WQ0041759_Application (FTSE)_20200529

WQ 0 0 q -7sl
State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
I5A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
I. Applicant's name: UnvcrsiN of North Carolina - Chapel Hill (company, municipality, HOA, utility, etc.)
2. AppIicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ® State/County ❑ Municipal ❑ Other
3. Signature authority's name: ] nathM Pruitt per 15A NCAC 02 i .0106(b)
Title: Vice Chancellor of Finance Operations
4. Applicant's mailing address: Campus Box 1000
City: Chapel Hill State: NL Zip: 27599-1000
5. Applicant's contact information:
Phone number: 9( I9) 843-2087 Email Address: ste hen.mc facilities.unc.edu
II. PROJECT INFORMATION:
1.
2.
3.
4.
5.
Project name UtIC Medical Education B ildin UNC L& Chanel Hill Owned Sewer Improvements)
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
County where project is located: Orange
Approximate Coordinates (Decimal Degrees). Latitude: 35.906311 Longitude:-79.051446
Parcel ID (if applicable): 9788543697
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Roy Lorenzen. PE License Number: 15834
Firm: STEWART, Inc.
Mailing address: 223 S. West Street, Suite 1100
City: Raleigh State: NC Zip: 27603
Phone number: (919) $66-4� 13 Email Address: Lorenzen astewartinc.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 WWTF):
1. PermitNumber(s): WQ` Downstream (Receiving) Sewer Size: 10 inch
System Wide Coltectio . System ermit '.umber(s)( if a licable : WQCS0o031
Owner Name(s): Orange Water & Sewer Auth ri
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
[:]Yes ❑No ®NIA
2. If the Applicant is a Developer of lots to be sold, has a ' )evelo er's Operational Ai1reement t- Ott Nl: f]1. been attached?
❑ Yes ❑No ®N.:A
3. If the Applicant is a tome Property Owiiers' Association -,as an Operational \greement Q ORM: HO.1J 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 preparation/service ❑ Hotel and/or Motels
❑ School / preschool i day care ® Medical i dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial ° o Commercial
%Industrial (See ISA NCAC 021 .0103(20))
bIs there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15 � NCAC 02T .0114 ? ❑ Yes ❑ No
➢ Myes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see tt2T.0I 14 P))
Daily Design Flow' a
No. of Units
Flow
gal.,
GPD
gal,
GPD
gale
GPD
gal:
GPD
gal..
GPD
gal,'
GPD
Total
GPD
a See 15A Nti .�C 02T 01 14 b di e 1 and a 21 for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. t2.k-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified [in table 15A NCAC' 02T,01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A N: AC 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 Iine
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
® Other (Explain): Flow allocation taken into account with the installation of one OWASA manhole that is the connection
point for the UNC owned sewer.
Permit is pending for the project UNC MEdical Eduation Building (Public Sewer
Improvements)
FORM: FTA 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 021' .0305 & ly QC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
8" (UNC) 279 DIP
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
Vill. PUMP STATION DESIGN CRITERIA (If Applicable)-021 .0305 & slll}C (ijurny Stations/€-orce Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TDI1)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
i 1 :71
6. Power reliability in accordance with I SA -C , C 02T-0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)
➢ Required for all pump stations with an average daily Flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(I)(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 &. 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in l� `.0 1C 021 ,034a,::: &_ �__1 ®Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall he nrnvided fur cewrr cvctemc•
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
IS inches
Water mains horizontal
10 feet
Reclaimed water lines vertical - reclaimed over sewer
I8 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
"Any private or public water supply source, including any wells, WS-I waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water
100 feet
"'Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water or tide elevation and wetlands 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 slo a of embankment or cuts of 2 feet or more vertical height
10 feet
Drain! e systems and interceptor drains
5 feet
Any swimming pools
10 feel
Final earth grade (vertical)
36 inches
➢ 15A Nc IC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved.
➢ "Stream classifications can be identified using the Division's �( Sur.ace Water t lassi:ications webpaee
➢ If noncompliance with 02T.0305LI) or I k . see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [:]Yes ❑ No ®N. A
Y Seethe Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15 A N L . X 02B .0200? ❑ Yes ❑ No ® N A
➢ This would include Trout Buffered Streams per 15A \CAC 21 U202
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 the 401 & i#uf7er PermiiLin_g Rranch
5. Does project comply with I5 `X %C 021.0105(c)(6) (additional permitsicertifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6). directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc,).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NC tC 021.0402, "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
➢ 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:
1. Does the submitted system comply with 15A %CA(' 02 U_ the N limmum I? riteria tILC Penv.ittin o "unip 51MiLIM
and t-orce Mains (latest version), and the Ctnvmry Se-%kerfit' ' n f)esien Criteria(latest version) as applicable?
® Yes ❑ No
if No, complete and submit the Variance: Alternative Design Request application (VADC 10-14) and supporting documents for
review. Annroyal-of-the request is reauired_prior to submittal of the Fast Track Apnlication and sunnortinQ documents:
2. Professional Engineer's Certification:
I, Rohr P. Lorenzen, P.E. 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 (aaest 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 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3. A
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and,br 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 143-215.6n, 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 ex l 000 as well as civ�ggaities up to $25,000 per violation.
L�&
w Signature: Date:
� 1202,0_
FORM: FTA 04-16 Page 5 of 5

