WQ0035109_Application (FTSE)_20101108

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
NOV 0 8 2010 (FTA 12/07 ver5)
for GRAVITY SEWERS, PUMP STATIONS, ANI) FORCE MAINS
(Pressure & Vacuum sewer systems are not to be included as part of this application package)
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. Forms are available from the web site or by calling the Regional Office serving your county:
http.//h2o. enr. state. nc. us/percs/Collection%20Systems/CollectionSystemApplications.html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain 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 that has already
been included in the original permit.
Any changes to this forrn 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(13).
Separate applications should be made for non-contiquous sewer systems.
❑ B. 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.
❑ C. 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(2)a of this application.
❑ D. Operational Agreements - Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial Tots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance - FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that 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. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map - Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA 12/07

® G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot 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.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
❑ J.
Certifications — Section C
The application must be certified by both the applicant and the design engineer who is 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 Chapter 2T, 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.
THE COMPLETED FTA 12/07 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 28301-5094
[phone]
[phone] Fax
Anson, Bladen, Cumberland, Harnett, Hoke,
Montgomery, Moore, Robeson, Richmond,
Sampson, Scotland
Mooresville Regional Office
610 E. Center Avenue
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, please visit our web site at:
http://h2o. enr.state.nc. us/peres/Collection%20Systems/CollectionSystemsHome. html
or contact the Regional Office serving your county.
FTA 12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ) (A/ra 00 33 / 09
1. Owner/Permittee:
1 a. Town of Angier
Full Legal Name (company, municipality, HOA, utility, etc.)
0 1 b. Coley Price, Town Manager
Q lc.
Z■
0 1 d.
Signing Official Name and
The legal entity who will
Individual ■ Federal
P.O. Box 278
own
Title (Please review
this system
Municipality
is:
IIIState/County
15A NCAC
2T .0106 (b) for authorized
■ Private Partnership
le. Angier
signing officials!)
• Corporation
■ Other (specify):
LL
Z lf.
Mailing Address City
NC 1g. 27501
Z
0 1 h.
State Zip Code
919-639-2071 1 i. 919-639-6130 1j. [e-mail]
QTelephone
V 2.
Facsimile E-mail
Project (Facility) Information:
J 2a.
Town of Angier Phase II Gravity Sewer 2b. Hamett County
a.
a 3.
Brief Project Name (permit will refer to this name) County Where Project is Located
Contact Person:
Crag Perry, PE
Q3a.
3b.
Name and Affiliation of Someone Who Can Answer Questions About this Application
919-772-5565 3c. [e-mail]
Phone Number E-mail
1.
Project
is
@ New
•
Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is
4 Public (skip to Item B(3))
■
Private (go to Item 2(a))
2a.
If applicant will be: 2b. If sold, facilities owned by a (must choose one)
■
■
•
private,
Retaining Ownership (i.e. store, church, single office, etc.) or
Leasing units (lots, townhomes, etc. - skip to Item B(3))
Selling units (lots, townhomes, etc. - go to Item B(2b))
IN Public Utility (Instruction C)
• Homeowner Assoc./Developer (Instruction D)
3. Harnett county
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0 4a. Hamett County Wastewater Treatment Facility 4b. Me OO Z Il a Sig
IH Name of WWTF WWTF Permit No.
Q
2 5a. Harnett County
5b. 36"
Gravity
5c.
C
0
Z
Owner of Downstream Sewer
6. The origin of this wastewater is
Receiving
(check
Sewer
all that
Size
apply):
•
Force Main
Permit # of
Downstream Sewer (Instruction E)
"Oo % Domestic/Commercial
I—
►��
■
Residential Subdivision
Apartments/Condominiums
►il
•
Retail (Stores, shopping centers)
Institution
% Industrial (attach
2
Ce
a
•
•
Mobile Home Park
School
Restaurant
Office
•
@
■
■
Hospital
Church
Nursing Home
Other (specify):
description.)
(RO: contact your Regional Office
Pretreatment staff)
m
% Other (specify):
7.
Volume
of wastewater to be allocated or permitted for this particular project: gallons per day
8.
*Do
If the
._Pump
•
not include future flows or previously permitted allocations
permitted flow is zero, indicate why:
Station, Outfall or Interceptor Line where 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 (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA 12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
12
18
24
Length (feet) New Gravity or Additional
Force Main
6216 New Gravity
3081 New Gravity
6968 New Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
LLI
D Pump Station Location ID (self chosen as shown on plans/map for reference)
h
Z
0
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
Z
0
QPump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size
0 2 - portable generator w/MTS
LL
Z
Force Main Length
F-
ix Pump Station Location ID (self chosen - as shown on plans/map for reference)
LLI
a Design Flow Operational Point
(MGD) m GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
Yes ❑ No
Yes ❑ No
❑ Yes ❑ No
❑ N/A
❑ N/A
® N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)1 involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
1 a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, Crie.4Prr.P_ C , attest that this application for Town of Angier Phase 11 Gravity Sewer has
been reviet d by me and is accurate and complete to the best of my knowledge. I understand that if all required parts ofj
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. Note: In accordance with North Carolina 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.
1. Leo -
Signing Official Signature
/D- /'/-/O
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWER'S, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, Crag Perry , attest that this application for Town of Angier Phase 11 Gravity Sewer 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 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 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. Crag Perry
Professional Engineer Name
2b. ms consultants, inc.
Engineering Firm
2c. 155 US Highway 70 West
Mailing Address
2d. Garner
City
2g. 919-772-5565 2h. 919-861-9954
Telephone Facsimile
2e. NC 2f. 27529
State Zip
2i. [e-mail]
E-mail
L
acco�0000
(O
NC PE Seal, Signature & Date
FTA 12/07

