WQ0034641_Sewer Extension_20100310

O� `NATFR State of North Carolina
r-partment of Environment and Natural Resources
`'" Division of Water Quality
p FAST -TRACK APPLICATION
DWO (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 13(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 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.
FTA12/07

® 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(1 b). 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
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
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, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at. http://h2o.enr.state.nc.uslperes/
or contact the Regional Office serving your county.
FTA12/07

Z
_O
F—
Q
O
LL
Z
Z
O
F-
L)
J
a
Q
E �4
_O
H
Q
O
LL
Z
H
LU
a
11
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number: (to be completed by DWQ) 14149 ,
1. Owner/Permittee:
................................................... ......... .. ....... ... ...
1 a. Town of Aberdeen
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. William R. Monroe. Public Works Director
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. Post Office Box 785 1 e. Aberdeen
Mailing Address City
_ ........ ......... ..........
1f. North Carolina 1g. 28315
State Zip Code
1 h. [phone] 1 i. [phone] 1j. [e-mail]
Telephone Facsimile E-mail
2. Project (Facility) Information:
....
2a. Midway Gardens 2b. Moore
Brief Project Name (permit will refer to this name) County Where Project is Located
_ _ ..........................
3. Contact Person:
_ ......... ......... ......... _.......
3a. Jarrod E. Hilliard, P.E., Project Manager - Hobbs, Upchurch & Associates, PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
33b. [phone] 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)) ❑ 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 C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) El Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
.....I'll ........... ....................... _ ...... ............ ... ............. _
3. Moore County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
..........
4a. Moore County WWTP 4b. NCO037508
Name of WWTF WWTF Permit No.
......... _a
5a. Town of Aberdeen 5b. 8-inch �Z Gravity 5c. Not Known
Owner of Downstream Sewer ;Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
_ ........i
6. The origin of this wastewater is (check all that apply):
i
® Residential Subdivision ElRetail (Stores, shopping centers) %Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
❑ School ❑ Church
[-I Restaurant El Nursing Home (RO: contact your Regional Office
❑ Office El Other (specify): ;Pretreatment staff)
% Other (specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 7,920 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.
❑ 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 13(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).
22 lots x 3 bedrooms per lot x 120 Gal/Day/Bedroom = 7,920 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
g 1,363 _ Gravity
i
........
I G 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
LU _
Pump Station Location ID (self chosen - as shown on plans/map for reference)
H' Design Flow Operational Point Power Reliability Option
Z (MGD) GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Z_
QPump Station Location ID (self chosen - as shown on plans/map for reference)
�. Design Flow Power Reliability Option
Operational Point
(MGD) GPM @TDH 1 - permanent generator w/ATS; Force Main Size Force Main Length
Q 2 - portable generator w/MTS
LL --
Z
F-
W
a
m
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 2"d treatment facility
(RO — if "yes" to 13,12 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
FTA12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
to
Z
O
H
Q
U_
LL
H
W
U
Al
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
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)
I, William R. Monroe, attest that this application for Midway Gardens 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.
1 a. 12//
Signing Official Signature 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, Jarrod E. Hilliard, P.E., attest that this application for Midway Gardens 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. Jarrod E. Hilliard, RE
Professional Engineer Name
222b. Hobbs, Upchurch & Associates, P.A.
Engineering Firm
2c. P.O. Box 1737
Mailing Address
2d. Southern Pines
City
2g. [phone] 2h
Telephone
[phone]
Facsimile
2e. NC 2f. 28388
State Zip
2i. [e-mail]
E-mail
��pq:o4ES 4-
Q. SEAL
03
i
/ 27 to
NC PE Seal, Signature & Date
FTA12/07

