WQ0041896_Application (FTSE)_20200922

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 FTA 04-16 & SUPPORTING: DOCUMENTATION
Application Number: w U D (to be completed by DwR) -�
All items must he comnleted or the annli"tion will be returned
I. APPLICANT INFORMATION:
1. Applicant's name- Durham County (company, municipality, l-IOA, utility, etc.)
2. Applicant type. ❑ Individual ❑ Corporation ❑ GeneraI Partnership ❑ Privately -Owned Public Utility
❑ Federal ® StateiCotmty ❑ Municipal ❑ Other
3. Signature authority's natne: Stephanie 13r!xev per 15A NtrAC 02 1'.0106(h1
Title: Deinuly Director / PO'fW Director
4. Applicant's mailing address: 5926 NC Ilwy 55
City: Durham State: iQ Lip: 27713-
5. Applicant's contact information:
Phone number: (2 l ) i�i0-9034 Email Address: sbrixeyno dconc.ga
H. PROJECT INFORMATION:
1. Project name: Durham County 30" Sanitary Sewer Ex1 n •ion - I11113 R IT
2. Application/Project status; ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number WQOO . ___ and issued date:
If new construction but part of a master plan, provide the existing permit number. WQOO
3. County where project is located: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.891745" Longitude:-78.869702'
5. Parcel ID (if applicable): 20500. 1540754071
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
f. Professional Engineer: William H, perks License Number. 21542
Firm: McAdams CompaU
Mailing address: 2905 n Parkway
City: Durham State: NC Zip: 27713-
Phone number: (2L9) 287-0782 Email Address: rdc ksOmcadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Natne: 1'rianglr WUlowaterTrealment Plan Permit Number: NC 0026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Numher(s): WQ Downstream (Receiving) Sewer Size:: proposed •ed 30 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00038
Owner Namc(s): —Durham County
R
U
Z
FORM: FTA 04-16 Page I of 5

VI. GENERAL REQUIREMENTS
I. Iflhc Applicant is a Privately -Owned Public iltility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®NIA
If the Applicant is a Developer of lots to be sold, has a ) •v •r's ONEigional Ag•ni• u 1111t ! l)J..V1 been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a I lonw,'PrOK11Y t)woc _ Amciekgkml, 11pV4 ap1 r •il A • •u en I,Q tM• 1 ILW been attached?
❑ Yes ❑No ®NIA
4. Origin of wastewater: (check all that apply):
❑ Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ 1 iotei and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ rood and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing I lome ❑ Other (Explain in Attachment)
5. Nature of wastewater : % Domestic/Commercial % Commercial
% Industrial ticc I5A NCA(' 0 'F .010300))
� Is there a Pretreatment Program in effect? [--]Yes ❑ No
6. Has a flow reduction been approved under_155(1 N(!AC 02T .011411 ? ❑ Yes ❑ No
iffug, arovitIcao f flow reduction r
7. Summarize wastewater generated by project:
Establishment Type (see 221.01140
Daily Design Flow'•b
No, of Units
Flow
gal/
GPI)
gal/
GPD
gall
GPD
gal/
GPD
gal/
GPD
gall
GPI)
Tidal
GPD
a See 15A \ ' ' gjf.ol• 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 oreast of the Atlantic lntracoasial Waterway to he used as vacation rentals as defined
in t i,�.S, 426-0.
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table I iA NC'AC Q.',YU 01 ] sliall be
determined ushsg available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NC (' lQ'y ,01 i )
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
® Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Itehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain): _
I ORM: V I'A 04-16 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 92T .0305 & MI]C {(;ravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
12" 267 DI
30" 1341 DI
D Section 11 & III of the MDC liar Permitting of Gravity Sewers contains information related to design criteria
D 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 MIX
Vlll. PUMP STATION DESIGN CRITERIA (If Applicable) —02T,,030S & MI)jZ (Pimig Snitions)Forec Minns):
COMPLETE FUR EACH PUMP STATIQN INCLUDED IN THIS PR . F CT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s); gallons per minute at_ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 15A NCAC 021-,t1jit I
❑ Standby power source or pump with automatic actival ion and telemetry - 15A NCAC 02T .0305(h)(1)(H)_
Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
D Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day;
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (droll 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 timeframcs, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of