Sewer Extension
NCDEQ Submittal
& Improvements
For the proposed
University of North Carolina
Medical Education Building
(UNC @ Chapel Hill Owned Sewer
Improvements)
Chapel Hill, North Carolina
Prepared for
University of North Carolina @Chapel Hill / Flad Architects /
OWASA
Prepared By
Stewa rt
J
STEWART
June 4, 2020

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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 Water Resources INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity 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 I SA .CAC 02 and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, i5A
N(�AC: 02T, 15 i Y(AC 02-r .0300, livision policies and good e, gingering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15 ; NCAC 02 _ .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02 , .0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC I .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document,
➢ Projects that involve a variance from the requirements of 1 SA NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. 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 original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
M 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 ',orth ( arolina Secretary o. State.
❑ If the Applicant Type in Item I.2 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 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 F.rtgireer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 021 .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0I06(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page l of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer 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.
D Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
2 t 5.67 a
D IntergovernmentaI agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
IN Submit an 8.5-inch x 11-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 (gravity sewer, pump stations & force main)
D Downstream connection points and permit number (if known) 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 permit 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):
❑ Per I SA `. AC 02 .0305L)(l ). submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
D 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)
L Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A N AC 02T _01' S a provide the Certificate of Public Convenience and Necessity from the North Caroli, a
tilities Cor ..., fission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina_i tilities Commission's Water and Se .er )iyisioo P' -Lilic Stai. stating an
a
application for a franchise has been receivednd that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home(Proaertv_Owners' Associations
❑ Per 15A NCA(.: 02. .01 .5(c). submit the properly executed Operational Agreement (FORhI: I10A).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and Sy -laws.
❑ Developers of lots to be sold
C3 Per ISA NCAC 02T .0115(b), submit the properly executed Operational Aereerilent (FORMM: Dl_E').
For more information, visit the Division's collection systems ►rebsite
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Rooional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
(828) 2964500
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
810 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
_Water Quality Section
Mooresville. North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleloh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Wat- r QualitSection
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, Pander
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-I6 & SUPPORTING DOCUMENTATION Page 3 of 3

Sewer Extension Narrative
For
University of North Carolina Medical Education Building
(UNC @ Chapel Hill Owned Sewer Improvements)
Chapel Hill, North Carolina
Prepared for:
University of North Carolina @ Chapel Hill /Flad Architects / OWASA
Prepared by:
Stewart
223 S. West Set, Suite 1100
Raleigh, NC 27603
919.380.8750
FOR REVIEW ONLY
Stewart Project No. C17037
June 4, 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
(UNC @ Chapel Hill Owned 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 Asscoiates dated July 1,
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 is
noted below.
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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.
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� �.
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 Sol] 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. The new
sewer upstream from the OWASA doghouse manhole will be UNC @ Chapel Hill
owned. Per the application that will include the 279 linear feet of 8" DIP sewer and
new manholes. Estimated flows for this sewer improvement are being accounted
for in the OWASA application which is titled UNC Medical Education Building (Public
Sewer Improvements).

