WQ0034965_Sewer Extension_20100712

OF WATF9 State of North Carolina
DENRap"t of Environment and Natural Resources
c� Division of Water Quality
o JUL 12 2010 FAST -TRACK APPLICATION
DW (FTA 12/07 ver5)
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/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 13(13).
Separate applications should be made for non-contiauous 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.
FTA 12/07

® G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
.sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ 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(lb). 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. us/peres/Collecdon%20Systems/CollectionSystemsHome.html
or contact the Regional Office serving your county.
FT A 7 ) /n7

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:
(to be completed by DWQ) WIQ003�f L
1.
Owner/Permittee:
1 a.
Moore Count
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
1 b.
Dennis Brobst, Public Works Director
0
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):
O
1 d.
Post office Box 1927 1 e.
LL
-Carthage
Mailing Address City
Z
1f.
North Carolina 1g. 28327
Z
State Zip Code
O
1 h.
910-947-6315 1 i. 910-947-1992 1j. [e-mail]
QTelephone
Facsimile E-mail
V
2.
Proiect (Facility) Information:
,J
2a.
Little River Regional Lift Station Project 2b. Moore
0-
a'
Brief Project Name (permit will refer to this name) County Where Project is Located
Q
3.
Contact Person:
Q
3a.
William Grant, P.E.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
910-295-3159 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 Count
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
O
4a.
Moore County Water Pollution Control Plant 4b. NC 0037508
F'
Q
Name of WWTF WWTF Permit No.
5a.
Moore County 5b. 8" ® Gravity 5c. Unknown
Receiving Sewer Size ❑Force Main
Owner of Downstream Sewer ( Permit # of Downstream Sewer (Instruction E)
0
LIL
6.
The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Retail (Stores, shopping centers) 100 % Domestic/Commercial
® Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
® School ❑ Church
W
❑ Restaurant (RO: contact your Regional Office
❑ Nursing Home
a
Pretreatment staff)
❑ Office ❑ Other (specify):
m
% Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular project: 0 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) This Project will transfer currently treated flow from the Vass WWTF and Crystal Lake WWTF to an
existing lift station in Southern Pines, that flows to the Moore County WPCP in Addor to be treated.
17Te 17/A7

W
Z
H
0
0
0
H
Q
0
LL
Z
H
W
a
i 11
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).
The Vass WWTF has a current permitted capacity of 60,000 GPD and the Crystal Lake WWTF has a current permitted
capacity of 12,000 GPD. Both facilities will be removed from service upon completion of this project.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
8" 918 Gravity
12" 19 Gravity
8" 35,380 Force Main
3" 7,148 Force Main
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Pump Station Location ID VASS (self chosen - as shown on plans/map for
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
0.072
17
Pump Station Location ID US#1 INTERMEDIATE
1
8" 16,934
(self chosen - as shown on plans/map for
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
0.072 350@122
1
8° 1
Pump Station Location ID CRYSTAL LAKE (self chosen - as shown on plans/map for
Design Flow Operational Point Power Reliability Option
(MGD) GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
0.012
1
3" 7,148
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
FT 11m7

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
CO
Z
O
H
Q
U_
LL
H
W
U
LIE
u
Wetland/Stream Crossings - General Permit or 401 Certification? [:]Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan?
Stormwater?
® 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)
/, DENNIS BROBST , attest that this application for LITTLE RIVER REGIONAL LIFT STATION has been reviewed
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
pgapities up to $25,000 per violation.
1 a.
Signing Official Signature
617/ZO/U
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMI
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, WILLIAM GRANT, P.E. attest that this application for LITTLE RIVER REGIONAL LIFT STATION 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. 1 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 1 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 143-215.68, any person who k wi
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 miscue r
which may include a fine not to exceed $10, 000 as well as civil penalties up to $25, 000 per violatioN A r '
2a. WILLIAM B. GRANT
Professional Engineer Name
2b. McGill Associates
Engineering Firm
2c. 6 Regional Drive, Suite D
Mailing Address
2d. Pinehurst
City
2g. 910-2953159
Telephone
2h. 910-2953647
Facsimile
2e. NC 2f. 28374
State Zip
2i.
[e-mail]
0
SEAL 9r:
35411
G4am�;A
NC PE Seal, Signature & Date
r'Pn i)m7

