WQ0032665_Application (FTSE)_20080115

-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DWQ)
Z
0
. Owner -
la. Town of Angier
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Coley B. Price
1c.
L,L
Z
1f.
Z
0 lh
C) 2.
a
Q 3.
Q 3a.
Z
'AY
Signing Official Name and Title (Please review 15A NCAC 02T .0106(b) for authorized signing officials!)
The legal entity who will own this system is:
0 Individual ❑ Federal ® Municipality_❑ State/County ❑ Private Partnership❑ Corporation 0 Other (p cify):
PO Box 278 le.
Mailing Address
_......_..... ......................._.
North Carolina
State
[phone]
Telephone
Project (Facility) Information:
Wynne Creek Phases 1 and 2
Brief Project Name (permit will refer to this name)
Contact Person:
Mike Shean (Developer)
[phone]
Facsimile
Angier
City
l g. 27501
Zip Code
1j. [e-mail]
E-mail
2b. Harnett
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-427-3313 3c. [e-mail]
Phone Number
E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ® Public (skip to Item B(3))
2a. If private, applicant will be:
0 Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Town of Angier
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
no 4a. Town of Angier WWTP
'0 THE
IRDER
PENN WYNNE HOMES
P.O. BOX 240
WYNNEWOOD, PA 19096-0240
4b. NC0082597
r 0.1-.
SOVEREIGN BANK
60-7269-2313
DATE
AMOUNT
Jan. 02, 2008 ****$480.00
Four Hundred Eighty Dollars and 00 Cents.
NC DENR
kVn0_ Gruk / t�i C,

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FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 1
N�Vt0
�i 1�0$
copy
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
1014gr GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
FAST TRACK APPLICATION
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
I.
Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
It II. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
Ox III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff -that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
© IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
di V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WVVfF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
Eh VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/percs or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

