WQ0033759_Application (FTSE)_20090115

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
(to be completed by DWQ)
NFORMATION
1. Owner/Permittee:
la. Town of Lillington
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Tommy Bums, Town Manager
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (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):
ld. P.O. Box 296 le. Lillington
Mailing Address City
1f. North Carolina 1g. 27546
Z State Zip Code
O 1 h. 910-893-2654 1 i. N/A 1 j. [e-mail]
Q Telephone Facsimile E-mail
U 2. Project (Facility) Information:
J 2a. Fairview Manor Apartments 2b. Hamett
IZ Brief Project Name (permit will refer to this name) County Where Project is Located
IZ Q 3. Contact Person:
a3a. James F. Chandler, Jr., PE — Chandler Engineering, PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-552-4845 ext. 210 3c. [e-mail]
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. 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))
3. Town of Lillington
❑ 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 (VWVfF) Treating Wastewater From This Project
• 4a. North Hamett Regional Waste Water Treatment Plant 4b. NC 0021636
I— Name of WWTF VWVTF Permit No.
M5a. Town of Lillington 5b. 8-in ® Gravity 5c. Unknown
IX Owner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
O 6. The origin of this wastewater is (check all that apply):
LL
UNITED EQUITIES VI
P.O. BOX 6171
RALEIGH, NC 27628
NCDENR
BANK OF AMERICA
02992 NC
66-19-530
DATE
1/12/2009
AMOUNT
**480.00
PAY
Four Hundred Eighty and 00/100*******************************************************************************************
TO THE NCDENR
ORDER
OF
(
L4
1888

QF wA7-FR State of North Carolina
O��F' "moo pG Department of Environment and Natural Resources
Division of Water Quality
> COPY FAST -TRACK APPLICATION
(FTA 12/07 )
for GRAVITY SEWERS, PUMP STATIONS, AND 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/peres/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 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(13).
Separate applications should be made for non-contiguous 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.
El 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 lots (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 Tess 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

n. G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
- sewer systern project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
r, fir,- n_}eed to be completed. A variance must be requested for encroachment within reuuired
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting docurnentat.c n u ` ficatio, + c;
❑ 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, Onsiow, 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://www.ticcgl.fiet/Engineering/Sewer?A2/ Per"n I7tf s
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) WQ0033 7 59
Z
0
H
c
0
LL
Z
Z
0
f—
a
a
U_
J
Z
0
H
2
0
Z
H
2
W
f1.
m
1. Owner/Permittee:
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 2T .0106 (b) for authorized signing officials!)
lc. The legal entity who will own this system is:
0 Individual 0 Federal ® Municipality 0 State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
ld. P.O. Box 296 le. Lillington
Mailing Address City
1f. North Carolina lg. 27546
State Zip Code
1 h. 910-893-2654 1 i. N/A 1j. [e-mail]
Telephone
Facsimile E-mail
2. Project (Facility) Information:
2a. Fairview Manor Apartments 2b. Harnett
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. James F. Chandler, Jr., PE — Chandler Engineering, PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 919-552-4845 ext. 210 3c. [e-mail]
Phone Number E-mail
Project is ® New 0 Modification (of an existing permit) If Modification, Permit No.:
2. 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))
3. Town of Lillington
0 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)
Owner of Wastewater Treatment Facility (WVVfF) Treating Wastewater From This Project
4a. North Hamett Regional Waste Water Treatment Plant 4b. NC 0021636
Name of WWTF WWTF Permit No.
5a. Town of Lillington 5b. 8-in ® Gravity 5c. Unknown
Owner of Downstream Sewer Receiving Sewer Size 0 Force Main Permit # of Downstream Sewer (Instruction E)
6. The origin of this wastewater is (check all that apply):
O Residential Subdivision
Z Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
O Retail (Stores, shopping centers)
❑ Institution
O Hospital
❑ Church
O Nursing Home
0 Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 7,680
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
100 % Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
gallons per day
O Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
0 Flow has already been allocated in Permit No.
0 Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07