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:��/
(to be completed by DWQ) w� R 0034 5
1.
Owner/Permittee:
1 a.
Moore Count
Full Legal Name (company, municipality, HOA, utility, etc.)
0
1b.
Dennis Brobst, Public Works Director
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
Q
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 1927 1 e. Carthage
LL
Mailing Address City
Z
1 f.
North Carolina 1 g. 28327
Z
State Zip Code
0
1 h.
910-947-6315 1 i. 910-947-1992 1j. dbrobst moorecount nc. ov
F"
Telephone Facsimile E-mail
ta.)
2.
Project (Facility) Information:
J
2a.
_Little River Regional Lift Station Project 2b. Moore
a
Brief Project Name (permit will refer to this name) County Where Project is Located
a
Q
3.
Contact Person:
Q
3a.
William Grant, P.E.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
910-295-3159 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 Count
ZZ
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Moore County Water Pollution Control Plant 4b. NC 0037508
QName
of WWTF WWTF Permit No.
5a.
Moore Count 5b. 8" ® Gravity 5c. Unknown
Owner of Downstream Sewer (Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
.•� BB&T 282603
ANKING
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P.O. BOX 905 66-112/531
r CARTHAGE, NC 28327
[phone] VOID AFTER 60 DAYS
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DATE CHECK NO. CHECK AMOUNT

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COUNTY OF MOORE • P.O. BOX 905 • CARTHAGE; NC 28327
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ABANDONMENT OF
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PROPOSED 8" FORCE MAIN
FROM VASS LIFT STATION �=
TO INTERMEDIATE LIFT
STATION
PROPOSED INTERMEDIATE
LIFT STATION
PROPOSED 8" FORCE MAIN
EXISTING LIFT -
".j = FROM INTERMEDIATE LIFT
STATION NOA / STATION TO LIFT STATION NO. 4
IN SOUTHERN PINES
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TOPO QUAD MAP �MCGll
LITTLE RIVER REGIONAL LIFT STATION PROJECT ENGI NEE$ASSOCIATES
IINNG P L AANN IN G- F I N A N CE
FIRM NUMBER C-0459

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FORM WSCAS-12/07 0�0� W AT FRQ�
WATERSHED CLASSIFICATION ATTACHMENT >
o <
FOR SEWER SYSTEMS
Applicant Name
Project Name
Moore County
Little River Regional Lift Station Project
Professional Engineer Name
Engineering Firm Name
William B. Grant P.E.
McGill Associates
Location
ID'
Name of Waterbod Y2
County
River
Basin
Waterbody Stream
Index No.
Waterbody
Classification
#1
Little River
Moore
Cape Fear
18-23-(10.7)
WS-III;HQW
#2
Mill Creek
Moore
Cape Fear
18-23-11-(2)
WS-III,B,HQW
#3
LIT to Crystal Lake
Moore
Cape Fear
18-23-11-(2)
WS-III,B,HQW
#4
LIT to McDeeds Creek
Moore
Cape Fear
18-23-11-4
WS-III,B,HQW
#5
Little River
Moore
Cape Fear
18-23-(10.3)
WS-III;HQW, CA
' See attached map for locations.
2 If unnamed, indicate "unnamed tributary to X", where X is the named waterbody to which the unnamed tributary joins.
I certify that as a Registered Professional Engineer in the State of
North Carolina that I 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 ***
FORM: WSCAS-12/07 Page 1 of 1

pENR-FRO
oa0F W ATFRJUL 2 2010 State of North Carolina
QG
Department of Environment and Natural Resources
c_n 1DW0 Division of Water Quality
o 'c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Moore County
Project Name for which flow is being requested: Little River Regional Lift Station Project
More 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 of the wastewater treatment plant.
a. WWTP Facility Name: Moore County Water Pollution Control Plant
b. WWTP Facility Permit #: NC 0037508
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
All flows are in MGD
6.70
1.724129
4,29
6.072
6, 6AZ.
10. 7
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
-S;n 46gm (mg, -k- 4 5 mC, D D. 7z m GI D
III. Certification Statement:
I, Dennis Brobst, 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.-
//.�-� 6�ii4 air
Signing Official Signature Date

