Division's
Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified until
corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case-by-case basis. Resolution of such request shall be evident prior to completing and submitting
the construction cert.fication. [ 15A NCAC 02T.0105(n))
9. A copy of the individual permit and construction record drawings shall be maintained on file by the
Permittee for the life of the wastewater collection facilities. [15A NCAC 02T.01161
10. Failure to abide by the conditions and limitat'ons contained in this permit; 15A NCAC 02T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast-Track Permitting of Pump Station and Force Mains adopted June
1, 2000 as applicable; and other supporting materials may subject the Permittee to an enforcement
action by the Division,in accordance with North Carolina General Statutes§143-215.6A through§143-
215.6C, construction of additional or replacement wastewater collection facilities, and/or referral of
the North Carolina-licensed Professional Engineer to the licensing board. 115A NCAC 02T.0108(b-c))
11. In the event that the wastewater collection fac lities fail to perform satisfactorily, including the
creation of nuisance conditions,the Permittee shall take immediate corrective action,including those
as may be required by this Division, such as the construction of additional or replacement facilities.
[15A NCAC 02T.0110; 15A NCAC 02T.0108(b)j
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules,regulations,or ordinances that may be imposed by the Division any other Federal,State,or Local
government agencies which have jurisdiction or obtaining other permits which may be required by
the Division or any other Federal,State,of Local government agencies. [G.S. 143-215.1(b))
Page 7 of 8

DocuSign Envelope ID:69OBC305-EABO-4EF7-872E-25EE6283D189
CERTIFICATION CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers,per 15A NCAC 02T.0116.
Certifying Engineer:
Certification Review Date:
Project Name:
WQ00 Project County:
1) Has permittee information changed since the permit was issued(or last modified):change of mailing address,
change of ownership,transfer from developer to HOA/POA, etc. ❑ Yes ❑ No
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the HOA/POA must occur with the first certification.
2) Have the as-built drawings have been signed,sealed,and dated by an N.C. PE? ❑ Yes ❑ No
3) Final Engineering certification? ❑ Yes ❑ No
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase,what was previously certified(if applicable),and what is left to be certified.
4) Adequate information related to sewer lines: ❑ Yes ❑ No [ N/A
• Three feet minimum cover has been provided for all sewers un:ess ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line,at all changes in grade,size,or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: ❑ Yes ❑ No n N/A
• Ensure power reliability option was selected per 15A NCAC 02T.0305(h).
6) Was project construction completed in accordance with all of the following: ❑ Yes ❑ No ❑ N/A
• 15A NCAC 02T, Minimum Design Criteria (MDC)for the permitting of Gravity Sewers (latest version),and MDC
for the Permitting of Pump Stations and Force Mains (latest version)?
If not,a variance approval is required in accordance with 15A NCAC 02T.0105(b), prior to certification and operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations,and any other
pertinent information to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter.A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does the project contains high priority lines(15A NCAC 02T.0402(2))? ❑ Yes ❑ No
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language,the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit(including but not
limited to pipe length changes of 10%or greater,change in flow,pump station design capacity design change of 5%or
greater,and/or change in the number/type of connections)? ❑ Yes ❑ No
• :f yes,a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation.
North Carolina Department of Environmental Quality Division of Water Resources
Raleigh Regional Office 1 1628 Mail Service Center,Raleigh.NC 27699-1628
Physical Address: 3800 Barrett Drive.Raleigh.NC 27609 919-791-4200

DocuSign Envelope ID:690BC305-EABO-4EF7-B72E-25EE6283Di89
FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: Town of Holly Springs
PERMIT#: WQ0042565
PROJECT: Carolina Springs Blvd. Section A
ISSUE DATE: July 7, 2021
This project shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation. It
should be submitted in a manner that documents the Division's receipt. Send the required documentation
the Regional Supervisor, Water Quality Regional Operations Section at the address at the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Cert fication shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERKTTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name,Title Signature Date
ENGINEERS CERTIFICATION
1, as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (❑ periodically, ❑ weekly, E] full time) the construction of the
project name and location as referenced above for the above Permittee hereby state that,to the best of
my abilities, due care and diligence was used in the observation of the following construction:
approximately 180 linear feet of 8-inch gravity sewer, approximately 115 linear feet of 16-inch gravity
sewer, and approximately 996 linear feet of 18-inch gravity sewer, such that the construction was
observed to be built within substantial compliance of this permit; 15A NCAC 02T; the Division of Water
Resources' (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast-Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's Seal w/signature&date.