� Application Number:
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! PP p DO.3glo gI
I (to be completed by DWQ)
1. Owner/Permittee:
1 a. Town of Aberdeen
Full Legal Name (company, municipality, HOA, utility, etc.)
0 1b. William R. Monroe, Public Works Director
P Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
0 1 d. Post Office Box 785 1 e. Aberdeen
LL Mailing Address City
1f. North Carolina 1g. 28315
Z State Zip Code
0 1 h. [phone] 1 i. [phone] 1j. [e-mail]
QTelephone Facsimile E-mail
U 2. Project (Facility) Information:
J 2a. Midway Gardens 2b. Moore
a Brief Project Name (permit will refer to this name) County Where Project is Located
Q 3. Contact Person:
Q3a. Jarrod E. Hilliard, P.E., Project Manager - Hobbs, Upchurch 8 Associates, PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. [phone] 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)) ❑ 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 C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Moore County
Z Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Moore County WWTP 4b. NCO037508
QName of WWTF WWTF Permit No.
5a. Town of Aberdeen 5b. 8-inch ® Gravity 5c. Not Known
Owner of Downstream Sewer ',Receiving Sewer Size !❑ Force Main Permit # of Downstream Sewer (Instruction E)
haLe nil that annlvl'
B2177
HABITAT FOR HUMANITY OF THE NC SANDHILLS o�QT M4A"M'
2268 NC 5 HIGHWAY
ABERDEEN,NC 28315 66-112-531
1/27/2010 s
PAY
TO THE °
ORDER OF NCDENR
**480.00
m
Four Hundred Eighty and 00/100**********************************************•******.*.*******************.**.************
DOLLARS z
NCDENR N
8
MEMO'I
(RF) Midway Land Quality (Sewer) AUTHOR ZED SIGNATURE
II40000 2 1

HABITAT FOR HUMANITY OF THE NC SANDHILLS
I--
003`f�
_._ 2177
BB&T
NORTH CAROLINA
2268 NC 5 HI 66-112-531
ABERDEEN, NC 28315 1 /27/2010 B
0
PAY o
TO THE $ **480.00
ORDER OF NCDENR
DOLLARS
Four Hundred Eighty and 00Z
N
NCDENR 8
AUTHORIZED SIGNATURE
MEMO
(RF) Midway Land Quality (Sewer)
1160000

01-27-'10 10;03 FRW-
T-477 P003/003 F-336
Project Applicant Name:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Name for which flow is being requested:
Afore than one FTSE-10107 may be required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner ojf�the wastewater treatme zt plant
a. WWTP Facility Name: MDOQE � p� A 0Q fwl1 ,t.
b. WWTP Facility Permit #: Mc 00 3 7 5O 8
All flows are in MGD
c. WWTP facility's permitted flow 4p, 7
d. Estimated obligated flow not yet tributary to the WWTP t . Q 1517
e. WWTP facility's actual avg. flow L4. Z 8
f. Total flow for this specific request ©. 0074L
g. Total actual and obligated flows to the facility S7. ql It 8 S
h. Percent of permitted flow used g �t
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.
(Finn/Design) Daily Plow, MGD
111. Certification Statement:
I, - —I-VvMI Byo� , certify that, to the best of my knowledge, 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 is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and II for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow`������
Signing Official &gnature
Date