IX.
SMACKS & SEPARATIONS — (02B .0200 & 15A NCAC (12T ,11305(f)):
Does the project comply with all separations found in 15A NUAC U2l".030,S1t) a (r!1Ic1 ® Yes [:]No
D 15A NCAC 02T.0305(f) contains minimum senaralions that shall he nmvided rrw cewig cvctemc-
Setback I'aramctcr*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains (vertical -water over sewer including in benched trenches)
I8 inches
Water mains(horizontal)
10 feel
Reclaimed water lines vertical - reclaimed over sewer
I a inches
Reclaimed water Iines(horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class Il impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water or fide 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 buildinp foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage s stLms and interceptor drains
5 feet
Any swimming ools
10 feet
Final earth ► adc vertical
36 inches
D I SA hiCAC 121030StL1 contains alternatives where separations in Q2T.03U50 cannot be achieved.
➢ **Stream classifications can be identified using the Division's N(' Still we Wntiv CI:Jssiiirai i�srIs wchn:i
➢ If noncompliance with 02 f.tt31?iffl �x f e1_ see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
D See the Division's draft separation requirements for situations where separation cannot be meet
D 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 all set hacks found in the river basin rules per 15A NCAC 11213 _012E ® Yes ❑ No
D This would include Trout Buffered Streams per 15A NCAC: 211,0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ Infbrmalion can be obtained from the 401 g l3ull'cr l'cnnittint!_ Ilrutd
5. Does project comply with 15A NUAC O'2T.0IOSfs'1(6 (additional permits/certitications)'? ® Yes Cl No
Per f SA NCAC 021 .111 Mrs l(61, 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, slormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15 A M ' ' 0!L1 =, "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
D If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the perinittee 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 Cnllection permit.
FORM: V l'A 04-16 Page 4 of

X. CERTIFICATIONS;
Does the submitted system comply with I,;A NCAC021, the klininuun Desigrl C-racrin 1L11k l illinb of Pump yta inns
i�ir41 I ws a 11ui3,s.� l€ti4 ,iuir and the f�r,�►�ity 5�7vrr hlininwm []v r Cr'Ic 'a (Most vcrslon I as applicable?
® Yes ❑ No
1fNo, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Appr2yal of there ugtis reoulred nrior to submittal of the Fast Track Application and sunpQ ine documents.
2. Profissiorud Engineer's Certification:
1, William H. Derks _ attest that this application for
(Professional Engineer's name from Application Item III. I.)
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 firrther attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria far the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000. as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
• CARS! +y
VSSIo�i y.
+++i.
21542
Alf
3. Applicant's Certification per 15A NCAC 02T .O106(b):
t ' 121 t ti21Lt L.CL3( attest that this application for
(Signature Authority's name & title fro Application Item I.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes I. L2;5.r,A and I•I1-? _t}ft, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: y VY-fW {,o Date: bo aV
G
FORM: FTA 04-16 Page 5 of 5

..
i i PROJE
W A
TOPOGRAPHIC MAP
RESEARCH TRIANGLE PARK CENTER
DURHAM COUNTY, NC
r
Leg(
4

9
IS

010slon of Water Rcsuutcrs
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Durham Count
Project Name for which flow is being requested: 30" Sanitary Sewer Extension -HUB RTP
Vlore than one FTSE may be required for a single project if lire owner of the 11•7VTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a- WWTP Facility Name: Triangle Wastewater Treatment Plant
b. WWTP Facility Permit #: NCO026051
c_ WWTP facility's permitted flow 12 All flows are in MGD
d. Estimated obligated flow not yet tributary to the WWTP 1.798
e. WWTP facility's actual avg. flow 3.562
f; Total flow for this specific request 0
g. Total actual and obligated flows to the facility 5.360
h. Percent of permitted flow used 44.7
1L Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet Total Current
Station
Station Firm
Daily Flow'*
Current
Tributary Flow Plus
(Marne or
Permit Capacity, *
(Firm.., p f),
Avg. Daily
Daily Flow, Obligated Available
Number)
No. NIGD
MGD
Flow, MGD
MGD Flow Capacity'*'
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can he achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** 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): Durham County Sewer
Downstream Permit Number: W CS00038
Page 1 of 6
rTS I'.. 10- 13

Ill. Certification Statement.
I _5hp6a -fx"kw certify to the best of my knowledge that the addition of
the volume of wastewater to be hcrmitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to (lie 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 which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Title of Signing
Page 2 of b
FfSF 10-I IS

