WQ0043780_Application (FTSE)_20220907

DWR
Division of Water Resources
'FEUD Io'►3�ZZ
VIA- &v1ML
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: V,)Qt MID (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: Orange Water & Sewer Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation 0 General Partnership ❑ Privately -Owned Public Utility
❑ Federal 0 State/County F Municipal
3. Signature authority's name: Todd Taylor, P.E. per I5A NCAC 02T .0I06(b)
Title: Executive Director
4. Applicant's mailing address: 400 Jones Ferry Rd
City: Carrboro State: NC Zip: 27510-
5. Applicant's contact information:
Phone number: [phone] Email Address: nparker@.owasa.org
® Other • Public Authority
II. PROJECT INFORMATION:
I. Project name: University Place Multi -Family Phase IA — G-
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: Orange
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.9289'. Longitude: -79.0288-
5. Parcel ID (if applicable): (or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: Lee Weaver License Number: 37994
Firm: McAdams Company
Mailing address: 2905 Meridian Parkway
City: Durham State: NC Zip: 27713-
Phone number: [phone] Email Address: weavercr,mcadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mason Farm Wastewater Treatment Plant Permit Number; NC 0025241
Owner Name: OWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ NA - 8-inch vitrified clay main installed -1975
2. Downstream (Receiving) Sewer Information: El Gravity D Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 00031
Owner Name(s): Orange Water & Sewer Authority
FORM: FTA 06-21
Page 1 of 5

VI. GENERAL REQUIREMENTS
1. 1f 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 IIOA: POA Operational Agreement (FORM: I-IOA) and
supplementary documentation as required by I5A NCAC 02T.0115(c) been attached?
❑ Yes ❑ No ® NIA
4. Origin of wastewater: (check all that apply):
0 Residential (Individually Owned) ® Retail (stores, centers, malls)
® Residential (Leased) 0 Retail with food preparation/service
❑ School/ preschool ? day care 0 Medical/ dental r veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses offices 1 factories ❑ Nursing Home
❑ Car Wash
❑ Hotel andior Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 94.6 % Domestic 5.4 % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? 0 Yes® No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? 0 Yes ® No
If ves, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.O114(Q)
Daily Design Flow
No. of Units
Flow
1-Bedroom
240 gal. DU
92
22,080 GPD
2-Bedroom
240 gal.DU
34
8,160 GPD
Retail
100 gal/1000 SF
6,362
636 GPD
gal.'
GPD
gal:
GPD
gall
GPD
Total
30,876 GPD
a See I5A NCAC 02T .01 14(b). (d). {e)f I) and (e)(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).
h Per I5A NCAC 02T .0114(c), design flow rates for establishments not identified [in table ISA 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: 30,876 GPD (per ISA NCAC 021 _01 14)
.� Do not include future flows or previously permitted allocations
1f 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

VI I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
90
DIP
• Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
• Section I11 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 Of 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)
Y 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 me hod of solids reduction per
MDCPSFM Section 2.O1C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02'T .0305(h)I I ):
❑ 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
1 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 I5A 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.
i If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(1)):
I. Does the project comply with all separations. alternatives found in 15A NCAC 02T .0305(f) & (g)? ® 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
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
=Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 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 02 f.0305(g) contains alternatives where separations in 02T.0305(fl 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 ❑ NIA
> If no, please refer to I5A 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 he met.
No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear/Jordan ❑ 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 I5A 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 I5A NCAC 02T_0105(c)i6) (additional permitsfcertifications)? ® Yes ❑ No
Per I5A NCAC (12T.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).
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:
I. Does the submitted system comply with I5A 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.'Altemative 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 reauirine 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 Engineers Certification:
1, Lee Weaver, P.E. , attest that this application for University Place Multi -Family Phase 1A
(Professional Engineer's name from Application Item 111.1 ) (Project Name from Application hem 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- I rack 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 I43-215.6A and I43-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
Todd Taylor, P.E. , attest that this application for University Place Multi -Family Phase IA
(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.
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: f
e
��
FORM: FTA 06-21
Date: 8/29/2022
Page 5 of 5

