WQ0041757_Application (FTSE)_20200529

State of North Carolina
nWR
Department of Environmental Quality
Division of Water Resources
I5A NCAC 021' .0300— FAST TRACK SEWER SYSTEM ENTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORNI: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is fior sewer extensions involving gra%ity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Desi�an Criteria and that plans, specifications and supporting documents have been prepared in accordance with, I5A
NCAC 02T, I>A NCAC 02T .0300, Division policies and odengineering practices.
NVhilc no upfront engineering design documents are required for submittal. in accordance with 13A NCAC 02T .0305(h), design
documents must be prepared prior to submittal of a first track permit application to the Division. This would include plans. design
calculations, and project specifications referenced in 15A .Nk CAC 021 ..t >0 and the applicable minimum design criteria. 'These
documents shall he available upon request by the DiN ision.
Projects that are deemed permitted (do not require a permit from the Di%ision) are explained in 15A NCAC 02'L0303
Projects not eligible for review % is the fast track process (must be submitted for full technical re% iew ):
Projects that require an environmental assessment in accordance with 15A NCAC 1C.0100:
Projects that do not meet any part of the minimum design criteria (��IDC1 document:
Projects that invok e a variance from the requirements of 15A NCAC 2 r:
Pressure sewer systems utilizing septic tank -effluent pumps (S rLPs) or simplex grinder pumps:
S'fF.P or simplex grinder pumps connecting, to pressurized systems (e._. force mains):
Vacuum sewer systems.
General- When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one ori-inal and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
El Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package. as well as a brief description of the requested permitting action.
.- Be specific as to the system type, number of homes served, flow allocation required, etc.
% If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of S480.00 dated within 90 days of application submittal.
> Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
> If necessary for clarity or due to space restrictions, attachments to the application may be made,
❑ If the Applicant Type in Item I,2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary ol'Stale.
❑ If the Applicant Type in Item I? is a partnership or d,:b,a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item IL 1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Enaineer,
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signin- official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T ,0106(b).
INSTRUCTIONS FOR FOR,NI: FTA 04-16 & SUPPOR HNG DOCUNIIiNTATION Page I ot'3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the o" ners of the downstream sewers and treatment facility.
Multiple forms maybe required where the downstream sever owner and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
El Submit an 8.5-inch x I I -inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters,
Location of the project Q,mvity sewer, pump stations R. force main)
Downstream connection points and permit number (if knom n) for the receiving sewer
® Include a street level map (aerial) showing general project area so that Division staff can easily locate it in the field.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the pennit the Applicant would like the Division to address during the permit
modification (i.e.. permit description, flow allocation, treatment facility. etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
Q Per 15A NCAC _02T .0305(h)(I), submit documentation of power reliability for pumping stations.
This alternative is only available for average daily flows less than 15,000 gallons per day
:- It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently -powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump 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. (Required at time of certification)
Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)Ll) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold tine utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
Franchise approval is expected.
.1. Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ Home Pro erty Owners' Associations
❑ Per ISA NCAC 02T .01 15(c), submit the properly executed Operational Agreement FORM.. FIOA .
❑ Per 15A NCAC 02T .0115(c). submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement (TORIVi: DEV,).
1NS3-RUC"PIONS FOR I'ORM: I YA 04-16 &- SUPPORTING DOCUNIiiN'IWHON Page 2 or

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
Water QualitySection
2090 US Highway 70
Swannanoa, North Carolina 28778
Avery, Buncombe, Burke, Caldwell, Cherokee,
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson. Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Re Tonal Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Qualily Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCIIN117NI'ATION Page 3 of3

