WQ0040829_Application (FTSE)_20190326

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Weser Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: (} 0 q0 [ (to be completed by DWR)
All items must be completed or the application will he returned
1. APPLICANT INFORMATION:
1. Applicant's name: t (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: Rpi ert Stgcnson per 15 A hl 'A • 07T o I i1C,t
Title: VP of Devc1ol2menti NC Dept ofEnvlronnweatal Quality
4. Applicant's mailing address: 4901 Waters Edge Dr. Suit 200
City: Raleigh State: NL zip: ZZL0fi-2AbA MAR 2 6 2019
5. Applicant's contact information:
Phone number: (M) 85,2-4� Email Address: bstccnsonncarillonas. ' ledlivin4omm Raleigh Regional Office
II. PROJECT INFORMATION:
L Project name: Carillon Durham .
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham County
4. Approximate Coordinates (Decimal Degrees): Latitude: 36,068517 Longitude:-78.933048
5. Parcel 1D (if applicable): 177448
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I - Professional Engineer: Christopligr R. Petr c PE License Number: 041935
Firm: Timmons r
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: North Carolina Zip; 227607-fQ0
Phone number: (919) 66-4951 Email Address: chriy;peiree0timmons.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: North Durham WRF Permit Number: NC 00238411
Owner Name: City of Durham
L
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTFF): 4�, r,
I. Permit Number(s): WQ Downstream (Receiving) Sewer Size: inc11
WidoCallouction S : WQCS 0�'f,C j
Owner Name(s): � u.
FORM: FTA 04-16 Page 1 of 5

Vl. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[--]Yes ❑No [ON. -'A
2. If the Applicant is a Developer of lots to be sold, has a,[l,;_ [oprf s Qperaiiunul Aiu,uirirw t F QRM. f)LJ been attached?
❑ Yes ❑No [ON. -'A
3. if the Applicant is a I h ti ., rttaurty has as Qneratitkool Agudo=t t FORM: HOA) been attached?
❑ Yes ❑No ®N:`A
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparationiservice ❑ Hotel and/or Motels
❑ School / preschool I day care ❑ Medical 1 dental ; veterinary facilities ❑ Swimming Pool (Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PoollFilter Backwash
❑ Businesses / offices 1 factories ® Nursing Dome ❑ Other (Explain in Attachment)
5. Nature of wastewater: JWla Domestic/Commercial "/o Commercial
_ % Industrial ( 5 ' 0')_0 2 )
bIs there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under J �A Nt'AC 02T .0I 1,4(11? ❑ Yes ® No
If esprovide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(t})
Daily Design Flow''
No. of Units
Flow
Retirement Home w/ Laundry Facility
120 gallPerson
84
10,080 GPD
gale
GPD
gal
GPD
gal:
GPD
gal.'
GPD
gal;'
GPD
To1a!
10,080 GPD
a See 15 A NCA C LM.0 I t 4 OX I I ond F0 ? 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 cast of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G . 4 - ).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A. N .[ !)I 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 10.080 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC Gravity Seers
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
480
SDR 35 PVC
6
83
SDR 35 PVC
Section I1 & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
r 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 & MAC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name- Carillon PS-1
2. Approximate Coordinates (Decimal Degrees): Latitude: 6 6R Longitude: - 8 9L 3. - 3049'
3. Design flow of the pump station: 0.01 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
2
207
DR13.5 iPS
HDPE
6. Power reliability in accordance with 15A N!ZAC 02T .0305 h I :
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
> Required ror 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 -connection 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(h)(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 & ISA NCAC 02T .0305(f)):
I. Does the project comply with all separations found in I 5A NCAC 02T .030501 &- i t; l ® Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be nrovided 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 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 11 impounded reservoirs used as a source of drinkin ► water
100 feet
"Waters classified WS (except WS-1 or WS-V), H, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands see 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
Draina Te systems and interceptor drains
5 feet
Anv swimming pools
10 feet
Final earth grade vertical
36 inches
15A NUAU 02TAIMU) contains alternatives where separations in 02T.0305(f? cannot be achieved.
"Stream classifications can be identified using; the Division's NC Surface woltnatc
If noncompliance with 0-JT.03U51 fl or (kl. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes ❑ 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
Aw As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per I SA NCAC (12B .02(10? ❑ Yes ❑ No ® N.-'A
%- This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ® No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the44t1 & t3L,i fir Pc-.nnst11ng Branch
5. Does project comply with 15A' C'AC 02_T.Oi05(rlt6) (additional permits,'ccrtifications)? ® Yes ❑ No
Per 15A NCAC 02T.[11051 O(M, 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 NCAAC 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
D 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 I SA NCAC 02Y, the Miuunuin llcsiifli Crirrria lbr dw tMnining ni'PtImEt mrinns
it&U- g Maimil:ngU,versipi1). and the tjuvily Sema Alininium Design Crirrria tluresl i-ersmon as applicable?
El Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting; documents
for review. _Approval of the request is required prior to submittal of the Fast Track Application and supportine
documents.
2. Professional Etaineces Certification:
1, attest that this application for
(Professional Engineer's name from Application Item 111.1.)
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, 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 S25,000 per violation.
.............. .... -- - . ............
North Carolina Professional Engineer's seal, signature, and date: \\`0,�tCq�'����''
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Si
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ry pp?j _
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11111
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, _ Robert J. Steenson, Vice President Development 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 143-215.6I1, 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: 8/30/2018
FORM: FTA 04-16 Page 5 of 5