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

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4-1- <Y
Robinson, Jason if zoo
From: Roy Lorenzen <[e-mail]>
Sent: Thursday, June 4, 2020 3:29 PM
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) RE: UNC MEB - DEQ application package for UNC Medical Education Building
(Public Sewer Improvements)
Attachments: Medical Education Project Application.pdf; 2020.06.04_C16132_Sewer Report_UNC.pdf
E rnal email. Do not aliclullinlsor,open attachments unless you verify. Send alisus#Idc rs. email as a6attacfirdent:to'
jre?wort Spam O ncxgav ... �. - . .
Jason,
Sorry in the delay in getting these documents to you. I just received the signed application and the Flow Tracking /
Acceptance Form from UNC about an hour ago. That application is for the UNC Medical Education Building {UN @
Chapel Hill Owned Sewer Improvements) submittal. j
Attached to this e-mail please find the following documents: C (�
• 2020.06.04_C16132_Sewer Report_UNC.pdf
• Medical Education Project Application.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 "Medical Education Project Application.pdf'
B. Cover Letter is attached "2020.06.04_C16132_Sewer Report_UNC.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 "Medical Education Project Application.pdf'
E. Flow Tracking / Acceptance Form is NA since the flow where taken into account with the project "UNC Medical
Education Building (Public Sewer Improvements).
F. Site maps are included in the back of the "2020.06.04_C16132_Sewer Report_UNC.pdf'
GA 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
Direct 919.866.4813
Mobile [phone]
SIP1% 1R1
STRONGER BY DESIGN

From: Robinson, Jason <'ason.t.robinson ncdenr. ov>
Sent: Monday, June 1, 2020 1:49 PM
To: Roy Lorenzen <[e-mail]>
Cc: Deck, Erin M <erin.deck ncdenr,,gov>; 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.
Ra°eigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
91?-791-4200
"Subscribe to Collection System & Sewer Permitting U dates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lase 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 Pstewartinc.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
Ni 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 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.
From: Deck, Erin M
Sent: Friday, May 22, 202010:04 AM
To: Robinson, Jason <'ai [e-mail]>; Cashion, Ted <ted.cashion ncdenr. ov>
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
Sxternaf email. Do notafick links or open attacFiri�ents unlessyou verify. Se;Fa Ismpibious email as an'at� ffiA V
trepo rt.spa m p nc.gav
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

5Ii11I[�1
STRONGER l;l 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 [stewartinc.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 connevtivlty to meet schedules and project commitments while
maintaining high security and data integrity standards. Thank you for your patience and understanding.
[stewartinc.corn
From: Roy Lorenzen <[e-mail]>
Sent: Friday, May 22, 2020 8:03 AM
To: Nick Parker <[e-mail]>;>
Cc: Derick Blankenship <[e-mail]>; Holton, Margaret D <Marearet. HoitonOenergy.unc.edu>;
Jessica Godreau <[e-mail]>; Harms, Nathan <[e-mail]>; McGarry, Steve
<ste hen.mc ar facilities.unc.edu>; John Stevermer <[e-mail]>; Colie Crosby
<[e-mail]>
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
(Public Sewer Improvements)" whereas the UNC owned section will be titled "UNC Medical Education Building (UNC@
Chapel Hill Owned Sewer Improvements)".
Roy Lorenzen, PE
Project Manager, Civil Engineering
Direct 919.866.4813
Mobile [phone]
ti 11.11 � IZI
STRONGER lit DESIGN
From: Nick Parker <nparkerPowasa.org>
Sent: Thursday, May 21, 2020 3:58 PM
To: Roy Lorenzen <RLorenzen(Mstewartinc.com>
Cc: Derick Blankenship <dblankenship@,stewartinc.com>; Holton, Margaret D <[e-mail]>;
Jessica Godreau <[e-mail]>; Harms, Nathan <nathan.harms fac.unc.edu>; McGarry, Steve
<step hen.mc a rryta facilities. unc.edu>; John Stevermer <itevermer flad.com>
Subject: RE: UNC MEB - DEQ application for OWASA and UNC