M c
A S S O C I A T E S
9 July 2010
North Carolina Division of Water Quality
225 Green Street, Suite 714
Fayetteville, North Carolina 28301-5043
Dear Madam or Sir:
DENR-FRO
JUL 12 2010
DWQ
RE: Little River Regional Lift Station Project
Moore County, North Carolina
Please find enclosed for your review and approval one (1) original and one (1) copy of the
Fast -Track Application form for the proposed pump stations, force mains, gravity sewer lines and
related appurtenances to be installed on the above referenced project. Please also find enclosed a
check in the amount of $480.00 to cover the application fee.
The project includes the installation of three (3) wastewater pump stations with capacities
ranging from 50 gpm to 350 gpm; approximately 35,380 linear feet of 8-inch diameter force
main; 7,148 linear feet of 3-inch diameter force main; 918 linear feet of 8-inch gravity sewer
lines; and, nineteen (19) linear feet of 12-inch gravity sewer lines with related appurtenances.
The proposed project will convey wastewater from the Vass -Lakeview area to the existing
Southern Pines Station #4 for transfer to Moore County's WPCF in Addor. The project will
allow for the closure of the Vass and Crystal Lake Wastewater Treatment Plants. The project has
been designed in accordance with NCDWQ's minimum design criteria for gravity sewer lines.
If you have any questions or require additional information regarding this application,
please feel free to contact me at 910-295-3159.
Sincerely,
McGILL CIATES, P.A.
Will B. G ant, PE
Project Manager
Enclosures
10.04000/1004000.070910 NCDWQ Submittal.doc
E n g i n e e r i n g 9 P l a n n i n g 9 F i n a n c e
McGill Associates, P.A. - 6 Regional Drive, Suite D, Pinehurst, NC 28374
910-295-3159 - Fax: [phone]

Allen, trent
From: Ogallo, Toya
Sent: Wednesday, August 25, 2010 10:43 AM
To: [e-mail]
Cc: Allen, Trent; 'Brobst, Dennis'
Subject: RE: Little River Regional Lift Station project
Thanks Mike,
Based on that information, I don't have any concerns about this project causing Moore County to exceed the IBT
thresholds. Therefore I have no objection to this project. However, as we discussed on the phone, the County water
systems will need to submit additional documentation when they update their Local Water Supply Plans (LWSP) next
year. The following chart describes the level of documentation that is required in the plan. From what you have
described, it sounds like they will need to submit updated water balance tables. The tables (and instructions) can be
found on our website here:
http://www.ncwater.orp/Water Supply Plannin-g/Local Water Supply Plan/docs/ibt worksheets.pdf
Estimated "Max -Day" Surface Water
Transfers
Documentation Required
< 100,000 gpd
Estimate transfer volumes and acknowledge in
LWSP.
100,000 gpd to 1.0 MGD
Submit water balance tables (Average Day and
Maximum Day).
Submit Grandfathered IBT worksheet and
> 1.0 MGD
water balance tables (Average Day and
Maximum Day).
Thanks,
Toya
Please note that my email address has changed to toya.f.ogalloQ_ncdenr.aov
Toya F. Ogallo
Environmental Engineer
River Basin Management Section
Division of Water Resources
Phone: [phone]
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Mike Apke [mailto:[e-mail]]
Sent: Monday, August 23, 2010 10:33 AM
To: Ogallo, Toya
Cc: Allen, Trent; 'Brobst, Dennis'
Subject: Little River Regional Lift Station project

Ms. Ogallo:
Thank you again for your time on the telephone recently to discuss the Little River Regional Lift Station project in Moore
County. As we discussed, McGill Associates has completed design plans to eliminate two (2) existing wastewater
treatment plants in the Cape Fear River Basin (the 60,000 GPD Vass WWTP and the 12,000 GPD Crystal Lake WWTP)
and pump the wastewater to Southern Pines, where it will ultimately be treated in the Lumber River Basin at the regional
6.7 MGD Moore County Water Pollution Control Facility in the Addor community. Moore County and McGill Associates
are aware that this results in an inter -basin transfer, and that a certificate is needed when cumulative transfers exceed 2.0
MGD.
Current average daily flows being treated at the Vass and Crystal Lake WWTPs combine to be approximately 34,500
GPD, and McGill Associates projects 20-year flows tributary to the new lift stations to be 110,000 GPD. In addition,
Moore County currently has the capability to transfer potable water from the Cape Fear Basin to the Lumber River Basin
using a water booster station that transfers water treated in Harnett County to the Village of Pinehurst. This station is
designed to pump approximately 1 MGD. Adding the design capacity of the booster station (1 MGD) to the 20-year
projected flows for the Little River Regional Lift Station project (0.11 MGD) results in a total potential flow transfer from the
Cape Fear Basin to the Lumber River Basin of 1.11 MGD or 55.5% of the trigger for an IBT certificate.
Based on this data, McGill Associates and Moore County respectfully request that NCDW R allow the Fast Track
Application that was submitted to NCDWQ for this project to be approved. Moore County is aware of the need to obtain
an IBT certificate prior to transferring more than 2 MGD, and will continue to monitor their existing flows and transfers
closely in the future. Should you have any questions or require any additional information regarding this e-mail, please do
not hesitate to contact me.
Sincerely,
Mike Apke, P.E.
McGill Associates
6 Regional Drive, Suite D
Pinehurst, NC 28374
910.295.3159 office
910.295.3647 fax
Om 0
CGRI
A S S O C I A T E S
ENGINEERING�PLANNING-FINANCE

