WQ0029883_Application_20060503

TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Numb*C30029883 (M)
(to be completed by D
1. Owner.
la. Town of Aberdeen
Z Full Legal Name (company, municipality, HOA, utility, etc.)
Q lb. William R. Monroe, Public Works Director
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
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PAY
TO THE
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. 115 North Poplar Street 1 e
Mailing Address
1f. North Carolina 1g
State
1 h. 910-944-7012
Aberdeen
City
28315
Zip Code
[e-mail]
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. Legacy Offsite Trunk Sewer 2b. Moore
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a Kris RnwP- Fnnineer
1L 910-944-7459 1j
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 704-376-7777 3c. [e-mail]
Phone Number E-mail
1. Project is ❑ New 0 Modification (of an existing permit) If Modification, Permit No.: W00029883
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)) ❑ Private (go to Item 2(a))
a_. If private, applicant will be: 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)) ❑ Homeowner Assoc./Developer (Instruction IV)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
----- ------ ----- --------- ---- ------------- —
Mnnra County _
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
- -- ---- — ----- - -- - —
LAND DESIGN, INC.
OPERATING ACCOUNT
P.O. BOX 36M
CHARLOTTE, NC 28236
9833
`/ V �G/ 66-85/531
DATE
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RBC
Centura
RBC Cerhura Bank
�� Ch Otte, NC 28M7 W
FORS -''—mil �H�'�"Ci�• #'Q� -- --- -- —--------

FFA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 1
�0� w A rFRQ
State of North Carolina
[)C J\,Jq _- ", Department of Environment and Natural Resources
Division of Water Quality
COPY MAY U 3 20M FAST -TRACK APPLICATION
for GRANUT,SERS, 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/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.
01. 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 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.
® 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 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)).
PTA mrnz AP z nnins

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
• 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/peres or by contacting the appropriate regional
office.
❑ Vill. 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.
® 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 $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania; Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
[phone] Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.us/peres/
LTA /Y1/h4 n— o A Inc

FXST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI Application Numbe�Q0029883 (M)
(to be completed by DST
1.
—
Owner.
la.
Town of Aberdeen
Full Legal Name (company, municipality, HOA, utility, etc.) 3
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1b.
William R. Monroe, Public Works Director
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!) !
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1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
_ 111
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1 d.
115 North Poplar Street le. Aberdeen
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Mailing Address City
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1f.
North Carolina 19. 28315
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State Zip Code
1 h.
910-944-7012 1 i. 910-944-7459 1 j. [e-mail]
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Telephone Facsimile E-mail
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2.
Project (Facility) Information:
J
2a.
Legacy Offsite Trunk Sewer 2b. Moore
CL
a-
Brief Project Name (permit will refer to this name) County Where Project is Located
_. ... _ _
Q
3.
Contact Person. _ -- -
Q3a.
Kris Rowe, Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
._......
3b.
_ .
704-376-7777 3c. [e-mail]
Phone Number E-mail
I.'
Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: W00029883
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
F
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)) ❑ Private (go to Item 2(a))
2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction IV)
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❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
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3.
Moore County
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Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Moore County Water Pollution Control Facility 4b. NC 0037508
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Name of WWTF j WWTF Permit No.
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5a.
Moore Coun
b. 48" ®Gravity C.
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Owner of Downstream Sewer
(Receiving Sewer Size 10 Force Main permit Number of Downstream Sewer (if known)
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6.
The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Car Wash
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❑ Apartments/Condominiums ElInstitution 100 % Domestic/Commercial
El Mobile Home Park ❑ Hospital
❑ School ❑ Church %Industrial
® Restaurant ❑ Nursing Home °
El Office ❑ Other (specify): /° Other (specify):
7.
Volume of wastewater to be allocated for this particular project: Zero 0 gallons per day (No Change)
'Do not include previously permitted allocations i
-..... _.____..-----.-._.....___._._.__..-.-__._-.
8.
If the permitted flow is zero, indicate why: (No Change)
® 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
PTA min'A -Po- 2 ndinc

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(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(Ix1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(I)(3).
No Change.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Gravity or Force Main
Size (inches) Length (feet)
(use the pull down menu)
15" 467 Gravity
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ENTER TOTAL LINE LENGTH IN MILES '0.09 miles i
V11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z I Location ID Power Reliability Option
(self chosen - as shown on Design Flow. Operational Point (1- dual line feed; 2- permanent generator WATS; 3-
Qi plans for cross-reference) (MGD) GPM TDH portable_generator w/telemetry; 4-wet well storage)
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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?
Lu ® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
a variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
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13. Have the following permits/certifications been submitted for approval? j
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ® No ❑ N/A
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Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ® No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These lines willhe_considered high Ddontv.and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
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FAST-TkACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
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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 a:
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 Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Site
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is providedl
Applicant's Certification:
1, William R. Monroe, attest that this application for Legacy Offsite Trunk Sewer
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 143-215.6B, 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.
la.
;2
I attest that this application for Legacy Offsite Trunk 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 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 peAson who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Plass 2
misdemeanor 11 which may include a fine not to exceed $10,000 as well as civil penalties up t 25,000 per fflation.
2a. Kevin W. Vogel, P.E.
Professional Engineer Name
2b. LandDesign, Inc.
Engineering Firm Sim
2c. 223 North Graham Street 1164
M 1'mAdd
Professional Engineer's Certification:
ai g ress
2d. Charlotte
City
2g. 704-376-7777
Telephone
2h. 704-376-8235
Facsimile
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Date
2e. NC 2f. 28202 V r,�'90!K0 �` ��
State Zip �`�. WV, ��— o 0
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E-mail Seal, Signature & Date
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Reason for modification:
Revised alignment due to depth of cover over pipe issues.
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Fml�ftvMce NC 29078
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bear Mr. Comm:
RE; Flow A.oceptance later for Lescy La lies Comm � rdeen, NC.
lu suffi cotmty wage Pollmion Control Facility. NPbn #NC 007509, prea�n
fivm tlU9 above ava�lablg to cvndirloaaUy sdvept up Lp 1,102,0M gallons 'day
ra14= ed project -
This pto)'ed Will be rexlwUlpi to Con7Sply with al (ap®clSe dc= and x equ mments oft .
Town oFAbe;deon, NC.: 1h sdditiou all i8T*cd f=. must be •
. �,,�� paid to tha ToyvA of •.. • .
Moore Comfy Pabbe Works wM have to issue approv8l of Patshat PlvQte M
Station along w1#h skoctux1m. meats and access rmdway prior to this psojt�t being
o0tln®atesd to the Moon County Sanitary Sower Thunc tor.
Upon completion of the wed, pmj ec% the applicam's wear is to provide ow
OffiC6'wi& the folloryV g itm8:
1. motion of Completion.
2. Complete set ofAs•-Bruit drawings.
If You have any quc3dozz or comateats plcam still me a, [phone].

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USGS Quad Name: Pinebluff
Date: 1981
ISBN #060733231X
USGS Order ID: TNC0571
USGS Entity ID: MPTNC05 7 1 PPO I