WQ0045554_Application (FTSE)_20240724

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: WQ0045554 (to be completed by DwR)
All items must be completed or the application will be returned Received June 20, 2024
Updated July 16, 2024
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 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: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
1. Project name: Norris Crossing Phase 3 and 4
2. Application/Project status: ❑ Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Wake
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.6215o Longitude: - 78.8710'
5. Parcel ID (if applicable): 0638-80-2106 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Daniel H. woods
Firm: Peak Engineering & Design, LLC
Mailing address: 1125 Apex Peakwa)
City: Apex
State: NC
License Number: 32616
Zip: 27502 -
Phone number: 919 ) 439 - 0100 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 0037951M
2. Downstream (Receiving) Sewer Information: 18 inch © Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 00192
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.0I 15(c) been attached?
❑ Yes ❑ No 0 N/A
4. Origin of wastewater: (check all that apply):
0 Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f) ❑� Yes ❑ No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow','
No. of Units
Flow
Single Family Residence
255 gal/
104
26,520 GPD
3-4 Bedroom Units
gal/
GPD
Per Town of Holly Springs
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
26,520 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: 26,520 GPD (per.15A NCAC 02T .0114 and G.S. 143-215.11
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
267
DIP
8
6,543
PVC
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.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)? ❑,r Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
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(f) or (g), see Section X.1 of this application
* 15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(I) 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? EZ 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 213.0202
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 are deemed "high -priority?" ❑ Yes 0 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: 9048C90B-A140-434D-BE92-5D416F6A46Bi
X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minintum Design Criteria for the Permittingof PumpStations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria ( latest version) as applicable?
0 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 recluest will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to Ionger
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
sienificant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, Daniel H. Woods , attest that this application for Norris Crossing Phase 3 and 4
(Professional Engineer's name from Applivaion Item Ill I ; (Project Name from Application Item I I I 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 Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
.................................... ..............
North Carolina Professional Engineer's seal, signature, and date: CARD •'•.,•
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3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, Kendra D. Parrish, PE , attest that this application for Norris Crossing - Phase 3 and 4
(Signature Authority Name from Application Item 13 ) (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. 1 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-I.43-215 613, 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 tip to $25,000 per violation.
F"P
oocuSigned by
Signature:
Date: 6/7/2024 1 9:54 AM PDT
FORM: FTA 10-23 Page 5 of 5

DocuSign Envelope ID- 9048C90B-A140-434D-BE92-5D416F6A46B1
State of North Carolina
Department of Environmental Quality
Division of Water Resources
DW. mKft
Mulcinn of water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of holly Springs
Project Name for which flow is being requested: Norris Crossing - Phase 3 and 4
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for ali pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Utley Creek Wastewater Treatment Plant
b. WWTP Facility Permit #: NC 0063096
All flows are in MGD
c. WWTP facility's permitted flow 6.0
d. Estimated obligated flow not yet tributary to the WWTP 1814 MGD
e. WWTP facility's actual avg. flow 3.121 MGD
f. Total flow for this specific request 00265MGD
g. Total actual and obligated flows to the facility 4962 MGD
h. Percent of permitted flow used 83%
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
Pump Pump
Station Station
(Name or Permit
Number) No.
(A)
Design
Average
Daily
Firm Flow**
Capacity, • (Firm pf),
MGD MGD
Union Ridge W00031552M 1.08 0.432
Avent Ferry VVG0028810M 2.304
0.922
(B)
Approx.
Current
Avg. Daily
Flow,
MGD
0.126
0.567
(C)
(D)=(B+C) (E)--(A-D)
Obligated,
Total
Not Yet
Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
MGD
Flow Capacity***
0.0961 0.222
0.116 0.683
am
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (po not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Union Ridge
Page 1 of 9
I: I'SE 10-23

DocuSign Envelope ID- 9048C90B-A140-434D-BE92-50416F6A46B1
Union Ridge Pump SlaWn
Downstream Permit Number: W00031552M
Ill. Certification Statement:
I Kendra D. Parrish certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
UocuSlgnetl by:
6/7/2024 1 9:54 AM PDT
Signing tcia gnature Date
Executive Director of utilities and infrastructure
Title of Signing Official
Page 2 of 9
FTSI- 10-23

DocuSgn Envelope ID- 9048C90B-A140-434D-BE92-5D416F6A46B1
PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
_ MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system.
Signing Ofjtcial Signature
Dare
Page 4 of 9
FTSE 10-D

Norris
Crossing
Phase
3
and 4
Street
Map
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THE OVERLOOK,AT HOLLY GLE
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p'u�Zu.
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Clear Ad Points i

