WQ0040509_Application (FTSE)_20181024

State of North Carolina
nWR
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 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T, I5A NCAC 02T.0300 Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 021' .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 15A NCAC_ 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that arc deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02'1'.0303
Projects not eligible for review via the fast track process (must be submitted for full technical revie Wept Ot Fnvironmentu ttuxl ity
Projects that require an environmental assessment in accordance with I5A NCAC IC .01t,
D Projects that do not meet any part of the minimum design criteria (MDC) document;
D Projects that involve a variance from the requirements of 15A NCAC 21; UCT 2 4 MR
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STl'Ps) or simplex grinder pumps;
D STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
D Vacuum sewer systems. Rdefth R__qgional Office
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
® 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_
D Be specific as to the system type, number of homes served, flow allocation required, etc.
D 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 $480.00 dated within 90 days of application submittal.
D 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 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of Sate.
❑ If the Applicant Type 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 Item 11. l 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
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T.0 106(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 .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pagel of3

F. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
0 Submit the completed and executed hTSF form from the owners of the downstream sewers and treatment facility.
Y Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
D 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-
215.67(a .
Z Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
E Submit an 8.5 -inch x 1 I -inch color copy of a USGS 'Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
D Location of the project (gravity sewer, pump stations & force main)
D Downstream connection points and permit number (if known) for the receiving sewer
El Include a street level map showing general project area,
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,c., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per I5A NCAC 02'T .0305(h)(I }, 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
)> 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 021' .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."
L 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)
1. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per I5A_NCAC 02T.01 15(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission 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 Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
p 1-lome/Property Owners'_ Associations
❑ Per ISA NCAC 02T.01 15(c), submit the properly executed Operational Agreement (FORM: 110A).
❑ Per 15A NCAC 02T.01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
® Developers of lots to be sold
E Per 15A NCAC 02T.01 15(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
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 Renional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
(828) 29BA500
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
225 Green Street Suite 714
Rutherford, Swain, Transylvania, Yancey
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville Realonat Office
Water Quallty Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Re ionai 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
Rai 1 h Regional Offi a
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
(9 19) 788-7159 Fax
Warren, Wilson
Washlnoton Redcmal Office
943 Washington Square Mall
Beaufort, Bartle, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Curriluck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrroll, Washington, Wayne
Wilmington Realonal 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, Sury, Watauga, Wilkes, Yadkin
[phone]
INSTRUCT IONS FOR FORM. FTA 04-16 & SUPPORTING DOCUMENTATION[ Page 3 of 3

State of North Carolina
DWR
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T' .0300– FAST TRACK SEWER SYSTEM EXTENSION APPI41CATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number,. NQl i",N\V;e \
(ip be cumplclixi by DWR)
All items must be com leted or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Pulte Homc Company. LLC (company, municipality, FIOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ® General Partnership ❑ Privately -Owned Public Utility
Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Randy King - per 15A NCAC 02T 0106(bl
Title: Land Planning and Entitlements Mana cr
4. Applicant's mailing address: 1225 Crescent Green Dr, Suite 250
City: C rY State: NC Zip: 27518-�
5. Applicant's contact information:
Phone number: [phone] Email Address: — randy.king[a Rulteeroun.com
11. PROJECT INFORMATION:
1. Project
name: Davis Park Townhomes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number. WQ00 and issucd date:'
If new construction but part of a master plan, provide the existing permit number: WQ00
CY
3. County where project is located: Durham
e�
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.8806° Longitude: -78.8565"
c ago
4
5. Parcel ID (if applicable):
(or Parcel ID to closest downstream sewer)C%4
1I1. CONSULTANT INFORMATION:
1. Professional Engineer. Bradley Rhinchalt License Number: 21543
E6
Firm: McAdams
A
U
Mailing address: 2905 Meridian Parkway,
City: Durham State: NC Zip: 27713 -
Phone number: [phone] Email Address: rhinchaltQmcadamsco.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle W WTP Permit Number: NCO026051
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ0038873 8" & Unknown -Built 198306") Downstream (Receiving) Sewer Size: 8"116" inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00038
Owner Name(s): Durham County
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 ®NIA
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
® Yes ❑No ❑WA
3. If the Applicant is a Home: Property Owners' Association, has an One rat ional Agreement (FORtiI• HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparationfservice ❑ Hotel and!or Motels
❑ School / preschool / day care ❑ Medical /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 % Commercial
% Industrial (See 15A NCAC 02T.0 103(201)
-Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T.01 14(f) [:]Yes ® No
t If yes, Provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0I 14(f))
Daily Design Flow 11,6
No. of Units
Flow
Towmhomes (3 Bedroom Units)
360 gal/unit
41
14,760 GPD
Clubhouse
0.5 gal/sf
I800
900 GPD
Pool
10 gal/person
150
1,500 GPD
Pool Backwash
150 gaVday
1
150 GPD
galf
GPD
gal!
GPD
Tota!
17,310 GPD
a See 15A NCAC 02T.0 I 14 6 d (e)(1) and (e)(2) 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. 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.
8. Wastewater generated by project: 17.310 GPD (per 15A NCAC 02T .0114)
Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑ RehabiIitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII.
VIII.
GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDC (Gravity Servers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
R
763
PVC
R
153
DIP
C
> 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)
i Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) — 02T.0305 & NIDC (Pump StatiotsslForce Main%):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees)- Latitude; Longitude: -T_
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 02:1__0305(h&):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(13):
Y 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):
:- 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: 1 TA 04-16 Page 3 or

