WQ0039713_Application (FTSE)_20190116

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: v�&O o 5q �I J lµ (ta be complcicd by DWR)
All items must he completed or the application will be returned
1. APPLICANT INFORMATION:
I . Applicant's name: Orange Water & Sewer (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ StatoCounty ❑ Municipal ® Other
3. Signature authority's name: Ed Kerwin per I 5A NCAC 02T .0106(bl
Title: Executive Director
4. Applicant's mailing address: 400 Jones Fery Road NC Dept of Environmental Quality
City: Carrboro State: -C Zip. Z, 10-
5. Applicant's contact information: JAN �X VIP
Phone number: (919) 5 374201 Email Address: n ark r w a r b .
11. PROJECT INFORI4IATjION:
Raleigh Regional Office
1. Project name:lls'�
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If a modification, provide the existing permit number: WQ0039713 and issued date: 11,29/19
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: 9 92 Longitude: - 97 .0217
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)
I11. CONSULTANT INFORMATION:
1. Professional Engineer: Peter Bellantoni License Number: 033040
Firm: Pennoni Associates
Mailing address: 5430 Wade Park Blvd. Suite,106
City: Raleigh State: -C Zip: 2-16OZ-
Phone number: (919) 0-9214 Email Address: pbclfantonifi pennoni.cam
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Mason farm Wastewater Treatment Plant Permit Number: NC 0025241
Owner Name: OWASA
V. RECEIVING DOWNSTREAM
f SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ +" A *_ Downstream (Receiving) Sewer Sizc: inch
Sy51cm Wide Collection System Permit Numbcrtsl_(if applicable : WQCS Zj
Owner Names}: Q W 1dnl�trr /► +aGr 1 ray ...
tM. Lwi
FORM: FTA 04-16 PIZ, Page I of

Vl. uENERAL REQUIREMEN'.
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ❑X NIA
2. if the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement FORM: DEV been attached?
❑ Yes ❑No ❑X NIA
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement DORM: I.1OA been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑X Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School 1 preschool 1 day care ❑ Medical / dental / veterinary facilities 0 Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑X Swimming Pool/Filter Backwash
❑ Businesses 1 offices 1 factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
I_ % Industrial (See 15A NCAC 02T .0103(20))
,,Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(f)? ❑ Yes ❑X No
9 If es, provide a covy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 2ZI.01140
Daily Design Flaiv n.h
No. of Units
Flow
Apartments (1- bedroom)
240 gal/day
227
54,480 GPD
Apartments (2- bedroom)
240 gal/day
78
18,720 GPD
Apartments (3- bedroom)
360 gal/day
23
8,280 GPD
gall
GPD
gall
GPD
gall
GPD
Total
81,480 GAD
a See 15A NCAC 02T .0114(b), (d), (e)(1)_ 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 ofthe Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .01 14(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: 81,480 GPD (per 15A NCAC 02T .0114) /
➢ Do not include future flows or previously permitted allocations
If permitted flaw is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number. _ _
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

V11. GRAVITY SEWER DESIGN CRITERIA or Applicable) - 02T .0305 & MDC (Gravit-, Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8 587 DIP
Section 11 & Ili 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 requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 & 1%IDC(Pump Stations,Torce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: millions gallons per day ( firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick-conncction receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(li)(1)(C):
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
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
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS— (02B .0200 & 15A NCAC 02T .0305(f)):
i I. Does the project comply with all separations found in 15A NC'AC' O2T 010.11 rr Yes ❑ No
15A NCAC 02T.0305(0 contains minimum separations that shall be provided for sewer systems•
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains horizontal
10 feel
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 drinkin ► water
100 feet
"*Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation) and wetlands sec item IX.2
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
-Any building foundation
5 feet
Any basement
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
i 15A NCAC 02T.0305ig) contains alternatives where separations in 02T.0305(f) cannot be achieved.
**Stream classifications can be identified using the Division's \:C'Surfacg Water
i If noncompliance with 02T 030' r see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Ycs [--]No ❑ N-A
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .02009 ® Yes ❑ No ❑ N A
This would include Trout Buffered Streams per 15�AC 213.0202
4. Does the project require coveragelauthorization under a 404 Nationwide or ® Yes ❑ No
individual permits or 401 Water Quality Certifications?
i Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with I SA NCAC 02T.0105(c)(6) (additional permitslcertifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(e)(6), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No ❑ N: A
i 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 permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with l_>A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
,L11d 1-orc, \J.iiflw i 1'01�,[ I'L;l SiMIL and the Grgivity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance Alternative Design Request application (VADC 10-14) and supporting documents for
review. A roval of the reguest is re aired prior to submittal of the Fast Track Application and supgorting documents.
2. Professional Engineer's Certification:
1, Peter Bellantoni _
(Professional Engineer's name from Application Item III.1.)
attest that this application for
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, Gravity Sewer
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.
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
a,`�s�He�mnn►����
s
tt
'1C.
4uu11�i N�t��•�
C1 c-WktJe✓ Y lrt,iw— attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. 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 143-215.6H, 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: 2 _VANEW VJ Date:IZP%2
FORM: FTA 04-16 Page 5 of