A" PEAK
Engineering & Design
July 15, 2024
NCDEQ Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
Re: Norris Crossing - Phase 3 and 4
Holly Springs, NC
Enclosed is the following information required for the Sewer Permit Application:
- Fast Track System Extension Application — FTA 06-23
- Fast Track System Extension Form — FTSE 10-23
- Vicinity Map with Project located on USGS QUAD Map
- Vicinity Maps with Project located on map
The following checks are also included:
- $600.00 — Sewer Extension Application
The project is located at 2205 Avent Ferry Road, Holly Springs, NC. The project consists of
construction of a new residential subdivision. Sewer construction includes 8" public sewer mains
throughout the project for sewer service to each proposed single-family home. The total proposed sewer is
6,810 LF of PVC sewer line, all gravity. Manholes are included where necessary for change in direction,
or to meet distant requirements between manholes. The proposed sewer consists of 267 LF of ductile iron
pipe and the remainder (6,543 LF) of PVC sewer pipe. This project proposes 104 single family detached
lots. The 104 lots expect to produce an average daily flow of 255 gpd each (Town of Holly Springs Standard
per approved flow reduction), totaling 26,520 gpd for the project. There are environmental permits
including, but not limited to 401/404, erosion control and stormwater permits for this project's phases which
will be obtained through the appropriate authorities. USACE 404 Permit file number SAW-2021-00228
and NCDEQ 401 permit Nationwide Permit 14. An approved CLOMR is also associated with this project.
FEMA Case Number 23-04-6608R.
Sincerely,
Daniel H.
Digitally signed by
Daniel H. Woods
Woods
Date:2024.07.15
14:46:55-04'00'
Daniel H. Woods, P.E.
Peak Engineering & Design, PLLC
919.439.0100 p
iroach(a,peakeneineerine.com
1125 Apex Peakway II Apex, NC 27502
Norris Crossing Phase 3 and 4 — Holly Springs Page 1 www.PeakEngineering.com

cC T
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr.,, P.E., Director
March 31,19.95
Stepanie L. Sudan, P.E., Town Engineer
Town of Holly Springs
Post Office Box 8
Holly Springs, North Carolina 27540
RE: Town of Holly Springs
Request for Adjusted Daily Wastewater Flow
Wake County
Dear Ms. Sudano:
1T W
® IE F1
On March 15,1995, the Division received your wastewater flow reduction request and supporting
documentation concerning wastewater flows associated with present residences within the Town of Holly
Springs. Your letter requested the Division allow the reduction of wastewater flows from 120 GPD per
bedroom as required in required by North Carolina Administrative Code to 255 GPD per household for
single family residential units. In support of your request, water. consumption data and wastewater
information was supplied from households located in Holly Springs.
An evaluation was completed by the Division in accordanceWith 15A NCAC.0219(1)(3) using the
water consumption data submitted, twelve (12) months of data starting from January 1994. The peak
month was determined to be January 1994 based on aversge wastewater generated per customer. Using
the upper 10%u of the water consumption data for the month of January, eliminating industries, commercial
properties and several inaccurate residential readings, Division staff verified the flow rate of 255 GPD per
household.
In view of the information submitted, the Division. of Environmental Management hereby approves
the use of 255 GPD per single family residence in all applicable non -discharge permit applications for
future wastewater collection extensions which will be made tributary to the Town of Holly Springs
Wastewater Treatment Plant [;Permit No. NC0063096). This consideration applies to any applicable future
projects submitted to this Division as well as any projects which are presently under review. Wastewater
flows presently tributary to the wastewater treatment facilities can be adjusted upon negotiations between
the Town of Holly Springs and the Raleigh Regional Office.
If you have any questions or comments regarding this matter, please contact Mr. Michael D. Allen
at [phone] ext. 547.
Sincer y,
.' _.'e
kA. Preston Howard, Jr., P.E.
oc: Raleigh Regional Office, Water Quality Section
State Engineering Review Group
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 5o% reoycled/ 10% post -consumer paper