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
1;A NCAC 02T A300 -- FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water ReSDUFCCS FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: WOOO41757_lu,becompletcdb%DWR)
All items must be completed or the nyplication will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Grange Water K Sewer Authorit (compam, municipalitN, 110A. utilit}, etc.)
2, Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ PrNately-Opened Public utility
❑ Federal ❑ State -:Count} ❑ Municipal ® Other
3. Signature authority's name: Ed Ken+in per 13A NCAC 02l .0106 b
Title: I,xecutivc Director
4. Applicant's mailing address: 400 !ones Fern Road
Cit)': Carrburro State: NC Zip: -17„51O-
5. Applicant's contact information:
Phone number: (919) �-17-1201 Ismail Address: nnarKerrro�%asa.orL,
IL PROJECT INFORMATION:
1. Project name: I INC Medical Education Buildinc (Pubic Sewer Improvements)
2. Application/Project status: ® Proposed (New Permit) ❑ lxisting PermitlProject
11-a modification, pro%ide the existing permit number: WQo()and issued date:
If new construction but part of'a master plan, proN ide the existing permit number: WQ00
3, County "here project is located: Orange
4, Approximate Coordinates (Decimal Dearces): Latitude: 35.906311 - Longitude:-79.031446
5. Parcel ID lil'applicable): 9788543697
(or Parcel ID to closest downstream sewer)
Ill. CONSULTANT INFORMATION:
1. Professional Engineer: Roy Lorenzen, PE License Number: 15834
Firm: STHWART. Inc.
Mailing address: 223 S. West Street. Suite 1 100
Cite: Raleigh- State: NC 'Lip: 27603-
Phone number: (L) 9) 866-4913 E-mail Address: rlorenzen iistc%%artinc.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 (if different than W\N'TF):
1. I'ennit Number(s): WQ NA-installed'87 Downstream (Rccci\ ing) Sever Size: 10 inch
xtcnt Wide Collection S%stem Permit Number s if a ti ilicablc : WQCSQ(1031
Owner Name(s): Orange Water & Seiner Authority
FORM: I-­rA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Pri%-ateI%-Ot%ncd Public Mility. has a Certificate of Public Convenience and Necessity been attached'?
❑ Yes ❑No ®NIA
2. Ifthe Applicant is a De%eloper of lots to he sold. has a Dc%cloner's nt±erational :Agreement t FOR41: DEV) been attached'?
❑ Yes [-]No ®NSA
3. [I'the Applicant is a [ Iomc;Pro verty O%Nners' Association. has an Operational A_reement FORA[: 1 IOA been attached?
❑ Yes [-]No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores. centers. malls) ❑ Car Wash
❑ Residential Leased ❑ Retail %%ith food preparationism-ice ❑ I iotel and/or Motels
❑ School preschool ? day care ® Medical dental %eterinary facilities ❑ S%%imming Pool .:Clubhouse
❑ mood and drink facilities ❑ Church ❑ S%%inuning Poo!. -Filter Backwash
❑ Businesses otlices! factories ❑ Nursing Ilome ❑ Other (Explain in Attachment)
5. Nature of wastewater: It10 `1, Domestic;C:ommercial "o Commercial
`lr Industrial (See ISA NCAC 02'r .0103(20))
1>Is there a Pretreatment Program in effect? ❑ Yes ® No
6. l las a flow reduction been appro,,cd under 15A NCAC 02'1; -01 14f II1? ❑ Yes ® No
If vesprovide a co v or now reduction aporoval letter
7. Summarize waste%%atcr generated by project:
Establishment Type (see 02T.0114(n)
Daily Design Flow '
No. of Units
Flow
Ex Berryhill I lall (Students) Building Demo
10 gallstudent
415
-4.150 GPD
Ex Bern -hill Hall (Offices) [wilding Demo
25 gal emplo}cgs
39
-975 GPD
Ex. Bern -hill Hall (ViN arium) Building
Demo
120 gaVI.000 sf
16.475
-1.977 GPD
Ne%% MUB (Students)
10 gallstudent
500
5.000 GPD
Ne%% NIEB (011ices)
25 gal'employce
104
2.600 GPD
New AIEI3 (Future Offices)
25 gaifempioycc
56
1.400 GI'D
Total
1.898 GPD
a See 15A NCAC 02'1- .0114(h). 1d). M I! and (c)(2) liar caveats to ►%astenater design flo%� rates (i.e., minimum 110%% per
dwelling. proposed unkno%4n non-residential development uses: public access facilities located near high public use areas:
and residential property located south or cast of the Atlantic Intracoastal Waterwa% to be used as % acation rentals as del med
in G.S. 42A-4).
b Per ISA NCAC 021- .01 [4(c). design Ilo%% rates for establishments not identified fin table 15A NCAC 02 1-.01141 shall be
determined using mailable flo" data. %%atcr using fixtures, occupancy or operation patterns. and other measured data.
8. Waste%%atergenerated by project: 1.898 GPD (per 15A tiCAC 02T .01 14)
Do not include future flo«s or pre% loud% permitted allocations
II'permitted flo%% is zero. indicate aby
❑ Pump Station or Gravity Sc%%er %%here flo%N x%ill he permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number: -
❑ Rehabilitation or replacement ol-existing sewer �%ith no new flow expected
❑ Other (Explain):
[-ORhI: FTA 04-16 Page 2 of-5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & NIDC (Gravity Sewers):
1. Summarize gravit% se%%er to be permitted:
Size (inches) Length (feet) Material
H" (OWASA) 0 DIP
One OWAS.A o%%ned
Doghouse manhole to
be installed.
i Section 11 & [11 of the NIDC (or Permitting of Cra% it% ScN%ers contains information related to design criteria
Section III contains inlirrmation related to minimum slopes liar gra% it% scwer(s)
Oversizing lines to meet minimum slope requirement is not allowed and a Violation of the i11DC
Vill. PUMP STATION DESIGN CRITERIA (if Applicable) — 02T .0305 S MDC (Punui Stations/ orce Mains}:
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:
2. Approximate Coordinates (Decimal Degrces): Latitude: Longitude: -
3. Design flow ofthe pump station: millions gallons per day (firm capaciq )
4. Operational point(s) of the pump(s): gallons per minute at feet total d) namic head ('I'Dl1)
5. Summarize the force main to be permitted (tier this Pump Station):
Size (inches) Length (feet) Material
G. Po%%er reliability in accordance +pith 15A NCAC 021- .0305 h I :
❑ Standby power source or pump with automatic acts ation and tcicmctr%- - 15A NCAC 02T .0305(h)(i)(B).
Required for all pump stations +pith an average daih llo%% greater than or equal to 15.000 gallons per da%
i Must be permanent to facilit,
Or if the pump station has an average daily flow less than 13.000 gallons per day:
❑ Portable power source %%ith manual activation. quick -connection receptacle and telemetr3 - I5A NCAC 02T
.0305(h)(l)(C)
or
❑ portable pumping unit with plugged emergence pump connection and telemetry - 15A NCAC 021' .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 u.ith the station.
4I'the portable power source or pump is dedicated to multiple pmnp stations. an c%aluation of all the pump stations storage
capacities and the rotation schedule of the portable poker source or pump. includim; travel timeframcs. shall he provided
in the ease of a multiple station poN%er outage.
rORNI: ri-A 0.4-116 Page 3 of 5

It. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
I. Does the project comply with all separations found in 15A NCAC 02 f .0305(13 & (u)
15A NCAC 02'I'.0305(t) contains minimum separations that shall he Provided for saver s� stems:
® Yes ❑ No
Setback Paratnetcrl`
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water o%er sewer includine in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines ( vertical - reclaimed over sewer)
18 inches
Reclaimed %voter lines thorizontai - reclaimed o%er sewer)
2 feet
**Any prig ate or public water supply source. including any wells, WS-1 waters of Class I or
Class 11 impounded resort oirs used as a source of drinking water
100 feet
—Waters classified 41'S (e-xcept WS-1 or WS-V). I3. SA. OR%%r. I IQW, or SB from normal
high water (or tide elevation) and wetlands (see item IN.2)
50 feet
**Any other stream, lake, impoundment. or ground water lowering and surface drainage
ditches
10 Iect
Anv buildin * Inundation
5 feet
Am- basement
10 feet
Top slope ul' embankment or cuts of 2 ieet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Anv swiraining, pools
10 feet
Final earth grade(%crtical)
36 inches
�w 15A NCAC 02T.0305(s) contains alternatives where separations in 02 ]`.03(15(l) cannot he achieved.
i **Stream classifications can be identified using the Division's NC Surface Water Classifications wehnau
IfnoncompIiance with 021.0305( I) or ( 111. see Section X of this application
2. Does the project comply witli separation requirements fir wetlands? (50 Icet of separation) [-]Yes [)No ® N A
Seethe Division's draft separation requirements for situations where separation cannot he meet
Not ariance is required if the alternative design criteria speci tied is utilized in design and construction
As built documents should reference the location of areas el'1'ccted
3. Dues the project comply with setbacks found in the river basin rules per 15A NCAC 0213 .0200-? ❑ Ycs ❑ No ® N-A
'e This would include Trout Buffered Streams per 15A NCAC 213,0202
4. Does the project require coveragcfauthorization under a 404 Nationwide or ❑ Yes ® No
indit idual permits or 401 Water Quality Certifications'?
Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project oomph with 15A NCAC 02T.010j c h) (additional permitsrcertitications):' ® Yes [:]No
Per ISA NCAC 02T.0105(0(64, directiv 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 pennits (erosion and
sedimentation control plans, stormwater management plans, etc.).
G. Does this project include any sewer collection lines that are deemed "high-priorih ?"
Per 15A NCAC 02"1'.0402. -high-priority se%vcr" means ''any aerial sevver, 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
It'yes, include an attachment with details for each line, including type (aerial line. size. material, and location).
I Iigh priority [in es shall be inspected lty the permitice or its representa live at least once every six-ntontlts and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: IF TA 04-16 I'age 4 of 3