5410 Trinity Road p 919.866.4951
T I M M O N S GROUP Suite 102 p 919.859.5663
YOUR VISION ACHIEVED THROUGH OURS Raleigh, NC 27607 www.timmons.com
September 7, 2018 NC Dept OfEnviromnental Quality
NC DEO — Raleigh Regional Office
3800 Barrett Drive
Raleigh, NC 27607 MAR 2 6 2019
RE: Carillon Durham Pump Station — Power Reliability Raleigh Regional Office
To whom it may concern:
This letter is to provide certification that the pump station designed to serve the Carillon Durham
retirement community is permanently connected to a bypass power source capable of supplying
adequate power to operate the pump station. The station's power is delivered by a distribution panel
within the main facility. The entire facility is connected to an emergency power generator. The generator
has been sized to accommodate the full pump station loads.
Respectfully Submitted,
�4-,O�&
Christopher Petree
Timmons Group
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

PUBLIC WORKS
��i't�1 u :. � ►�
March 12, 2019
N.C. Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Dear Sir/Madam:
Subject: Sewer Permit Application Private
Carillon North Durham
NC Dept of Environmental Quality
MAR 2 6 209
Raleigh Regional Office
Please find enclosed the subject application package, which includes the original and one copy of the
private completed application form (FTA 04-16) and flow acceptance letter, (form FTSE-04-16 from
the City of Durham), the appropriate topographic maps, and the $480.00 fee for each APPLICATION
Should you have questions or comments, please do not hesitate to contact me at [phone], ext.
30229.
S
I �I
Robert N. Joyner, Jr., P. .,
Development Revie roue Manager
City of Durham
Dept. of Public Works
101 City Hall Plaza, Third Floor, Durham, NC 27701
919.560.4326 DurhamNC.gov Follow Us @CityofDurhamNC
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State of North Carolina
BIWR Department of Environmental Quality
Division of Water Resources
Ol�ltilnn of lLrt.•r Rcruur� r.ti
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Carillon Assisted Living
Project Name for which flow is being requested: Carillon Durham
More than one FTSE mrtr be required for a single project if the owner of the FVIVTP is not responsible for all pump
stations along the route of the proposed wastelvaterfloir.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Durham Water Reclamation Facility
b. WWTP Facility Permit ir: NCO023841
All flows are in MGD
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. TotaI actual and obligated flows to the facility
h. Percent of permitted flow used
20
4.38
8.88
0.01
13.27
66.35%
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:
CQ
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm! pf),
Number)
MGD MGD
Landis Dr 0.7200 0.2880
Eno River 27.936 11.174
(B)
(C)
(D)--(B+C)
(E)-(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Aq,
Tributary
Flow Plus
Daily Flow.
Daily Flow.
Obligated
Available
MGD
MGD
Flow
Capacity***
0.0087
-
0.0087
0.2793
3.01
-
3.01
8.I64
* The Firm Capacity 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.
*** 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). North Durham WRF
Downstream Permit Number: NCO023841
Page I of 6
FTSE 04-16