USE THE TAD KEY TO MOVE FROM FIELD TO FILD!
Owner/Permittee:
Application Number:
(to be completed by DWQ) WQ 0007510
NFORMATION
A. APPLICATION
1 a. Town of Angier
Full Legal Name (company, municipality, HOA, utility, etc.)
...................................._.._...
l b. Jimmy Cook
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
❑ Individual D Federal ® Municipalit _O State/County ❑ Private Partnership 0 Corporation ❑ Other (specify):
ld. P.O. Box 278
Mailing Address
1f. NC
State
1 h. 919-639-2071
Telephone
Ile. Angier
City
lg. 27501
Zip Code
1 1. 919-639-6130 1 j. [e-mail]
Facsimile
2. Project (Facility) Information:
2a. Town of Angier Phase II Gravity Sewer
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Crag Perry, PE
E-mail
2b. Harnett County
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-772-5565 3c. [e-mail]
Phone Number E-mail
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
Owner is ® Public (skip to Item B(3))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Harnett county
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Harnett County Wastewater Treatment Facility 4b. A/600Z (3c
1— Name of WWTF WWTF Permit No.
5a. Harnett County I5b. 36" ® Gravity 5c. W6 ct72 ?S (o _7 7
Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction El
WARNING -THIS CHECK HAS A COLORED BACKGROUND AND IS PROTECTED BY SPECIAL SECURITY FEATURES
TOWN OF ANGIER
55 N. Broad Street West
Angier, N.C. 27501
[phone]
*****FOUR HUNDRED EIGHTY DOLLARS********
PAY
TO THE
ORDER
OF:
NC DENR
RALEIGH, NC
FIRST CITIZENS BANK
ANGIER, N.C.
DATE
66-30
531
28682
CHECK NO. CHECK AMOUNT
10/13/10 28682 $480.00
This Instrument has been pre -audited in the manner required by the
LOCAL GOVERNMENT BU! ET and FISCAL CONTROL ACT.
FINANCE 0 i ER

6I005/O7
WARNING -THIS CHECK HAS A COLORED BACKGROUND AND IS PROTECTED BY SPECIAL SECURITY FEATURES
TOWN OF ANGIER
55 N. Broad Street West
Angier, N.C. 27501
[phone]
*****FOUR'HUNDRED EIGHTY DOLLARS********
PAY
TO THE
ORDER
OF:
NC DENR
RALEIGH, NC
FIRST CITIZENS BANK
ANGIER, N.C.
DATE
66-30
531
28682
CHECK NO. CHECK AMOUNT
10/13/10 28682
$480.00
This Instrument has been pre -audited in the manner required by the
LOCAL GOVERNMENT BUD.GET and FISCAL CONTROL ACT.
11'
DATE
1842- NC DENR
DESCRIPTION
28682
AMOUNT DISCOUNT NET PAID
PLANS REVIEW 10/13/10 PLANS REVIEW
PLANS REVIEW 65-9004-0004
NOV 0 8 2010
$480.00 0.00 $480.00
CHECK # DATE GROSS DISCOUNT CHECK AMOUNT
28682 10/13/10 65-9004-0004
$480.00
0.00 $480.00

