WQ0044585_Application (FTSE)_20230822

NC Dept of Environmental Quality State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
JUL 17 2023 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 &SUPPORTING DOCUMENTATION
Ice
Application Number:L4004455S (to becompletedbyDWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Dogwood Pro Co NC II LP c/o Foundry Commercial LLC(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: Jenn Prisco per 15A NCAC 02T.0106(b)
Title: Senior Real Estate Manager
4. Applicant's mailing address: 2301 Sugar Bush Road Suite 220
City: Raleigh State:NC Zip: 27612-2956
5. Applicant's contact information: -rto tp20
Phone number: [phone] Email Address:jenn.prisco_,foundrycommercial.com
II. PROJECT INFORMATION: �(
1. Project name:900 Aviation Parkway Sewer Extension
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: 35.837497" Longitude:-78.808868"
5. Parcel ID(if applicable): 0755697639(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Will Swaringen License Number:051703,
Firm: Bohler Engineering NC,PLLC
Mailing address:4130 Parklake Avenue,Suite 200
City:Raleigh State: NC Zip: 27612-4462
Phone number: [phone] Email Address:wswaringenabohlereng.com
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name:North Cary Water Reclamation Facility Permit Number:NC0048879
Owner Name:Town of Cary
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQCS00013
2. Downstream(Receiving)Sewer Information: 48 inch N Gravity L] Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS.
Owner Name(s):
FORM: FTA 06-21 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 ®NIA
3. If the Applicant is a Home/Property Owners'Association,has an HOA/POA Operational Agreement(FORM. H_OA)and
supplementary documentation as required by 15A NCAC 02T.0115(c)been attached?
❑Yes [:]No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential(Individually Owned) ❑Retail(stores,centers,malls) ❑Car Wash
❑ Residential(Leased) ❑Retail with food preparation/service ❑Hotel and/or Motels
❑ School/preschool/day care ❑Medical/dental/veterinary facilities ❑ Swimming Pool/Clubhouse
❑Food and drink facilities ❑Church ❑ Swimming Pool/Filter Backwash
X Businesses/offices/factories ❑Nursing Home ®Other(Explain in Attachment)
5. Nature of wastewater: %Domestic %Commercial 100%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.01 14(I)? ❑Yes ®No
➢ If yes,provide a coov 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
Warehouse 100 gal/loading bay 69 6,900 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 6,900 GPD
a See l5A NCAC 02T_01 l4(b),{d),(eN 1)and_(c)(2) for caveats to wastewater design flow rates(i.e.,minimum flow per
dwelling;proposed unknown non-residential development uses;public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified[in table 15A NCAC 02T.0114] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 6.900 GPD(per 15A NCAC 02T.0114)
➢ 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 06-21 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
R 203 SDR-35
NC Dept ofLnvironmental Ou,tlity
IV
Raleigh Regional Olfic,
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
Vlll. PUMP STATION DESIGN CRITERIA(if Applicable)--02T .0305& MDC(Pump Stations/Force Main:
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name: 900 Aviation Parkway Pump Station
2. Approximate Coordinates(Decimal Degrees): Latitude: 35,837120 Longitude: -78.810116
3. Total number of pumps at the pu np station: 2
3. Design flow of the pump station: 0.0172 millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service. O U C�
4. Operational point(s)per pump(s): 132 gallons per minute(GPM)at 17.8 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
4 702 DI
If any portion of the force main is less than 4-inches in diameter,please identify the method of solids redaction per
MDCPSFM Section 2.01 C.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 pen-nit application in the case of a multiple station power outage.
FORM: FTA 06-21 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(t)&(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
'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(g),see Section X.1 of this application
*15A NCAC 02T.0305(c)contains alternatives where separations in 02T.0305tf)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: ®No
If yes,does the project comply with setbacks found in the river basin rules per 15ANCAC_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 0210105(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).
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 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T,the Minimum Design Criteria for the Permitting of PurUp $gitivl
and Force Mains(latest version).and the Gravi:� Sewer 14immum Design Criteria (latest�crsion)as applicable?
N 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 requirine a variance approval may be subject to loneer
review times.For projects reguirine 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:
Will Swaringen P.E.
I, _ ,attest that this application for 900 Aviation Parkway Sewer Extension
(Professional Engineer's name from Application Item III I.) (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:
�`C� �l
s 4ss .
/ sSF
051703
`I'VGINS
6-30-23
3. Applicant's Certification per 15A NCAC 02T.0106(b):
l I, � o VY 1SC()- ,attest that this application pp for 900 Aviation Parkway Sewer Extension
(Signature Authority Name from Application Item 13 y (Project Name from Application Item II.1)
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. 1 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 143-215.613, 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.
Signature: - — Date:
r
FORM: FTA 06-21 Page 5 of 5

uocubign tnveiope iu:sr�ra�u�-aacto a�a7-atri-rac.�uiuta�ua
NC Dept of Environmental Quality State of North Carolina
> ' Department of Environmental Quality
Division of Water Resources
phM� �of W, Resources Flow Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Ueig f Reuinnal gibe
Entity Requesting Allocation: Dogwood Propco NC II LP
Project Name for which flow is being requested: MinMod-22-0100; 900 Aviation Pkwy
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all 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: North Cary Water Reclamation Facility
b. WWTP Facility Permit#: NC0048879
All flows are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 1.10
e. WWTP facility's actual avg. flow 6.87
f. Total flow for this specific request 0.0069
g. Total actual and obligated flows to the facility 7.9769
h. Percent of permitted flow used 66.4%
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:
(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 I po, Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
N/A
*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 Cary Gravity Sewer System
Downstream Permit Number: WQCS00013
Page 1 of 6
FTSE 10-18