DoctlSign Envelope ID 9048C9oB-A14O-434D-BE92-5D416F6A46B1
r�
. PEAK
Cngineering & Design
March 7, 2024
NCDEQ Division of Water Resources
3800 Barrett Drive
Raleigh, NC 27609
Re: Norris Crossing - Phase 3 and 4
Holly Springs, NC
Enclosed is the following information required for the Sewer Permit Application:
- Fast Track System Extension Application FTA 06-23
- Fast Track System Extension Form - FTSE 10-23
- Vicinity Map with Project located on USGS QUAD Map
- Vicinity Maps with Project located on map
The following checks are also included:
- $600.00 - Sewer Extension Application
The project is located at 2205 Avent Ferry Road, Holly Springs, NC. The project consists of
construction of a new residential subdivision. Sewer construction includes 8" public sewer mains
throughout the project for sewer service to each proposed single-family home. The total proposed sewer is
6,810 LF of PVC sewer line, all gravity. Manholes are included where necessary for change indirection,
or to meet distant requirements between manholes. The proposed sewer consists of 267 LF of ductile iron
pipe and the remainder (6,543 LF) of PVC sewer pipe. This project proposes 104 single family detached
lots. The 104 lots expect to produce an average daily flow of 255 gpd each (Town of Holly Springs Standard
per approved flow reduction), totaling 26,520 gpd for the project. There are environmental permits
including, but not limited to 401/404, erosion control and stormwater permits for this project's phases which
will be obtained through the appropriate authorities.
Sincerely,
Daniel H.
Woods
Digitally signed by
Daniel H. Woods
Date: 2024.03.07
16:21:49-05'00'
Daniel H. Woods, P.E.
Peak Engineering & Design, PLLC
Norris l rosiiiie I'imse 3 alit] a —1 lolls Spring.i hlek! I
919.4. 9.0 I W) P
imach @)peakengincering.com
1 125 llwx I'cakk %,iN I .Apex. 1(' 27i02
wwwJ'cal:Engincering.com

DocuSign Envelope ID: 9048C908 A140-434D-BE92-5D416F6A4681
Afii��.y
THE TOWN OF
old
�'.\7ytiU10ENC
May 29, 2024
Director, Division of Water Resources
Raleigh Regional Office
Water Quality Operation Section
3800 Barrett Drive
Raleigh, NC 27609
Re: Application for Sewer Extension Permit
Project: Norris Crossing Phase 3 & 4
Dear Sir or Madam:
Sprin
NC Dept Of En"u."01i"111a]
fEn",ironi"111a] Qtl:11)t
y
JUN 2 0 2024
Raleigh Regional O#F'lce
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 1 l -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, os os
OocuSipned by:
eA'Ma"15" AFrish, A.E., CFM Rachel Jones Catherine Jacobs
Executive Director of Utilities and Infrastructure
KP/ek
cc: Project Consultant Engineer, Daniel Woods, PE
Rachel Jones, Utility Engineer
Drew Johnson, Development Construction Manager
Emily Koncz, Utility Permitting Specialist
Project file/Correspondence #61035
3002
04 172018
Utdltie3 and Inf astructure Services
P.O. Box 8 • 128 S. Main Street • 1 lolly Springs, NC 27540 • www.hollyspringslic.gov

DocuSign Envelope ID- 9048C90B-A140-434D-BE92-5D416F6A4t5B1
DO NOT SUBMIT SEWER EXTENSION APPLICATIONS UNTIL
CONSTRUCTION DRAWINGS HAVE BEEN APPROVED BY STAFF!
Sewer Design and Application Certification
Note: This form must be submitted with the Fast Tract Application for extension to the Town of
Holly Springs Sewer System
Project:
ina - Phase 3 and 4
Design Engineer: Peak Engineering & Design, PLLC - Daniel Woods
Address: 1125 Apex Peakway, Apex, NC 27502
Phone Number: 919-439-0100 Email:—dwoods@,peakengineering.com
r
0
C�
5/31/2024 1 1:27 PM PDT
Date Complete Applicatiorl Package Received b Town: (� �'�,
Date Approved: rr� (by RJ) lep (by KDP) C`iJ (by CJ)
As design engineer for this project, 1 certify the following (please check (x) each applicable box):
® 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;
® That each of the following items are completed and enclosed for submittal to the State for
a sewer extension permit:
® One original and one copy of a cover letter that includes a project narrative
o 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 FTSE 10-18 Flow Trackingfor Sewer Extension
Applications
0 Two color copies of an 8.5-inch by 11-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)
Design Engineer's Signature
Daniel H. Digitally signed by Danle H.
Woods
WOO,JS Date: 21324.03.0709:17.54
l7 .05W
Date
Please contact Emily Koncz at [phone] or cmily.hctnc�'tl'hc�11` 5nringsn�. if you have
any questions.
2003 Sewer Design Applicahun Ccrtdicattun
10 25 23
Utilities and Infrastructure Services
A0. Box 8 • 128 S. Main Street 0 Holly Springs, NC 27540 0 wwmhollyspringsne.gov

