WQ0045389_Application (FTSE)_20240624

NC Department of Environmental Quality State of North Carolina
Department of Environmental Quality
OWR
I
MAY 2 2024 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources Raleigh Regional Office FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number:
WQ0045389
(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 Apex (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: Randy Vosburg per 15A NCAC 02T
.0106(b) Title: Town Manager
4. Applicant's mailing address: PO sox 250Additional Info Rec. June 21 and June 24, 2024
City: Apex State: NC Zip: 27502-__
5. Applicant's contact information:
Phone number: [phone] Email Address: marty.stone(@,ayexnc.org
II. PROJECT INFORMATION:
1. Project name: Gracewood Lift Station and Forcemain
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
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: 35.672234 Longitude:-78.964198
5. Parcel ID (if applicable): 0047556 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Mark P Ashness License Number: 18894
Firm: CE Group, Inc.
Mailing address: 301 Glenwood Avenue, Suite 220
City: Raleigh State: NC Zip: 27603-
Phone number: [phone] Email Address: markna,cegrouoinc.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Western Wake Regional WRF_ Permit Number: NCO088846
Owner Name: Town of Cary
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ Apex Collection Permit WWS-17-0356
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00064
Owner Name(s): Town of Apex
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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0I 15(c) been attached?
❑ Yes ❑ No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential (Leased) ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ® No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,n
No. of Units
Flow
gal/
0
0 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 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. 42A4).
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: 0 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): The Wastewater Flow is being permitted locally thin the Town of Apex, Gracewood Subdivision
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
N/A
➢ 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: Gracewood Lift Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.672234` Longitude:-78.964198''
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 0.425 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): 295 gallons per minute (GPM) at 103 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6" 5,071 PVC
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.1.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

i
IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations alternatives found in 15A NCAC 02T.0305(f) & (R)? )(Yes ❑ No
t 5A NCAC WT 0105(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
'Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'-Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-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 (R). see Section X.I of this application
* 15A NCAC 02T.0305(g) contains altematives 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 altemative 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: Jordan Lake. 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 are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402. "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
FORM: FTA 10-23 Page 4 of 5

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 5 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
)(Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit and projects requiring a variance approval may be subject to longer
review times For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
1, , attest that this application for
(Professional Engin er's name from Application Item I11.1.) (Project Name from Application Item II.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
... ...,
North Carolina Professional Engineer's seal, signature, and date:
24
€eOl d �.y,-_
TZ
• 16894 ;
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Gracewood A Sta and
I Randy Vosburg, Town Manager , attest that this application for Forcemain
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.I )
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: l/ Date: (*LC_d
FORM: FTA 10-23 Page 5 of 5

,a l
MAY 2 2024 State of North Carolina
Department of Environmental Quality
DWRalcag�l i�eg:�;l�'li Q'`'ice Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: Town of Apex
Project Name for which flow is being requested: Gracewood Lift Station and Forcemain
More than one FTSE may be required for a shigle project if the owner of the WWTP is not responsible for all purup
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Western Wake Regional WRF
b. WWTP Facility Permit #: NC0088846
All flows are in MGD
c. WWTP facility's permitted flow _18.0 (6.12 Apex)
d. Estimated obligated flow not yet tributary to the WWTP 1.72 (.988 Apex)
e. WWTP facility's actual avg. flow 7.46 (3.85 Apex)
f. Total flow for this specific request O.079 (Apex)
g. Total actual and obligated flows to the facility 9.26 (4.92 Apex) ._
h. Percent of permitted flow used 51 % (80% Apex)
II. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)-(B+C) (E)-(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pt), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow, MGD MGD Flow Capacity***
JP-2 WQ39346 0.729 0.291 0.017 0.1395 0.1565 0.1345
JP -I WQ37450 2.29 0.915 0.176 0.332 0.508 0.407
* 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 (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
** � A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Town of Apex Collections System
Downstream Permit Number: WQCS00064
Page l of 6
FTSE 10-23