w
FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 2
© VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
[6 IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 02T .0100, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
IA X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $480
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Swannanoa, North Carolina 28778
[phone]
[phone] Fax
Avery, Buncombe, Burke, Caldwell,
Cherokee, Clay, Graham, Haywood,
Henderson, Jackson, Macon, Madison,
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Fayetteville, North Carolina 28301
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett,
Hoke, Montgomery, Moore, Robeson,
Richmond, Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Mooresville, North Carolina 28115
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba,
Cleveland, Gaston, Iredell, Lincoln,
Mecklenburg, Rowan, Stanly, Union
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
[phone]
[phone] Fax
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance,
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
Beaufort, Bertie, Camden, Chowan,
Craven, Currituck, Dare, Gates, Greene,
Hertford, Hyde, Jones, Lenoir, Martin,
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Brunswick, Carteret, Columbus, Duplin,
New Hanover, Onslow, Pender
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
[phone]
[phone] Fax
Alamance, Alleghany, Ashe, Caswell,
Davidson, Davie, Forsyth, Guilford,
Rockingham, Randolph, Stokes, Surry,
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number: W (to be completed by DWQ) 00032665
1. Owner:
1 a. Town of Angier
Full Legal Name (company, municipality, HOA, utility, etc.)
O 1 b. Coley B. Price
H Signing Official Name and Title (Please review 15A NCAC 02T .0106(b) for authorized signing officials!)
Elc.
The
■
legal entity
Individual
•
who will
Federal
own
►1
this system
Municipality
is:
■
State/County
■ Private Partnership
■ Corporation ■ Other (specify):
0 `1 d.
PO
Box 278
le. Angier
lf.
Mailing
North
Address
Carolina
• City
11g. 27501
Z
lh.
State
[phone]
�1 i. [phone]
Zip Code
1 I [e-mail]
O 2.
_.1 2a.
Telephone
Project
Wynne
1 Facsimile
(Facility) Information:
Creek Phases 1 and 2
E-mail
2b. Hamett
ft
Brief
Project Name (permit will refer to this
name) j County Where Project is Located
Q 3.
Q 3a.
Contact
Mike
Person:
Shean (Developer)
3b.
Name
919-427-3313
and Affiliation of Someone Who Can
Answer Questions About this Application
c. [e-mail]
Phone
Number
E-mail
1.
Project
is 1/ New
■
Modification (of an existing
permit) If Modification, Permit No.:
For
phase,
duplicate
modifications,
attach a separate sheet clearly
changing line size/length, etc.). Only
project information in B(7) and B(10-11)
explaining the reason for the modification (Le. adding another
include the modified information in this permit application - do not
that has already been included in the original permit.
2.
Owner
is
A Public (skip to Item B(3))
• Private (go to Item 2(a))
2a.
If
private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
Z
O
■
•
•
Retaining Ownership (i.e. store, church,
Leasing units (lots, townhomes, etc. - skip
Selling units (lots, townhomes, etc. - go to
single office, etc.) or
to Item 8(3))
Item B(2b))
■ Public Utility (Instruction III)
• Homeowner Assoc./Developer (Instruction IV)
F-- 3,
Town
of Angier
Owner
of Wastewater Treatment Facility (WWTF)
Treating Wastewater From This Project
ce 4a.
Town
of Angier WWTP
4b. NC0082597
0
Name
of WWTF
WWTF Permit No.
LL 5a.
Town
of Angier
5b. 8
►1 Gravity 5c.
Z
Owner
of .Downstream Sewer
Receiving Sewer
Size
■
Force Main Permit Number of Downstream Sewer (if known)
1-- 6.
The
origin of this wastewater is (check all that
apply):
2
W■
►1
Residential Subdivision
Apartments/Condominiums
■
■
Car Wash
Institution
% Domestic/Commercial
a
II
■
Mobile Home Park
School
•
■
Hospital
Church
% Industrial
m
■
Restaurant
•
Nursing Home
% Other (specify):
•
Office
■
Other (specify):
7.
Volume
of wastewater to be allocated for this particular project: 34560 gallons per day
*Do
not include previously permitted allocations
8.
If
■
•
the permitted flow is zero, indicate why:
Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
Flow has already been allocated in Permit No.
•
Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 'i 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
8. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 02T
.0114(c) for Item B(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC must be supported with actual water or wastewater use data in accordance with 15A NCAC.
95 3 bedroom units at 360 gpd per unit and 1 pool accomadating 36 people at 10 gpd per person
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
Gravity or Force Main
(use the pull down menu)
8"
6,675 LF
GRAVITY
CI
W
M
Z
H
Z ENTER TOTAL LINE LENGTH IN MILES
1.26 miles
V11. Summary of Pump Stations to be Permitted
O Location ID
(self chosen - as shown on ; Design Flow
plans for cross-reference) 1 (MGD)
(attach additional sheets as necessary)
Power Reliability Option
Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
GPM e TDH portable generator wltelemetry; 4-wet well storage)
Q
E
0
LL
Z-
---
__.._.._.__. ---._..__......__...... ......._.._._..._
E12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
ee Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 02T as applicable?
W ►4 Yes • No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
avariance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
CO
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
14. Does this project involve aerial lines or siphons? Check if yes:
,These lines will be considered high priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum
Be aware that the Division will not accept installed lines more than 10% flatter than
corrected prior to submitting the final engineering certification..
■
slopes?
the minimum
•
■
■
Yes
Yes
Yes
■
slope.
14
►4
■
No
No
No
Lines installed
■
■
►4
N/A
N/A
N/A
outside this tolerance should be
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
0
F—
Q
U
cn
U
W
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cn
U
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
regional office (see instructions for addresses) OR indicate the following:
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on
map for cross-reference)
S-1
Name of
Waterbody
West Buies Creek
County
Harnett
River Basin
Waterbody Stream Waterbody
Index Classification
Cape Fear 18-18-2-(2) C
Submit the 8.5•" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
. Applicant's Certification:
1 a.
1, Coley B. Price, attest that this application for Wynne Creek 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 retumed as incomplete. Note: In accordance with North Carolina General Statutes 143-
215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application 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.
Signing Official Signature
Professional Engineer's Certification:
/2-a -v 7
Date
I attest that this application for Wynne Creek has been reviewed by me and is accurate,
complete and consistent with the information in the engineering plans, 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 adopted February
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. Although certain portions of this submittal
package may have been developed by other professionals, 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 NC General Statutes 143-215.6A and 143-215.68, any person who knowingly makes any false statement,
representation, or certification in any application 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.
2a. Susan W. Hobbs, PE
Professional Engineer Name
2b. Elam Todd d'Ambrosi
Engineering Firm
2c. 2280 Slater Rd
Mailing Address
2d. Morrisville
City
2g. 919-481-2021
2e. NC
State
2f. 27560
Zip
2h. 919-481-2776 2i. [e-mail]
\\\\iik�,'/
HCARO(//1
030844 • _
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// 1 IW . 1oy\\\\
Telephone
Facsimile
E-mail
Seal. Sianature & Date
FTA 02/03 - Rev. 3 04/05

Town of Angier
P.O. Box 278
Angier, NC 27501
919-639-2071
R.H. Ellington Coley B. Price Beth M.Blinson
Mayor Manager Town Clerk
December 27, 2006
Elam, Todd, d'Ambrosi
Attn: Laura Powell, Planner
2880 Slater Road Suite 200
Morrisville, NC 27560
Re: Sewer Allocation ( Old Buies Creek PDD)
Dear Laura:
The Town of Angier has the capacity of wastewater treatment to handle the projected
123,840 gallons for sewer allocation of the Old Buies Creek PDD: Should you have any
questions please do not hesitate to call.
Sincerely,
Coley B. Price
Town Manager
Post Office Box 278 • Angier, North Carolina 27501-0278 • [phone]

•
•
Legend
Streets
Site
•
I
s
Penn Wynne Homes Angier
Harnett County
250 500 1000
1YMague\1.0:0IMM
ETd
EIAM. Thin). dfM BR()ti5