UNITED STATES
�i. DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY _
UNITED STATES
DEPARTMENT OF THF. ARMY
I.— — FNG NEERS
:r
M�appeJ by tM Army Map Service } SCALE 1:74M ., r
P MisNetl far civil uu ey me G—gical Survey
:AJ ey USGS, NO-- ene USCL
apya� W 1✓nkP,mmer�c mmm� rvwx wwl vruma"om � �
hn�meb. rtvWgwl,mnrxrt m,rNm la _
alnpxs •r �Ir95r5 1 1 nbw YaAieyKRTxaAP WEcs
r .rary Mhrmp Wm Nulx Csahn �� Nunx mrxn Nu uwnk �nMrwrs
IRM rxrs 'g—ev u. sootocicai swvcr
Ilam,bnareA wino++ay ennea Dram mM'� a Mt'40.CWOa.tW MlI�, OF aFITON,—.1.1AIENI
i . mhrwwm,n arlE.O am fnaxn finnan, l.w•�n o.ryn mo+.+dW .wnwhn?n'r'w •wuiFx xacnrahO raFWnu+lc hub ,np sv,wuE rsxruuuf ox ra:Wfm
4u M,+h lnnobnro wrinin me munay.a � �thvrr �n enAlu_s�w:�>'.,hJrw�r.
ar m, xapma�w5uh rnwrmr.romrm mN mu > t�rx �iohlh�n ��litle�:naan rs..
Me,aeH ! aanv
SOUTHERN PINES QUADRANGLE
NORTH CAROLINA—MOORE CO.
7.5 MINUTE SERIES (TOPOGRAPH ICI ,,;0
..,. FapTwMr II W,waM �.•azA5^ICC1
M�appeJ by tM Army Map Service } SCALE 1:74M ., r
P MisNetl far civil uu ey me G—gical Survey
:AJ ey USGS, NO-- ene USCL
apya� W 1✓nkP,mmer�c mmm� rvwx wwl vruma"om � �
hn�meb. rtvWgwl,mnrxrt m,rNm la _
alnpxs •r �Ir95r5 1 1 nbw YaAieyKRTxaAP WEcs
r .rary Mhrmp Wm Nulx Csahn �� Nunx mrxn Nu uwnk �nMrwrs
IRM rxrs 'g—ev u. sootocicai swvcr
Ilam,bnareA wino++ay ennea Dram mM'� a Mt'40.CWOa.tW MlI�, OF aFITON,—.1.1AIENI
i . mhrwwm,n arlE.O am fnaxn finnan, l.w•�n o.ryn mo+.+dW .wnwhn?n'r'w •wuiFx xacnrahO raFWnu+lc hub ,np sv,wuE rsxruuuf ox ra:Wfm
4u M,+h lnnobnro wrinin me munay.a � �thvrr �n enAlu_s�w:�>'.,hJrw�r.
ar m, xapma�w5uh rnwrmr.romrm mN mu > t�rx �iohlh�n ��litle�:naan rs..
Me,aeH ! aanv
SOUTHERN PINES QUADRANGLE
NORTH CAROLINA—MOORE CO.
7.5 MINUTE SERIES (TOPOGRAPH ICI ,,;0
..,. FapTwMr II W,waM �.•azA5^ICC1
1
1.�
7.
�. 17
a�
ROAD C—FICAIION
Heerydiry �— �piwoh __�
Omm—Cin......-..
OS Rook
Cr�'a i/
Peae'INh rwN'r
Innwr
SOUTHERN PINES. N. C.
.. aw>9Ja if elf I
rm.tl A,rxo„. wbllsarNl rnlF Fe,l'�%W

FORM WSCAS-12/07
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name
Project Name
Town of Aberdeen
Midway Gardens
Professional Engineer Name
Engineering Firm Name
Jarrod E. Hilliard, P.E.
Hobbs, Upchurch & Associates, PA
Location
ID
Name of Waterbody'
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
Clouded
Red
UT to Aberdeen Creek
Moore
Lumber
14-2-11-(1)
C
' If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
/ certify that as a Registered Professional Engineer in the State of
North Carolina that l have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
*** END OF FORM WSCAS-12/07 ***
Vim// • �_
;•ate SEAL
/ E.11i1\
l./
/--2 7-/a
FORM: WSCAS-12/07 Page 1 of 1