Ili. Certification Statement:
I Robert Hirt 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 I1
plus all attached planning assessment addendums for which i am the responsible party.
The Obligated Flow Not Yet Tributaryported in items I.d and ll.c include the Town of Apex
flows certified by the Town of Apex below. Signature of this form indicates acceptance of this
wastewater flow. Y
v/9lzY
Sighing Official Signature Town of Gary, Lead Agency Date
I Michael Deaton certify to the best of my knowledge that the total Estimated Obligated flow from
within the Town of Apex Jurisdiction not yet tributary to the WWRWRF (Item l .d) is 0.98
ram-
tg tng tcie . tgnature - 5own • rex a
r
Page 2 of 6
FTSE 08-13

Gracewood LS and FM
Project Narrative with Location Map
The proposed Gracewood project will be served by a lift station located within the
project. The lift station is sized to initially serve 263 single family residences (300
GPD/Residence) 78,900 GPD with the potential to support up to 357 total single family
units and recreation amenity in the future (total of +/- 108,300 GPD). The +/- 295 GPM
Duplex Lift Station will transmit thru a 6" FM. The FM connects to an existing gravity
collection system (Apex Collection Permit WWS-17-0356). The permitted flow
associated with this project is zero given that the flows have been assigned to
the collection system permit for the project (Authority Delegated to the Town of Apex).
This permit is limited to the permitting of the duplex lift station and +/- 5,071 LF of 6"
FM. The design of the Lift Station and FM is consistent with the MDC for Permitting of
Pump Stations and FM 03/08
APEX ;
JI
SITE
� 17Q
NORTH
VICINITY MAP
WS

TO: NCDEQ — DWQ
Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27609
ATTENTION: Permitting — Fast Track Sewer
CE GROUP
MAY 2 2024 301 GLENWOOD AVENUE, SUITE 220
RALEIGH, NC 27603
Phone: [phone]
Ralc.gh!R-cg:orialOffice E-Mail. markifceorouninc.com
Transmittal
DATE: April 30, 2024
PROJECT NO: 121-12
Gracewood Subdivision
Sewer Collection System
Private Sewer Extension Permit Modification
Quantity
Drawing No.
Description
1
1 original/1 copy
Fast Track Sewer System Extension Application
1
Project Narrative & Location Map
1
Check
$600 Application Fee
1
Copy
USGS Map Exhibit
1
Copy
Project Aerial Map Exhibit
REMARKS Please let us know if you require any additional information.
CC: Jack Morrisey, Mark Ashness PE
Signed
CE Group, Inc
Hudson. PE