X. CERTIFICATIONS:
I. Does the submitted s}stem comply with 15A NCAC 02T. the %lininttun Design Criteria liar the Permitting ol-Pump Stations
and force Mains ( latest V ersion). and the Gra\ it,. Sea, er klinimum Design Criteria latest % ersioni as applicable?
® Yes ❑ No
II'No. complete and submit the Variance'Alternative Design Request application (VADC 10-14) and supporting documents for
rc%iew. Approval of the renuest is required prior to submittal of the Fast Track application and supporting documents.
2. Professional Engineer's Certification:
Roy P. Lorenzen, P.E.
_ attest that this application fife
(Professional Engineer's name Irom Application item 111.1.)
has been re%iewed b% me and is accurate, complete and consistent with the infirrmatiun supplied in the plans, specifications,
engineering calculations. and all other supporting documentation to the best of nn knowledge. I further attest that to the best
of m) knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria fir GraviLN Sewers ( latest version). and the LMinimum Design Criteria for the I-ast-Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals ma} hate developed certain portions of this
submittal package, inclusion of these materials under m% signature and seal signifies that I have rcxiewed this material and
havejudged it to be consistent with the proposed design.
NOTE: — In accordance %%ith General Statutes I4.-215.6A and 143-215.611. am person who knowingly makes any false
statement, representation. or certification in am application package shall be guilt% of a Class 2 misdemeanor, which ma.'
include a line not to exceed $10.000. as well as civil penalties up to $25.000 per,,iolation.
forth Carolina Professional Engineer's seal, signature, and date:
3. ApplicanCs Certification per I5A NCAC 02i' M106(b):
i
L
N
SEAS.
15834'J'i
'.FMp I K�;�e.
1. 1?d Kerwin attest that this application fir
(Signature Authorit%'s name K title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of'my knowledge. I understand that ifall required parts of
this application are not completed and that Wall required supporting: documentation and attachments are not included. this
application package is subject to being returned as incomplete. I understand that an) discharge ofwastcwater from this non -
discharge system to surface waters or the land will result in an immediate enfiorcement action that ma% include civil penalties.
injunctive relief. and/or criminal prosecution. [ w ill make no claim against the Di%ision of Water Resources should a condition
of this permit be %iolated. I also understand that il'all required parts of this application package are not completed and that if
all required supporting inlbrmation and attachments are not included. this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-2-1-5.6A and 143-215,bJi. am person who knowing/ makes any lalse
statement. representation, or certification in anv application package shall be guihy ofa Class 2 misdemeanor. which may
include a line not to exceed S 10.000 as well as ci%it penalties up to S25.000 per % iolation.
Sign uJi r+:V-�,
6/3/2020
DORM: I- I'A 04-16 Page 3 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Division of Water Resources Flow- Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Orange Water & Sewer Authority
Project Name for which Clow is being requested: UNC Medical Education Building
Public Sewer Improvements)
.1lore than one FI SE- mut� be required fir cr single prgject if lire on tier of the 111I Tl' is not responsible for ull primp
stations along the rome of the proposed ri asteirate► flair
1. Complete this section only if you are the owner of the waste« ater treatment plant.
a. WWTP Facility Name: _
b. WWTP Facility Permit PP
Mason Farm Wastewater Treatment Plant
NC 0025241
All flows are in MGD
c. WWTP facility's permitted flow 14.500
d. Estimated obligated flow not yet tributary to the WWTP 0.608
e. WWTP facility's actual avg. flow 7.600
f. Total flow for this specific request 0.002 (1898 GPD)
�. Total actual and oblivated flows to the facility 8.210
h. Percent of permitted flow used 56.6
Complete this section for each pump station you are responsible for alon�.t 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**
(Nameor
Capacity. * (firm I pi).
Number)
NIOD %ICD
NA
(B)
(C)
(D)=(B+C) (E)-(A-D)
Obli-ated.
ApproN.
Not Yet
'Total Current
Current A%g.
Tributary
rlo%y Plus
Dailv Floe.
Dail• Floe,
Oblieated Available
MOD
M G D
I'low Capacity***
* 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): OWASA
Downstream Permit Number: WQCS00031
Page I of 6
FTSE 04-16

III. Certification Statement:
I 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 lacility and that the floe from this project is not anticipated to
cause any capacity related sanitary sewer overflo%%s 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 11 plus all
attached planning assessment addendums for wllich I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
01-CIV a -
4AJI.�_
Slgnifk1 Ojjiciell s(ifitatm•e
Page 2 of G
6/3/2020
Dade
FTSC 04-16

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available
Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
; and that
b. The rate of activation of this obligated. not yet tributary capacity is currently approximately
MG per year: and that
c. A funded Capital Project that will provide the required planned capacity. namely
is in design or under construction %%ith
planned completion in ; and;or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information. there is sufficient justification to
allow this now to be permitted. without a significant likelihood of over -allocating capacity in the
system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste
disposal system.
SlglT111g Of.ficic I sign (it ure
Daly'
Page 3 of 6
FTSE 04-16

Instructions for Flow TrackinglAcceptance form (FTSE) and Planning Assessment Addendum (PAA)
Section
a. WWTP Facilitv Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facilitv Permit #: Enter the NPDES or Nan -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow. MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP. MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not vet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years
and reconciled their flow records, to the best of their ability, so it is kno►%n how much flo►► has been
obligated and is not vet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
e. WWTP facility's actual avg. flow. MGD: Previous 12 month average.
f. Total flow far this specific Muest. MGD: Enter the requested flow volume.
g. Total actual and obligated flo%,►s to the facility, MGD Equals [d - e + f]
h. Percent of permitted flow used: Equals [(g c)* 100]
For example:
On January 15 a POTW «ith a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3,215 MGD
Ii. = 53.6 ° o
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 ° o
Each subsequent FTSE form will be updated in the same manner.
Page 4 of 6
FTSE 04-16