III. Certification Statement:
I Al 6 ek certify to the best of my knowledge that the addition of
the vol a 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 i rovements identified in the planning assessment where applicable. This
analysis has be p rformed in accordance with local established policies and procedures using
the best avail le ta. TA certification applies to those items listed above in Sections I and II
plus al at ched pla in assessment addendums for which I am the responsible party.
Signa re f this ind' •ates acceptance of this wastewater flow-
2
Page 2 of G
FTS E 04- l G

Cashion, Ted
From: 5teenson, Bob [e-mail]>
Sent: Monday, May 13, 2019 9:38 AM
To: Cashion, Ted; Chris Petree
Cc: Robinson, Jason; Fertenbaugh, Christyn L; Perkins, Kerry; Brian Downs
Subject: RE: [External] RE: Carillon Durham fast track sewer extension application
• External email. Do not click links of open attachments unlessyou verily. Send all suspicious ernaii as an attachment -to
This is fine. Thank you.
From: Cashion, Ted [mailto:[e-mail]]
Sent: Monday, May 13, 2019 8:49 AM
To: Chris Petree; 5teenson, Bob
Cc: Robinson, Jason; Fertenbaugh, Christyn L; Perkins, Kerry; Brian Downs
Subject: RE: [External] RE: Carillon Durham fast track sewer extension application
Chris,
We discussed this with our permit coordinator in our Central Office. The consensus is we are willing to accept the
generator at the main building as a secondary power source for the purposes of meeting the overall dual power
requirement, however, the facility must also ensure that a quick -connection receptacle is available at the pump station
such that a generator could be obtained and hooked up directly without being reliant on the underground power line.
We'll insert a special condition in the permit that reads as follows:
`The pump station shall be provided with a manual transfer switch and portable generator quick -connection receptacle
such that a portable generator could be obtained and connected to the pump station, should the conduit between the
main building and the pump station fail to convey adequate power for the operation of the pump station, per Section
5.04(B)(3)(b) of the Minimum Design Criteria."
Is this agreeable to you and Mr. 5teenson?
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
ted.cashion@ncdenr,eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609

Cashion, Ted
From: Perkins, Kerry <[e-mail]>
Sent: Monday, May 13, 2019 9:01 AM
To: Cashion, Ted
Cc: Chris Petree; Steenson, Bob; Robinson, Jason; Fertenbaugh, Christyn L; Brian Downs
Subject: Re: [External] RE: Carillon Durham fast track sewer extension application
t External email. Do not disk linitpr opeWa_ ldadxrri U unless.yvu verify. ierpif all suspieibus email asan attachment to
It is acceptable to Carillon.
Sent from my iPhone
On May 13, 2019, at 8:47 AM, Cashion, Ted <[e-mail]> wrote:
Chris,
We discussed this with our permit coordinator in our Central Office. The consensus is we are willing to
accept the generator at the main building as a secondary power source for the purposes of meeting the
overall dual power requirement, however, the facility must also ensure that a quick -connection
receptacle is available at the pump station such that a generator could be obtained and hooked up
directly without being reliant on the underground power line.
We'll insert a special condition in the permit that reads as follows:
"The pump station shall be provided with a manual transfer switch and portable generator quick -
connection receptacle such that a portable generator could be obtained and connected to the pump
station, should the conduit between the main building and the pump station fail to convey adequate
power for the operation of the pump station, per Section 5.O4(8)(3)(b) of the Minimum Design Criteria."
Is this agreeable to you and Mr. Steenson?
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609