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
misapplication 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 J 5A.NL'A Q-- [' and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, I SA
NCAC 02-1', 15A NC. M,112T ,0300. iNvisimi volirir.W and good cntiuccrine practices.
While no upfront engineering design documents arc required far submittal, in accordance with I5A NCAC 02T .0305(b), design
documents must be prepared prior :o submittal of a last track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A M{'AC +o2I _01M and the applicable minimum design criteria. These
documents shall he available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in f S hlL'A. L rl2a'.Ir3ct3.
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 C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of I SA NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -diluent 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 pmvided boxes will help produce a quicker review time and
reduce the amount of requested additional inlbmiation. 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
® Required unless otherwise noted
H. 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 ol'S480.410 dated Within 90 days of application Submittal.
D Payable to North Carolina Department ofE-rivironmental Quality (NCDE )
D. Fast Track (Form: FTA 414-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
D 1f'ncccssary fbr 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 Secreta ot'State.
❑ If the Applicant 1'ype in Item 1.2 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 Itcm II.I 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, scaled and dated by a North
UkFvJiPwLJiPro&.s44tinal 1.1 �i1 •c ,
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NC�C 021 .0106JhJ.
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing oll-icial if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INS'! RUCTIONS FOR FORM: VlA 04-16 & SUPPORTING DOCUMENTATION Page l of 3

E. Flow Tracking/Acceptance Form (Form: FTSF. 04-16) (If Applicable):
❑ Submit the completed and executed F'I'Sli 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.
D '111c 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 F"1'SE indicates that owner has adequate capacity and will not violate G.S. 143-
215,62(a t
D Intergovernmcnlal agreements or other contracts will not be accepted in lieu of a project -specific FTSE,
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x l l-inch color copy of USGS 'Topographic Map ol'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 showing general proicct area.
Q 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 15A NCAC 02T .03050iJ f!J, submit documentation of power reliability for pumping stations.
D 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."
D 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 multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (Ali Application Packages for Privately -Owned Public Utilities):
❑ Per ,P'I' (] provide the Certificate of Public Convenience and Necessity from the Novh CaTfflh37
I,IlilJ66N Coinm j$jiun demonstrating the Applicant i5 authorized to hold the utility franchise for the area to be served by
the sewer extension, or
❑ Provide a letter from the Norilk taro n;t C.i}i3ities t:onxtnissini7's Watcr_ara41 Se.wWr Divisi(jp.NWL S •-lf 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.
.I. Operational Agreements (Applications from HOAIPOA and Developers for lots to be sold):
❑ f lom - 'ro ert 0wncrs' Associations
❑ Per l & N(AC 02T .01 P%c submit the properly executed i ation l A&Prcenv, it. t1`01ZM: I ICE.
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Ucclarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 021.0115(b), submit the properly executed ( pex L iumul At,rccmcnt (I UkM; I)I .Vt.
For more information, vigil the Division's collection systems ivehsite
IN51 RUC f IONS FOR FORM. FTA 04-16 & SUPPOR LING DOCUMI: N-I A 1-ION page 2 of3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
IADDRESS
COUNTIES SERVED
Neville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality, Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
(828) 296A500
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Roaloml 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
(910) 48"707 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
Ralolah Reaional Oftice
Water Quality Section
WayhInElton Regional Office
Water Quality Section
V1111mington Ra lonal Office
Water Quality Sactlon
Winston-Salem Re lonal Office
Water Quality Section
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
450 W. Hanes Mill Road
Suite 300
Winston-Salem, North Carolina 27105
[phone]
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Berne, Camden, Chowan, Craven,
Curriluck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Marlin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Alemance, Alleghany, Ashe, Caswell, Davidson,
Davie, Forsyth, Guilford Rockingham, Randolph,
Stokes, Surry, Watauga, Wilkes, Yadkin
INSTRUCTIONS I -Olt I'ORM: 1TA 04-16 & SUPPORTING DOCUMEN rATION Page 3 ol'3

0 MCADAMS
Date: August 10, 2020
To: NCDEQ
Water Quality Section
3800 Barret Drive
Raleigh, North Carolina 27609
LETTER OF TRANSMITTAL
HAND DELIVER
Re: 30" Sanitary Sewer Extension — HUB RTP
Fast Track Submittal
Job ##: RTF-18060
QUANTITY
UNIT
DESCRIPTION
1
Check
$480 Submittal Fee
1
Copy
Cover Letter
2
Copy
Fast Track Application and Supporting Documents
2
Copy
Construction Drawings
a
Transmitted as checked below: �f
® For approval ❑ For review + comment
❑ Foryouruse ❑ Other
❑ As requested ❑ Other ?�
0�,74 j
Remarks: �"r0
` v '
Copy to: Signature: �, ), '
Bi I erks, PE-7 ca
Director, Commercial
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361, 5000