Section II
List the pump station name or number and approximate pump station firm capacity. approximate design
average daily flow (A) approximate current average daily flow (B). and the obligated, not yet tributary flow
through the pump station (C) for each pump station that «vill be impacted by the proposed sewer extension
project. Calculate the total current flow plus obligated flow (D=B3 C) and the available capacity (E=A-D).
Include the proposed flow for this project with other obligated flows that have been approved for the pump
station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pt) of not
less than 2.5.
f the available capacity (E) for any pump station is < 0. then prepare a planning assessment for that pump
station ifthe system has future specific plans related to capacity that should be considered in the permitting
process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obli�_ated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm pf)
MGD
MGD
Floe'
Capacity*
Ka%v Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Vallev Road PS
1.895
0.758
0,472
0.135
0.607
0.151
Pate 5 of 6
FTSE 04-16

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section 11 where available capacity
is 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether
there is significant likelihood that needed improvements or reductions in obligated flo%vs will be in place
prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow ►.-ithout capacity related sanitary overflows and must take all steps necessary to complete
the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project Currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should carefully
weigh the certainty of successful timely project completion for an} expansion, flow management diversion
or infiltration and inflow elimination projects that are the foundation of a planned solution to capacity
tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flo« accounts for 224'�O and 0.080
MGD of the committed floe in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributan capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten year cal2ital plan contain recommended scope and funding* for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned_in_July 2014, This proiect_is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow Tracking Acceptance for Sewer Extension Permit Application
elevates this proiect's priority for funding and construction to be implemented ahead of the activation of
obligated. not yet tributan' flows in amounts that exceed the frm_puntpstation_capacities identified in
Section II above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
)'age 6 of 6
FTS E 04-16

Sewer Extension & Improvements
NCDEQ Submittal
For the proposed
University of North Carolina
Medical Education Building
(Public Sewer Improvements)
Chapel Hill, North Carolina
Prepared for
4WASA / Flad Architects / University of North Carolina
@Chapel Hill
Prepared By
Stewart
J
STEWART
]une 3, 2020

Sewer Extension Narrative
For
University of North Carolina Medical Education Building
(Public Sewer Improvements)
Chapel Hill, North Carolina
Prepared for:
OWASA /Flad Architects / University of North Carolina Hospitals
Prepared by:
Stewart
223 S. West Set, Suite 1100
Raleigh, NC 27603
919.380.8750
FOR REVIEW ONLY
Stewart Project No. C17037
June 3, 2020

Table of Contents
1. Table of Contents & Narrative
2. Site Information
a. QUAD Map
b. Aerial Photo of Site
c. Street Level View of Site

SEWER EXTENSION IMPROVEMENTS NARRATIVE
University of North Carolina Medical Education Building
(Public Sewer Improvements)
CHAPEL HILL, NORTH CAROLINA
EXECUTIVE SUMMARY
This narrative has been prepared specifically to address requirement on the
15A NCAC 02T .0300 — Fast Track Sewer System Extension Application, (Item B) to
quantify the impact of proposed development on downstream sewer systems and
treatment plants.
Existing Site Information
The project site is located along Medical Drive and is situated between South
Columbia to the West and Medical Drive to the East. The site is also surrounded by
the following buildings, Brinkhous-Bullitt to the South, Bondurant Hall to the
South/Southwest and Carrington Hall to the North/Northwest. The site is currently
the existing Berryhill Hall site with an entry plaza to the West to enter Berryhill Hall
and plaza's between Berryhill Hall and Brinkhous-Bullitt with a large pedestrian stair
that takes pedestrians from the Medical Drive area to the two noted plazas.
Existing Berryhill is being removed and a new Medical Education Building is being
built to replace it. New plazas are being constructed to the West and South and
upgrades are being made to the existing Carrington Hall loading dock to share it
with the new Medical Education Building. All sewer services are currently exiting
the surrounding building into the existing sewer that flows between Berryhill and
Brinkhous-Bullitt through an existing 8" sewer line.

