WQ0040479_Application (FTSE)_20181012

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Dan Ryan Builders (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ® Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Kristi Dillard per 15A NCAC 02T .0106(b)
Title: Land Manager - Raleigh
4. Applicant's mailing address: 3131 RDU Center Drive
City: Morrisville State: NC Zip: 27560-
5. Applicant's contact information:
Phone number: [phone] Email Address: kdillard(@danryanbuilders.com
H. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
l . Project name: Shevard's Souare — P� � U h 7 6
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00� and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.956745 Longitude:-78.870901
5. Parcel ID (if applicable): 156827
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Christopher Mehl. P.E.ehl, P.E
License Number: 034059
Firm: Edens Land
Mailing address: 2314 S. Miami Blvd, Suite 151
City: Durham State: NC Zip: 27703-�
Phone number: [phone] Email Address: chris.mehl(dedensland.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
L Facility Name: Triangle WWTP Permit Number: unknown
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): W CSCa 00038 Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable}: WQCS00038
Owner Name(s): Durham County
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FORM: FTA 04-16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ZMA
2. If the Applicant is a Developer of lots to be sold, has a Developers Operational Agreement (FURM: DEV) been attached?
® Yes []No ❑N.'A
3. If the Applicant is a ro rt Owners' Association has an Operational A •rcement (FORM! I10 been attached?
❑ Yes ❑No ZMA
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 i preschool I day care ❑ Medical I dental I veterinary facilities ❑ Swimming Pool "Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses r offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 100 % DomesticlCommercial _°/o Commercial
% Industrial (see 15A NCAC 02T .0f03(01)
1,Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 0 2T .0_ 114(f)? ❑Yes ®No
:- If yes, provide a cony of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I 14ff1)
Daily Design Flow
No. of Units
Flow
single family residential
360 gal!per day
148
53,280 GPD
gal;'
GPD
gal!
GPD
gal/
GPD
gal/
GPD
gal!
GPD
Total
53,280 GPD
a See I5A NCAC 02T .0.114(b3 fdl'._fe)(1) and Wit) 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 C'r_S_ 42A4).
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.
S. Wastewater generated by project: 53,280 GPD (per I SA NCAC QZ1 .0I 1�#)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
1,874
PVC
8
513
DIP
%- Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
r Section III contains information related to minimum slopes for gravity sewer($)
Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VII1. PUMP STATION DESIGN CRITERIA (If Applicable)— 02T.0305 & MDC (Puma StationslForce ]Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): gallons per minute at _ feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with t 5A NCAC 02T A-105 h
❑ Standby power source or pump with automatic activation and telemetry - I5A 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)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
i 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.
i 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.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T d1305(f)):
1. Does the project comply withal[ separations found in 15A NCA 0)0305 & (-,I ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be nmvided for sewer systems-
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below vertical
24 inches
Water mains vertical -water over sewer including in benched trenches
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines vertical - reclaimed over sewer
18 inches
Reclaimed water lines horizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class I1 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 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade vertical
36 inches
15A NCAC_02T.0305(a) contains alternatives where separations in 2T 0305(f} cannot be achieved.
%- "Stream classifications can be identified using the Division's NC Surface Water Classifications webpaee
If noncompliance with 02T.0305(l) orJgL see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) [:]Yes ❑ No ® NIA
Seethe Division's draft separation requirements for situations where separation cannot be meet
i No variance is required if the alternative design criteria specified is utilized in design and construction
'- As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ®N/A
> This would include Trout Buffered Streams per 15A NCAC 2B_020?
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 & Buar,Permittina Branch
5. Does project comply with IJANCAF, 021.0105 c (6) (additional permits/certifications)? ® 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 NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes [-]No ®N?A
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location)
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Page 4 of 5

X. - CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum DesianCriteria for the Permitting of Pump Stations
and Force Mains (latestyersionl- and the Gravity Sewer Minimum Design Criteria�latest version as applicable?
© Yes ❑ No
If No, complete and submit the Variance. -'Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
I, [/i M , Rcem _ attest that this application for
(Profe*ssial Engineer's name from Application Item I11.1.) � e �� hw
has been reviewed by me and is accurate, complete and consistent with the information sup lied in the plans, pecificjat'ioonns,
F�
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE In accordance with General Statutes 143-215.6A and 143-215.6B, 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. i
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0I06(b):
attest that this application for
(Signature Authority's name g title from App ication Item 1.3.) 4%a r (C n�
has been reviewed by me and is accurate and complete to the best of my knowledge. l understand that if alf� �regred parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and;or criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, 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 S 10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date: _12• —4ZO 1 %
FORM: FTA 04-16 Page 5 of 5