North Carolina Waterbodies Listed by County
Note: Waterbodies are listed in more than one county if they cross county lines.
Report Date: 08/18/07
Records Found: 135
Search Parameters:
County:
Moore
Class:
SpDes:
Name:
Index#:
%
Name of Stream Description Curr. Class Date Basin Stream Index #
.er,
ROF
Drowning Creek
From source to Naked
WS-II;Sw,HQW
08/03/92 Lumber 14-2-(1)
Creek
Drowning Creek
From a point 0.4 mile
C;Sw,HQW
08/03/92 Lumber 14-2-(10.5)
upstream of U.S. Hwy.
1 to Lumber River
Drowning Creek
From Naked Creek to
WS-II;Sw,HQW
08/03/92 Lumber 14-2-(6.5)
Horse Creek
Drowning Creek
From Horse Creek to a
WS-II;Sw,HQW,CA
08/03/92 Lumber 14-2-(9)
point 0.4 mile
upstream of U.S. Hwy.
1 (Town of Southern
Pines water supply
intake)
Horse Creek
From source to
WS-II;HQW
(Pinehurst Lake)
Drowning Creek
Deep Creek
From source to a point
WS-II,B;HQW
3,500 feet upstream
from Moore County SR
1122
Deep Creek
From a point 3,500
WS-II;HQW
feet upstream from
Moore County SR 1122
to Horse Creek
Sandy Run
From source to Deep
WS-II;HQW
Creek
Rays Big Branch
From source to Deep
WS-II;HQW
Creek
Aberdeen Creek
From source (at dam at
C
Watsons Lake) to
backwaters of Pages
Lake (Aberdeen Lake)
at normal lake
elevation
Aberdeen Creek From backwaters of B
[Pages Lake Pages Lake (Aberdeen
(Aberdeen Lake)] Lake) at normal lake
elevation to dam of
Pages Lake (Aberdeen
Lake)
08/03/92 Lumber 14-2-10
08/03/92 Lumber 14-2-10-1-(1)
08/03/92 Lumber 14-2-10-1-(2)
08/03/92
Lumber
14-2-10-1-3
08/03/92
Lumber
14-2-10-1-4
08/03/92
Lumber
14-2-11-(1)
12/01/63 Lumber 14-2-11-(5)
Aberdeen Creek From dam at Pages Lake C 09/01/74 Lumber 14-2-11-(6)
(Aberdeen Lake) to
Drowning Creek
Watsons Lake Entire lake B 12/01/63 Lumber 14-2-11-2
Page 1 of 7

'01-27-'10 10:03 FP.OM-
T-477 P002/003 F-336
P. o. 980X 1g27
Carthage, North Carodna
January 26, 2010
Count of 'Aloore
Publ -works
www.rnoorecountyne.gov
*a
� e#E
�ANo1STN
Mr.:l'arrod E. Hilliard, E.Y.
Hobbs Upchurch & Associates, P.A.
P O Box 1737
Southern Pines, NC 28388
Dear Mr. Hilliard:
RE: Flow Acceptance letter for Midway Habitat, Aberdeen, NC.
HUA No. AB 1001
�rnJ947 6315 (Tp6ephone)
(910).947 -1992 (,Tacsintzle)
The Moore County Water Pollution Control Facility, NPDES # NC 0037508, presently
has sufficient capacity available to conditionally accept up to 7,920 gallons per day from
the above referenced project. This letter does not reflect the capacity of the immediate
collection system owned and operated by the Town of Aberdeen.
This project will be required to comply with all specifications and requirements of the
Town of Aberdeen, NC. and AWWA Standards.
Upon completion of the referenced project, the applicant's engineer is to provide our
office with the following items:
1. Certification of Completion.
2. Complete set of As -Built drawings.
If you have any questions or comments please call me at [phone].
Property Management Public Utilities Solid Waste Wastewater Treatment Plant
Ph - [phone] Ph - [phone] Ph - [phone] Ph - [phone]
Fax - [phone] Fax - [phone] Fax - [phone] Fax - [phone]

Hobbs, Upchurch & Associates, P.A.
Consulting Engineers
141 300 S.W. Broad Street • Southern Pines, NC 28388
March 9, 2010
Mr. Trent Allen
Division of Water Quality
225 Green Street Suite 714
Fayetteville, North Carolina 28301
Re: Midway Gardens
Town of Aberdeen, NC
Fast -Track Application
HUA No.: A131001.300
Dear Mr. Allen:
DEN R-
VAR
Jim
On behalf of Habitat for Humanity of the Sandhills, and the Town of Aberdeen, please find
enclosed the following:
1. One original and one copy of the executed Fast -Track application
2. A check in the amount of $480
3. Flow Tracking/Acceptance form
4. A portion of a USGS Topographic map indicating location of the project
This project includes installation of 8" gravity sewer main to serve a proposed 22-lot residential
development in Aberdeen, NC. If you have any questions, or require any additional information,
please contact me at this office.
Sincerely,
HOBBS, UPCHU A OCIATES, P.A.
Jarrod E. Hilliard, P.E.
Project Manager
Enclosures: (As noted above)
Cc: File
Southern Pines, NC . Telephone [phone] . Fax [phone] . email: [e-mail]
Myrtle Beach . Nags Head . Raleigh . Charlotte . Beaufort