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Subscribe to Collection System & Sewer Permitting Updates
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: Chris Petree <Chris.Petree timmons.com>
Sent: Monday, May 06, 2019 3:46 PM
To: Cashion, Ted <[e-mail]>; [e-mail]
Cc: Robinson, Jason <iason.t.robinsonCcDncdenr.gov>; Fertenbaugh, Christyn L
<christen.fertenbaueh(Mncdenr.sov>; Perkins, Kerry <kerry.perkins@carillonassistedliving com>; Brian
Downs <Brian.Downs timmons.com>
Subject: RE: [External] RE: Carillon Durham fast track sewer extension application
Mr. Cashion,
Per your email below and the conversation we had earlier today, I offer the following additional
information to help with your review of the pump station's reliability:
Wet Well Volume Reaction Time
We have determined the wet well is capable of storing flow for approximately 119 minutes in the event
of power loss.
To determine this, we found the volume available in the wet well at the worst case scenario (if the
power was to go out and the liquid level was at the pump on float). The elevation from the pump on
float to the rim of the wet well was 10.25' and using the diameter of the wet well (4 ft), we found the
available volume was approximately 128 cubic feet, or just over 963 gallons. (the top of the wet well
would be the first overflow point on the site and is lower than the building's finished flow elevation —
see the attached utility profiles)
To find the influent flow rate to the station, we calculated the average daily flow rate per resident from
historical water consumption data from two similar Carillon facilities (one in Knightdale, the other in
Fuquay). That hourly flow rate was multiplied by the total number of beds for the Durham facility (84
beds) and converted that daily fiowrate to an average gallons per minute, which was approximately 8.08
gal/min.
Dividing the available storage volume by the by the maximum average influent rate provides —119
minutes. It is important to note that this timing does NOT account for water -use reduction procedures
if the pump station power is lost.
Narrative
There are a couple of significant factors to consider for the reliability of this pump station:
• This lift station serves a single building that is staffed 24 hours a days, 365 days a year.
• The power feed wiring to the station is protected in a conduit to reduce the risk of accidental
severing.
• The station has alarms that alert staff there is a problem so they can curtail water using
activities while service is called and on the way.
• Carillon has a multiple generators used to power facilities in the event of a power outage.

• Carillon has a contract with Stanley Environmental for a pump truck in the event of any
difficulties/delay in generator deployment.
Please review the above information and the attached drawings and don't hesitate to let me know if you
have additional questions or need more information.
We would appreciate anything you can do to expedite review on your end. Again, please let me know if
there is anything I can do to help!
Very Respectfully,
Chris
Christopher Petree, PE, DBIA
Water Infrastructure — Sr. Project Manager
TIMMONS GROUP ! www.timmons.com
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
Office: 919.532.3234 1 Fax: [phone]
chris.oetree0timmons.com
Your Vision Achieved Through Ours
From: Cashion, Ted <ted.cash [e-mail]>
Sent: Tuesday, April 30, 2019 8:08 AM
To: Chris Petree <Chris.Petree @timmons.com>; [e-mail]
Cc: Robinson, Jason <iason.t.rob![e-mail]>; Fertenbaugh, Christyn L
<christ n.fertenbau h ncdenr. ov>
Subject: RE: [External] RE: Carillon Durham fast track sewer extension application
Chris,
We discussed the backup power scenario in-house and with our permit coordinator. Below is her
comment:
Based on our general interpretation of 15A NCAC 02T.0305(h) with regards to the two power source
requirement as well as the MDC requirements you outlined, I do not believe a single source via the
incoming line (whether it is from the standard power or a generator) would suffice, especially because as
you mentioned, if that one line gets cut either during a power outage or during a normal day, they have
no way to power the pump station. They would need to have some method of hooking up the generator
directly to the pump station in the event that the line to the pump station fails while the nursing home
has power.
I'm not sure that we would grant a variance far this unless they have significant storage in the wet well
above the pump -on elevation — we've granted variances for simplex pump stations to be used with no
backup power and 24-hours of storage above the pump -on for small flows, but I'm not sure how much
flow this particular nursing home generates nor how large the wet well is in relation to the flow.
We'd need to delve into the design information to determine if we could consider a variance — perhaps
the engineer can provide the plans and brief calculations (digital is fine) showing the storage above the
pump -on position so we can see what we would consider?
Can you provide more specifics on the pump station, wet well storage capacity, talcs, narrative,
etc? We'll review and let you know something.
Thx

ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
<image003.png>
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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: Chris Petree <Chris.Petree timmons.com>
Sent: Tuesday, April 30, 2019 7:26 AM
To: Cashion, Ted <ted.cashion(&ncdenr.eov>; bsteenson carillonassistedlivin .com
Cc: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Subject: [External] RE: Carillon Durham fast track sewer extension application
Ted,
Per our conversation yesterday, the information is section V is below:
1. Permit Number(s): WQ... We are having a hard time locating this number. Is there a resource to
find this information? We will contact the City to request this...
2. Downstream (Receiving) Sewer Size: 8-Inch
3. System Wide collection System Permit #s: WQCS00005
4. Owner Name(s): City of Durham
Thank you,
Chris
Christopher Petree, PE, DBIA
Water infrastructure — Sr. Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
Office: 919.532.3234 1 Fax: [phone]
[e-mail]
Your Vision Achieved Through Ours
From: Cashion, Ted <[e-mail]>
Sent: Monday, April 29, 201911:55 AM
To: Chris Petree <Chris.PetreeCeptimmons.com>; bsteenson(cDcarillonassistedliving.com

Cc: Robinson, Jason <[e-mail]>
Subject: Carillon Durham fast track sewer extension application
Hi Chris,
We're reviewing the subject application. Item VI11.6 notes a portable power source for the proposed
pump station, however, the narrative states the entire facility is connected to an emergency power
generator. Just to clarify, is the generator a portable power source, or, is it a permanent
generator? Upon confirmation and with your permission, we'll make the revision on the application.
Also we need item V of the application completed (downstream sewer permit number, receiving sewer
size, system wide collection system permit number, owner name).
Just to confirm, will duplex grinder pumps be installed in the pump station?
We'll continue drafting the permit upon submittal and review of this info.
ted
Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
<image003.png>
Subscribe to Collection System & Sewer Permitting Updates
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.
5

Cashion, Ted
From: Fertenbaugh, Christyn L
Sent: Friday, May 10, 2019 12:27 PM
To: Cashion, Ted; Robinson, Jason
Cc: Gore, Deborah
Subject: RE: [External] RE: Carillon Durham fast track sewer extension application
I talked with Deborah about this particular situation — we are willing to accept the generator at the main building as a
secondary power source for the purposes of meeting the overall dual power requirement, however, they must also
ensure that a quick -connection receptacle is available at the pump station such that a generator could be obtained and
hooked up directly without being reliant on the underground power line. Please insert a condition into the permit as
follows (please feel free to tweak the language if needed):
"The pump station shall be provided with a manual transfer switch and portable generator quick -connection receptacle
such that a portable generator could be obtained and connected to the pump station, should the conduit between the
main building and the pump station fail to convey adequate power for the operation of the pump station, per Section
5.04(13)(3)(b) of the Minimum Design Criteria"
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
**Subscribe to Collection System & Sewer Permitting U dates**
Please note that my phone number has changed to 919-707-3625.
919-707-3625 - Office
919-807-6489 - Fax
christvn,fertenbauehfa ncdenr.gov
Mailing: 1617 Mail Service Center
Raleigh, NC 27699-1617
Physical: 512 N. Salisbury Street, Rm. 925S
Raleigh, NC 27604-1170
"`Nothing Comperes
Emoil correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Cashion, Ted
Sent: Thursday, May 9, 2019 7:04 AM
To: Fertenbaugh, Christyn L<[e-mail]>; Robinson, Jason <[e-mail]>
Subject: RE: [External] RE: Carillon Durham fast track sewer extension application
Sounds good, thanks Christyn.