Roy,
Please revise the FTA for the public SS as follows and send it back to me:
• Check all applicable boxes on the instructions page
• 11.2 — this will be a "New Permit"; remove issue date
• V.1— Not Applicable ,"NA" with installation date 1987
• V1.3 — NA
• V1.5 — No, no pretreatment program
• V1.6—No, no flow reduction approved
I will send it up the chain for signature when it's ready. Please do not send anything directly to Mr. Kerwin.
The FTA for the private system looks okay. Make sure to check all applicable boxes on instructions page. Mr. Pruitt will
sign.
Thanks,
Nick
Sent from Mail feo.microsoft.coml for Windows 10
From: Roy Lorenzen <[e-mail]>
Sent: Monday, May 18, 202011:55:08 AM
To: Nick Parker <[e-mail]>
Cc: Derick Blankenship <[e-mail]>; Holton, Margaret D <Mar aret.Holton Renergy.unc.edu>;
Jessica Godreau <[e-mail]>; Harms, Nathan <[e-mail]>; McGarry, Steve
<[e-mail]>; John Stevermer <[e-mail]>
Subject: RE: UNC MEB - DEQ application for OWASA and UNC
[EXTERNAL)
Nick,
Attached are the two applications for the sewer, one being OWASA owned and the other UNC owned. In the
preparation of the documents, I noted the OWASA owned section as the one noting the additional flow allocation with
the UNC portion having a 0 change in flow. Please review and if acceptable, please have Ed Kerwin sign the
document. Once I understand that the document is acceptable, then I will get UNC to execute the document.
Thank you.
Roy Lorenzen, PE
Project Manager, Civil Engineering
1�II-1 %Rf
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.
J
L tewartinc.com�
From: Nick Parker <n arker owasa.or >
Sent: Monday, May 18, 2020 10:03 AM
To: Roy Lorenzen <RLorenzen stewartinc.com>
Cc: Derick Blankenship <dblankenshiQRstewartinc.com>; Holton, Margaret D <Mar aret.Holton(a)enerey.unc.edu>;
Jessica Godreau <' [e-mail]>
Subject: RE: UNC MEB - DEQ application question - Is there an existing permit #?
Roy,
YL_ _ . .. ..• .. .. . _ . _
Sent from Mail [go.microsoft.coml for Windows 10
From: Roy Lorenzen
Sent: Monday, May 18, 2020 8:21 AM
Subject: FW: UNC MEB - DEQ application question - Is there an existing permit f#?
[EXTERNAL]
Nick,
For the UNCMEB project, does OWASA have an existing permit # for the sewer since it is a re-route or will it be noted as
a new permit?

Roy Lorenzen, PE
Project Manager, Civil Engineering
S' LNN V2I
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.
fstewartinc.com]
From: Roy Lorenzen <RLorenzen stewartinc.com>
Sent: Monday, May 18, 2020 8.06 AM
To: Holton, Margaret D <Marigaret.Holton @enerey.unc.edu>; McGarry, Steve<[e-mail]>;
John Stevermer <itevermer flad.com>
Cc: Glenn, Christopher S <Chris.Glenn Rfacilities.unc.edu>; Harms, Nathan <[e-mail]>; Derick
Blankenship <[e-mail]>
Subject: RE: UNC MEB - DEQ application
Meg,
For OWASA it is signed by Ed Kerwin. According to the attached document, the signing person shall meet the
requirements of 15A NCAC 02T.0106b and c. Snippet of the reg is below.