41 I.P
State of North Carolina
Department of Environmental Quality
" k Division of Water Resources
Division of water Restiurce5 Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Dan Ryan Builders
Project Name for which flow is being requested: Shepard's Square _.,,..
Afore than one FTSE ma.) be required for a single project if the on ner of the if7f'TP is not responsible for all pump
stations along the route of the proposed nvaste►vater floiv.
Complete this section only i f you are the owner of the wastewater treatment plant
a. WWTP Facility Name: Triangle Wastewater Treatment Plant
b, WWTP Facility Permit #: NCO026051 _
c. W W,I'P facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg_ flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
A11 flows are in MGD
12
2.216
4.244
0.05328
6.513
h. Percent of permitted flow used 54.27
I1. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity. * (Firm po,
Number)
MGD MGD
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Approx.
Not Yet
Total Current
Current Avg
Tributary
Flow Plus
Daily Flow,
Daily Flow,
Obligated
Available
MGD
MGD
Flow
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 (pp 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)- Durham County Sewer
Downstream Permit Number: WQCS00038
Page 1 of 6
FTS E 04-16

. � * III. Certification Statement:
I Stephanie Brixey certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation of
the planned improvements identified in the planning assessment where applicable. This analysis
has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Sections I and 11 plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
Signing OJIcial Signature V Date
Page 2 of 6
FTS E 04-1 G

tL� 1�� State of North Carolina
DDepartment of Environmental Quality
IN Me18h ROgiaual afflce Division of Water Resources
Dlvislon of Water Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: City of Durham
Project Name for which flow is being requested: She ard's Square
More than one FTSE may be required for a single project if the owner of the TVJ TP is not responsible for all pump
stations along the route of the proposed waste+vaterflow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit #:
A11 flaws are in AIGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
I1. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A)
(B)
(C)
(D)-(B+C)
(E)-(A-D)
Design
Obligated,
Pump
Average Daily
Approx.
Not Yet
Total Current
Station
Firm Flow**
Current Avg,
Tributary
Flow Plus
(Name or
Capacity, * (Firm.: pf),
Daily Flow,
Daily Flow,
Obligated
Available
Number)
MGD MGD
14IGD
MGD
FIow
Capacity***
Dur-liam -Rump-
---�..,�—�...g S-t:a t ians—fn, o lved—Pr�epes ed sewep e*t.,n ..:.. _ G _ _ m
to point of transfer to Durham County main is gravity flow with sufficent capacity
t o—seTvv—V r i
* 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 1NVNVTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page 1 of 6
FTSE 04-16

Ill. Certitication Statement:
I Robert N. Jo er, Jr., P.E. certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to
cause any capacity related sanitary sewer overflows or overburden any downstream pump station
en route to the receiving treatment plant under normal circumstances, given the implementation
of the planned improvements identified in the planning assessment where applicable. This
analysis has been performed in accordance with local established policies and procedures using
the best available data. This certification applies to those items listed above in Sections I and 11
plus ,"�ched planning assessment addendums for which I am the responsible party.
Sid ature o this fora} in#icates acceptance of this wastewater flow.
Signing Official
t�
Page 2 of
FTSF 04-I6

N EdensLand
November 28, 2018
Durham County Engineering
5926 Highway 55 East
Durham, NC 27713
NCDEQ/DWR
Water Quality* Permitting -- Wastewater Branch
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Shepard's Square
Fast -Track Application for Gravity Sewers (FTA 04-16) - Private
Dear Sir or Madam:
Please find the attached permit application, Fee, and approved engineering Construction Drawings for the
installation of approximately 2,387 linear feet of private 8" gravity sewer main in Durham, North Carolina.
The sewer main is being installed to serve 148 lots within Shepard's Square, a single-family residential
development containing a total of 156 single-family lots.
Thank you and please call 919.316.1855 or email chns.mchl kbAgnslandsg with any questions.
Sincerely, ``,,,H1 CARO'
Edens Land .��pQ`� ' • S3/ 4/ -
_ • o`��` py;1y `�
�•
Ij/�� � • a SEAL
— 034059
r
Chris Mehl, PE /��i ,'!;G1N� •� '`���
Director — Civil Engineering Services ��HER0�`�����
www.edensiond.com 2314 S. Miamt Blvd.
Direct:919.316.1855 Suite 151
Durham, NC 27703