DWR
NC Dept of Environmental Quality
SEP - 7 2522
Division of Water Resources
Raleigh Regional Office
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Entity Requesting Allocation: Orange Water and Sewer Authority
Project Name for which flow is being requested: University Place Phase 1 A - "pu6Lt L
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
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Mason Farm Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0025241
c. WWTP facility's permitted flow
All flows are in MGD
14.5
d. Estimated obligated flow not yet tributary to the WWTP 0.605
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
7.5
0.031 (30,876 GPD)
8.136
56.1
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:
Pump Pump
Station Station
(Name or Permit
Number) No.
Rogerson
rti-
Finn
Capacity, *
MGD
18.5
(A)
Design
Average
Daily Flow**
(Firm pf),
MGD
(B) (C)
Obligated,
Approx. Not Yet
Current Tributary
Avg. Daily Daily Flow,
Flow, MGD MGD
7.4 3.75 0.38
(D) -(B+C) (E)—(A-D)
Total Current
Flow Plus
Obligated Available
Flow Capacity***
4.13 3.27
* 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 shalt 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): OWASA
Downstream Permit Number: WQCS00031
Page 1 of 6
EI SE 10-18

III. Certification Statement:
I Todd Taylor, P.E. 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.
„Li I
Signi g Official Sr nature
Executive Director
Title of Signing Official
Page 2 of 6
8/29/2022
Date
FISE 10-18

J MCADAMS
CADAMS FAST TRACK APPLICATION > 2021110354
August 30, 2022
NCDEQ- DWR
Raleigh Regional Office
3800 Barrett Drive
Raleigh, North Carolina 27609
RE: University Place Multi -Family Phase 1A
Fast Track Application for Gravity Sewer — Cover Letter - Public
2021110354
NC Dept ofEnvironniental Qualith
S P - 7 2222
Raleigh Regional Office
We are proposing an extension of the public gravity sewer system as part of University Place Multi -Family Phase 1A
apartment and retail development. The proposed sewer system will consist of 90 LF of publicly owned sewer line
that ties into the existing sewer system along Willow Drive. The sewer system will be public and maintained by
OWASA. The application, provided below, shows the division of flow and pipe quantities for this system.
Outfall to Willow Drive
92 Units -. 1 Bedroom Apartments @ 240 GPD/DU = 22,080 GPD
34 Units - 2 Bedroom Apartments @ 240 GPD/DU - 8,160 GPD
6,362 SF — Retail @ 100 GPD/1000 SF = 636 GPD
Total Estimated Flow = 30,876 GPD
Proposed 8" Sanitary Sewer Main = 90 LF
Thank you for taking the time to review our application. A list of the items included in the application package is
provided on the Letter of Transmittal. If you have any questions, please contact me at 919-361-5000 and
[e-mail].
Sincerely,
MCADAMS
Lee Weaver, PE
Senior Technical Manager, Commercial
creating experiences through experience
4fo Nt CAR y
O�4
Q4
cy
1 SEAL
037994
AYUEP1
/Ti rri!1t11p10
2905 Meridian Parkway, Durham, NC 27713 / 919. 36L 5000

[ UNIVERSITY PLACE
SITE AERIAL MAP
0 500 1,000 2,000 PROJECT #: RAM-19000
Feet
1 inch 1,000 feet CHAPEL HILL, NORTH CAROLINA
A
MCADAMS

•
' 4•V),/%11`t44t4
1 .r7,-fr
.4.4 ....-_,--v .: • , -7,11.7.- ......-; _ _ a., , _ . ......... ,
'-r.21 ',,...z.,
7: ' 7 v.---4-,- ---,:,4---- .,...Z.:....!,,------- r
'-- :I+ .".7... l•-•-•,,,ea.
' ( -'".•Ipte Ap . i 1
,\ tr., ...Emil,: ...„,_•.1<ta 'a ---.1 Ili • I ! '
re1011140 11W _, ;Ztf ;r,a;iif±-4f1).
i
, -,/- it, iti lik •...0; -,..--_-",-..:-,2--.--,,,...1-.2------,,,
.,,-;•-•-•,,-<,..-4-0.p A A
id itciegi jr,
wif// ijobtwil 'ft ihrijog-
Q..,
- A -" ''
..,_,
e.,
34.... v„,, ..1:
ilimir'"--7"%11 t
A Virr.1i7i411 ../,....410
...'1.444iii
'.... ---..i',...7,....-_-_,,,,,,,
e---(4-,----4-kait
.... ,..a, 4.-,, ,I1 ) V:',....tTh./ .• - 1/41.1....._41111 iiiIII . ;.---4
N.7"). - ....
to . - 1.11-•-•• '''"'
..--,'-ir-Adrilit.!' .-::<"-7-:....1•. A h ' 1,.::-..',.
--- ..-: -
[ 0 1,000 2,000 4,000
EIIMIMMIm Feet
1 inch = 2,000 feet
UNIVERSITY PLACE
USGS TOPO MAP
PROJECT #: RAM-19000
CHAPEL HILL, NORTH CAROLINA
•
MCADAMS

