WQ0034423_Application (FTSE)_20091026

\AI A 1'F State of North Carolina
ROG Department of Environment and Natural Resources
7 Division of Water Quality
FAST -TRACK APPLICATION
(FTA 12/07ver2 )
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/percs/Collection%20Systems/Collection SystemApplications. 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.
❑ 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, to the best of their knowledge, 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 less
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.

El G. Stream Classifications — Watershed Classification Attachment (Form WACAS-12/07) If any portion of the
project boundary is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
must be completed.
❑ 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, Hamett, 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, Onslow, 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:i/h20.enr.state.nc.usiperesi
or contact the Regional Office serving your county.

Z
0
F—
a
0
LL
Z
Z
0
F—
a
()
a
a
Z
0
F—
a
0
LL
Z
F—
W
a
USE THE TAB Ev 10 MOW— 10-1 0M i lF! 41 f () F u—s ; ..
Application Number. vV Q D
(to be completed by DWQ) (a( l/ 3 � pa 3
1. Owner/Permittee:
1 a. Hamett County Department of Public Utilities — Metro Water & Sewer District
Full Legal Name (company, municipality, HOA, utility, etc.)
lb. Rodney M. Tart, Director of Public Utilities
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1c. The legal entity who will own this system is:
❑ Individual ❑ Federal 0 Municipality ® State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
ld. POBox1119
Mailing Address City
1 f. NC lg. 27546
State
lh. 910-893-7575 1 i. 910-893-6642
Telephone Facsimile
2. Proiect (Facility) Information:
2a. Keith Hills — Tract "A'
Brief Project Name (permit will refer to this name)
3. Contact Person:
3a. E. Leo Green , III P.E., P.L.S.
Zip Code
1 j. rtart©hamett.org
E-mail
2b. Hamett
County Where Project is Located
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. elg3@green eng.com
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ® Public (skip to Item 8(3))
2a. If private, applicant will be:
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one)
❑ 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))
1 e. Lillington
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
3. Hamett County Department of Public Utilities — Metro Water & Sewer District
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. North Hamett Regional WWTP 4b. NC0021636
Name of WWTF VVVVTF Permit No.
55a. HCDPU 1&6. 8" & 1 Gravity ® Gravity 5c. W00020342 & W00028647
6'36' Force Main ❑Force Main
Owner of Downstream Sewer Receiving Sewer Size Permit # of Downstream Sewer (Instruction E)
6. The origin of this wastewater is (check all that apply):
0 Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
100
Domestic/Commercial
% Industrial (attach
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: gallons per day
*Do not include future flows or previously permitted allocations
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No. 13,680
O Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
® Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office

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).
38 Lots x 360 GPD/Lot = 13,680 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8-Inch
Length (feet)
2,064
New Gravity or Additional
Force Main
Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Operational Point
Z (MGD) GPM @TDH
O
Power Reliability Option
1 - permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Z
0
QPump Station Location ID (self chosen - as shown on plans/map for reference)
2 Design Flow Oerational Point Power Reliability Option
p
(MGD) GPM �TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
O 2 - portable generator w/MTS
L
Z
H
EtPump Station Location ID (self chosen - as shown on plans/map for reference)
W
a Design Flow Power Reliability Option
(MGD) Operational Point 1 - permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH
m 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 NC0031470
(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

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ N/A
❑ N/A
❑ 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
1a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Rodney M. Tart, attest that this application for Keith Hills Tract A 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 in ..e • fine not to exceed $10,000 as well as civil penalties up to $25,000 per
violation.
Signing Officia - ur
/o�i D,
ate
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Cl) TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
0
Q 2.
V
H
W
V
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, , P.E. attest that this application for Keith Hills Tract A 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. E. Leo Green III, P.E., P.L.S.
Professional Engineer Name
2b.
2c.
2d.
2g.
Green Engineering, P.P.L.C.
Engineering Firm
303 N. Goldsboro Street, PO Box 609
Mailing Address
Wilson 2e. NC I2f. 27893
City State Zip
[phone] 12h. [phone] 12i. elg3©greeneng.com
Telephone Facsimile 1 E-mail
NC PE Seal, Signature & Date
FTA12/07_ver2