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers(attach if necessary):
North Carolina Department of Environmental Quality I Division of water Resources
Raleigh Regional Office 1 1628 Mail Service Center,Raleigh.NC 27699-1628
Physical Address: 3800 Barrett Drive.Raleigh.NC 27609 919 791-4200

9/16/24, 12:43 PM Mail-Pasha,Tanvir-Outlook
RE:[External]WQ0042565,it was mailed to the state on 04/26/24- REPLY NEEDED
Blazier,Curt<cblazier@withers raven el.com>
Mon 9/16/2024 11:02 AM
To:Pasha,Tanvir<[e-mail]>
Cc:Penland,Kristy<[e-mail]>;Rios-Moore,Sol<[e-mail]>;Sefranek,Emily<[e-mail]>
()1 1 attachments(710 KB)
FTA 10-23_202310250916316866.pdf;
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.
Tanvir—
Attached is the FTA per our phone conversation this morning.
Thanks,
Curt
10 Curt Blazier, PE
1/ DIRECTOR OF ENGINEERING, DESIGN
PLANNING
t:919.535.5200 d:919.280.5753 Raleigh,NC WITHERSRAVENEL.COM
From:Blazier,Curt
Sent:Wednesday,August 28,2024 2:52 PM
To:Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Cc:Penland,Kristy<[e-mail]>;Rios-Moore,Sol<[e-mail]>;Sefranek,Emily<[e-mail]>
Subject:RE:[External]WQ0042565,it was mailed to the state on 04/26/24-REPLY NEEDED
Tanvir—
Attached are the comment response letter(CRL),updated cover letter narrative,maps,and permit docs per your request. Please let me know if you have any
questions. I can be reached at my cell phone shown in Sig block.
Thanks,
Curt
10 Curt Blazier, PE �
1/ DIRECTOR OF ENGINEERING, DESIGN + O' ©'7i G
PLANNING
t:919.535.5200 d:919.280.5753 Relelah,NC WITHERSRAVENEL.COM
From:Pasha,Tanvir<[e-mail]>
Sent:Friday,August 23,2024 5:19 PM
To:Blazier,Curt<[e-mail]>
Subject:[EXTERNAL]Re:[External]WQ0042565,it was mailed to the state on 04/26/24
CAUTION:This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
You can send them to me directly.I do not need a check anymore as I kept that application open.You can email all necessary information or drop a package to the office.Please
make sure that your submission is well under the radar of TOHS.
Thanks
Tanvir
A B M"Tanvir"Pasha(he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive,Raleigh,NC 27609
Office:919-791-4250;Cell:984-202-3390
[e-mail]
NORIHCAROuwD E Q>
oewmrcmaumman,ea�ai auar� /"�
https://outlook.office.com/mail/inbox/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQANBi4JNOpZtGn9CyzMudxGE%... 1/5

9/16/24, 12:43 PM Mail-Pasha,Tanvir-Outlook
From:Blazier,Curt<[e-mail]>
Sent:Friday,August 23,2024 5:12 PM
To:Pasha,Tanvir<tanvir.pasha deq.nc.gov>
Subject:RE:[External]WQ0042565,it was mailed to the state on 04/26/24
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 baron the Home tab.
OK thanks for the update. I can't remember—I know we are working with TOHS on this. Do we resubmit to TOHS and then they submit to you? Or can we
resubmit directly to you?
Thanks,
Curt
From:Pasha,Tanvir<tanvir.pasha(adeq.nc.gov>
Sent:Friday,August 23,2024 5:11 PM
To:Blazier,Curt<cblazier(a)withersravenel.com>
Subject:[EXTERNAL]Re:[External]WQ0042565,it was mailed to the state on 04/26/24
CAUTION:This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Sorry Curt,I went to attend something urgently.No worries on submitting it.We can make the call Monday.I do have some meeting until 12:00 PM.You can call after that.