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1730 Fordham Blvd
Chapel Mill, NC 27514

State of North Carolina
ti Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting AIlocation: Orange Water and Sewer Authority
Project Name for which flow is being requested: Hillstone Apartments
Afore than one FTSE mar be required for a single project if the owner of the IYII'7P is not responsible for all purnrp
stations along the route o,J the proposed irastelrate0low.
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
d. Estimated obligated flow not yet tributary to the WWTP
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
All flows are in MGD
14.5
0.756
8.044
0.081 (81,480 gpd)
8.881
61.2
I1. 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)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm+ po,
Number)
MGD MGD
Rogerson 18.5 7.4
n.
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg.
Tributary
Flow Plus
Daily Flow,
Doily Flow,
Obligated
Available
MGD
MGD
Flow
Capacity***
3.20
0.49
3.74
3.66
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can he 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 (pi) not less than 2.5.
*** 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):
Downstream Permit Number:
Page l of 6
FTSE 04-16

III. Certification Statement:
1 Ed Kerwin 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 1 and 11 plus all
attached planning assessment addendums for which 1 am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
wtrl 1 $
Signing ffi al Signalr �e
Page 2 of 6
FTSC 04-16

FO'�WASA ORANGE WATER AND SEWER AUTHORITY
A public, non-profit agency providing water, server and reclaimed water services
to the Carrboro-Chapel Hill community.
January 8, 2019
NCDEQ Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
SUBJECT: Permit Modification for Hilistone Apartments
DWR Staff,
Enclosed are the following items for your review and approval. The project includes extension and
relocation of OWASA's sanitary sewer system in order to serve a new, 328 unit apartment complex. No
changes are proposed to the number and types of dwelling units, water demand or waste water allocation.
The additional length, approximately 453-ft of 8-inch gravity sewer, is now requested in order to
accommodate an upcoming, adjacent project. The previously approved Permit included 134-ft of 8-inch
gravity sewer. The new total length is 587-ft of 8-inch gravity sewer.
Fast -track Application form FTA 04-16 (original and copy)
Flow Tracking/Acceptance form (original and copy)
• Revised to include updated plant and pump station flow information
Check in the amount of $480.00
Project Narrative
Copy of Permit No. W00039713 dated 12/29/18
Please contact me, by telephone at 919 537-4201 or email to [e-mail], if you have any
questions or comments.
Respectfully.
Nicholas L. Parker
Engineering Associate
cc: Jessica Godreau, PE — OWASA
Peter Bellantoni, PE, Justin Brown, PE — Pennoni Associates, PA
NC Dept of Fnvironmental Quality
JAN)
1 19
Raleigh Regional Office
400 Jones Perry Road Equal Opportunin Employer Voice [phone]
Carrboro, NC 27510-2001 Printed on Recycled Paper BUIL.ouVasa_org

5430 Wade Park Blvd.
Suite 106
Raleigh, NC 27607
t:919-929-1173
F: 919-493-6548
Firm License #: F-1267
www.pennoni.com
December 6, 2018
NCDEQ— Division of Water Resources
512 N. Salisbury Street
Raleigh, NC 27604
Attention: Ted Cashion
RE: Permit No. WQ0039713
Proposed Hillstone Development
Proposed Permit Modification
Sanitary Sewer Main Extension Application
LG Crown Volvo, LLC
Chapel Hill, NC 27514
LCG R1602
Dear Ted,
Pennoni, on behalf of LG Crown Volvo, LLC is submitting to OWASA a modification to the referenced
sanitary sewer extension permit. This modification consists an additional +/- 330 If of 8" DIP line within
the Novus Lane ROW for a total project length of 587 If of 8" DIP sanitary sewer main. For reference,
attached is a copy of the permit which has been issued by your office. With this being a modification
to an existing permit and considering that the project is currently under construction, an expedited
review of this modification request would be greatly appreciated. During your review of the above,
should you have further questions or comments, please do not hesitate to contact me directly at our
office.
Sincerely,
/Zo 4xz�
Peter Bellantoni, PE