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).
(32) one or two bedroom units at 240 gal/bedroom = 7,680 gallons per day
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet)
8
New Gravity or Additional
Force Main
1410 New Gravity
Ci 11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
W
D Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
Design Flow Operational Point Power Reliability Option
Z (MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
O 2 - portable generator w/MTS
Z
0
1 Pump Station Location ID (self chosen - as shown on plans/map for reference)
2 Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
O 2 - portable generator w/MTS
LL
Z
H
• Pump Station Location ID (self chosen - as shown on plans/map for reference)
W
d Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
Cli GPM @TDH 2 - portable generator w/MTS
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 6,12 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?
Z
0
P.
U_
cc
W
U
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑Yes ❑ No ® N/A
® Yes ❑ No ❑ N/A
® Yes ❑ No ❑ N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] 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. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Tommy Bums , attest that this application for Fairview Manor Apartments 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 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.
1 a.
g(AAAA'61---
Sig"`ng Official S :nature
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, 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, James F. Chandler, Jr. , attest that this application for Fairview Manor Apartments 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 143-215.6B, 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.
2a. James F. Chandler, Jr., PE
Professional Engineer Name
2b. Chandler Engineering, PA
Engineering Firm
2c. 309 S. Fuquay Avenue
Mailing Address
2d. Fuquay-Varina
City
2e. NC
State
2f. 27526
Zip
2g. 919-552-4845 2h. 919-552-6962 2i. [e-mail]
Telephone Facsimile E-mail
4
i
till'ilP
0letareii4:471; ,
NC PE Seal, Signature & Date
0011111111,10 r�
��,�� (; erg.
16
0 settee,.
sn•
FTA 12/07

NV '
Ai 4' •�
•4 f
r•
.
i V 4
r i •;�
r•
f '�• r' Esc..`
- . t'. ./.% It -4 ------\..2
r {: i .. i f. a vtcn n.
Al! r '�!► r • i`t 'ail
` Olio%
r

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —05/07)
Project Applicant Name: Town of Lillington, NC - Public Works
Project Name for which flow is being requested: Fairview Manor Apartments
Amount of flow requested for this project: 7,680 GPD = 0.00768 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
5.6 MGD
2.60 MGD
1.20 MGD
1.80 MGD
1.08 MGD
d. Estimated obligated flow not yet tributary to the WWTP 0.467 MGD
FV Obligated Flow NYT 0.259 MGD
Lillington Obligated Flow NYT 0.142 MGD
HC Obligated Flow NYT 0.066 MGD
Angier Obligated Flow NYT (To Angier's WWTP) 0.035 MGD
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow (To Angier's WWTP)
1.967 MGD
0.732 MGD
0.659 MGD
0.576 MGD
0.335 MGD
f. Total flow for this specific request 0.00768 MGD
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow + Request
HC Actual Avg. + Obligated Flow
Angier Actual Avg. + Obligated Flow
2.44648 MGD
0.991 MGD
0.80868 MGD
0.6468 MGD
0.00 MGD *
h. Percent of permitted flow used 43.68% (Overall)
Fuquay Varina - (0.991 MGD / 2.6 MGD) 38.12%
Lillington — (0.801 MGD / 1.2 MGD) 73.90%
HCDPU - (0.576 MGD / 1.8 MGD) 35.93%
Angier — (0.370 MGD/ 1.08 MGD) 34.26% *