NCDept of Environmental Qualit'
McA DA M S - SEP _7 2022
Date: September 7, 2022
To: NCDEQ
Raleigh Regional Offiec
3800 Barrett Drive
Raleigh, North Carolina 27609
Office: 919.791.4200
LETTER OF TRANSMITTAL
HAND DELIVER
Re: University Place
Phase 1A Public Sewer Submittal
Job #: RAM-19000
1 QUANTITY
UNIT
DESCRIPTION
1
Copy
Aerial Map
1
Copy
USGS Map
1
Copy
Fast Track Application
1
Copy
FTA Cover Letter
1
Copy
Flow Tracking for Sewer Extension Application
1
Check
($480.00) Application Fee
Transmitted as checked below:
® For approval
❑ For your use
❑ As requested
Remarks:
❑ For review + comment
❑ Other
❑ Other
Copy to: Signature:
Lee Weaver, PE / jp
Senior Technical Manager, Commercial
creat ng experiences through experience 2905 Mer dian Parkway, Durham, NC 27713 / 919. 361. 5000

From: leff Kurtz
To: Lee Weaver; Thomas, Zachary T
Cc: [(Ilrtz. Cassidy Robinson, Jason• Sean (Season• Todd Taylor: Nick Parker
Subject: RE: [External] RE: WQ0043780, W00043781, W00043782 University Place Multi -Family Phase 1A (Public/Private) & Phase 1D (Private) - Fast Track Sewer Applications
Date: Tuesday, October 25, 2022 8:40:34 AM
Attachments: imaoe008.onq
imaoe009.onq
imaoe010.onq
imaoe011.onq
image012.onq
image013.onq
image014.onq
image015.pnq
image016.onq
imaoe017.onq
imaoe018.onq
image019.pnq
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam.
I am aware and approve.
Jeff Kurtz
Vice President of Development
Ram Realty Advisors
P: 919-636-4982
ram
peeooplee making places'
00©0
From: Lee Weaver <[e-mail]>
Sent: Tuesday, October 25, 2022 8:36 AM
To: Thomas, Zachary T <[e-mail]>
Cc: Kurtz, Cassidy <[e-mail]>; Robinson, Jason <[e-mail]>; Sean Gleason <[e-mail]>;
Todd Taylor <[e-mail]>; Nick Parker <[e-mail]>; Jeff Kurtz <[e-mail]>
Subject: RE: [External] RE: WQ0043780, W00043781, WQ0043782 University Place Multi -Family Phase 1A (Public/Private) & Phase 1D (Private) -
Fast Track Sewer Applications
[EXTERNAL EMAIL]
Good Morning Zach,
I have attached the correct FTSE for the private sanitary sewer associate with Phase 1A. This was the last piece of missing paperwork. We also
updated the cover letter to include a statement about an analysis on the accepting system to make sure it had capacity for this project and future
developments on the parcel.
Jeff Kurtz,
Can you reply to this email that you are aware and approve the sewer applications you signed for RAM have been modified?
Thanks,
Lee
Lee Weaver PE
senior technical manager, commercial
mobile [phone]
weaver(mcadamsco com
2905 Meridian Parkway, Durham, NC 27713
From: Thomas, Zachary T <zacharv.thomasCrdncdenr.gov>
Sent: Friday, October 14, 2022 10:04 AM
To: Lee Weaver <weaverl5 mcadamsco.com>
Cc: Kurtz, Cassidy <Cassidv.Kurtz(& ncdenr.gov>; Robinson, Jason <[e-mail]>; Sean Gleason <gleasonPmcadamsco.com>;
Todd Taylor <ttavlor(owasa.org>: Nick Parker <nDarker(owasa.org>. jkurtzt7a ramrealestate.com
Subject: RE: [External] RE: WQ0043780, WQ0043781, WQ0043782 University Place Multi -Family Phase 1A (Public/Private) & Phase 1D (Private) -
Fast Track Sewer Applications
CAUTION: This email is NOT from McAdams. DO NOT click links or open attachments unless you verify the sender and content.

