WQ0031651_Application (FTSE)_20070424

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:
(to be completed by DWQ)
NFORMATION
1. Owner:
la. Town of Lillington
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Tommy Burns, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. PO Box 296 le. Lillington
Mailing Address City
1 f. North Carolina 1 g. 27546
State Zip Code
lh. 910-893-2654 1 i. 1j.
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. Vandercroft Farms S/D 2b. Harnett
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. Elizabeth Rogers, Enoch Engineers, P A
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-894-7765 3c. [e-mail]
Phone Number E-mail
Z
0
1-
2
1. Project is ❑ New ® Modification (of an existing permit) If Modification, Permit No.: WQCS000297
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))
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))
2b. If sold, facilities owned by a (must choose one)
❑ Public Utility (Instruction 111)
❑ Homeowner Assoc./Developer (Instruction IV)
3. Harnett County Public Utilities
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. North Harnett Regional Treatment Plant 4b. NC 0021636
KleAene ..F VAAArrc
WWTF Permit No.
Eeeinnoch Consulting Engineers
II p A. & Surveyors
8 1403 N.C. Hwy 50 South
Benson, NC 27504
Phone: [phone]
PAY TO THE
ORDER OF
NCDENR
AKS
a°
ANK
66-505/53t
10677
4/23/2007
$ •*400.00
Four Hundred and 00/100**"**********"****************************** *****"**
MEMO:
NCDENR
VANDERCROFT S/D
DOLLARS

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 1
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/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).
® 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 properiy 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 -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)).
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from ht4):!1h2o.erir.state.nc.us!peres or by contacting the appropriate regional
nffir. '

• 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.
® 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
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]
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, Davie, Forsyth, Guilford,
Rockingham, Randolph, Stokes, Surry,
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o. enr. state. nc. us/petvs/

' FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
PAGE 3
Full Legal Name (company, municipality, HOA, utility, etc.)
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
1. Owner:
1 a. Town of Lillington
0 1 b. Tommy Burns, Town Manager
I- Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
2 lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County 0 Private Partnership 0 Corporation 0 Other (specify):
re
O ld. PO Box 296 le. Lillington
LL Mailing Address City
Z
1f. North Carolina lg. 27546
Z State Zip Code
O 1 h. 910-893-2654 1 i. 1j.
Application Number:
(to be completed by DWQ) W0003 1 6 51
Telephone Facsimile E-mail
U 2. Project (Facility) Information:
...I 2a. Vandercroft Farms SAD 2b. Harnett
Brief Project Name (permit will refer to this name) County Where Project is Located
O 3. Contact Person:
• 3a. Elizabeth Rogers, Enoch Engineers, P A
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-894-7765 3c. [e-mail]
Phone Number E-mail
1. Project is ® New 0 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)) 0 Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one)
0 Retaining Ownership (i.e. store, church, single office, etc.) or 0 Public Utility (Instruction III)
Z ❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) 0 Homeowner Assoc./Developer (Instruction IV)
O 0 Selling units (lots, townhomes, etc. - go to Item B(2b))
II— 3. Harnett County Public Utilities
ict Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
lit • 4a. North Harnett Regional Treatment Plant 4b. NC 0021636
O Name of WWTF WWTF Permit No.
LL 5a. Town of Lillington 5b. 8" ® Gravity 5c. WQCS00297
Z Owner of Downstream Sewer Receiving Sewer Size j❑ Force Main Permit Number of Downstream Sewer (if known)
F— 6. The origin of this wastewater is (check all that apply):
2 ® Residential Subdivision 0 Car Wash
W0 Apartments/Condominiums ❑ Institution 100 % Domestic/Commercial
W 0 Mobile Home Park 0 Hospital
CL 0 School 0 Church % Industrial
m ❑ Restaurant ❑ Office ❑Nursing Home
0 Other (specify): % Other (specify):
7. Volume of wastewater to be allocated for this particular project: 67.320 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

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(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 supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
187 3-BR homes X 120 gpd per BR = 187 x 3 x 120 = 67,320 gpd
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8" 8,269
0
LI/
Z
H
Z ENTER TOTAL LINE LENGTH IN MILES 1.57
Location ID
(self chosen - as shown on
plans for cross-reference)
0
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z
0
H
0
LL
Z
H
2 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?
W ® 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
Gravity or Force Main
(use the pull down menu)
Gravity
Design Flow
(MGD)
Operational Point
GPM @ TDH
Power Reliability Option
(1- dual line feed; 2- permanent generator w/ATS; 3-
portable generator w/telemetry; 4-wet well storage)
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
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 will be considered hiah priority and must be checked once every six months
15. Does this project have gravity sewer lines designed at minimum slopes? El
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..