Roy Lorenzen, PE
Project Manager, Civil Engineering
�]L\N kit]
STRONGER BN DESIG`
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 IstewartinC.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.
stewartine.com
From: Holton, Margaret D <Margaret.Holton enerev.unc.edu>
Sent: Monday, May 18, 2020 7:53 AM
To: Roy Lorenzen <RLorenzen stewartinc.com>; McGarry, Steve<stephen..mcsarrvPfacilities.unc.edu>; John
Stevermer <'stevermer fiad.com>
Cc: Glenn, Christopher S <Chris.Glenn(a)facilities.unc.edu>; Harms, Nathan <nathan.harms fac.unc.edu>
Subject: RE: UNC MEB - DEQ approval
Unless it needs to be signed at a higher level
Nathan Harms would know.
Thanks,
Meg
M. D. Holton, PE
Water Resources Manager

UNC Energy Services
[e-mail]
[phone] (office --working remotely, message will forward)
[phone] (cell)
From: Holton, Margaret D
Sent: Monday, May 18, 2020 7:51 AM
To: Roy Lorenzen <RLorenzen@stewartinc;com>; McGarry, Steve<[e-mail]>; John
Stevermer <4tevermer flad.com>
Cc: Glenn, Christopher S<[e-mail]>
Subject: RE: UNC MEB - DEQ approval
Roy, Steve,
I have not signed these. I believe the person who signs them is the Owner's Representative for the project, which would
be Steve.
Thanks,
Meg
M. D. Holton, PE
Water Resources Manager
UNC Energy Services
mdholton@energy;unc.edu
[phone] (office --working remotely, message will forward)
[phone] (cell)
From: Roy Lorenzen <[e-mail]>
Sent: Friday, May 15, 2020 5:04 PM
To: McGarry, Steve <ste hen.mc ar facilities.unc.edu>; John Stevermer <[e-mail]>
Cc: Glenn, Christopher S <[e-mail]>; Halton, Margaret D <Marearet.HoltonC7a enerey.unc.edu>
Subject: RE: UNC MEB - DEQ approval
Steve,
We are anticipating submitting next week since we need the information from Meg on who needs to be on the
application for the sewer and then it needs to be executed by the person signing it.
Roy Lorenzen, PE
Project Manager, Civil Engineering
Direct 919.866.4813
Mobile [phone]
SI'L%% R
STRONGER BV DESIGN
From: McGarry, Steve<[e-mail]>
Sent: Friday, May 15, 20204:35 PM
To: Roy Lorenzen <[e-mail]>; John Stevermer <[e-mail]>
Cc: Glenn, Christopher S<[e-mail]>
Subject: RE: UNC MEB - DEQ approval
Roy
Have we sent to DEQ? Please update status.

Steve
Stephen McGarry, Architect, LEER AP
The Uriversity of North Carolina at Chapel Hill
Facilities Planning and Design
Facilities Architect -Project Manager
T 919.843,2087 C 919.605.9226
From: Roy Lorenzen <RLorenzen@stewartinc_com>
Sent: Tuesday, May 5, 2020 12:47 PM
To: John Stevermer <'stevermer flad.com>
Cc: McGarry, Steve<[e-mail]>; Glenn, Christopher S<[e-mail]>
Subject: RE: UNC MEB - DEQ approval
John,
It typically takes 3-5 weeks before the Corvid-19 situation and there are no express review options.
Roy Lorenzen, PE
Project Manager, Civil Engineering
-Sit 111it1
STRONGER B1 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 [stewartinc.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.
J
[stewartinc.c n
From: John Stevermer <[e-mail]>
Sent: Tuesday, May 5, 2020 12:30 PM
To: Roy Lorenzen <[e-mail]>
Cc: McGarry, Steve <ste hen.mc ar facilities.unc.edu>; Glenn, Christopher S <[e-mail]>
Subject: UNC MEB - DEQ approval
Roy,
What is the anticipated timeframe to achieve DEQ approval after OWASA approves the plans? Is there any option to
expedite their review? ..+
10

