WQ0022876_Application (FTSE)_20030718

T-TRACK APFUCATION forsGRAVITY SEVERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
Application Number:
(to be completed by DWQ) f,L)Q,Ooaa767.
1. Owner: Public Works Commission of the City of Fayetteville
1a.
V—
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Joseph E. Glass, PE.
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for uthorize jig &ficials!)
c. The legal entity who will own this system is:
Individual 0 Federal a Municipality 0 State/County 0 Private Partn
ld. P.O. Drawer 1089
Street Address
hip 0 Corporation 0 Other (specify):
le. Fayetteville
City
if. North Carolina
State
1h. 910-223-4703
Telephone
11. 910-829-0203
Facsimile
1g.
28301
Zip Code
ij. [e-mail]
E-mail
2. Project (Facility) Information:
11. 2a. King's Grant Subdivision (Sections A, B and D-1)
a., Brief Project Name (permit will refer to this name)
3. Contact Person: Pimna Chomchai,
ICt 3a• The Rose Group, Inc.
2b. Cumberland County
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-323-3400
Phone Number
3c. [e-mail]
E-mail
1. Project is is New El Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Ei Public (skip to Item B(3)) El Private (go to Item 2(a))
2a. If private, applicant will be:
2b. If sold facilities owned by a (must choose one)
PAY
TO THE
ORDER
OF
THE
ROSE
GROUP..
ENGINEERS • PLANNERS • SURVEYORS
RO.Box103
FayetteAle, NC
28302
THE SUM OF FOUR HUNDRED U.S. Dollars 00/100 ONLY
NC DENR
225 Green Street
Fayetteville, NC 28301-5043
C'efr c Hcv.‘
64-3/4)6()ag-74° 44909
Bli&T
Branch Banking and Trust Company
66-1121531
DATE
05/22/2003
THE ROSE GROUP. INC.
AMOUNT
$400.00

,-,',-ACR 3 A
8. If the permitted flow is zero, indicate why:
El interceptor Line - Flow will be permitted is subsequent permits that connect to this line
El Flow has already been allocated in Permit No.
EI Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03

n
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included the following list of required application package items by checking the
space provided next to each item. Failure to submit all required items will lead to your application being returned as
incomplete or additional processing and review time. This form may be photocopied for use as an original.
1 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).
tp II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR).
❑ 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 will be serving residential or commercial lots (e.g., houses, condominiums, townhomes,
outparcels, etc.) that will be owned by a homeowners' association or developer (Item B(2b)). 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.
❑ 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/WWTF. 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.
[VI. Map — Submit an 8.5-inch by 11-inch 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,
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
for each different waterbody (where the sewer line is within 100 feet of such waterbody - see Instruction VII).
`�,VII. Watershed 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/ndpu or by contacting the appropriate regional
office.
INSTRUCTIONS FOR FORM FTA 02/03

❑ VIII. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) ]15A NCAC
01C .0500], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be
processed 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.
If" 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 2H .0200, 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.
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
59 Woodfin Place
Asheville, North Carolina 28801
[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
919 N Main Street
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, Allegheny, Ashe, Caswell,
Davidson, David, Forsyth, Guilford,
Rockingham, Randolph, Stokes, Surry,
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.uslndpul
INSTRUCTIONS FOR FORM FTA 02/03

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
USE THE TAB KEY TO MOVE FROM FIELD TO FIELM!
. Owner: Public Works Commission of the City of Fayetteville
a.
Application Number: �:
(to be completed by DWQ) 6076
Full Legal Name (company, municipality, HOA, utility, etc.) . ''
1b. Joseph E. Glass, PE. i
I
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for utho�-izedi nilg Officials!)
c. The legal entity who will own this system is:
0 Individual 0 Federal El Municipality 0 State/County ❑ Private Partn
1d. P.O. Drawer 1089
Street Address
hip 0 Corporation 0 Other (specify):
le. Fayetteville
City
IH
a
if. North Carolina
State
lh. 910-223-4703
Telephone
1 i. 910-829-0203
Facsimile
1 g.
28301
Zip Code
1 j. [e-mail]
E-mail
2. Project (Facility) Information:
2a. King's Grant Subdivision (Sections A, B and D-1) 2b. Cumberland County
Brief Project Name (permit will refer to this name)
3. Contact Person: Pimna Chomchai,
3a. The Rose Group, Inc.
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-323-3400
Phone Number
3c. [e-mail]
E-mail
''1. Project is la New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be:
❑ Retaining Ownership (i.e. store, church, single office, etc.)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
2b. If sold facilities owned by a (must choose one)
❑ Public Utility (Instruction III)
❑ Homeowner Assoc./Developer (instruction IV)
Public Works Commission of The City of Fayetteville
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Cross Creek Water Treatment Plant 4b.NC 0023957
Name of WWTF
WWTF Permit No.
0
Z
5a. Same as #3 15b.
Owner of Downstream Sewer
Receiving Sewer Size Permit Number of Downstream Sewer
£. The origin of this wastewater is (check all that apply):
2
W
m
•
•
(Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
❑ Car Wash
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
100 % Domestic/Commercial
Industrial
% Other (specify):
7. Volume of wastewater to be permitted in this project: 23,76° gallons per day
8. If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted is 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