IX. SETBACKS & SEPARATIONS -- (02B.0200 & 15A NCAC 02T .03050):
1. Does the project comply with all separations found in 15A NCAC 02T .0305 &
15A NCAC 02T-0305(1) contains minimum separations that shall be provided for sewer systems,
® Yes ❑ No
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 scwer
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 II 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, Iake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
-Drainage systems and interceptor drains
5 feet
Any swimminp, pools
I0 feet
Final earth grade vertical
36 inches
D 15A NCAC 02T.0305(;a) contains alternatives where separations in 02T,0305 cannot be achieved -
**Stream classifications can be identified using the Division's NC Surfacc Water ClassificalioMwcb ae
D if noncompliance with 02T-0305 or , 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
z 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. Docs the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
i This would include Trout Buffered Streams per 15A NCAC 213.0202
4. Docs the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
Y, Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
D Information can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC _02T -0105(c)(6) (additional permitslcerti5cations)? ® Yes ❑ No
Per 15A- NCAC 02_T.0105, j 6), directly related environmental permits or certification applications arc 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
D If yes, include an attachment with details for each line, including type (aerial line, sire, 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 permilee'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 021, the Minimum Desitin Criteria for the Permitting, of E'untp 5tatinnv
and Force Mains (latest version), and the Criyity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
IfNo, complctc and submit the Variance/AIternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is renuircd prior to submittal of the hast Trnck Anyliention and supnnrtine documents.
2. Professional Engineer's Certification:
]MAL attest that this application for
(Professional Engineer's name from Application Item II1.1.)
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 documcntation 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 -'Crack 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 I43-215.613, any person who knowingly makes any false
statement, representation, or ecrtification 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: 1 �S`� qH CARQ� ,'��� !
=O�o tr S S 1Oti'9 �:
SSAI. �f • '�
j'5�.
AppliAnt's Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Adihority's name & title from Application Item 1.3.)
has bccn 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 informa?ion and attachments are not included, this application package will be returned to me as
incomplete.
NOTL In accordance with General Statutes 143-215AA and 143-215AB, 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 fin 7to exceed $10,000 as well as civil penalties up to $25,000 per violation.
,/ i
Signature —. ~`~_—.----.--._-__.– — Date -.1 /6
FORM: I"1A 04-16 Page 5 of 5