Permit Number WQ0035109
Central Files: APS SWP
11/22/10
Permit Tracking Slip
Program Category
Non -discharge
Status Project Type
Active New Project
Permit Type Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
trent.allen
Coastal SW Rule
Permitted Flow
0
cility
Facility Name
Town of Angier Phase II Gravity Sewer
Location Address
Owner
Major/Minor Region
Major Fayetteville
County
Harnett
Facility Contact Affiliation
Owner Name Owner Type
Town of Angier Government - Municipal
Owner Affiliation
Jimmy Cook
PO Box 278
Angier
Dates/Events
NC 275010278
Orig Issue
11/22/10
App Received
11/08/10
Draft Initiated
Scheduled
Issuance
Public Notice Issue
11/22/10
Regulated Activities Requested/Received Events
Effective Expiration
11/22/10
Wastewater collection Additional information requested 11/17/10
Additional information received 11/17/10
Outfall NULL.
Waterbody Name Stream Index Number Current Class Subbasin

y
Prepared Hy
ms corisultarits Inc.i
engineers • architects • planners
GARNER, NC 919-772-5565
TOWN OF ANGIER
HARNETT COUNTY
NORTH CAROLINA
TOWN OF ANGIER PHASE II GRAVITY SEWER
SCALE: 1 "=1500'
USGS TOPOGRAPHIC MAP

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
�c a/�t c ��
( >`�
�/
/�G1 �i S e _l. c^
' e't Vi 7 i
-�
1��G e/ 0Lc
Professional Engineer
me
Engineering Firm Name
/
)
''v(S G'- 0 ei S c/
[(u--+--t
/.1. Cam„
Location
ID
Name,�f Waterbody1.
County
River
Basin
Waterbody
Stream Index No.
Waterbody
Classification
S
/
fe , -/
;Z-L_/vr
4e-
/g-/6/)
IV' - / Vi't,./-
S 41
44-e_ f.:kic-is
c aivNeL
1—f --F
C�; n e
i s - ((, (O
14 S I _(
(Uh.'L-flatwtecl 4 , (04, t,./
1
l'e'. ---t—
If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's
instructions for classifying waterbodies and that the above
classifications are inclusive of the stated project, complete and
correct to the best of my knowledge and belief.
PE Seal, Signature and Date ►
*** END OF FORM WSCAS-12/07 ***
arryE�6
X N1-
// L/°ttol
/o
FORM: WSCAS-12/07
Page 1 of 1

pF\N.1Fq State of North Carolina
PG Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —05/07)
Project Applicant Name: Angier, NC (For Capacity Allocation Only)
Project Name for which flow is being requested: Angier WWTP/12"Force Main & 24"Outfall Line
Amount of flow requested for this project: 1,008,000 GPD = 1.008 MGD
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: North Harnett Regional WWTP
b. WWTP Facility Permit #: NC0021636
c. WWTP facility's permitted flow
Fuquay Varina Allocated Flow
Lillington Allocated Flow
Harnett County Allocated Flow
Angier Allocated Flow
d. Estimated obligated flow not yet tributary to the WWTP
Attachment B1- FV Obligated Flow NYT
Attachment B2- Lillington Obligated Flow NYT
Attachment B3- HC Obligated Flow NYT
Attachment B4 — Angier Obligated Flow NYT
e. WWTP facility's actual avg. flow
Attachment Al- FV Actual Flow
Attachment A2- Lillington Actual Flow
Attachment A3- HC Actual Flow
Attachment B4 — Angier Actual Flow
5.6 MGD
2.60 MGD
1.20 MGD
1.80 MGD
1.008 MGD
0.467 MGD
0.259 MGD
0.142 MGD
0.066 MGD
0.035 MGD
1.269 MGD
0.698 MGD
0.491 MGD
0.353 MGD
0.335 MGD
f. Total flow for this specific request 0.00 MGD
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow + Request
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow
Angier Actual Avg. + Obligated Flow
h. Percent of permitted flow used
Fuquay Varina - (1.001 MGD / 2.6 MGD)
Lillington — (0.643 MGD / 1.2 MGD)
HCDPU - (0.419 MGD / 1.8 MGD)
Angier — (0.370 MGD/ 1.008 MGD)
2.433 MGD
1.001 MGD
0.643 MGD
0.370 MGD
43.44% (Overall)
38.50%
53.58%
23.28%
36.70%