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(1) 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 2H .0219(1)(1-2) must be approved prior to submittal of this application. Submit a separate request to
the Division of Water Quality, Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617 in
accordance with 15A NCAC 2H .0219(1)(3).
There will be 66 residential lots in the subdivision; 360 gal/day/lot x 66 residential lots = 23,760 gal/day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
Gravity or Force Main
8-inch
4,618
Gravity
15- inch 126
Gravity
2
z
0
Z
ENTER TOTAL LINE LENGTH IN MILES
0.9 mile
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(as shown on plans)
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(dual line feed, permanent generator w/ATS,
portable generator w/autodialer, wet well storage)
12. 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 2H .0200 as applicable?
E 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
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? El Yes ❑ No ❑ N/A
Sedimentation and Erosion Control Plan? ❑ Yes g No ❑ N/A
Stormwater? ❑ Yes ❑ No a N/A
FTA 02/03

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
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 Watershed Classification is not needed because all parts of the project are at least 100 feet away from any down
slope waterbody; AND
A Watershed 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
Name of
Waterbody
McPherson Creek
County
Cumberland
River Basin
Cape Fear
Waterbody Stream Waterbody
Index Classification
18-24-3-(1) WS-1V
0
Submit the 8.5" x 11" topographic map as required in Instruction VI regardless of whether a classification is provided!
1. Applicant's Certification:
i attest that this application for King's Grant Subdivision (Sections A, B and D-1) has been reviewed by me and is accurate
and complete to the best of my knowledge. 1 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 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violati
Signinfficia Signature
Date
Professional Engineer's Certification:
King's Grant Subdivision (Sections A, B and D-1)
1 attest that this application for 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 143-215.6B, 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.
a. Pimna Chomchai, PE.
Professional Engineer Name
2b. The Rose Group, Inc.
Engineering Firm
2c. P.O. Box 103 Gillespie Street
Address
2d. Fayetteville 2e. NC
City
2g. 910-323-3400 2h. 910-323-1028
Telephone
Facsimile
2f. 28302
State
Zip
2i. [e-mail]
E-mail
'�H CARD
O�.�FESS/0••.;"i
:Q SEAL'e:
28459
yG.rP
'9 CHOM
w i/ g/o)
Seal, Signature & Date
FTA 02/03

Name of Stream
Description
Curr. Class Date Prop. Class Basin Stream Index #
CAPE FEAR RIVER
Carvers Creek
(Cypress Lake)
West Prong
Carvers Creek
North Prong
Carvers Creek
(Currin Lake)
/McPherson Creek
V (College Lake)
McPherson Creek
(Wooded Lake)
Greens Creek
(Holmes Pond)
Evans Lake
CAPE FEAR RIVER
CAPE FEAR RIVER
Cross Creek (Big
Cross Creek)
(Texas Pond,
Smith Lake, Rose
Lake)
Unnamed
Tributary near
Rosehill Road
(Country Club
Lake)
Unnamed
Tributary near
Rosehill Road
From a point 8.2 miles WS-IV
upstream of Cravers
Creek to a point 0.5
mile upstream of City
of Fayetteville water
supply intake
From source to Cape
Fear River
From source to Carvers
Creek
From source to Carvers
Creek
From source to dam at
College Lake
From dam at College
Lake to Carvers Creek
From source to
McPherson Creek
Entire lake and
connecting stream to
Cape Fear River
WS-IV,B
WS-IV
WS-IV
WS-IV
WS-IV,B
WS-IV,B
WS-IV
08/03/92
08/03/92
08/03/92
08/03/92
08/03/92
08/03/92
08/03/92
08/03/92
From a point 0.5 mile WS-IV;CA 08/03/92
upstream of City of
Fayetteville water
supply intake to City
of Fayetteville water
supply intake
From City of
Fayetteville water
supply intake to mouth
of Hammond Creek
C
From source to a point WS-IV
0.5 mile upstream of
water supply intake at
Murchison Road in
Fayetteville
04/01/59
08/03/92
From source to dam at WS-IV,B 08/03/92
Country Club Lake
From dam at Country
Club Lake to Cross
Creek
WS-IV
08/03/92
Cape Fear 18-(23.5)
Cape Fear 18-24
Cape Fear 18-24-1
Cape Fear 18-24-2
Cape Fear
Cape Fear
Cape Fear
Cape Fear
18-24-3-(1)
18-24-3-(2)
18-24-3-3
18-25
Cape Fear 18-(25.5)
Cape Fear 18-(26)
Cape Fear 18-27-(1)
Cape Fear 18-27-2-(1)
Cape Fear 18-27-2-(2)
Page 2 of 6

REQUIREMENTS & SPECIFICATIONS
FOR
SEWER MAIN EXTENSIONS
FOR
THE PUBLIC WORKS COMMISSION
FAYETTEVILLE, NORTH CAROLINA
CUMBERLAND COUNTY
PROJECT: King's Grant Phase I
DATE SUBMITTED July 15, 2003