Ted Cashion
Water Quality Regional Operations
Division of Water Resources
NC Department of Environmental Quality
Raleigh Regional Office
919-791-4254
[e-mail]
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
147,
CARCUNA
DcparUnnl nlinviromcntal Duality
Subscribe to Collection System & Sewer Permitting U dates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Fertenbaugh, Christyn L
Sent: Wednesday, May 08, 20191:43 PM
To: Cashion, Ted <ted.cashion(Mncdenr.eov>; Robinson, Jason <][e-mail]>
Subject: RE: [External] RE: Carillon Durham fast track sewer extension application
I want to run this past Deborah when she gets back tomorrow as I'm still a little wary about allowing a solo power source
without being able to hook the generator directly up to the pump station — I'll let you know ASAP what we figure out.
Christyn L. Fertenbaugh, P.E.
Environmental Engineer
PERCS Unit
Division of Water Resources
Department of Environmental Quality
"Subscribe to Collection System & Sewer Permitting Updates""
Please note that my phone number has changed to 919-707-3625.
919-707-3625 —office
919-807-6489 — Fax
christ n.fertenbauehCa7ncdenr.eov

M
Cashion, Ted
From: Cashion, Ted
Sent: Monday, May 06, 2019 3:59 PM
To: Christyn L Fertenbaugh([e-mail]); Robinson, Jason
Subject: FW: [External] RE: Carillon Durham fast track sewer extension application
Attachments: Carillon Durham Pump Station Details.pdf; Scanned from 2nd Floor Xerox.pdf
Hi Christyn,
Below and attached is info the engineer provided regarding the proposed PS for this fast track application. The fast track
application is also attached.
Let us know if we need to include a special condition in the permit, or if a variance is needed, more info, etc....
Thanks for your help 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
ted.cashionCaincdenr.eov
1628 Mail Service Center
Raleigh, NC 27699-1628
3800 Barrett Drive
Raleigh, NC 27609
ID
DeNartmenI of Environmenlal Qualify
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records taw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Chris Petree <[e-mail]>
Sent: Monday, May 06, 2019 3:46 PM
To: Cashion, Ted <[e-mail]>; [e-mail]

Cc: Robinson, Jason <[e-mail]>; Fertenbaugh, Christyn L <[e-mail]>;
Perkins, Kerry <[e-mail]>; Brian Downs <Brian.Downs @timmons.com>
Subject: RE: [External] RE: Carillon Durham fast track sewer extension application
Mr. Cashion,
Per your email below and the conversation we had earlier today, I offer the following additional information to help with
your review of the pump station's reliability:
Wet Well Volume/Reaction Time
We have determined the wet well is capable of storing flow for approximately 119 minutes in the event of power loss.
To determine this, we found the volume available in the wet well at the worst case scenario (if the power was to go out
and the liquid level was at the pump on float). The elevation from the pump on float to the rim of the wet well was
10.25' and using the diameter of the wet well (4 ft), we found the available volume was approximately 128 cubic feet, or
just over 963 gallons. (the top of the wet well would be the first overflow point on the site and is lower than the
building's finished flow elevation — see the attached utility profiles)
To find the influent flow rate to the station, we calculated the average daily flow rate per resident from historical water
consumption data from two similar Carillon facilities (one in Knightdale, the other in Fuquay). That hourly flow rate was
multiplied by the total number of beds for the Durham facility (84 beds) and converted that daily flowrate to an average
gallons per minute, which was approximately 8.08 gal/min.
Dividing the available storage volume by the by the maximum average influent rate provides —119 minutes. It is
Important to note that this timing does NOT account for water -use reduction procedures if the pump station power Is
lost
Narrative
There are a couple of significant factors to consider for the reliability of this pump station:
• This lift station serves a single building that is staffed 24 hours a days, 365 days a year.
• The power feed wiring to the station is protected in a conduit to reduce the risk of accidental severing.
• The station has alarms that alert staff there is a problem so they can curtail water using activities while service is
called and on the way.
• Carillon has a multiple generators used to power facilities in the event of a power outage.
• Carillon has a contract with Stanley Environmental for a pump truck in the event of any difficulties/delay in
generator deployment.
Please review the above information and the attached drawings and don't hesitate to let me know if you have additional
questions or need more information.
We would appreciate anything you can do to expedite review on your end. Again, please let me know if there is anything
I can do to helpl
Very Respectfully,
Chris
Christopher Petree, PE, DBIA
Water Infrastructure — Sr. Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
Office: 919.532.3234 1 Fax: [phone]
chris.oetree0timmons.com
Your Vision Achieved Through Ours