A B M"Tanvir"Pasha(he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive,Raleigh,NC 27609
Office:919-791-4250;Cell:984-202-3390
[e-mail]
NORTH CAFOL D E Q��
ow.mm.mau.nonm�m�i \ /
From:Blazier,Curt<cblazier(awithersravenel.com>
Sent:Friday,August 23,2024 5:01 PM
To:Pasha,Tanvir<tanvir.pasha @deq.nc.gov>
Subject:RE:[External]WQ0042565,it was mailed to the state on 04/26/24
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.
Tanvir—
I was trying to get this package out the door today to you,but it looks like it is going to be Monday. Just tried to call your phone but VM did not kick in. I will try
reaching out again on Monday morning.
Thanks,
Curt
From:Pasha,Tanvir<[e-mail]>
Sent:Thursday,August 22,2024 10:21 AM
To:Blazier,Curt<[e-mail]>
Subject:[EXTERNAL]Re:[External]WQ0042565,it was mailed to the state on 04/26/24
CAUTION:This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
You can reach out today at 919-791-4250 or tomorrow at 984-202-3390.
A B M"Tanvir"Pasha(he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive,Raleigh,NC 27609
Office:919-791-4250;Cell:984-202-3390
[e-mail]
�EQ��
a �
From:Blazier,Curt<[e-mail]>
Sent:Thursday,August 22,2024 10:03 AM
To:Pasha,Tanvir<[e-mail]>
Subject:RE:[External]WQ0042565,it was mailed to the state on 04/26/24
https://outlook.office.com/mail/inbox/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQANBi4JNOpZtGn9CyzMudxGE%... 2/5

9/16/24, 12:43 PM Mail-Pasha,Tanvir-Outlook
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.
Tanvir—
Do you have any open windows of time today or tomorrow if we have any questions/clarifications needed for comment responses on this?
Thanks,
Curt
From:Pasha,Tanvir<[e-mail]>
Sent:Thursday,August 22,2024 8:46 AM
To:Blazier,Curt<cblazier(owithersravenel.com>
Cc:Wilson,Susan A<susan.wilsonPdeq.nc.ggv>;Sefranek,Emily<esefranek(@withersravenel.com>
Subject:[EXTERNAL]Re:[External]WQ0042565,it was mailed to the state on 04/26/24
CAUTION:This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Good Morning Curt,
We are dealing with a lot of applications nowadays,and delays on the applicant's side usually push those applications further down the pile.If you can provide all the
information by tomorrow,I will need 2 weeks to review and draft the permit.
You do not need to submit a new application or pay a fee.Please respond to my question in the previous email.I will update this application with an extension to provide
additional information until August 29,2024.
Thanks
Tanvir
A B M"Tanvir"Pasha(he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive,Raleigh,NC 27609
Office:919-791-4250;Cell:984-202-3390
tanvir.pashaPdeq.nc.gov
D_E Q—�
ea me,o.E.onmen,a�oa��
From:Blazier,Curt<61azier0withersravenel.com>
Sent:Thursday,August 22,2024 8:06 AM
To:Pasha,Tanvir<tanvir.pasha 5)deq.nc.gov>
Cc:Wilson,Susan A<susan.wilson(@deq.nc.ggv>;Sefranek,Emily<esefranek(@withersravenel.com>
Subject:RE:[External]WQ0042565,it was mailed to the state on 04/26/24
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.
Tanvir—
If we are able to get this back to you by EOB tomorrow,as far as comment responses,what can the turnaround time be on review? And I assume we will just
need a new app and fee.
Thanks for your assistance,
Curt
From:Pasha,Tanvir<[e-mail]>
Sent:Wednesday,August 21,2024 2:54 PM
To:Wilson,Susan A<[e-mail]>;Sefranek,Emily<[e-mail]>
Cc:Blazier,Curt<[e-mail]>
Subject:[EXTERNAL]Re:[External]WQ0042565,it was mailed to the state on 04/26/24
CAUTION:This email originated from outside of WithersRavenel. Do not click links or open attachments unless you recognize the sender and know the content is safe.