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GENER.3AL PER -NUT (REGIO AL .kND NAT10_NVkME) VERMC _PITON
Peimitbm- €:raceaseod Development. Inc.
Johnforisrr- III
Address: 3605 Cdennv jd Are. St&e :20
Raleigh. NorthC'arolhu 27612
Sine (acres) —_34 :wires Meares# Toun
NEarest watrswev LT to little Sealer Creek Rn� Basin Cape Fear
USGS HUC 03030002 Cnnrcinz[es Latihrde: 35dM3 l
Lotmnade:-78.9605.0
Location description: The nroiecf site is located north of Old US I Hn,. east of Olive Sraoch Lane, gad nest of Horton Road in
.4e Haim Rake Conti, North CaroEma.
Desrliptioaofpsojects a a and actici<v: This ierdCAM aathori. the permanent discharge of fill wateadal "thin 0.03 acre
(431Imear feet? of stream channel the permanent discharge of fill material resufting in no loss ofnaters within 1031iaear feet
Of stream channel the tewporan- diiehargeof ffi material nithin 71 hi r feet of stream cbannA and the perm eni
discharge of fifl material within 0.028 acre ofwYtiands.
Applicable L.(s): Z Section 404 (Cie. [Votes? d, 33 USC 1344)
=Semen 10 (Rivers and Hztbor, Act: 33 USC403)
Anr3.,.1T,e:0a MVT _19. Residezdal Developments
SEE ATT iC'HED N V P GENIER kL, REGIONMAL, 7NTWOR SPECIAL CONDTIICINS
Your arorkis authorizedbythe above referenced permirprovided it is nccompfishedin strict acmrdance nith the attached
C:ondition%. Fom• appkeation signed and dated 6`7r,023. and the enclosed pleas. As*- violatioa of the atrached conditions m
det-lauo3afmm3rour submittedpl=, maT subject the permirteeto 7 rropirarkorder, a resroratiom order, &ClassI adrninisrrstive
penalty, and'or appropriate legal acriom.
This wnfieatiou will reanaim solid until the erspiration date wknafied below unless the naboawide mA'w regional genial perptit
aathorizston is madiged, sum-pended orrevabE& If,pne to the eapu-duon date sdentifiedbelcm. the nat mwide and.`orregianal general
permit atrthorizatiom m rei sued audlor modified, this werific aaom will remain valid until the eapnation date FdeEtified below, provided
it complies WA all Mof the modified aafiDnwide pamtit If the natiotiw►ie and at regional gevetz: permit anthmimtiOti
expires or i su peuded r n Dked, or is modified, such flat the acbm y wou' d na longer comply with the tangs arc com•3itioaa of the
natienwide permit, at:ti+,ities which have commenced (i e, are under cousbwnon) or are under m=cr to cDmmu_ce in rehance upon
the natienRlde md:m regioml eenaml aetmit, will remain nrthys mr provided the activity is couupleted within meh a ruosths of the
dam of the nationwide amdlDr iEgiomal genaaiper�t s espieaticn, mooificaticm orrnvocati� unless discietionarr auihraihhas been
eserirised on a case-by�asg ham_ to modify, su�end nr revo$e the mrthcuizatiou
Actitiez subvert ro Section 404 (3a inchnted abate) may also require an endi%idual Secnnc 4t11 Water Quality Cati&3hva You
should comam the NC Dicisim of A'aer Fesomres (telephone 919-W74300) to determine Sec= 401 r eauemEmE.
For aCtitiiaes ocCurring wiihm file twenty CDastal cotmues mbjed tD regulation updes the Coasbi Area Mavagemazf Act (C MA), prior
tvbegiiningwork youmnrst couua tthe N-C. Ditiision ofCna-alMma=Ent Aforehead City, NC, at (2S2) 808-10H.
ThenDeporwmntoftheArmy1enficationdoesmtrvleS thepernutteeoftheresp�bifnytoobtainanyotherrBgmmdFede-aLState
err local appnnals`oermih.If tbeie are gay gie2:b= regarding thi %wification, any of Poe condibaw of the Pesnut, or the Corps of
ems regtela�ry pave ..a4 Pea;e contact Gearee L,-le Phil�ns III at {9191 +"&8-9?00 or Geargal.,Phillinzi�uxace,atmti.mil
CoipsRegnfatorgCYfficial:B'PLi(.L`i eft Date:9'6.,O:t
PxpirationDateofVerificaticm d:'1#^_0_ti