We have reviewed drawings prepared by J. N. Pease Associates dated July
1975, titled, Preclinical Education Facilities that show the new 8" sewer that exits
the now Brinkous-Bullitt building. Since these documents were prepared before
OWASA creation, these lines would have been UNC owned. Copy of the drawing
noted below.
1,
is
rii� - it E� "I' � �",."'I4 "•tom----'J�: _ ]�� i^�^^�- +��1..r.- r��-_..-_...�i� '11= ........- -
:r. }•'f.F1[�_'l:l'�q � � I+•; 3�.hDl _�•!�_�1..�.•; r.r �� j �:. �.._ .I - _, y,r. ;�_ n _ r'
TT.
.4,.
=
•X __. -.-.- t
�yr...cr_ .aL y .�:� _ � - ��....�1'-'tip::-.�:,• i^ �._.iny + - �1- •4 1 �......
..dry
_•__,_ _ _ f 1, �:.,._ - ,`-• , �� ' z,='
_rf•^.�.i'�
In
,,
Za
I
.-s -1 5' if,Rl il. "T'
'�-�-�: •.•�i� / r� �S� r C. �.7'
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i l
i
�
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_ h
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.1
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. psi Cl--t � R`;.' �1'TiY � �f {«irr.. ^= ��=_
�-.�-. �. +.w ww_
•:
•�r^•I<,�
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�~��-�,
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'{._.��.'••
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-
.-,-. �{��'
' u r.-.. -r,.
�-.uA,al:.ew S:.ii1LY,_.•.•^•.f�.�--Y!!
.1• 1►M .� .
`.. e•.....r. YH 'fir u•. �rn� ...e role s.-
II, J. N. PEASE ASSOCIAT&S rreL.r4c.L foue.rwr.L r.c 4ur4r■ Lr i
;I � l+71� � �•- �.•r,• tiJ�=hCM+Tf�,f .l M6=fuf =� .-..rsi.r eKn04 Or lIOR1r
_ I rOrlr CJOIr� Ll n.MLL •RI

We have also reviewed drawings prepared by Diehl & Phillips. P.A. dated
June 26, 2006 (as-builts), titled Bondurant Hall Additions and Renovations that
show a new 8" sewer that exits Bondurant Hall with a new 8" DIP sewer in a steel
casing. These drawings show the OWASA ownership starting at the point that the
sewer for Bondurant and Berryhill meet the sewer that comes from Brinkhous-
Bullitt. Copy of the drawing is noted below.
_ 9
ir
rn =em
—r.0 anrr�a�*
The project site is outside of any known 100-year floodplain and the 500-
year flood elevation does not impact any portion of the site. This project does not
impact any existing wetlands and is not known to be within any Water Supply
Watersheds. The latest version of the United States Department of Agriculture Soil
Conservation Service Soil Survey of Orange County, North Carolina map indicates
that the on -site soils are predominantly the Appling-Urban land complex which is
classified as Hydrologic Soil Group B. Per FEMA Flood Insurance Rate Map
3710978800K, dated November 17, 2017, the project is within Zone X and no 100-
yr Floodplain is present.
Proposed Improvements
Proposed development on the site will include the demolition of existing
Berryhill Hall, parking lot and surface structures and all other site features within
the new project footprint. Once demolition of the existing site has occurred, a
proposed new Medical Education Building will be constructed. Accessible sidewalks,

pedestrian plazas, loading docks, green space and on site retaining walls will be
provided to allow for access in and around the site.
Existing sewer mains would have a small section of the line under the new
building, so the sewer installation is being re-routed. Per the agreement between
UNC and OWASA, the start of the ownership of the OWASA line will be on the
doghouse manhole downstream from the meeting point of the sewers from
Bondurant Hall, Brinkous-Bullitt and the New Medical Education Building. Estimated
flows discharging from the original Berryhill Hall was 7,102 gpd. Once the proposed
development is completed a net additional flow into the sewer will be 1,898 gpd.
Summary of the flows are noted below.
Eslsiblishnicul Type (sce 0.2MAl I4(0
balm• Deshm Flew °i
%o. of Units
Flim
Fc iicrr}hill Hall f Stociu+h) Hwlding Demi)
N) gal/.nsdcnr
4-5
-4,150 (il'I)
Ft liernl+ill 11;111 ((NFccs) Ilusldmg I)emn
25
-975 GPI)
l'. t Eicrnhil) kia11 I\'itarum+l li;rrldtnr
I)rtl+il
I20 L;tLrl,lllH?;f
(+.4-5
1.977 GPD
LW %IFTJ (SIUdcsrt.)
III galrsntdcnt
5(,1)
3,()114 (.1111)
Veu, \lull iOfliccs)
25 gal?employee
104
?.bb0 (1111)
Not, 'XILi311:unsrc (.)fticcal
25 gal;eriiployce
5(
1,400 (iPD
Trout
1.898 [iPD

AaaendiX 1
2. Site Information
a. QUAD Map
b. Aerial Photo of Site
C. Street Level View of Site

k
kd
till 4
Ji
140

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:n r T�/J�T/AST 60 L s
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8E
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atir�.�A�g
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'u . � ; •+F � f J* `fir � � �t � �C���f � k
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41
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' 1A *ry[i �� � ,�� �... i�; „mot �: ,;fy �`• •� ` ��_`* -.