_~ John Stevermer Associate AIA
IJ TProject Manager
flad.com [ D J 919-865-7604 [ C; [phone]
NOTICE: In accordance with the North Carolina general statutes, chapter 132, this email address is subject to North
Carolina public records law. As such, please note that all inbound and outbound messages are subject to requests for
review and may be disclosed to third parties.
From: Roy Lorenzen
Sent: Monday, May 18, 202011:55 AM
Subject: RE: UNC MEB - DEQ application for OWASA and UNC
[EXTERNAL]
Nick,
Attached are the two applications for the sewer, one being OWASA owned and the other UNC owned. In the
preparation of the documents, I noted the OWASA owned section as the one noting the additional flow allocation with
the UNC portion having a 0 change in flow. Please review and if acceptable, please have Ed Kerwin sign the
document. Once I understand that the document is acceptable, then I will get UNC to execute the document.
Thank you.
Roy Lorenzen, PE
Project Manager, Civil Engineering
5I L11 kR I'
STRONGER 13) 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.
[stewartinc.coml
From: Nick Parker <[e-mail]>
Sent: Monday, May 18, 202010:03 AM
To: Roy Lorenzen <[e-mail]>
Cc: Derick Blankenship <[e-mail]>; Holton, Margaret D <Marl;aret.Holton @energy.unc.edu>;
11

Jessica Godreau <' odreau owasa.or >
Subject: RE: UNC MEB - DEQ application question - Is there an existing permit #?
Roy,
Tk nn... li... .:11 a:..:..� ♦L_ nn a -U _ _—
.._ .._.. ..... ..� ...w Inc av--1-4 vn1 nicU u4Y JJ 111bLd11eU 1H ba. ivo permit numoer avauawe".
Sent from Mail o.microsoft.coml for Windows 10
From: Roy Lorenzen
Sent: Monday, May 18, 2020 8:21 AM
Subject: FW: UNC MEB - DEQ application question - Is there an existing permit #?
[EXTERNAL]
Nick,
For the UNCMEB project, does OWASA have an existing permit # for the sewer since it is a re-route or will it be noted as
a new permit?
Roy Lorenzen, PE
Project Manager, Civil Engineering
STRONG ER BY DESIGN
Direct 919.866.4813
Office 919.380.8750
Mobile [phone]
12

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.
- -- -
[stewartinc.coml
From: Roy Lorenzen <RLorenzen stewartinc.com>
Sent: Monday, May 18, 2020 8:06 AM
To: Holton, Margaret D <[e-mail]>; McGarry, Steve<[e-mail]>;
John Stevermer <[e-mail]>
Cc: Glenn, Christopher S <[e-mail]>; Harms, Nathan <[e-mail]>; Derick
Blankenship <dblankenshi stewartinc.com>
Subject: RE: UNC MEB - DEQ application
Meg,
For OWASA it is signed by Ed Kerwin. According to the attached document, the signing person shall meet the
requirements of 15A NCAC 02T.0106b and c. Snippet of the reg is below.
Roy Lorenzen, PE
Project Manager, Civil Engineering
"I FNN kit I
STRONGER RY DESIGN
Direct 919.866.4813
Office 919.380.8750
Mobile [phone]
223 S. West Street, Suite 1100, Raleigh, NC 27603
13

Visit us at www.st-ewartinc.com rstewartinc,comi
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.
2 O 1 9
sm
BEST PLACES TO WORK
stewartinc.coml
From: Holton, Margaret D <[e-mail]>
Sent: Monday, May 18, 2020 7:53 AM
To: Roy Lorenzen <RLorenzen stewartinc.com>; McGarry, Steve <ste hen.mc ar facilities.unc.edu>; John
Stevermer <itevermer flad.com>
Cc: Glenn, Christopher S <Chris.Glenn facilities.unc.edu>; Harms, Nathan <[e-mail]>
Subject: RE: UNC MEB- DEQ approval
Unless it needs to be signed at a higher level.
Nathan Harms would know.
Thanks,
Meg
M. D. Halton, PE
Water Resources Manager
UNC Energy Services
[e-mail]
[phone] (office --working remotely, message will forward)
[phone] (cell)
From: Holton, Margaret D
Sent: Monday, May 18, 2020 7:51 AM
To: Roy Lorenzen <RLorenzen stewartinc.com>; McGarry, Steve<stephen.mcgarEy2facilities.unc.edu>; John
Stevermer <jstevermerPflad.com>
Cc: Glenn, Christopher S <Chris.Glenn Wacilities,unc.edu>
Subject: RE: UNC MEB - DEQ approval
Roy, Steve,
I have not signed these. I believe the person who signs them is the Owner's Representative for the project, which would
be Steve.
Thanks,
Meg
M. D. Holton, PE
Water Resources Manager
UNC Energy Services
mdholton ener .unc.edu
[phone] (office --working remotely, message will forward)
14