Nou Sign En•relope Id 3OMO69E-NBB-iE6C-BS5"4D64OE251C9
0
ROY COOPER
ELIFAl3E7•W S. WSER
r
RICHARD 1= ROGERS, JR. NORTH CARULnYA
t'unY.v dnwwNnvnealgaaru't
February 7, _'023
IlWR # 202217"
Wake County
Gracewood Uavetapment Inc.
A[tn: John C. Morisey Ill
3605 GlerL rq; d Ave -Suite 220
Raleigh, NC 27612
(ern �smrrif knkCuram+nrrnir}�oro[�erfiec. crhrr j
Subject: Apprutal91'Wit'rtlNy1401. barer{}usliil Certit!Cation
GFaCCwoad
USAC•B Action ID. No. SAW-2020-11 I K.14
DCU Mr. Moriky,
Atwehcd hereto is a copy of CcrtifiCaLioo No. 563g issiwd ut Jahn C. Monkey III and (ITucewood
Ucvclopmcni, Inc., dated Pehnlary 7, 2023. This approval is for the purpose and design ticsoibcd in your
application. The plans and specifications for thisprojscl arc incorporated by ncfcEcpeu as part ofthis Water
Quality Ccrtification- If you change your project- you [Host notify tlta Division and you may be required to
submit a new application package With Lk appropriate fcc. If the property is sold, the new owner must be
given a copy of this Ccnikcation and is msponsible for complying wick all conditions. I I5A NCAC i12H
.0507("2}1.
•Phis Water Quality Certification does not rclicw the permiucc.of the rcsponsibilay to- obtain ail other
requited Federal„ State, or Local approvals Ise M! proceeding WiLh the project, i"Euding those required
by, but not limited to, S-Gdimcnl and Frosion CupLrot, Non -Discharge, Water Supply lh+atcrsbac and
Tinul Buffer regulatipns.
This WaU:rQ4ialiIV CertifCal ion ncilhcrgmntsnorat irms any property right, liccnsc,orprivilcgc in any
Iands or eaters, or any ngkL of use in any watcra, this Water Quality Certification does uor authorim any
person to inLCTFC a with the riparian rights. litlupil rights, or wak-t use rights af;tny olliCr person and dory
nor creute aaty prescriptisr,ighL ur any f r�ht of priority mgarding a�ly usage of water- psis Watef Quality
Cum ficalion shall nut be interposed as a defense in any action respecting ibc dcicrminatiun of riprtrian Dr
Iiuoral rights or othur rights to water use. ND consumptive user is deemed by virtue of this Water Quality
COitl firMiOn W p4S5C55 any prCSOPliVe m othuT right of pnortty wIlh respm W any other eonsumptlyc
user -
Upon the preseoteLiun of parper cruiLn.6415., the OiviSi4n may inspect the Inup9rty,
This Water Quality Certifcation 5W1I cxplrc tut the same d8y as the cnpiralion date of the cwTt9poaiTig
Section 4I}d Fermis. -ne eandilions shell rcmaiu in effect for Lhe Li Fe of dke pmjecl- rcgardiess of the
expiration date cFthis Water Qualay Ccrtifcation.
Nontonipliaacc with or violanon of the conditions heroin set forth may msuh in revocation Of this'W'ater
Quidily CCr11fICBIion f0t Lk project and may also result in criminal and?ot civil penalties.
�,_ iLNl..nl�M frgsin�.�l nrrF+xnnl N—ii Fir- I V-Ikq bd lLwcran,vuiv.
n.l.�yx Knn�mliirri.z I wxilW.,n t}�w 1 w,ttip r--+ww
:'01

RE: [External] RE: Additional Information Request_Gracewood Lift Station and
Forcemain
Mark Ashness <[e-mail]>
Mon 6/24/2024 10:59 AM
To:Pasha, Tanvir <[e-mail]>
1 1 attachments (6 MB)
Updated Gracewood LS and FM FTA 060S24.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: Please find attached.
thx
Mark Ashness
RE, LEED AP
25
9y YEARS �r
'C"IE G R0t-P
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Pasha, Tanvir <tanvir.pasha @deq.nc.gov>
Sent: Friday, June 21, 2024 6:27 PM

To: Mark Ashness <[e-mail]>; [e-mail]
Subject: Re: [External] RE: Additional Information Request_Gracewood Lift Station and Forcemain
Hi Mark,
Please update the contact information on page 1 of the FTA to reflect changes for signing authority.
Thanks
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: 919-791-42S0; Cell: 984-202-3390
[e-mail]
NORTH CAROLINA
Department of Environmental Quality
From: Mark Ashness <mark6DCEGROUPINC.COM>
Sent: Friday, June 21, 2024 4:29 PM
To: Pasha, Tanvir <[e-mail]>; marty.stoneCcDapgxnc.org <marty.stoneCcllapexnc.org>
Subject: [External] RE: Additional Information Request_Gracewood Lift Station and Forcemain
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: Please find attached.