Robinson, Jason
From:
Roy Lorenzen <[e-mail]>
Sent:
Wednesday, June 3, 2020 10:05 AM
To:
Robinson, Jason
Cc:
Deck, Erin M; Cashion, Ted; Dunn, Barbara M; McGarry, Steve; Harms, Nathan; Holton,
Margaret D; John Stevermer; Colie Crosby; Derick Blankenship; Nick Parker
([e-mail]); Jessica Godreau
Subject:
[External] UNC MEB - DEQ application package for UNC Medical Education Building
(Public Sewer Improvements)
Attachments:
Fast Track App Signed 06 03 20.pdf; Flow Tracking form Signed 06 03 20.pdf,
2020.06.03 C16132 Sewer Report_OWASA.pdf
• , 't5 in it email: Do not dO links or open attachments unless you ve*.. fiend all sasp�eious-email 'as an atta `meet to
ireoort soam[nc.Roy
Jason,
Sorry in the delay in getting these documents to you. I just received the signed application and the Flow Tracking /
Acceptance Form from OWASA this morning. That application is for the UNC Medical Education Building (Public Sewer
Improvements) submittal. I have requested a status update from UNC concerning the other application which will be for
the UNC Medical Education Building (UNC @ Chapel Hill Owned Sewer Improvements). Once I receive that document, I
will forward it to your attention.
Attached to this e-mail please find the following documents:
• 2020.06.03_C16132_Sewer Report_OWASA.pdf
• Fast Track Application Signed 06 03 20.pdf
• Flow Tracking form Signed 06.03.20.pdf
Per the FTA 04-16 Application, I wanted to go through the application to note the locations of the required items:
A. Application is attached "Fast Track Application Signed 06.03.20.pdf'
B. Cover Letter is attached "2020.06.03_C16132 Sewer Report _OWASA.pdf'. This report includes a narrative of
the project along with in the appendix the FEMA Quad map, Aerial Photo of the site and two street views of the
site. One street view is off of Medical Drive, which is the location of the sewer and the other is along S.
Columbia Street.
C. Application fee was submitted under a separate package from UNC and I understand that you have it for this
project.
D. Fast Track Form is attached "Fast Track Application Signed 06.03.20.pdf'
E. Flow Tracking / Acceptance Form is attached "Flow Tracking form Signed 06.03.20.pdf".
F. Site maps are included in the back of the "2020.06.03_06132_Sewer Report.pdf"
G-J are not applicable.
Should you have any questions or need any additional information, do not hesitate to reach out to me.
Thank you.
Roy Lorenzen, PE
Project Manager, Civil Engineering
S1'I.111R1

STRONGER BY DESIGN
Direct 919.866.4813
Office 919.380.8750
Mobile [phone]
223 S. West Street, Suite 1100, Raleigh, NC 27603
Visit us at www.stewartinc.com fstewartinc.coml
Due to the increasing risks posed by the spread of COVID-19 and recommendations from the CDC and government, Stewart has
made the decision to have all employees work remotely.
Stewart is intently focused on maintaining business continuity and upholding our commitment to excellence for all clients and
projects. Our team has the necessary equipment, technology, and connectivity to meet schedules and project commitments while
maintaining high security and data Integrity standards. Thank you for your patience and understanding.
2019
12
BEST PLACES TO WORK
jstewartinc.coml
From: Robinson, Jason <[e-mail]>
Sent: Monday, June 1, 20201:49 PM
To: Roy Lorenzen <[e-mail]>
Cc: Deck, Erin M <[e-mail]>; Cashion, Ted <[e-mail]>; Dunn, Barbara M
<[e-mail]>
Subject: RE: [External] UNC MEB - DEQ application for OWASA and UNC form FTA 04-16
Roy,
Were these applications ever submitted. We don't have a record of receiving them.
We just received checks for the MEB and OWASA improvements, but I don't think we have the applications.
-Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permitting Updates"
E-mail correspondence to and from this address may be 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: Robinson, Jason
Sent: Friday, May 22, 202010:12 AM
To: RLorenzen@ste_wartinc.com
Cc: Deck, Erin M <[e-mail]>; Cashion, Ted <[e-mail]>
Subject: RE: [External] UNC MEB - DEQ application for OWASA and UNC form FTA 04-16
Hi Roy,
If it is easier/safer for you to electronically submit the application, we're currently accepting that at this time. You'd
need to mail in the check to our office. Please put it to my (Jason Robinson) or Ted Cashion's attention. Please include
a letter with the check that specifically states what the application is for (sewer extension fast -track application), the
exact name of the project, and the name of the applicant.
Thanks,
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
**Subscribe to Collection System & Sewer Permitting Updates**
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lawn and may be disclosed to
third porties.
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: Deck, Erin M
Sent: Friday, May 22, 202010:04 AM
To: Robinson, Jason <[e-mail]>; Cashion, Ted <[e-mail]>
Subject: Fwd: [External] UNC MEB - DEQ application for OWASA and UNC form FTA 04-16
Can one of you answer the email below. I didn't know where we stood on this situation. Thank you.
Erin Deck
Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
919-791-4200
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.