Hi Emily,
I never got back you guys on this.I was planning to return this application this week.
https://outlook.office.com/mail/inbox/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjEl NGVIMjk4MwAQANBi4JNOpZtGn9CyzMudxGE%... 3/5

9/16/24, 12:43 PM Mail-Pasha,Tanvir-Outlook
--[EXTERNAL]--Fw:Carolina Springs Blvd Section A-Additional Information Request
PT Pasha,TanvirTo: [e-mail]
Cc: [e-mail]; [e-mail]
You forwarded this message on Fri 7/12/2024 1:21 PM
Hello Kendra and Curtis,
After reviewing the Fast Track Sewer System Extension Application for Carolina Springs Blvd Section A,additional information is required in order to further pi
application. Please provide the following information by 08/10/2024,and note that the requested information must be submitted within 30 days of this requ
will be required to submit a new application and application fee in accordance with 15A NCAC 02T.0107.
1.Is this an ARPA funded project?If sotiplease include the DWI assigned ARPA project number in your response.
2.FTA Section VI.8 indicated that the flow has already been allocated in previous permit.However,previous permit was issued for zero flow.As this is a ze
modification on a zero flow permit,please use the'other'box and explain it there.
3.Do you have any information on the establishment type that can be used in FTA table VI.7?If so,please update that table as per 02T.0114(f)and Secti
2023-137.
4.Update FTA table VIIA with notes for the sewer lines that are existing and sewer lines that are proposed similar to your narrative.
S.Please provide the Permit Number/Permitting Status letter for the 404/401 authorization specified in Section IX.5.of the Fast Track Application. This in
entered into a comprehensive narrative.
6.Your maps are not clear and do not show existing and proposed sewer lines.According to Section F of the Application Instructions,an 8.5-inch x 11-inch
USGS Topographic Map and an aerial map should be included with the application. The maps need to clearly identify the project area,including the cle
general location of the gravity sewer,pumpstations,and force mains,and the downstream connection points for the receiving sewer. Please provide th
according to the application requirements.
7.If any portion/whole permit is certified,attach the certification document(page 5)and indicated that on the maps.
15A NCAC 02T.0107 Staff Review and Permit Preparation states:
• "(2)(e)If an application is accepted and later found to be incomplete,the applicant shall be advised how the application or accompanying supporting it
modified to make it complete.The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days,the project will be returned as incomplete.Any resubmittal of a returned applicatioi
accompanied with a new application fee."
A B M"Tanvir"Pasha(he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive,Raleigh,NC 27609
Office:919-791-4250;Cell:984-202-3390
tanvir.pasha deq.nc.gov
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From:Wilson,Susan A<[e-mail]>
Sent:Wednesday,August 21,2024 9:37 AM
To:Sefranek,Emily<esefranek@,withersravenel.com>
Cc:Blazier,Curt<cblazier withersravenel.com>;Pasha,Tanvir<tanvir.pasha d eq.nc.gov>
Subject:RE:[External]WQ0042565,it was mailed to the state on 04/26/24
Emily—
Looks like Tanvir has this one and requested additional information on 7/11/24.
I've copied him here,so he will get back with you.I think he's out in the field today.
And our log in date for the project looks like 6/20/24(?)
From:Sefranek,Emily<esefranekColwithersravenel.com>
Sent:Tuesday,August 20,2024 2:43 PM
To:Wilson,Susan A<[e-mail]>
Cc:Blazier,Curt<[e-mail]>
Subject:[External]WQ0042565,it was mailed to the state on 04/26/24
You don't often get email from esefranekPwithersravenel.com.Learn why this is important
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Hello Susan,
I called earlier to find out the current status of WQ0042565,it was mailed to the state on 04/26/24.Please feel free to follow up through email or
phone for whatever works best for you.
https://outlook.office.com/mail/inbox/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMC04MGIyLTg2ZjE1 NGVIMjk4MwAQANBi4JNOpZtGn9CyzMudxGE%... 4/5

9/16/24, 12:43 PM Mail-Pasha,Tanvir-Outlook
Kindly,
A0 Emily Sefranek O © In O O
1/ PROJECT COORDINATOR II
t:919.535.5200 d:919.238.0445 Raleigh,NC wITMERSRAVENEL.COM
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized state official.