Cashion, Ted
From: Cashion, Ted
Sent: Wednesday, January 30, 2019 7:41 AM
To: 'Peter Bellantoni'
Cc: Nick Parker ([e-mail]); Justin Brown; Robinson, Jason; Bolich, Rick
Subject: RE: [External] WQ0039713 - Hillstone (Chapel Hill, Orange County, NC)
Hi Pete,
Thanks for contacting us. Based on the email chain below, this modification issue first came up in July 2018. At that
time, you/permittee were informed that due to the high volume of applications we receive coupled with staff's other
duties, it typically takes us around 6-8 weeks to review applications and issue permits. We didn't receive the
application requesting the modification until January 16, 2019.
With that said, we will try to issue the modified permit in the next couple of weeks (which means reviewing it before
other applications that were submitted earlier).
You may contact us in 7-10 days to see where we are on this one.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
'Nothing Compares -
Subscribe to Collection System & Sewer Permitting U dates
Email correspondence to and from this address may be subject to the North Carolina Public Records tow and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Peter Bellantoni <[e-mail]>
Sent: Tuesday, January 29, 201911:44 AM
To: Cashion, Ted <[e-mail]>
Cc: Nick Parker ([e-mail]) <[e-mail]>; Justin Brown <JJBrown@Pennon i.com>
Subject: RE: [External] WQ0039713 - Hillstone (Chapel Hill, Orange County, NC)
o. 71! Eiiei•nal email. Do not dllc 'links lrppen attadirnents;unless you v�Cp . Send all suspicious email as an attachment two
trePort.snamP.nc.gav
Ted,

Thanks for getting back to me so quickly on this. As we discussed, the Hillstone project is currently under
construction. As indicated in my 12/6/18 letter (attached), an expedited review to modify Permit No., WQ0O39713 is
being requested to allow for the installation of an additional 330 if of 8" DIP within Novus Lane. At present, not having
this modification to install the additional sanitary sewer is delaying the project. We would greatly appreciate an
expedited review for this modification to avoid any further project delay. If you have any questions or need any
additional information, please contact me.
Thank you for your assistance with this.
Pete
Peter Bellantoni, PE
Pennoni
5430 Wade Park Boulevard, Suite 106 1 Raleigh, NC 27607
Direct: [phone] Mobile: [phone]
www.gennoni.com I PBellantoniPPennoni.com
From: Cashion, Ted <ted.cash ion @ncdenr.gov>
Sent: Monday, July 9, 2018 2:53 PM
To: Peter Bellantoni <[e-mail]>
Cc: Robinson, Jason <jason.t.robinson0ncdenr.9ov>; Nick Parker ([e-mail]) <nParke [e-mail]>
Subject: RE: (External] WQ0039713 - Hillstone (Chapel Hill, Orange County, NC)
Peter,
A fast track sewer extension application with the $480 application fee will need to be submitted for the adjacent
property project. We are 6-8 weeks out from receipt of application to issuing permits. Explain fully and clearly in the
narrative for the application why a permit is needed sooner than the standard 6-8 week turnaround. We'll do our best
to turn it around asap.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
+..� - -- Nothing Compares
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Peter Bellantoni[mailto:[e-mail]
Sent: Monday, July 09, 2018 2:34 PM

To: Cashion, Ted <ted.cashionOncdenr.gov>
Subject: [External] WQ0039713 , Hillstone (Chapel Hill, Orange County, NC)
Ted,
The Hillstone project which was approved back in December 2017 (attached) is presently under construction. The
adjacent property to the northeast is now being redeveloped and approximately 335 If of additional 8" sanitary sewer
main will need to be installed within the Novus Lane ROW. As we are already under construction with the roadway
improvements, what would be the most expeditious manor in which we can file for this modification. Please let me
know as soon as you have a chance, how we can file this modification and what fees (if any) would be necessary.
Thank you,
Pete
Peter Bellantoni, PE
Pennoni
401 Providence Road, Suite 200 1 Chapel Hill, NC 27514
Direct: [phone] Mobile: [phone]
www.pennoni.com I [e-mail]
Penn
PARTNERS FOR WHAT'S POSSIBLE
Pennoni's latest featured video!