Hi Lee,
Thank you for getting these corrections over quickly.
As long as the FTAs attached to your previous email are updated there is no need to mail in any hard copies. We do however need a quick email
approval from all parties making sure that they are aware of the changes that were made to each app.
Once we have the approval emails and the signed, updated FTSE from OWASA (via email is fine), I will be able to proceed with finishing everything
up.
Thank you,
Zach Thomas
Environmental Program Consultant, Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone] I Cell: [phone]
zachary.thomasc ncdenr.gov
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
DE
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has adjusted operations to protect
the health and safety of the staff and public. Many employees are working remotely or are on staggered shifts. To accommodate these staffing
changes, all DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email. We appreciate your patience as we continue to serve the public during this
challenging time.
From: Lee Weaver <weaverR mcadamsco.com>
Sent: Thursday, October 13, 2022 10:48 AM
To: Thomas, Zachary T <7arharv.thomasPncdenr eov>
Cc: Kurtz, Cassidy <[e-mail]>; Robinson, Jason <[e-mail]>; Sean Gleason <gleasonR mcadamsco.com>;
Todd Taylor <ttavlor(owasa.org>. Nick Parker <nparker(owasa.org>. jkurtzPramrealestate.com
Subject: RE: [External] RE: WQ0043780, WQ0043781, WQ0043782 University Place Multi -Family Phase 1A (Public/Private) & Phase 1D (Private) -
Fast Track Sewer Applications
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam
Zach,
Thanks for the comments below. These were all easy to fix, and I have attached the updated FTAs, with the check boxes fixed, and the
Downstream sewer information added. I need an updated FTSE from OWASA for the Phase 1A Private permit, hopefully they can turn that around
quickly. Do we deliver full new packages to your office to address these comments?
Phase 1A— Public
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: Cape Fear/Jordan ❑ 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
Phase 1A— Private
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
I. PermitNumber(s): WQ NA- 10" DIP main installed —1975
2. Downstream (Receiving) Sewer Information: ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 00031
Owner Name(s): Oranae Water & Sewer Authority

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(0):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
X. CERTIFICATIONS:
I. 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
Phase 1D — Private
Downstream sewer is 12", so no issues with flow.
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ NA - 12" DIP SS installed --1975 i•
2. Downstream (Receiving) Sewer Information:
Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS 00031
Owner Name(s): Orange Water & Sewer Authority
X. CERTIFICATIONS:
I. 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 Desien Criteria I latgst version) as applicable?
® Yes ❑ No
Thanks,
Lee
Lee Weaver PE
senior technical manager, commercial
mobile [phone]
[e-mail]
2905 Meridian Parkway, Durham, NC 27713
From: Thomas, Zachary T <7achary.thomast7a ncdenr.gov>
Sent: Wednesday, October 12, 2022 4:17 PM
To: Lee Weaver <weaverPmcadamsco.com>
Cc: Kurtz, Cassidy <Cassidv.KurtzClncdenr gov>. Robinson, Jason <jason.t.robinson(lncdenr.gov>. Bill Derks <DerksPmcadamsco.com>- Todd
Taylor <ttavlorPowasa.orv>; Nick Parker <[e-mail]>; jkurt7t ramrealestate.com
Subject: RE: [External] RE: WQ0043780, WQ0043781, W00043782 University Place Multi -Family Phase 1A (Public/Private) & Phase 1D (Private) -
Fast Track Sewer Applications
IYou don't often get email from 7achary.thomasPncdenr.gov. Learn why this is important
CAUTION: This email is NOT from McAdams. DO NOT click links or open attachments unless you verify the sender and content.
Hi Lee,
Thank you for the clarification on the flows.
We did come across a few other items that we need addressed before we can proceed with the final review:
• WQ0043780 — University Place Multi -Family Phase 1A Public
o Section IX #4 was checked 'yes' for project located in buffered basin (Cape Fear -Jordan). The second part of the question was left
blank. Please confirm that the project complies with setbacks found in the river basin rules per 15A NCAC 028 .0200.
• WQ0043781 — University Place Multi -Family Phase 1A Private
o Section V #1 & #2 we left blank/unfinished. Please confirm at least the size of the downstream receiving sewer (Ex: WQ0043780
currently has NA — 8 inch vitrified clay main installed "'1975).
o Section IX #1 was left blank. Please confirm that the project complies with all separations/alternatives found in 15A NCAC 02T
.0305(f)&(g) YES or NO.
o Section X #1 regarding meeting 2T & MDC was selected both yes & no. Please confirm the correct answer for this question.
o The FTSE flow tracking sheet provided is the same one provided with WQ0043780 (30,876 GPD) and the flow does not match the