The FTA has been resigned by the new Town Manager (Randy Vosburg).
The 401 Permit is DWR # 20221730 issued 2/2/23
The 404 Permit is SAW-2020-01814 issued 9/6/23
U.S. ARAIY CORPS OF ENGWEER:S
WILINi1NGTON DISTRICT
Action ld. SAii .02( 01814 Countsr. =ske i)5.G5. Quad XC-Nm Hill
GEN-EP—kL PERA T (REGIONAL AND -NAT'IC1I-IDE) VERIFIC kIT0
Pe tbee- Grad oMDevelopment,Tne.
Sohn MforLev III
Address 36F Glenwood Ave. Smote 210
Raleigb, earth Carolina 17612
Sine (acres) -234 acres Nea e t Tovm AEU
Nearest A`atrrnav_ -LT to ffN- Bearer Creek Rises Brim Cape Fear
GSGS HUC 03030003 Coomiiazt- Latitude: 3�.673c41
Laaziturm:-78.960320
Location descttptiam: The proiect site h located north of Old CS i Hwy. east of Olitx Branch Lane, sad west of Hatton Road in
New MIL in Wake Counts, Nortb CaroEna.
Qescrgption ofprojects area and zem- y: This v ikcation satborixes the p�t &i Barre of fill material within O.03 acre
(431 knear feet) of stream rhanmel, the permanent discharge of fill material resulting in no loss of waters widAn 103 linear leer
of stream channel, Ike temporary disebarge of IM material within 71 linear feet of stream ehaaneL and the permanent
discharge of fill material within 0.028 acre of wetlaads.
Applicable Laat(s): ZSecnom 404 (Clean Watered, 33 USC 1344)
❑ 5ecbon 10 G?z� es and Hatbar, Ad, 33 USC 403j
Air&o=dom NR-p 29. Resdmfig Developments
SEE ATTACHED t_V T GEE'-E.R.AL, REGIONAL„ ANDIOR SPECIAL CONDTI ONS
Your wmk is autho6zedby the above referenced permii provided it is accarepHIedin strict accordance With the attached
Conditions, rout appkcation sued and dated 6.T1&23, and the euelosed plans. Amiy violation of the attached conditions or
deria dam fromyomr submitted plan: inay subject thepermtrtee to a stag work order, a restoration order, a Class I administrative
penaln', andor appropriate leffal aatiam,
Flits ilenficatiom will Iparam talid mahl the eaquraboo date rdeatifed below• unless fe mationmrsde and or regional gmEml permit
aniharization is modified,sw�epdedor re;eked I#prior to the eapiratiou date idetstiSEd below. the nationwide and`or regional general
peront authoru2hm is reissued and+ modified, this ;sificahm will remain solid untrl the m4nratwv date identified beiax•, pao%ided
tr complies with all reTu rrv*+*= of the modified naticmwide permit If the nationwide amdiar Tegtooal eenesa; peimii authoriota¢
expires or is suspended rewok4 or is rr odEEed such that the activd- wcnsld no longer camp: v with the k=, = corArtions of the
a=tip m permit actitiities tvtiichhakr ^nr+ a t {ie.. art vndercon ttctian) are underaontract to rommeaceis reliance upon
the natimvn ie and or regional geneal pwant. wM remain aothortned prcma&d the acti%ity is caau_+lefed within m-ehr months of the
date of the nationwide grid+or mgicwrl eeneial pamir's expaufi� mcdifncatiffi or revocation, unless discrptiooary aothorif} has-been
e�riad m a c_asrby�ase basis to modify, ��'� err relv6e the authoa-uatioa
Activities subjed to Section 404 (as inibcated above) map also nxpire an mdivvival Section 401 Water Quality CerL&ahcm You
should count the NC Division of A`a=Resomces (h&phoe 919-W7fi300} to delrsm ze Secum 401 rep; nremeE+t.
For activities acconng whim $se twenty coastal commies smbjed to mgulatmm u] the Coa-�l Area Management Act (C UhVkj, pilot
to beginaimg work )pp,,,.City, NC, at (_53) 8Et8-2806.
This Deparmrent of the Army aerificarim does not r hum the p lmettee ad t;3e re7 bilrtu to obtam any ode required Federal- State
m' local apgavaL•.. Lf tl� ata amp m,a-+;n.,- regarding this vrnficatio� amp of ttte caaditiaas of the Peitmt. af' the Carps of
r'e€'yB��, F;era-.a car+3M C;eoreaL�-le Phillips 113 at {919}: B8-4?GO o-r George.i.Phillina¢vsaca.anar',mil.
Corps Regulatory OfficiaL- 4�ti` 0-- ZY(,O-- air Date- 9r'fu'2023
ffirpiratimDate ofVerifncatiovL YI-VI)26