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
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow MGD
HCDPU Regional SLS # 120 13.0 MGD 1.327 MGD
III. Certification Statement:
I, _Rodney M. Tart — Director of Public Utilities_, certify 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 will not cause any capacity related
sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant. This certification applies to those items listed above in Sections I and II for which I
am the responsible party. Signature of this form indicates acceptance of this wastewater flow.
Signing Official Signature Date
Remaining Capacity at WWTP facility
NHR WWTP
Fuquay Varina
Lillington
HCDPU
Angier
(5.6 MGD — 2.433 MGD)
(2.6 MGD — 1.001 MGD)
(1.2 MGD — 0.643MGD)
(1.8 MGD — 0.419 MGD)
(1.008MGD — 0.370 MGD)
3.167 MGD
1.599 MGD (61.50%)
0.557 MGD (46.24%)
1.381 MGD (76.72%)
0.710 MGD (63.29%)

ms consultants, inc.
engineers, architects, planners
70 East Business Park
155 US Highway 70 West
Garner, North Carolina 27529-3942
Phone: [phone]
Fax: [phone]
www.msconsultants.com
November 4, 2010
Mr. Trent Allen
Division of Water Quality
225 Green Street
Suite 714
Fayetteville, NC 28301-5043
Re: Fast Track Application
Town of Angier
Phase II Gravity Interceptor
Dear Mr. Allen,
',UV 0 8 2010
Enclosed with this letter are two copies of the completed Fast Track application for
Gravity Sewers, Pump Stations, and Force Mains, one set of plans, and a check for
$480. These are for your review of the sewer line. We are also enclosing five copies of
the Pre -Construction Notification (PCN) Form with a check for $570 and two sets of full
size and three sets of half-size plans. These are for the 401 Water Quality Certification.
This project is for a new gravity sewer line to serve the area in the Northwest quadrant of
Angier's ETJ. The lower end of the line connects to Harnett County's Kenneth Creek
Interceptor, (36-inch diameter at the point of connection), and extends northeast along
an un-named tributary to Neils Creek until it crosses Hwy 55, just north of the Wake
County line. It is being built in anticipation of future growth that will accompany the
construction of 1-540 and new development northern Harnett County and in southern
Wake County. It will also provide an alternate direction of flow for part of the Town's
existing sewer, and eventually reduce the demands on the older sections of sewer mains
in the down town areas.
Because the project is going to be funded by USDA Rural Development, an
Environmental Assessment was done in accordance with NEPA requirements.
However, the project was not subject to an EA under NCEPA rules, and hence, we
believe, qualifies for Fast -Track permitting. In any case, a FONSI was issued, and if you
need to see it, we can obtain a copy from Julia Johnson of the Smithfield office of USDA
Rural Development.
The project will not add any new flows to the Harnett County WWTP, which is the
receiving facility. After completion, it will intercept an existing force main that currently
Submittal Letter to DWQ
Angier Phase 11 Gravity Interceptor

flows through the Town's older collection system. New developments will provide flow
tracking and acceptance updates when they apply for permits.
For clarificaton, the reason this project is called "Phase II" is because Phase I was to
replace Angier's WWTP with a pump station that now delivers the Town's sanitary
sewage to the expanded Harnett County WWTP. As part of the agreement with Harnett
County, Angier now owns 1.008 mgd of treatment capacity in the WWTP, and 1 mgd
transmission capacity in the main interceptor along Kenneth Creek, which is the
receiving line for this project. Initially, this line will intercept the flow from the Johnson's
Landing subdivision, which consisits of approximately 50 residences. For information
purposes, we have attached a copy of the Flow Tracking and Acceptance form that was
submitted for the Phase I project. Mr. Tim Payseur, of Harnett County Public Utilities,
furnished the form, and will contact you to explain why a new form should not be
required.
There are sections of lines along Neils Creek where the distance between manholes is
500 ft. According to the Design Criteria for Gravity Sewers, this is allowed where
evidence can be furnished showing that the operating utility can clean that distance.
The Town of Angier's Public Works Director, Mr. Jimmy Cook, states that they have
equipment capable of cleaning up to 600 ft.
This letter serves as the Project Narrative for the Application.
Please do not hesitate to call me at 919-772-5565 if you have any questions or require
more information.
Sincerely,
G'u� 7�
Crag A. Prry, PE
ms consultants, inc.
cc: Mr. Jimmy Cook, Town of Angier
Submittal Letter to DWQ
Angier Phase ll Gravity Interceptor