answers provided in section VI #7 & #8 (31,295 GPD). Please provide an updated FTSE that reflects the correct flow amount of 31,295
GPD.
• WQ0043782 — University Place Phase 1D Private
o Section V #1 & #2 was left blank/unfinished. Please confirm at least the size of the downstream receiving sewer (Ex: W00043780
currently has NA— 8 inch vitrified clay main installed —1975).
■ In Section VII #1 you state that a portion of the line will be 12". If the receiving sewer line is the same as WQ0043780 & 81
(8inch), will it have enough capacity to handle the existing flow and the new flow?
o Section X #1 regarding meeting 2T & MDC was selected both yes & no. Please confirm the correct answer for this question.
Please let me know if you have any questions.
Thank you,
Zach Thomas
Environmental Program Consultant, Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone] I Cell: [phone]
zacharv.thomas(@ncdenr.gov
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
414 C6
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has adjusted operations to protect
the health and safety of the staff and public. Many employees are working remotely or are on staggered shifts. To accommodate these staffing
changes, all DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email. We appreciate your patience as we continue to serve the public during this
challenging time.
From: Lee Weaver <weaverC&mcadamsco.com>
Sent: Wednesday, October 12, 2022 12:05 PM
To: Thomas, Zachary T <zacharv.thomas(&ncdenr.gov>
Cc: Kurtz, Cassidy <Cassidv.KurtzPncdenr eov>• Robinson, Jason <jason.t.robinsonPncdenr.gov>• Bill Derks <Derks& ncadamsco.com>. Todd
Taylor <ttavlor(@owasa.orv>; Nick Parker <noarkerhowasa.orv>; jkurts( ramrealestate.com
Subject: [External] RE: WQ0043780, WQ0043781, WQ0043782 University Place Multi -Family Phase 1A (Public/Private) & Phase 1D (Private) - Fast
Track Sewer Applications
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report Spam.
Zach,
The flows represented in the 3 permits are all separate with no double counting.
WQ0043780 and WQ0043781 look very similar because it is one building that we have basically split in half. Half of the system goes into public
right of way so is an extension of the public system. The other half drains internal to the site into a private system (that is being extended) and
eventually drains to the public portion. The site is very flat and the large building presented sewer depth issues. This is part of Phase 1A in the
attached exhibit.
WQ0043782 is a separate phase of the development, which is only retail development. This is part of Phase 1D in the attached exhibit.
Let us know if you have any follow up questions.
-Lee
Lee Weaver PE
senior technical manager, commercial
mobile [phone]
weaver(& m cad a msco.com
2905 Meridian Parkway, Durham, NC 27713

From: Thomas, Zachary T <[e-mail]>
Sent: Wednesday, October 12, 2022 11:18 AM
To: Todd Taylor <ttavlorOowasa.org>• Nick Parker <poarkerPowasa.or'>• jkurtzPramrealestate.corm Lee Weaver <weaverPmcadamsco.com>'
Bill Derks<DerksPmcadamsco.com>
Cc: Kurtz, Cassidy <Cassidv.KurtzCB ncdenr.gov>• Robinson, Jason <jason.t.robinsonCB ncdenr.gov>
Subject: WQ0043780, WQ0043781, WQ0043782 University Place Multi -Family Phase 1A (Public/Private) & Phase 1D (Private) - Fast Track Sewer
Applications
IYou don't often get email from zacharv.thomasc@ncdencgov. Learn why this is important
CAUTION: This email is NOT from McAdams. DO NOT click links or open attachments unless you verify the sender and content.
Good Morning,
We received three applications that appear to all be for the same project, one is public and two are private. We've done a cursory review of the
applications, and we want to make sure we understand them.
Our initial concern is to make sure that none of the lines and none of the flow is being "double -counted" and included in more than one
application. For example, we noticed that the flow in two of the applications appears to be almost identical:
• WQ0043780 — University Place Multi -Family Phase 1A Public has a flow of 30,876 GPD from 92 1-BR, 34 2-BR, and 6,362 SF retail.
• WQ0043781 - University Place Multi -Family Phase 1A Private has a flow of 31,295 GPD from 93 1-BR, 34 2-BR, 3,152SF retail, and a pool.
o Is this accounting for the same flow in both applications?
• WQ0043782 — University Place Phase 1D Private has a flow of 1,757 GPD for 17,563 SF of retail.
o Is this flow additional to the other two applications? Again, wanting to make sure that the flows are not being double counted.
Please review all three of these applications and confirm that no lines or flow are double -counted and included in more than one application. We
do have additional question about the application but wanted to address the flow issue first before moving forward with the rest of the application
review process.
Please let me know if you have any questions.
Thank you,
Zach Thomas
Environmental Program Consultant, Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone] I Cell: [phone]
zacharv.thomasPncdenr gov
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has adjusted operations to protect
the health and safety of the staff and public. Many employees are working remotely or are on staggered shifts. To accommodate these staffing
changes, all DEQ office locations are limiting public access to appointments only. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email. We appreciate your patience as we continue to serve the public during this
challenging time.