Front: Cashion, Ted <[e-mail]>
Sent: Tuesday, April 30, 2019 8:08 AM
To: Chris Petree <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>; Fertenbaugh, Christyn L<[e-mail]>
Subject: RE: [External] RE: Carillon Durham fast track sewer extension application
Chris,
We discussed the backup power scenario in-house and with our permit coordinator. Below is her comment:
Based on our general interpretation of 15A NCAC 02T.0305(h) with regards to the two powersource requirement as well
as the MDC requirements you outlined, 1 do not believe a single source via the incoming line (whether it is from the
standard power or a generator) would suffice, especially because as you mentioned, if that one line gets cut either during
a power outage or during a normal day, they have no way to power the pump station. They would need to have some
method of hooking up the generator directly to the pump station in the event that the line to the pump station fails while
the nursing home has power.
I'm not sure that we would grant a variance for this unless they have significant storage in the wet well above the pump -
on elevation — we've granted varionces for simplex pump stations to be used with no backup power and 24-hours of
storage above the pump -on for small flows, but I'm not sure how much flow this particular nursing home generates nor
how large the wet well is in relation to the flow.
We'd need to delve into the design information to determine if we could consider a variance — perhaps the engineer can
provide the plans and brief calculations (digital is fine) showing the storage above the pump -on position so we con see
what we would consider?
Can you provide more specifics on the pump station, wet well storage capacity, calcs, narrative, etc? We'll review and
let you know something.
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
Subscribe to Collection System & Sewer Permitting Updates
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: Chris Petree <[e-mail]>
Sent: Tuesday, April 30, 2019 7:26 AM
To: Cashion, Ted <[e-mail]>: [e-mail]
Cc: Robinson, Jason <[e-mail]>
Subject: [External] RE: Carillon Durham fast track sewer extension application
Ted,
Per our conversation yesterday, the information is section V is below:
1. Permit Number(s): WQ... We are having a hard time locating this number. Is there a resource to find this
information? We will contact the City to request this...
2. Downstream (Receiving) Sewer Size: 8-Inch
3. System Wide collection System Permit Ids: WQCS00005
4. Owner Name(s): City of Durham
Thank you,
Chris
Christopher Petree, PE, DBIA
Wafer Infrastructure — Sr. Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 102 1 Raleigh, NC 27607
Office: 919.532.3234 1 Fax: [phone]
chris.oetree _timmons.com
Your Vision Achieved Through Ours
From: Cashion, Ted <[e-mail]>
Sent: Monday, April 29, 201911:55 AM
To: Chris Petree <[e-mail]>; [e-mail]
Cc: Robinson, Jason <'ai [e-mail]>
Subject: Carillon Durham fast track sewer extension application
Ni Chris,
We're reviewing the subject application. Item VI11.6 notes a portable power source for the proposed pump station,
however, the narrative states the entire facility is connected to an emergency power generator. Just to clarify, is the
generator a portable power source, or, is it a permanent generator? Upon confirmation and with your permission, we'll
make the revision on the application.
Also we need item V of the application completed (downstream sewer permit number, receiving sewer size, system
wide collection system permit number, owner name).
Just to confirm, will duplex grinder pumps be installed in the pump station?
We'll continue drafting the permit upon submittal and review of this info.
ted
4

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 Updates
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.