OGcuSign Enralap� ID:PSaE-9�e9�E{in-9a5L:Ba6t34UE25?:'v
,w
ROY COOPER
c;r,vomr - -
ELI2ABETH S. NSER
�rwzrlmy •. �''
RICHAM I- ROGERS, jR NORT H CAPOLlh n
bNs[irr FAHreRrrwq mf�GPilfr
FL:hrunry 7.2023
T) R #?0217aD
Wake County
Crracewood Development, Inc,
Attn: ]chin C. Morisey III
3605 Glenwood Ave., Suiw 220
Ral¢igh- NC 276 12
f via cmaif fur�tactrmm�rrmir}rufrcnics. term}
Subjeet: Approval of Isdkidiplrl401 WaterQnalityCerliiiration
Cnaccwood
USACE Aclion 11]. No. SAW-?tl 0401914
pt:ar Mr. Nbriscy:
Attached hereto is o copy of CeniScaLion No. 563S. issued to John C. Moriscy III and {iracenrond
tk%elopmcnt, Inc.- daLed 1=cbruary 7. 21723- 1•his approval is for the purpose and design described Yn your
application. The plans and spccificalions far this project arc incorporated by rrkmrtcc as part of this Watcr
Quality Ceritfrcauon- If you change your project, you roust notify the 1}i4Lslon and you may be rcquircd to
submit a new application package with the appropriate *e. If the propcny is sold, the new uwncr must be
given a copy of this Cenifvmlion and is responsible for complying with all conditions-11 iA NCAC t12H
-05117(d)(2)j-
This Water Quality Certification dots not rclicve the perFnittec of the responsibility to obtain all other
required Federal, State, or Local approvals before proceeding with dre prnjeet, including those required
by, but not limited to, 5edimcm and Emsiou Control, Non-f7i5cl:ar}lc. Water Supply Watcrslred. and
Tmot Btiffef rtigulatinns-
This Water Qualily Ccrt fication ncilher grants nor affirms any property right, liccnsc, or priviiepc in any
lauds or waiors, or any Fight of use in any waters. This Water Quality C6:rtificanon does not auLhorize any
person to interfere with ibr riparian rights, httorxl rights. Or Wala'r use nghls Of:Yny athcr person and dues
not creaw any prescnptiYL! righL or any right of priority rt:garding any usage of water- This Water Qaality
C.crli feCalion Shall nol be inLC rp(iSed nS a drfcnse in any miun rc5gx ell ng the 017waninntlon of ripteri an 4r
littoral rights or other rights to water uw- No cansumptive user is deemed by virtue of this beater Quality
Crniflcation Ln possess any pmsrriptivc or other right of priority with rcspcci to any athcr consumptive
user -
Upon the prewnwLion of proper credentials, the Diviman may inspect the pmperty-
This Water Quality Certification shall r>vpirr an Lhr same day �Ys [hr expiration date of the rotresponding
Section 404 Permit- The conditions shall remain in Xect for the life of the prnjecL, regardless of the
capiraLion date o f this Water Ounl i1y C•Cr1ifLCatl011.
Non-comphancc with or violstion of the conditions herein set forth may result in rcyocation of this Water
Quality CCrtificalion for the project and iany also rrsult in cximiOal and+'or civil penalties.
G.,.in+w"uiw Lj..liiy I ril­yo.aurr.-
141C7hNryunu117Yrucall YNni l4rnsn L��.r 1 x+ik�YY :end[' ma.' �N
hx
Mark Ashness
RE, LEED AP

. 25
CE GROUP
301 Glenwood Avenue, Suite 220
Raleigh, NC 27603
Phone: [phone]
Cell: [phone]
From: Pasha, Tanvir <ta nvir. pasha deq.nc.gov>
Sent: Friday, May 24, 2024 12:03 PM
To: marty.stone(@apgxnc.org
Cc: Mark Ashness <mark CEGROUPINC.COM>
Subject: Additional Information Request_Gracewood Lift Station and Forcemain
Hello Marty and Mark,
After reviewing the Fast Track Sewer System Extension Application for Gracewood Lift Station and Forcemain,
additional information is required in order to further process the application. Please provide the following
information by 06 23 24 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.
1. Does Marty Stone has the signatory authority for Town of Apex? If not, please submit a Change of
Delegatory Signature Authority form to the department and provide me with a copy.
2. Section IX.1 of the FTA needs to be checked.
3. Please provide the Permit Number/Permitting Status letter for the 404/401 authorization specified in
Section IX.S. of the Fast Track Application.
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]
D—
rIZA E //��)/()
NORTH CAROLINA
Department of Environmental quality
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.