PAY
(tApplication
completed by DWQ) v v c O D �'? ✓
o be
1. Owner/Permittee:
la. Hamett County Department of Public Utilities - Metro Water & Sewer District
Full Legal Name (company, municipality, HOA, utility, etc.)
i•-
▪ lc. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ® State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
p ld. P O Box 1119 le. Lillington
O lb. Rodney M. Tart, Director of Public Utilities
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
LL. Mailing Address City
1f. NC lg. 27546
Z State Zip Code
2 lh. 910-893-7575 1 i. 910-893-6642 1 j. [e-mail]
QTelephone Facsimile E-mail
V 2. Proiect (Facility) Information:
J 2a. Keith Hills - Tract "A" 2b. Hamett
aBrief Project Name (permit will refer to this name) County Where Project is Located
Q 3. Contact Person:
Q 3a. E. Leo Green , III P.E., P.L.S.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 3c. elg3@green eng.com
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)) ❑ 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
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
❑ Public Utility (Instruction C)
❑ Homeowner Assoc./Developer (Instruction D)
3. Hamett County Department of Public Utilities - Metro Water & Sewer District
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
O 4a. North Hamett Regional WWTP 4b. NC0021636
1- Name of VWVfF VWVfF Permit No.
a 5b. 8" & 16" Gravity [2] Gravity
• 5a. HCDPU 16" & 36" Force Main El Force Main 5c. WQ0020342 & WQ0028647
QEt
Owner of Downstream Sewer Receiving Sewer Size Permit # of Downstream Sewer (Instruction E)
PENN WYNNE HOMES
P.O. BOX 240
WYNNEWOOD, PA 19096-0240
SOVEREIGN BANK
60-7269-2313
DATE AMOUNT
Sep. 18, 2008 ****$480.00
Four Hundred Eighty Dollars and 00 Cents.
TO THE
ORDER NC DENR
OF
k t- + A%t..L.s — Tit-Ac_T A."
ll'

•
Permit Number
Central Files: APS SWP
11 /04/09
Permit Tracking Slip
Program Category Status Project Type
Non -discharge Active New Project
Permit Type Fast Track Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer 1.00 Individual
Extensions
Primary Reviewer Permit Contact Affiliation
trent.allen
Coastal SW Rule
Permitted Flow
13680
Facility
Facility Name
Keith Hills - Tract "A"
Location Address
Owner
Major/Minor Region
Major Fayetteville
County
Harnett
Facility Contact Affiliation
Owner Name Owner Type
Harnett County Department of Public Utilities - Metro Water & Unknown
Sewer District
Owner Affiliation
Rodney M. Tart
Director
Director Of Public Utilities
Lillington
Dates/Events
NC 27546
Orig Issue
11/04/09
App Received
10/26/09
Draft Initiated
Scheduled
Issuance
Public Notice Iss - Effective Expiration
11/. '9 11/04/09
Regulated Activities Requested/Re - ved Events
Wastewater collection Additional information requested
Additional information received
Outfall NULL
Waterbody Name
Stream Index Number Current Class Subbasin