Allen, Trent
From: Mike Apke [[e-mail]]
Sent: Wednesday, August 25, 2010 10:48 AM
To: Ogallo, Toya
Cc: Allen, Trent; 'Brobst, Dennis'
Subject: RE: Little River Regional Lift Station project
Thanks for the response Toya. I appreciate your input.
Trent — can we get the Fast Track permit approved and sent back to us ASAP? We need to submit copies of all final
permits to the Clean Water Management Trust fund very soon.
Mike Apke, P.E.
McGill Associates
6 Regional Drive, Suite D
Pinehurst, NC 28374
910.295.3159 office
910.295.3647 fax
gMcGM
ENGINLERING,PLANNING FINANCU
From: Ogallo, Toya [mailto:[e-mail]]
Sent: Wednesday, August 25, 2010 10:43 AM
To: [e-mail]
Cc: Allen, Trent; 'Brobst, Dennis'
Subject: RE: Little River Regional Lift Station project
Thanks Mike,
Based on that information, I don't have any concerns about this project causing Moore County to exceed the IBT
thresholds. Therefore I have no objection to this project. However, as we discussed on the phone, the County water
systems will need to submit additional documentation when they update their Local Water Supply Plans (LWSP) next
year. The following chart describes the level of documentation that is required in the plan. From what you have
described, it sounds like they will need to submit updated water balance tables. The tables (and instructions) can be
found on our website here:
http://www.ncwater.org/Water Supply Planning/Local Water Supply Plan/docs/ibt worksheets.pdf
Estimated "Max -Day" Surface Water
Transfers
Documentation Required
< 100,000 gpd
Estimate transfer volumes and acknowledge in
LWSP.
100,000 gpd to 1.0 MGD
Submit water balance tables (Average Day and
Maximum Day).
Submit Grandfathered IBT worksheet and
> 1.0 MGD
water balance tables (Average Day and
Maximum Day).

Thanks,
Toya
Please note that my email address has changed to toya.f.ogallo(cDncdenr.gov
Toya F. Ogallo
Environmental Engineer
River Basin Management Section
Division of Water Resources
Phone: [phone]
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
From: Mike Apke[ma i Ito: mike.a pke@mcgi I leng ineers.com]
Sent: Monday, August 23, 2010 10:33 AM
To: Ogallo, Toya
Cc: Allen, Trent; 'Brobst, Dennis'
Subject: Little River Regional Lift Station project
Ms. Ogallo:
Thank you again for your time on the telephone recently to discuss the Little River Regional Lift Station project in Moore
County. As we discussed, McGill Associates has completed design plans to eliminate two (2) existing wastewater
treatment plants in the Cape Fear River Basin (the 60,000 GPD Vass WWTP and the 12,000 GPD Crystal Lake WWTP)
and pump the wastewater to Southern Pines, where it will ultimately be treated in the Lumber River Basin at the regional
6.7 MGD Moore County Water Pollution Control Facility in the Addor community. Moore County and McGill Associates
are aware that this results in an inter -basin transfer, and that a certificate is needed when cumulative transfers exceed 2.0
MGD.
Current average daily flows being treated at the Vass and Crystal Lake WWTPs combine to be approximately 34,500
GPD, and McGill Associates projects 20-year flows tributary to the new lift stations to be 110,000 GPD. In addition,
Moore County currently has the capability to transfer potable water from the Cape Fear Basin to the Lumber River Basin
using a water booster station that transfers water treated in Harnett County to the Village of Pinehurst. This station is
designed to pump approximately 1 MGD. Adding the design capacity of the booster station (1 MGD) to the 20-year
projected flows for the Little River Regional Lift Station project (0.11 MGD) results in a total potential flow transfer from the
Cape Fear Basin to the Lumber River Basin of 1.11 MGD or 55.5% of the trigger for an IBT certificate.
Based on this data, McGill Associates and Moore County respectfully request that NCDWR allow the Fast Track
Application that was submitted to NCDWQ for this project to be approved. Moore County is aware of the need to obtain
an IBT certificate prior to transferring more than 2 MGD, and will continue to monitor their existing flows and transfers
closely in the future. Should you have any questions or require any additional information regarding this e-mail, please do
not hesitate to contact me.
Sincerely,
Mike Apke, P.E.
McGill Associates
6 Regional Drive, Suite D
Pinehurst, NC 28374
910.295.3159 office
910.295.3647 fax