From: Roy Lorenzen <[e-mail]>
Sent: Friday, May 22, 2020 9:55 AM
To: Deck, Erin M
Cc: McGarry, Steve
Subject: [External] UNC MEB - DEQ application for OWASA and UNC form FTA 04-16
: , .f:ztemat email. Do not�dli Jc links or openattachments unless you verify Send'ail suspicious -email as an attachment b
-reaortsoam@rkc,pov
Erin,
I am in the process of submitting a Fast Track application for sewer work that is going to be installed for the UNC
Medical Education Building. With the "Work from Home" situation, I wanted to confirm the process for submittals and
checks. Is it possible to submit the documentation via e-mail and can check be either submitted sperately or can an
electronic payment be made? Would it be submitted to you or a different staff member? Your assistance in this matter
is greatly appreciated.
Roy Lorenzen, PE
Project Manager, Civil Engineering
5IF%N%R1
STRONGER BY DESIGN
Direct 919.866.4813
Office 919.380.8750
Mobile [phone]
223 S. West Street, Suite 1100, Raleigh, NC 27603
Visit us at www.stewartinc.com rstewartinc.coml
Due to the increasing risks posed by the spread of COVID-19 and recommendations from the CDC and government; Stewart has
made the decision to have all employees work remotely.
Stewart is intently focused on maintaining business continuity and upholding our commitment to excellence for all clients and
projects. Our team has the necessary equipment, technology, and connectivity to meet schedules and project commitments while
maintaining high security and data integrity standards. Thank you for your patience and understanding.
jstewartinc.com]
From: Roy Lorenzen <[e-mail]>
Sent: Friday, May 22, 2020 8:03 AM
To: Nick Parker <nnarker(@owasa.ors>
Cc: Derick Blankenship <dblankenshipQstewartinc.com>; Holton, Margaret D <Mar aret.Holton ener .unc.edu>;
Jessica Godreau <[e-mail]>; Harms, Nathan <[e-mail]>; McGarry, Steve
<[e-mail]>; John Stevermer <[e-mail]>; Colie Crosby
<ccrosb stewartinc.com>
Subject: RE: UNC MEB - DEQ application for OWASA and UNC
Nick,
Attached please find the updated application. Can you also return a flow acceptance letter that states the UNC owns
section can discharge into the OWASA sewer. The OWASA owned application is titled "UNC Medical Education Building

Robinson, Jason
From: Roy Lorenzen <[e-mail]>
Sent: Monday, June 22, 2020 4:20 PM
To: Robinson, Jason
Cc: Nick Parker ([e-mail]); Cashion, Ted
Subject: [External] Re: Sewer Extension - UNC Medical Bldg
LQULLvemdl emall..Doi not didr links orper-at chrnents unlessyou verify. Send Asusp(aloui email as an attachin nb-io
k96QrLS13aMPnC,J90V W
Jason,
That is correct.
Sent from my iPhone
Roy P. Lorenzen P.E.
Project Manager
Direct 919-866-4813
Mobile [phone]
STEWART
STRONGER BY DESIGN
Roy Lorenzen, PE
Project Manager, Civil Engineering
.1;H%% %.ItI
STRONGER BY DESIGN
Direct 919.866.4813
Office 919.380.8750
Mobile [phone]
223 S. West Street, Suite 1100, Raleigh, NC 27603
Visit us at www.stewartinc.com_rstewartinc.com)
Due to the increasing risks posed by the spread of COVID-19 and recommendations from the CDC and government, Stewart has
made the decision to have all employees work remotely.
Stewart is intently focused on maintaining business continuity and upholding our commitment to excellence for all clients and
projects. Our team has the necessary equipment, technology, and connectivity to meet schedules and project commitments while
maintaining high security and data integrity standards. Thank you for your patience and understanding.
2Oi9
0
BEST PLACES TO WORK
[stewartinc.comj
On Jun 22, 2020, at 4:07 PM, Robinson, Jason <[e-mail]> wrote:
Nick & Roy,

We're reviewing the applications for the referenced sewer extension projects.
I just want to make sure I understand the project.
a. It appears that the permit that will be issued to UNC-CH will include the 8" gravity line that
serves the new building.
b. It appears that the permit that will be issued to OWASA only includes a doghouse manhole on
an existing 10" gravity line that was installed in 1987. This doghouse manhole is being installed
to accept the 8" line that will be owned by UNC-CH.
c. The permit issued to OWASA will include the new flow, which will be the difference between the
flow from the existing building that will be demolished and the flow from the new building.
Is all this correct?
Thanks,
Jason
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
"Subscribe to Collection System & Sewer Permittin4 Updates"
E-mail correspondence to and from this address may be subject to the North Corohna Public Records Low 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.