Cashion, Ted
From:
Peter Bellantoni <[e-mail]>
Sent:
Tuesday, January 29, 2019 11:44 AM
To:
Cashion, Ted
Cc:
Nick Parker ([e-mail]); Justin Brown
Subject:
RE: [External] WQ0039713 - Hillstone (Chapel Hill, Orange County, NC)
Attachments:
20181206 - Sanitary Sewer Modification Transmittal Letter NCDEQ.pdf
xtemal ernalt. D otciick Inks or open attaahmCvE unless you vps fy. S d a#i suspicious emaif as attachment t
C. v — _� U . = --21L
Ted,
Thanks for getting back to me so quickly on this. As we discussed, the Hillstone project is currently under
construction. As indicated in my 12/6/18 letter (attached), an expedited review to modify Permit No., WQ0039713 is
being requested to allow for the installation of an additional 330 If of 8" DIP within Novus lane. At present, not having
this modification to install the additional sanitary sewer is delaying the project. We would greatly appreciate an
expedited review for this modification to avoid any further project delay. If you have any questions or need any
additional information, please contact me.
Thank you for your assistance with this.
Pete
Peter Bellantoni, PE
Pennoni
5430 wade Park Boulevard, Suite 106 1 Raleigh, NC 27607
Direct: [phone] Mobile: [phone]
www.pennoni.com I PBellantoni@Pen noni,com
From: Cashion, Ted <[e-mail]>
Sent: Monday, July 9, 2018 2:53 PM
To: Peter Bellantoni <[e-mail]>
Cc: Robinson, Jason <[e-mail]>; Nick Parker ([e-mail]) <[e-mail]>
Subject: RE: [External] WQ0039713 - Hillstone (Chapel Hill, Orange County, NC)
Peter,
A fast track sewer extension application with the $480 application fee will need to be submitted for the adjacent
property project. We are 6-8 weeks out from receipt of application to issuing permits. Explain fully and clearly in the
narrative for the application why a permit is needed sooner than the standard 6-8 week turnaround. We'll do our best
to turn it around asap.
Thx
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office

919-791-4254
= -'�'-� Nothing Compares C.-
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Peter Bellantoni(ma!Ito:[e-mail]]
Sent: Monday, July 09, 2018 2:34 PM
To: Cashion, Ted <[e-mail]>
Subject: [External] WQ0039713 - Hillstone (Chapel Hill, Orange County, NC)
Ted,
The Hillstone project which was approved back in December 2017 (attached) is presently under construction. The
adjacent property to the northeast is now being redeveloped and approximately 335 If of additional 8" sanitary sewer
main will need to be installed within the Novus Lane ROW. As we are already under construction with the roadway
improvements, what would be the most expeditious manor in which we can file for this modification. Please let me
know as soon as you have a chance, how we can file this modification and what fees (if any) would be necessary.
Thank you,
Pete
Peter Bellantoni, PIE
Pennon!
401 Providence Road, Suite 200 I Chapel Hill, NC 27514
Direct: [phone] I Mobile: [phone]
www.nennoni.com I PBellantoni(@Pennoni.com
Pennon!
PARTNERS FOR WHAT'S POSSIBLE
Pennoni's latest featured videol

5430 Wade Park Blvd
Suite 106
Raleigh, NC 27607
T. 919-929-1173
F 919-493-6548
Firm License #! F-1267
www.pennoni corn
December 6, 2018
NCDEQ— Division of Water Resources
512 N. Salisbury Street
Raleigh, NC 27604
Attention: Ted Cashion
RE: Permit No. WQ0039713
Proposed Hillstone Development
Proposed Permit Modification
Sanitary Sewer Main Extension Application
LG Crown Volvo, LLC
Chapel Hill, NC 27514
LCG R1602
Dear Ted,
Pennoni, on behalf of LG Crown Volvo, LLC is submitting to OWASA a modification to the referenced
sanitary sewer extension permit. This modification consists an additional +/- 330 If of 8" DIP line within
the Novus Lane ROW for a total project length of 587 If of 8" DIP sanitary sewer main. For reference,
attached is a copy of the permit which has been issued by your office. With this being a modification
to an existing permit and considering that the project is currently under construction, an expedited
review of this modification request would be greatly appreciated. During your review of the above,
should you have further questions or comments, please do not hesitate to contact me directly at our
office.
Sincerely,
.+ 4LZI-f
Peter Bellantoni, PE