From: Daniel Woods
To: Simpson, Richard; Jeff Roach
Cc: Koncz, Emilv
Subject: RE: [External] RE: Norris Crossing Phase and 4 Sewer System Extension Additional Information Request
Date: Tuesday, July 16, 2024 8:47:54 AM
Attachments: imaae001.Dna
Norris Phase 3-4 - Sewer Application Package.ndf
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.
Morning Richard,
See the attached revised application with updated information to swap out necessary pages.
All comments related to the FTA, thus I am not including the FTSE as it remained unchanged.
If you need anything else do not hesitate to reach out.
Thankyou,
Daniel Woods, PE
Peak Engineering & Design, PLLC
[phone]
1125 Apex Peakway
Apex, NC 27502
From: Simpson, Richard <[e-mail]>
Sent: Monday, July 15, 2024 2:45 PM
To: Daniel Woods <dwoods@pea kengineering.com>
Subject: Re: [External] RE: Norris Crossing Phase and 4 Sewer System Extension Additional
Information Request
Just swap the pages out.
From: Daniel Woods <dwoods(@pea kengineering.com>
Sent: Monday, July 15, 2024 01:46 PM
To: Simpson, Richard <richard.simpsonPdeq.nc.gov>
Cc: Koncz, Emily<emily.konczCcDhollysspringsnc.gov>
Subject: [External] RE: Norris Crossing Phase and 4 Sewer System Extension Additional Information
Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Afternoon Richard,
Hope you are doing well. I am working on adjusting the application to address your

comments/questions below. One question before I simply submit back. The original
application you received came directly from the Town. Meaning I do not have the original page
with Ms. Parrish's signature. Considering the comments below (and preliminary responses in
red), do I need to update the application, and get a new signature? Or can you swap out the
pages that are adjusted, using the original copy provided by the Town for the signature? The
last page with our signatures will remain unchanged.
Thankyou,
Daniel Woods, PE
Peak Engineering & Design, PLLC
[phone]
1125 Apex Peakway
Apex, NC 27502
From: Simpson, Richard <[e-mail]>
Sent: Tuesday, July 2, 2024 1:01 PM
To: Daniel Woods <dwoods(@pea kengineering.com>
Cc: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: Norris Crossing Phase and 4 Sewer System Extension Additional Information Request
Hello Daniel,
After reviewing the Fast Track Sewer System Extension Application for Norris Crossing Phase 3 and
4 (Application Number WQ0045554), additional information is required in order to further process
the application. Please provide the following information by August 1, 2024, and note that the
requested information must be submitted within 30 days of this request, or the applicant will be
required to submit a new application and application fee in accordance with 15A NCAC 02T .0107.
Any updates to the application can be sent as an attached pdf via email.
1—The latitude and longitude appears to be near Benson. Please update. Location Updated
2 - Section VI Item 7. What are the number of bedrooms with each unit? Expected
development to be 3-4 bedroom houses. Sewer Flow take from approved sewer reduction
Letter to the Town of Holly Springs. Letter is included with the application.
3 - Section VI Item 7. Will there be a pool associated with the project? If so, please included in
the appropriate section. No
4 - Section IX.5 indicates the proposed project needs a 404/401 authorization. Please include
the permits and/or permit application numbers. Yes, permit numbers referenced on the cover
page.
5 - Topographical map and/or the aerial map provided are not sufficient. According to Section
F of the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map
needs to clearly identify the project area, including the closest surface waters, general
Location of the gravity sewer, pumpstations, and force mains, and the downstream connection
points for the receiving sewer. The USGS/site maps are in black and white and difficult to

read. Also please indicate the direction of flow. Updated Map provided in color. Nearby small
ponds are shown on the map. The closest large body of water downstream would be Harris
Lake. Zooming out far enough to show Harris Lake would make for a scale too large to
properly represent the project area.
6 - Section IX.6 is checked yes for additional environment permits per 15A NCAC 02T .0105(c)
(6). Please clarify. A CLOMR is required for this project's creek crossing, also noted on the
cover letter.
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,
Richard
Richard Simpson
Environmental Engineering
Office of Continuous Improvement (OCI)
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
richard.simpson(&deq.nc.gov
919.791.4239 Office
D��
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
o Get info on ARPA Project Permitting: ARPA Env. Permitting
o Search DEQ Permits: NC DEQ Permit DirectorX
o Apply for Funding: I Need Funding I NC DEO
o Sewer Extension Permitting I NC DEQ
o Subchapter 2T Rules.pdf (state.nc.us)