l V�
CdY?
Cashion, Ted
From: Cashion, Ted t ���„
Sent: Tuesday, April 30, 2019 8:08 AM
To: Chris Petree; [e-mail]
Cc: Robinson, Jason; Christyn L Fertenbaugh (christyn [e-mail])
Subject: RE: [External] RE: Carillon Durham fast track se r extfnsion application
Chris,
We discussed the backup power scenario in-house and with our permit coordinator. Below is her comment:
Based on our general interpretation of 15A NCAC 02T.0305(h) with regards to the two power source requirement as well
as the MDC requirements you outlined, l do not believe a single source via the incoming line (whether it is from the
standard power or a generator) would suffice, especially because as you mentioned, if that one line gets cut either during
a power outage or during a normal day, they have no way to power the pump station. They would need to have some
method of hooking up the generator directly to the pump station in the event that the line to the pump station fails while
the nursing home has power.
I'm not sure that we would grant a variance for this unless they have significant storage in the wet well above the pump -
on elevation — we've granted variances for simplex pump stations to be used with no backup power and 24-hours of
storage above the pump -on for small flows, but I'm not sure how much flow this particular nursing home generates nor
how large the wet well is in relation to the flow.
We'd need to delve into the design information to determine if we could consider a variance — perhaps the engineer can
provide the plans and brief calculations (digital is fine) showing the storage above the pump -on position so we can see
what we would consider?
Can you provide more specifics on the pump station, wet well storage capacity, calcs, narrative, etc? We'll review and
let you know something.
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,
Subscribe to Collection System & Sewer Permitting Updates
Email correspondence to and fram this address may be subject to the North Carolina Public Records taw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Cashion, Ted
From: Chris Petree <[e-mail]>
Sent: Tuesday, April 30, 2019 7:26 AM
To: Cashion, Ted; [e-mail]
Cc: Robinson, Jason
Subject: (External] RE: Carillon Durham fast track sewer extension application
• External email. Do not click links or open a arhments unless you verify. Send all suspicious email as an attachment to
Ted,
Per our conversation yesterday, the information is section V is below:
1. Permit Number(s): WQ... We are having a hard time locating this number. Is there a resource to find this
information? We will contact the City to request this...
2. Downstream (Receiving) Sewer Size: 8-Inch
3. System Wide collection System Permit #s: WQCS00005
4. Owner Name(s): City of Durham
Thank you,
Chris
Christopher Petree, PE, DBIA
Water Infrastructure — Sr. Project Manager
TIMMONS GROUP I www.timmons.com
5410 Trinity Road, Suite 1021 Raleigh, NC 27607
Office: 919.532.3234 1 Fax: 919.859,5563
chris.petree(ciitimmons.com
Your Vision Achieved Through Ours
From: Cashion, Ted <[e-mail]>
Sent: Monday, April 29, 2019 11:55 AM
To: Chris Petree <[e-mail]>; [e-mail]
Cc: Robinson, Jason <[e-mail]>
Subject: Carillon Durham fast track sewer extension application
Hi Chris,
We're reviewing the subject application. Item VI11.6 notes a portable power source for the proposed pump station,
however, the narrative states the entire facility is connected to an emergency power generator. Just to clarify, is the
generator a portable power source, or, is it a permanent generator? Upon confirmation and with your permission, we'll
make the revision on the application.
Also we need item V of the application completed (downstream sewer permit number, receiving sewer size, system
wide collection system permit number, owner name).
Just to confirm, will duplex grinder pumps be installed in the pump station?
We'll continue drafting the permit upon submittal and review of this info.

tied
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 Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties unless the content is exempt by statute or other regulation.

Cashion, Ted
From: Cashion, Ted
Sent: Monday, April 29, 2019 11.55 AM
To: [e-mail]; [e-mail]
Cc: Robinson, Jason
Subject: Carillon Durham fast track sewer extension application
Hi Chris,
We're reviewing the subject application. Item Vlll.6 notes a portable power source for the proposed pump station,
however, the narrative states the entire facility is connected to an emergency power generator. Just to clarify, is the
generator a portable power source, or, is it a permanent generator? Upon confirmation and with your permission, we'll
make the revision on the application.
Also we need item V of the application completed (downstream sewer permit number, receiving sewer size, system
wide collection system permit number, owner name).
Just to confirm, will duplex grinder pumps be installed in the pump station? �/
We'll continue drafting the permit upon submittal and review of this info.
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 Updates
Email correspondence to and from this address may be subject to the North Carolina Public Records taw and may be
disclosed to third parties unless the content is exempt by statute or other regulation.