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: Pulte Home Company, LLC
Project Name for which flow is being requested: Davis Park Townhomes
More than one FTSE may be required for a single project if the oivner of the WWTP is not responsible for all pump
stations along the route of the proposed nvaste►vater flow.
I. 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 M NCO026051
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
A11 flaws are in MGD
12
2.468
4.244
0.017310
6.729
56.08
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP:
(B)
(A)
(D)-(B+C)
Design
Pump
Average Daily
Station
Firm Flow**
(Name or
Capacity, * (Firm 1 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 (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Durham County Sewer
Downstream Permit Number: W CS00038
Page 1 of 6
FTC F AA_ 1 t;

III. Certification Statement:
1 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 II plus all
attached planning assessment addendums for which I am the responsible party. Signature of this
form indicates acceptance of this wastewater flow.
a�ti
Signing O tcial Signature
Page 2 of 6
FTSE 04-16

IYATJ 6112 VAN I r•]+►TJ � i s r•

TI MCADAMS
October 24, 2018
NCDEQ— DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
RE: Davis Park Townhomes
Durham, North Carolina
PLT -17000
COVER LETTER > PLT -17000
Nr fit -re :fr r n4 irr,nmenta[ Quality
UL c, 2018
Ralciah Regional Office
The accompanied Fast -Track Application (FTA 04-16) includes 763 lineal feet of 8" PVC and 153 lineal feet of 8" DIP
gravity sanitary sewer for the proposed Davis Park Townhomes development located at the intersection of Davis
Drive and Hopson Road in Durham, NC. The sewer system will be a private system owned and operated by Pulte.
The public collection system is being permitted separately. A letter of transmittal has been provided with detailed
description of items included in submittal.
Sincerely,
MCADAMS
1
�b�4
Bradley Rhinehalt, PE
Senior Project Manager, Residential
CY/ca
NC Dept of Environmental Quality
OCT 2 4 2018
Raleigh Regional Office
creating experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919. 361. 5000

'J McADAMS
December 6, 2018
NCDENR - DWR
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Re: Davis Park Townhomes - Private
Durham, North Carolina
PLT -17000
The accompanied Fast -Track Application (FTA 04-16) includes 763 lineal
feet of 8" PVC and 153 lineal feet of 8" DIP gravity sanitary sewer for the
proposed Davis Park Townhomes development located at the intersection of
Davis Drive and Hopson Road in Durham, NC. The sewer system will be a
private system owned and operated by Pulte/HOA. The public collection
system is being permitted separately.
Sincerely,
THE JOHN R. MCADAMS COMPANY, INC.
Bradley Rhinehalt, P.E.
Senior Project Manager, Residential
Enclosures
The Jahn R. McAdams
Company, Inc.
Raleigh / Durham, NC
2905 Meridian Parkway
Durham, North Carolina 27713
[phone]
Charlotte, NC
11301 Carmel Commons Blvd.
Suite 111
Charlotte North Carolina 28226
1704)527-0800
McAdamsCoxom Designing Tomorrow's Infrastructure & Communities

I91 MCADAMS
Date: October 24, 2018
To: NCDEQ
Raleigh Regional
3800 Barrett Drive
Raleigh, North Carolina 27609
1 am sending you the following items:
❑ Drawings ❑ Letter
❑ Specifications ® Submittal
❑ Plans ❑ Prints
LETTER OF TRANSMITTAL
HAND DELIVER
Re: Davis Park
NCDEQ Submittal
Job #: ALT -17000
❑ Statement of Qualifications
❑ Other
QUANTITY
UNIT
DESCRIPTION
2
Copy + Original
Developers Operational Agreement
2
Copy + Original
Public Sewer FTA
2
Copy + Original
Private Sewer FTA
1
Check
$480.00 Fee (Private Sewer)
1
Check
$480.00 Fee (Public Sewer)
2
Copy
Site Maps
2
Copy
Cover Letters
Transmitted as checked below:
® For approval
❑ For your use
❑ As requested
Remarks:
Copy to:
❑ For review + comment
❑ Other
❑ Other
Signature:
�d Rhinehalt, PE / ca
Senior Project Manager, Residential
creat;ng experiences through experience 2905 Meridian Parkway, Durham, NC 27713 / 919.361, 5000