WQ0032041_Application (FTSE)_20070730

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 1
OF W A TR State of North Carolina
/��O Department of Environment and Natural Resources
r Division of Water Quality
-mac FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers system aro not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have Included/addressed the following Ilst 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 retumed 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).
II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ 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 property executed operational agreement if
the sewer extension is permitted 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
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 Tess than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project-specfflc flow acceptance
letter.
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 Iittp://h2o.enr.state,nc,us/peres or by contacting the appropriate regional
nffirte

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.
® 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(1 b). 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.
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 $400
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]
(919) 571- 4718 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, Bertle, 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, 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/

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 n B 0* 2.(--'1-1
(to be completed by DWQ) ;, ,_. �-'
A. APPLICATION INFORMATION
1. Owner. rt. ?' t.
la. City of Goldsboro, NC
Full Legal Name (company, municipality, HOA, utility, etc.) JUL 3 U Z00 i
1b. Joseph R. Huffman, City Manager
Signing Official Name and Trtle (Please review 15A NCAC 2H .0206(b) for authorized sign irlg o-a is (
1 c. The legal entity who will own
this system
Municipality
is:
Partnership
• Individual ■ Federal a
■ State/County ■ Private
■ Corporation ■ Other (specify):
ld. P. O. Drawer A
le. Goldsboro
Mailing Address
City
1f. North Carolina
lg. 27533
State
Zip Code
1h. [phone]
1i.
[phone]
1j. dsutton(c ci.goldsboro.nc.us
Telephone
Facsimile
E-mail
2. Project (Facility) Information:
2a. Windsor Creek Subdivision 12b. Wayne County, NC
Brief Project Name (permit will refer to this name)
County Where Project is Located
3. Contact Person:
3a. Ronnie L Sutton, PE
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone]
3c. [e-mail]
Phone Number
E-mail
B. PERMIT INFORMATION
(of an existing permit) If Modification, Permit No.:
1. Project is ® New IN Modification
For modifications, attach a separate sheet
phase, changing line size/length, etc.).
duplicate project Information in B(7) and
clearly explaining
Only include
B(10-11) that
the reason for the modification (Le. adding another
the modified information in this permit application - do not
has already been included in the original permit.
2. Owner is 0 Public (skip to Item B(3))
(go to Item 2(e))
• Private
2a. If private, applicant will be:
store, church, single office, etc.) or
etc. - skip to Item B(3))
etc. - go to Item B(2b))
2b.
If sold facilities owned by a (must choose one)
(Instruction III)
Assoc./Developer (Instruction IV)
• Retaining Ownership (i.e.
■ Public Utility
• Leasing units (lots, townhomes,
■ Homeowner
■ Selling units (lots, townhomes,
3. City of Goldsboro, NC
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Goldsboro Wastewater Treatment Plant
4b. NC0023949
Name of WWTF
WWTF Permit No.
5a. City of Goldsboro
5b. 15" Proposed
Gravity
Force Main
5c. Unknown
Owner of Downstream Sewer
Receiving Sewer Size
Permit Number of Downstream Sewer (if known)
6. The origin of this wastewater is (check all that apply):
Residential Subdivision
Apartments/Condominiums
• Mobile Home Park
Home
(specify):
100 % Domestic/Commercial
■ Car Wash
• Institution
• Hospital
% Industrial
• School
■ Church
■ Restaurant
• Nursing
% Other s ec
(P)
ill Office
II Other
7. Volume of wastewater to be allocated
for this particular project
allocations
79,500 gallons per
day
'Do not include previously permitted
8. If the permitted flow is zero,
indicate why:
be permitted
allocated in
of existing
In subsequent permits
Permit No.
that connect to this line
flow expected
■ Interceptor Line - Flow will
■ Flow has already been
■ Rehabilitation or replacement
sewer with no new

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 4
B. PERMIT INFORMATION (CONTINUED)
9. Provide the wastewater flow calculations used En determining the permitted flow In accordance wrtth 15A NCAC 2H
.0219(1) for item B(7) or the design flow for line or purnp station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(IX1 2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(IX3).
200Units //2 3609pd = 72,000gpd
300 employees 25gpd = 7.500god ( This
provides lemployee per 100 feet of ofnce/commerdel space)
Estimated Flow = 79,500gpd
10. Summary of Sewer Lines to be Permuted (attach additional sheets if necessary)
Size (inch)
Gravity or Force Main
(use the pull down menu)
8'e (SDR 35)
5,310 feet
Gravity
e'e (C-900, Class 100)
3,700 Feet
Force Main
ENTER TOTAL LINE LENGTH IN MILES
1 , 7 I
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Location ID
(self chosen - as shown on
plans for cross-reference)
Design Flow
(MGD)
Operational Point
GPM fg TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator wIATS; 3-
portable generator w/telemetry; 4-wet well storage)
Windsor Creek Lot #101
0.252mgd
350gpm (g 44ft(TDH)
7-31-07
2 c1-
12 Does the sewer system comply
Mains (latest version), the
with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
reference the pertinent minimum design criteria or regulation and indicate why a
Is requested. SUBMIT TWO COPIES OF PLANS. SPECIFICATIONS OR CALCULATIONS
TO THE VARIANCE WITH YOUR APPLICATION
c.
® Yes • No If no, please
variance
PERTINENT
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
® N/A
0 Yes ! No
® Yes ■ No • N/A
® N/A
■ Yes • No
14. Does this protect involve aerial lines or siphons?
These 6nes w9 o considered hlah
15. Does this project have gravity sewer lines designed
Be aware that the Division oil not eooept Installed Ines more
corrected prior to subs tfng the ioal engineeringce:WCatlon..
Check if yes: Li
even_ abc months
at minimum slopes? El Min. Slope = 0.42%
then 10% better than the minimum dope. Lines inatefed outside this tolerance should be

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 5
C. STREAM CLASSIFICATION
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 classfflcation 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)
Name of
Waterbody
County
River Basin
Waterbody Stream
Index
Waterbody
Classification
Lot # 101
Stoney Creek
Wayne
Neuse
27-62
C: NSW
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification Is provided!
D. CERTIFICATIONS
1. Applicant's Certification:
1, Joseph R. Huffman, attest that this application for Windsor Creek Subdivision, Phase One 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 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
penalt'- - up to $25, 000 per violation.
1a. /7 2‘—cam 3-
'' 6 ning Official Signature Date
Professional Engineer's Certification:
I attest that this application for Windsor Creek Subdivision. Phase One 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. Ronnie L Sutton, P.E.
uuiuuiiirior
Professional Engineer Name
C' 'Q �/1�i,///,,
2b. Herring -Sutton & Associates, PA
\\\�����"\•.6
*` '�F - i.►• 1.:
Engineering Firm
; y� ,+ , , _
2c. 2201 Nash Street NW
_
s'f4 w
Mailing Address
S
2d. Wilson i2e. NC 2f. 27896
'
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City
L
State
Zip
.
` '7.
g. [phone] j2h. [phone]
2i. rlspeearthlinnet
(ctk
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Telephone 1 Facsimile
E-mail
Seal, Signature & Date

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