Limuoiyip cewewpe iv. i-acr i-ruwAz ior-4cua
III. Certification Statement:
I Robert Hirt, PE 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.
rDoc uSipnedby:
GGtxf RiVf1 Pf 7/6/2023
Signing Official Signature Date
utilities Engineering Manager
Title of Signing Official
Page 2of6
FTSE 10-18

NC Dept of Environnk ring NC, PLLC
r B
BOHLER // 4130 P� ale Ave Suite 200
Raleigh, NC 27612
919-578-9000
JUL 1 7
Sanitary Sewer Modification Narrative
Project Name: 900 Aviation Parkway Sewer Extension alelgh Regional Office
Project Address: 900 Aviation Parkway
Morrisville, NC 27560
Wake County
Developer: Dogwood Propco NC II LP c/o Foundry Commercial, LLC
Mailing Address: 2301 Sugar Bush Road Suite 220
Raleigh, NC 27612
Phone: [phone]
The 900 Aviation Parkway Sewer Extension is for an existing warehouse located at 900 Aviation
parkway in Morrisville, NC. As part of this new permit, a new pump station (900 Aviation
parkway Pump Station), 203 LF of 8 " SDR-35, and 702 LF of 4" DIP will be permitted.
Wastewater generated from this site will designed for 6,900 GPD with 69 loading bays @ 100
gal/loading bay per NC 02T rules.
www.BohlerEngineering.corn

SOSID: 1961280
Date Filed: 3/11/2020 10:32:00 AM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C2020 063 03873
Department of the Secretary of State
APPLICATION FOR REGISTRATION NC Dept of Environmental Quality
AS A FOREIGN LIMITED PARTNERSHIP
4a,.vow
JUL 17 2023
Pursuant to §59-902 of the General Statutes of North Carolina,the unders1gned[jekjf It �plication
for Registration as a Foreign Limited Partnership for the purpose of obtaining a Certificate of u orl y to
transact business in this State.
1. The name of the foreign limited partnership is: Dogwood Propco NC Il, L.P.
2. If the name of the foreign limited partnership is unavailable for use in the State of North Carolina,the name the
limited partnership wishes to use is:
(The name must contain the words "Limited Partnership,"or the abbreviation"L.P."or"LP,"or the combination
"Ltd. Partnership".)
3. The jurisdiction in which the limited partnership was formed is Delaware
and the date of formation was March 3,2020 The limited partnership's period of duration is
perpetual
4. The street address of the principal office is:
Number and street: 301 Commerce Street, Suite 3300
City: Fort Worth State: TX Zip Code: 76102 County: Tarrant
The mailing address,if different from the street address, of the principal office:
Telephone: [phone]
Number and Street:
City: State: Zip Code: County:
Creations Network Inc.
5. Name of Registered Agent: _Corporate
6. Address of Registered Agent's Office:
Number and street: 15720 Brixham HilI Avenue #300
City: Charlotte State: NC Zip Code: NC County: Mecklenburg
The mailing address,if different from the street address,of the registered office:
Number and Street:
City: State: NC Zip Code: County:
NOTES
Filing fee is$50. This document must be filed with the Secretary of State.
BURNESS REGISTRATION DIVISION P.O.BOX 29622 RALEIGH,NC 27626-06222
(Revised August,2017) Page 1 Form LP-04

7. In consideration of the issuance of a Certificate of Authority to transact business in North Carolina, the limited
partnership appoints the Secretary of State of North Carolina as the agent to receive service of process, notice or
demand,whenever the foreign limited partnership fails to appoint or maintain a registered agent in this State,or
whenever such registered agent cannot with reasonable diligence be found at the registered office.
8. (Optional): Please provide a business e-mail address:
The Secretary of State's Office will e-mail the business automatically at the address provided at no charge when a
document is filed. The e-mail provided will not be viewable on the website. For more information on why this
service is being offered,please see the instructions for this document.
9. Enter the name and address of each general partner: (attach additional sheets if necessary)
Name Dogwood Propco GP II, LLC Name
Street/No.301 Commerce Street, Suite 3300 StreetfNo.
city Fort Worth city
State Zip TX 76102 State/Zip
10. Limited Partners(select 1 or 2, as appropriate)
❑ Attached is a list of the names and addresses of all limited partners(include full name/street
address/city/state/zip code/county);or
❑ The location of the office where list of the names and addresses of the limited partners and their capital
contributions will be kept as long as the limited partnership transacts business in North Carolina is:
Number and street: 301 Commerce Street, Suite 3300
City: Fort Worth State: TX Zip Code: 76102 County: Tarrant
I l. (Select one)
❑ The foreign limited partnership is a foreign limited liability limited partnership.
❑N The foreign limited partnership is not a foreign limited liability limited partnership.
12. This registration will be effective upon filing, unless a future date and/or time is specified:
Dogwood Propco GP II, LLC by Michael LaGatta
Typed or printed name
Signature
Vice President
Title
NOTES
Filing fee is S50. This document must be riled with the Secretary of State.
BUSINFSS REGISTRATION DIVISION P.O.BOX 29622 RALEIGH,NC 27626-06222
(Revised August,2017) Page 2 Form LP-04