��1,4 State of North Carolina
PG Department of Environment and Natural Resources
7 Division of Water Quality
-< Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —05/07)
Project Applicant Name: Harnett County Department of Public Utilities
Project Name for which flow is being requested: Keith Hills - Tract "A"
Amount of flow requested for this project: 38 Lots x 360 GPD/Lot = 0.01368 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 5.6 MGD
Fuquay Varina Allocated Flow 2.60 MGD
Lillington Allocated Flow 1.20 MGD
Harnett County Allocated Flow 1.80 MGD
Angier Allocated Flow 1.08 MGD
d. Estimated obligated flow not yet tributary to the WWTP
FV Obligated Flow NYT
Lillington Obligated Flow NYT
HC Obligated Flow NYT
Angier Obligated Flow NYT (To Angier's WWTP)
e. WWTP facility's actual avg. flow
FV Actual Flow
Lillington Actual Flow
HC Actual Flow
Angier Actual Flow (To Angier's WWTP)
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
FV Actual Avg. + Obligated Flow
Lillington Actual Avg. + Obligated Flow
HC Actual Avg. + Obligated Flow + Request
Angier Actual Avg. + Obligated Flow
0.34848 MGD
0.159 MGD
0.18948 MGD
0.000 MGD
0.035 MGD *
2.10525 MGD
0.718 MGD
0.619 MGD
0.76825 MGD
0.335 MGD *
0.01368 MGD
2.45373 MGD
0.877 MGD
0.80848 MGD
0.76825 MGD
0.00 MGD *
h. Percent of permitted flow used 43.68% (Overall)
Fuquay Varina - (0.877 MGD / 2.6 MGD) 33.73%
Lillington — (0.80848 MGD / 1.2 MGD) 67.37%
HCDPU - (0.76825 MGD / 1.8 MGD) 42.68%
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
HCDPU Regional SLS # 120 13.0 MGD 1.48625 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 certification applies to those items listed above in Sections I and II for which I
am the responsible party. Si a I i of this form indicates acceptance of this wastewater flow.
Signing Official S'
ture
Remaining Capacity at WWTP facility
NHR WWTP
Fuquay Varina
Lillington
HCDPU
Angier
(5.6 MGD — 2.44648 MGD)
(2.6 MGD —
(1.2MGD —
(1.8 MGD —
(1.08MGD
0.877 MGD)
0.80848 MGD)
0.76825 MGD)
— 0.370 MGD)
ate
3.15352 MGD
1.723 MGD (66.27%)
0.39152 MGD (32.63%)
1.03175 MGD (57.32%)
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.

11,
Au i !'I
'
;\^, .I
vy �
I
I
=lifinett
Memorial Cem
7A
It
egg (BUNNLEVEL) 1 BUNNLEVEL 5 MI.
5254 !V SE ` FAYETTEVILLE 25 MI.
1000
SCALE 1:24000
0
2000
3000
4000
5000
�:�a. . • I( ti
De/ r •EIM
L' Dept'pns _ •K
ra ' O a. /!
e000
JF '
I;
1 a.
7000 FEET
1 MILE
47'30" fi1 702
US4s 'tL.1Lc'H/OW *
ZOo0_
F
Primary highway,
hard surface
•Yx r•'yi
• INTEHIOl11-GEOLOGICAL SURVEY. RESTON. YIRONNS_ t••• -'r - 3
703 7010100,E
ROAD CLASSIFICATION
Light -duty road, hard or
imoroved surface___
78°4

GREEN ENGINEERING, P.L.L.C.
Engineers/Planners/Surveyors
303 N. Goldsboro Street Post Office Box 609
Wilson, North Carolina 27893
Telephone [phone] Fax [phone]
TO State of North Carolina
Department of Environment and Natural Resou
Division of Water Quality
Fayetteville Regional Office
225 Green Street Suite 714
Fayettevill, NC 28301-5094
LETTER OF TRANSMITTAL
Date
10/23/2009
JOB NO.
07-032
Harnett County
ATTENTION
RE:
rces
Gravity Sewer Application
WE ARE SENDING YOU: ID Attached 0 Under separate cover via
ElShop Drawings �X Prints 0 Plans 0 Samples ❑ Specifications
0 Copy of letter ❑ Change order 0
the following items:
COPIES
DATE
I NO.
DESCRIPTION
1
10/23/2009
1
Application with original signature
1
10/23/2009
2
Copy of Application
2
10/23/2009
3
Form FTSE 10/07 (Original and Copy)
2
10/23/2009
4
Color Copy of USGS Map of site area
1
10/23/2009
5
Check for $480 Application Fee
THESE ARE TRANSMITTED as checked below:
�X For approval Approved as submitted Ei Approved as noted DResubmit _copies for approval DReturn _corrected prints
For your use DReview and comment 0As requested 0Submit_copies for distribution El Returned for corrections
0 OFOR BIDS DUE 0 PRINTS RETURNED AFTER
LOAN TO US
REMARKS:
COPY TO SIGNED
can P. Hein
If enclosures are not as noted, kindly notify us at once.