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
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 ' e - ification applies to those items listed above in Sections I and II for which I
am the responsibl=.yatty. Signature of this form indicates acceptance of this wastewater flow.
Signing I facial Signature
Remaining Capacity at WWTP facility
NHR WWTP
Fuquay Varina
Lillington
HCDPU
Angier
(5.6 MGD — 2.44648 MGD)
(2.6 MGD — 0.991 MGD)
(1.2 MGD — 0.80868 MGD)
(1.8 MGD — 0.6468 MGD)
(1.08MGD — 0.370 MGD)
�rF
3.15352 MGD
1.609 MGD (61.88%)
0.39132 MGD (32.61%)
1.1532 MGD (64.07%)
0.710 MGD (65.74%)
Note: The Town of Angier has not added any actual flow to the NHRWWTP at this time.
The Town of Angier will apply for the permits to extend gravity and force main sewer
to the North Harnett Regional WWTP before any flow will be added to the plant but,
the projected flows are being tracked for informational purposes at this time.

Action Id. SAW-2007-03757
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
County: Harnett Quad: Lillington
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Applicant: Mr. Fred Mills
Address: PO Box 6171
Raleigh, NC 27628
Telephone: [phone]
Decidegrees: N 35.39614 W-78.83159
Size and Location of Property (waterbody, Highway name/number, town, etc.): The protect area is located off of West
Old Road between SR.1291 and 14a Street, in Lillington, Harnett County, North Carolina.
Description of work: Construction of 7 buildings, parking areas and other attendant features associated with a
residential development known as Fairview Pointe.
Your work as described above does not require Department of the Army authorization for the following reason(s):
X There are no Jurisdictional waters or wetlands within the boundaries of the project as described
above.
The proposed project does not have a regulated impact on jurisdictional waters or wetlands.
The proposed project is exempt from Department of the Armyregulations.
Remarks: There are wetlands that may be subject to regulation under Section 404 of the Clean Water Act located
in the northern part of the property and outside of the described protect area. Those wetlands should be
identified and delineated prior to construction activities in those areas.
Any changes in the described work resulting in impacts to jurisdictional waters or wetlands or any new work in
jurisdictional waters or wetlands outside the area described above must be coordinated with the Corps of Engineers
prior to commencement. Please contact the Regulatory Official specified -below.
For any activity within the twenty coastal counties, before beginning work, you must contact the N.C. Division of
Coastal Management at telephone [phone] to discuss any required State permit authorization.
This .Department of the Army determination does not relieve the property owner of the responsibility to obtain any other
required Federal, State, or local approvals/permits.
Date: November 19, 2007
Corps Regulatory Official: Ronnie Smith 4 Telephone: [phone]
+SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORMS, PRUJEC .PLANS, ETC., MUST BE ATTACHED TO THE FILE
COPY OF THIS FORM, IF REQUIRED OR AVAILABLE. •
SAW Form 654
Copy Furnished:
Mr. Jay Keller
Keller Environmental, LLC
7921 Haymarket Lane
Raleigh, NC 27615

chandler engineering pa
309 S. Fuquay Avenue, Fuquay-Farina, NC 27526
Phone: [phone] Fax: [phone]
LETTER OF TRANSMITTAL
To:
January 14, 2009
Company: NCDENR — Division of Water Quality
Address: 225 Green Street, Suite 714
City, State Zip: Fayetteville, NC 28301
Phone: [phone]
Fax: [phone]
Method: Mail
Subject: Fairview Manor Apartments
❑ Prints ® Originals
❑ Reports ® Copy of Letter
❑ Specifications
❑ Calculations
Project Number: 08-030
• Applications
® Other: Fee
We are sending you the following items:
No. of Copies Description
1 Fast Track Application (Original)
1 Fast Track Application (Copy)
1 Flow Acceptance Letter
1 $480 Fee Check
1 USGS Quad Map
1 JD Letter from the USACE
Additional Remarks:
Please find attached a submittal package for the subject project. Fairview Manor is a proposed apartment
building with 32 residential units. A gravity system is proposed that will tie into an existing gravity
system located across the site. Although the Quad map shows potential environmental features, a
determination was made that these features do not exist. A copy of the JD letter is attached. If you have
any questions or need additional information, please feel free to contact me at [phone], extension
210.
Signed