Delaware Page 1
The First State
I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF
DELAWARE, DO HEREBY CERTIFY "DOGWOOD PROPCO NC II, L.P. " IS DULY
FORMED UNDER THE LAWS OF THE STATE OF DELAWARE AND IS IN GOOD
STANDING AND HAS A LEGAL EXISTENCE SO FAR AS THE RECORDS OF THIS
OFFICE SHOW, AS OF THE THIRD DAY OF MARCH, A.D. 2020.
AND I DO HEREBY FURTHER CERTIFY THAT THE SAID "DOGWOOD PROPCO
NC II, L.P. " WAS FORMED ON THE THIRD DAY OF MARCH, A.D. 2020.
AND I DO HEREBY FURTHER CERTIFY THAT THE ANNUAL TAXES HAVE BEEN
ASSESSED TO DATE.
s
Jmnr YI EMrocr.UwMsry d kale
0
7881546 8300 $ Authentication: 202507028
SR#20201887353 Date: 03-03-20
You may verify this certificate online at corp.deiaware.gov/authver.shtml

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BOHLER ENGINEERING NC, PLLC
4130 Parklake Avenue,Suite 200,Raleigh,NC 27612
Professional Engineering Services NC DCPt of Environmental Quality Telephone:[phone]
LETTER OF TRANSMITTAL
JUL 17 A/3
VIA: FedEx
Raleigh Region40f lce 900 Aviation Parkway Sewer Extension
TO: NCDEQ Water Quality y
3800 Barrett Drive 900 Aviation Parkway
Raleigh,NC 27609 Morrisville,NC 27560
ATTN: Division of Water Resources DATE: June 14t",2023
JOB NO: NCR221008
WE ARE SENDING YOU ❑Shop drawings ❑Copy of letter ®Attached ❑ Pnnts ❑Change order
COPIES DESCRIPTION
1 Project Narrative
1 FTA Application
1 USGS Topo Map
I Aerial Map of Site
1 Utility Plan Set Pages
l Check for S480.00
1 FTSE Application
l Digital Copy
These Are Transmitted: ®For approval ❑For your use ❑As requested
®For review and comment ❑Approved as submitted ❑Approved as noted
❑ Returned for corrections
REMARKS:
Please review the enclosed information and contact us at [phone] should you have any questions or need
additional information. Thank you for your assistance with this project
SIGNED:
Will Swaringen, P.E.

Wild, Elaine
From: Ryan Gallagher <[e-mail]>
Sent: Friday, August 18, 2023 11:15 AM
To: Wild, Elaine
Cc: [e-mail];Will Swaringen;Jenn Prisco;Jessica Escobedo
Subject: [External] RE: 900 Aviation Parkway Sewer Extension-Additional Information Request
Attachments: 3 - FTA.pdf
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Elaine,
The operational point should be changed to say 132 gpm (0.190 MGD) at 17.8 ft of TDH.Therefore,we will need two
pumps installed in the wet well. I have updated the FTA application to reflect this and attached. Let me know if you have
any further comments/questions.
Thanks!
Ryan Gallagher
Project Engineer
o 919-578-9000/c 919-268-7396/ [e-mail]
BOHLER9
From: Wild, Elaine<[e-mail]>
Sent: Monday, August 14, 2023 2:50 PM
To:[e-mail]; Will Swaringen <[e-mail]>
Subject: 900 Aviation Parkway Sewer Extension—Additional Information Request
EXTERNAL:Use caution with attachments and links.
Hello Jenn and Will,
After reviewing the Fast Track Sewer System Extension Application for 900 Aviation Parkway Sewer Extension, additional
information is required in order to further process the application. Please provide the following information by
September 13, 2023, 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. Please verify the pump station design criteria. According to Section VIII. of the application, the pump station has
one (1) pump with a pump station design flow of 0.0172 MGD but the operational point for the pump is 13.8
GPM (0.0199 MGD). Please verify that there is only one pump at the pump station with no backup and clarify
the design flow(s) and operational flow(s) of the pump station.
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:
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(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.
Sincerely,
Elaine Wlld
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
[e-mail]
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