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
Z
0
F—
Q
c_i
LL
a
—J
0
C. STREAM
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 Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1 a.
1, Tommy Bums, attest that this application for Vandercroft Farms S/D 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.
A —
Signing Official Signature
Professional Engineer's Certification:
Date
I attest that this application for Vandercrofi` Farms S/D 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. l 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,
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10, r r r/as
well as civil penalties up to $25, 000 per violation.
2a. Joe Godwin, Sr., PE, PLS
Professional Engineer Name
2b. Enoch Engineers, P A
Engineering Firm
2c. 1403 HWY 50 South
Mailing Address
2d. Benson
City
2g. 919-894-7765 2h. 919-894-8190
Telephone Facsimile
2e. NC 2f. 27504
State Zip
2i. [e-mail]
E-mail

topozone
,cf4%
0 0.1 0.2 0.3 0.4 0.5 km
0 0.09 0.18 0.27 0.36 0.45 mi
35° 20' 31"N, 78° 50' 48"W (NAD27)
USGS Bunnlevel (NC) Quadrangle
Projection is UTM Zone 17 NAD83 Datum
0
Eti

**********
In accordance with NCGS 130A-328, there will be a fee charged for plan review by the NC DENR Public Water
Supply Section. Any documents submitted for review on or after January 1, 2007 must be accompanied by a
check payable to DENR-Public Water Supply Section before the review will begin.
** There is a $25 fee for returned checks **
The charges for review of plans are shown below. Check one of the following.
Distribution System fees
❑ Construction of water lines, less than 5000 linear feet $150
❑ Construction of water lines, 5000 linear feet or more $200
❑ Other construction or alteration to a distribution system $ 75
Ground Water System fees
❑ Construction of a new ground water system or
adding a new well $200
❑ Alteration to an existing ground water system $100
Surface water system fees
❑ Construction of a new surface water treatment facility $250
❑ Alteration to existing surface water treatment facility $150
Other fees
❑ Water System Management Plan review $ 75
0 Miscellaneous changes or maintenance not covered above $ 50
Notes:
1. The fee is not refundable if the plans are not approved
2. Revisions to plans to address PWS or other state agency's comments do not incur an additional fee.
3. If one set of plans has multiple related parts, such as a new well with construction of water lines, only one
fee must be submitted for highest price item (the amounts are not cumulative).
4. Ten days after the receipt of plans and specifications for approval, if the appropriate plan review fee
is not received, then all plan documents will be recycled. A new set of documents must then be
submitted with the appropriate fee for approval.
**********
These plans and specifications cited in the foregoing application, including any provisos in the approval letter, are
approved insofar as the protection of public health is concerned as provided in the rules, standards and criteria
adopted under the authority of NCGS 130A-315 and 130A-317. This approval does not address all applicable laws,
rules, standards and criteria, and other approvals and licenses that may be required by the local, state or federal
government.
This approval is given with the understanding that upon installation of such works, its operation shall be placed
under the care of a competent person, and the operation shall be carried out according to best accepted practice and
in accordance with the recommendations of the Division of Environmental Health.
The official copies of plans and specifications accompanying this application have been sealed and stamped with the
serial number of this application . Any erasures, additions or alterations of the
proposed improvements except those permitted in 15A NCAC 18C .0306 will make this approval null and void.
This approval does not constitute a warranty of the design, construction or future operation of the water system.
Signed:
Public Water Supply Section
Division of Environmental Health

Harnett
COUNTY
Joe F. Godwin Sr.. P.E.
Enoch Engineers, P.A.
1403 NC 1-Iwy 50 South
Benson, NC 27504
c>n71p1
AN/ IRA
April 20. 2007
Re: Vandercroft Subdivision
Phase I Lots 1 - 187 (187 Lots)
Phase 2 Lots 188 — 253 (66 Lots)
Phase 3 Lots 253 — 318 (65 Lots)
Hwy 210
South Central Water and Sewer District
Dear Mr. Godwin,
Public Utilities Department
PIease be advised that Harnett County does not have existing sewer lines within close
proximity of the proposed development named above. However, if the Town of
Lillington, NC has agreed to allow the developer to extend their wastewater collection
system to the subject property via a sewer lift station and associated force main that
will transport the wastewater to the town's existing sewer collection system then the
North Harnett Regional Wastewater Treatment Plant located in Lillington, NC could
handle the proposed flow if the project is constructed in phases as outlined above.
Harnett County is currently upgrading the North Harnett Regional Wastewater
Treatment Plant (NHRWWTP) from 750,000 GPD to 5,600,000 GPD and the plant
expansion is expected to be completed within the next few months. The NHRWWTP
currently operates between 80-90% of rated capacity. However, since the plant
upgrade is nearly completed then additional capacity would soon become available
by the Summer of 2007. Once the NHRWWTP has completed the upgrade then the
additional capacity must be shared between Harnett County, the Towns of Lillington,
Fuquay Varina. Buies Creek. Erwin and Angier. The NHRWWTP should be able to
treat the projected flow of approximately 67,320 gpd for Phase 1 of the Vandercroft
subdivision at this time. Once the NHRWWTP upgrade is completed then the plant
should be able to treat the projected flow of 47.160 gpd from Phases 2 & 3 of the
Vandercroft subdivision.
E o-rg roots
www.hamett.org
Ecn 1-_
Aes Dua:ar, Strut
L,11:rgr7- '•JC Z7346.11'3
ph 9" 3-Y'3-75 5
fax 9;1-332-6E43