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9/5/24,5:09 PM Mail-Pasha,Tanvir-Outlook
Re: --[EXTERNAL]--Fw: Carolina Springs Blvd Section A_Additional Information Request
Emily Koncz <[e-mail]>
Fri 7/12/2024 3:09 PM
To:Pasha,Tanvir <[e-mail]>
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Message button located on your Outlook menu bar on the Home tab.
Thankyou!
N`xxN, GS Emily Koncz (she/her)I Utility Permitting Specialist
v Town of Holly Springs I Utilities & Infrastructure
PO Box 8 1 128 S Main St I Holly Springs, NC 27540
Office: [phone] 1 www.hollyspringsnc.gov
Ao►th
From: Pasha,Tanvir<[e-mail]>
Sent: Friday,July 12, 2024 1:21 PM
To: Emily Koncz<[e-mail]>
Subject: --[EXTERNAL]--Fw: Carolina Springs Blvd Section A_Additional Information Request
Sorry, my mistake to write Emily's correct email. Here you go!
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
D-E
NORTH CAROLINA
Department of Environmental Quality
From: Pasha,Tanvir
Sent:Thursday,July 11, 2024 1:08 PM
To: [e-mail]<[e-mail]>
Cc: [e-mail]<[e-mail]>; [e-mail]
<cblazier@withers raven eLcom>
Subject: Carolina Springs Blvd Section A—Additional Information Request
Hello Kendra and Curtis,
After reviewing the Fast Track Sewer System Extension Application for Carolina Springs Blvd Section A,
additional information is required in order to further process the application. Please provide the
following information by 08/10/2024, and note that the requested information must be submitted
https://outlook.office.com/mail/id/AAQkAGQ3ZGU4M2U4LTY2ZTUtNDhiMCO4MGIyLTg2ZjEl NGVIMjk4MwAQAECAL4c1gVtGtnfph6ehxK4%3D?nativ... 1/3

9/5/24,5:09 PM Mail-Pasha,Tanvir-Outlook
within 30 days of this request, or the applicant will be required to submit a new application and
application fee in accordance with 15A NCAC 02T .0107.
1. Is this an ARPA funded project? If so,-please include the DWI assigned ARPA project number in
your response.
2. FTA Section V1.8 indicated that the flow has already been allocated in previous permit. However,
previous permit was issued for zero flow. As this is a zero flow modification on a zero flow permit,
please use the 'other' box and explain it there.
3. Do you have any information on the establishment type that can be used in FTA table V1.7? If so,
please update that table as per 02T .0114 (f) and Section 18.1.(e) of SL 2023-137.
4. Update FTA table V11.1 with notes for the sewer lines that are existing and sewer lines that are
proposed similar to your narrative.
5. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization specified
in Section IX.5. of the Fast Track Application. This information can be entered into a
comprehensive narrative.
6. Your maps are not clear and do not show existing and proposed sewer lines. According to Section
F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map and
an aerial map should be included with the application. The maps need to clearly identify the
project area, including the closest surface waters, general location of the gravity sewer,
pumpstations, and force mains, and the downstream connection points for the receiving sewer.
Please provide the required maps according to the application requirements.
7. If any portion/whole permit is certified, attach the certification document (page 5) and indicated
that on the maps.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to make it
complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be returned as
incomplete. Any resubmittal of a returned application shall be accompanied with a new
application fee."
Please contact me with any questions that you may have regarding this request.
*Please note that the fee for fast track sewer extension permits has increased to$600 as of October 3,
2023[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water Quality and
Stormwater Fees, Section 12.14(a)].
Sincerely,
A B M "Tanvir" Pasha (he/him)
Environmental Engineer
Division of Water Resources—Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
Office: 919-791-4250; Cell: 984-202-3390
[e-mail]
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9/5/24,5:09 PM Mail-Pasha,Tanvir-Outlook
D_E ��
NORTH CAROLINA
Department of Environmental Quality
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authorized state official.
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