[phone] (cell)
From: Roy Lorenzen <[e-mail]>
Sent: Friday, May 15, 2020 5:04 PM
To: McGarry, Steve<[e-mail]>; John Stevermer <[e-mail]>
Cc: Glenn, Christopher S <Chris.Glenn facilities.unc.edu>; Holton, Margaret D <[e-mail]>
Subject: RE: UNC MEB - DEQ approval
Steve,
We are anticipating submitting next week since we need the information from Meg on who needs to be on the
application for the sewer and then it needs to be executed by the person signing it.
Roy Lorenzen, PE
Project Manager, Civil Engineering
Direct 919.866.4813
Mobile [phone]
5I rN% kR l
STRONGER BN DESIGN
From: McGarry, Steve <[e-mail]>
Sent: Friday, May 15, 2020 4:35 PM
To: Roy Lorenzen <[e-mail]>; John Stevermer <istevermerfa�flad.com>
Cc: Glenn, Christopher S<[e-mail]>
Subject: RE: UNC MEB - DEQ approval
Roy
Have we sent to DEQ? Please update status.
Steve
Stephen McGarry, Architect, I.EED AP
The iniversity of North Carolina at Chapel Hill
Facilities Planning and Design
Facilities Architect -Project Manager
T 919.843.2087 C 919.605.9226
From: Roy Lorenzen <[e-mail]>
Sent: Tuesday, May 5, 2020 12:47 PM
To: John Stevermer <[e-mail]>
Cc: McGarry, Steve <[e-mail]>; Glenn, Christopher <[e-mail]>
Subject: RE: UNC MEB - DEQ approval
John,
It typically takes 3-5 weeks before the Corvid-19 situation and there are no express review options.
Roy Lorenzen, PE
Project Manager, Civil Engineering
,I I I.A1 VZ I
STRONGER BY DESIGN
15

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.[stewartinc.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.
stewartinc.cona
From: John Stevermer <[e-mail]>
Sent: Tuesday, May 5, 2020 12:30 PM
To: Roy Lorenzen <RLorenzen a>stewartinc.com>
Cc: McGarry, Steve <Stephen.mcearryWacilities.unc.edu>; Glenn, Christopher S <[e-mail]>
Subject: UNC MEB - DEQ approval
Roy,
What is the anticipated timeframe to achieve DEQ approval after OWASA approves the plans? Is there any option to
expedite their review?
J John Stevermer Associate AIA
Project Manager
flad.com { D ] 919-865-7604 ` C ] (19) 525-6080
NOTICE: In accordance with the North Carolina general statutes, chapter 132, this email address is subject to North
Carolina public records law. As such, please note that all inbound and outbound messages are subject to requests for
review and may be disclosed to third parties.
NOTICE: In accordance with the North Carolina general statutes, chapter 132, this email address is subject to North
Carolina public records law. As such, please note that all inbound and outbound messages are subject to requests for
review and may be disclosed to third parties.
is

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
$xternai email. Do not} d Ek On ksks oropen atttachmex+ts unless you verify. Send all suspicious email as an attaobnlent to
F�vrtt.sn arr�Crr�c. � av
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
SI'L%% kit]
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 stewartinc.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.
2 O 1 9-----
to
BEST PLACES TO WORK
[stewartinc.coml
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 Permittinq Updates"
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Lasv 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.