The Town of Lillington must evaluate the existing infrastructure for its ability to
accommodate the projected flow through their wastewater collection system.
However, if the Town of Lillington can handle the transmission of the wastewater
flow, then Harnett County should be able to treat the wastewater if the project is
developed in phases as outlined above.
While the proposed subdivision is located within the South Central Water & Sewer
District, the sewer service will be provided to this project by the Metro Water and
Sewer District, a district of Harnett County Department of Public Utilities.
Wastewater will be treated at the North Harnett Regional Wastewater Treatment
Plant in Lillington, North Carolina in accordance to all State Health Agencies.
if you should have any additional questions or request, please do not hesitate to
contact me.
Yours truly.
Public Utilities
RMT./trp
cc: Tim Payseur - Senior Engineering Technician
Glenn McFadden - Distribution and Collections Superintendent
Tommy Burns - Town Manager, Lillington
File Copy
c:'tinsoffice\w inword'ksubdvsns`Lillington\Vandercroft-o4202007.doc

Enoch Engineers, P.A.
1403 Hwy 50 South
Benson, NC 27504
Phone [phone] Fax [phone]
*****************************************************************
LHI /tR OF TRANSMITTAL
***********************************************************************
DATE: April 23, 2007 FROM: Joe Godwin Sr
TO: NCDENR
Division of Water Quality
225 Green St., Suite 714
Fayetteville, NC 28301
RE: Vandercoft Farms Subdivision
EE Project #: 3074
NOTES:
To Whom It May Concern:
Enclosed is the Fast -Track Sewer Application Form and the $400.00 application fee for
Vandercroft Subdivision.
Sincerely,
»n.
Leanna Depew
Enoch Engineers, P.A.
Enclosures

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:
(to be completed by DWQ)
1. vwfl'r
la. Town of Lillington
Z Full Legal Name (company, municipality, HOA, utility, etc.)
0 1 b. Tommy Burns, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
Q lc. The legal entity who will own this system is:
■ Individual ■ Federal 0 Municipality ■ State/County ■ Private Partnership • Corporation ■ Other (specify):
1
0 Id. PO Box 296 le. Lillington
ZMailing Address City
— If. North Carolina 1g. 27546
Z State Zip Code
0 1 h. 910-893-2654 1 i. 1j.
Q Telephone Facsimile E-mail
0 2. Project (Facility) Information:
2a. Vandercroft Farms S/D 2b. Harnett
a Brief Project Name (permit will refer to this name) County Where Project is Located
a
< 3. Contact Person:
Q 3a. Elizabeth Rogers, Enoch Engineers, P A
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-894-7765 3c. [e-mail]
Phone Number E-mail
1. Project is • New 0 Modification (of an existing permit) If Modification, Permit No.: WQCS000297
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 0 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 111)
Z ■ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ■ Homeowner Assoc./Developer (Instruction IV)
0 ■ Selling units (lots, townhomes, etc. - go to Item B(2b))
1— 3. Harnett County Public Utilities
< Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
ce 4a. North Harnett Regional Treatment Plant 4b. NC 0021636
0 Name of WWTF WWTF Permit No.
LL 5a. Town of Lillington 15b. 8" ie Gravity Sc. WQCS00297
Z Owner of Downstream Sewer Receiving Sewer Size 'MI Force Main i Permit Number of Downstream Sewer (if known)
1— 6. The origin of this wastewater is (check all that apply):
E 0 Residential Subdivision • Car Wash
Ce ■ Apartments/Condominiums • Institution 100 % DomesticlCommercial
MI • Mobile Home Park • Hospital
a • School ■ Church % Industrial
❑ Restaurant
❑ Office
ursing home
❑ Other (specify):
% Other (specify):
7. Volume of wastewater to be allocated for this particular project: 67.320 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