M WADAMS
July 31, 2020
Mr. Jason Robinson, P.E.
NCDEQ, Division of Water Resources
Water Quality Regional Operations
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
RE: Durham County 30" Sanitary Sewer Extension — HUB RTP
Research Triangle Park, North Carolina
DRC-20010
Mr. Robinson,
COVER LETTER > DRC-20010
We are pleased to submit the documents listed below for the review and approval for a permit to construct a 30"
diameter sanitary sewer extension and 12" sewer realignment at the HUB RTP project in the Research Triangle Park.
This project, while within the HUB RTP site, is an infrastructure improvement project for Durham County to allow
other future reconfigurations of the County's system. Those revisions will be addressed in future project submittals.
As an infrastructure only project with no proposed development associated with outfalls there is no request for flow
and no flow acceptance letter from Durham County included at this time.
In addition to this Cover Letter, this submittal package includes the following items:
• Application Fee - A check for $480 made payable to North Carolina Department of Environmental Quality
(NCDEQ)
• Fast Track Sewer System Extension (FTA 04-6) application — One Original and one Copy
• Site Maps —One Original and One Copy:
✓ USGS Topographic Map showing entire project area and closest surface water
✓ Exhibit 1— Project scope showing street level view of project area
• Existing Permit — most recently issued existing permit — One Original and one Copy
If any additional information is required, please let me know. We are happy to answer any questions and address
comments that may arise during the review process.
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 1919. 361.5000

M MCADAMS
Sincerely,
MCADAMS
t& L ;iV.
William H. Derks, P.E.
Director, Commercial
BD/ca
COVER LETTER > DRC-20010
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361.5000

Robinson, Jason
:.From:
Brixey, Stephanie <[e-mail]>
Sent:
Friday, September 18, 2020 1:29 PM
To:
Derks, Bill; Robinson, Jason
Cc:
Chirichella II, Vincent J.; Cashion, Ted
Subject:
[External] RE: Durham Co 30" Sanitary Sewer Extension - HUB RTP
Externitemafl', Igo not afii;0 ks or open attachments unless you-veritjr. Send all suspicious email. as an attadhment to
Based on the information I can find this line was put in prior to 1977.
STEPHANIE BRIXEY I DEPUTY DIRECTOR 1 POTW DIRECTOR
1*P.v1 DURHAM COUNTY
0:
n: ro •rr 'i V SE ,
5926 Highway 55 East
Durham, North Carolina 27713
Office: [phone]
Cell [phone] 1 Fax [phone]
Email: sbrixevC�dconc.aov
PLEASE NOTE: OUR MAIN OFFICE NUMBER IS [phone]
WATER WORKERS ARE. ESSENTIAL. (0) WATER's WORTH fT
From: Derks, Bill <[e-mail]>
Sent: Friday, September 18, 20201:20 PM
To: Robinson, Jason <[e-mail]>; Brixey, Stephanie <[e-mail]>
Cc: Chirichella II, Vincent 1. <vchiriche [e-mail]>; Cashion, Ted <[e-mail]>
Subject: RE: Durham Co 30" Sanitary Sewer Extension - HUB RTP
Jason —
The existing line has been there for a very long time. I don't think we would be able to dig up a permit to modify.
From: Robinson, Jason <[e-mail]>
Sent: Friday, September 18, 20201:11 PM
To: Brixey, Stephanie (sbrixe dconc. ov) <sbrixe dconc. ov>; perks, Bill <[e-mail]>
Cc: Chirichella II, Vincent J. <vchiriche Ila(@dconc.gov>; Cashion, Ted <ted.cash ion encdenr.eov>
Subject: Durham Co 30" Sanitary Sewer Extension - HUB RTP
Stephanie & William,
We are reviewing the referenced sewer extension application we received on August 10, 2020.

The narrative states that that a portion of this application proposes the realignment of an existing 12" sewer. Is this
existing 12" sewerline already included in an older sewer extension permit? If so, we'll probably need to modify that
permit, instead of including it in a new permit.
------------
Jason T. Robinson, P.E.
Raleigh Regional Office
Water Quality Regional Operations
NC Division of Water Resources, DEQ
919-791-4200
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