WQ0034589_Sewer Extension_20100129

RECEIVED
JM292N
ON-FAYETTEVILLE
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
(FTA 12/07 ver5)
7ITY SEWERS, PUMP STATIONS, AND FORCE MAINS
& 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.
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(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://h 2o. enr.sta te. nc. uslp eres/Collection %2OS ystemsICollectionSystemsHome. h tml
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)
f.
Owner/Permittee:
}
1 a.
Town of Southern Pines
Full Legal Name (company, municipality, HOA, utility, etc.)
1b.
— — -- _ —
Brenton S.Lok am , P.E. —Town Engineer
—
Signlng Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
.........
Q 7 1 c.
!
The legal entity who will own this system is: !
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation,❑ Other (specify):
...
1 d.
140 Memorial. Park 1 e. Southern Pines
LL
F
Mailing Address City
...
1f
... ...... ....... _
North Carolina 1g 28387
Zip Code
OState
,,,•,
1 h.
910-692-1983 1 i. 910-692-1085 1 j. [e-mail]
"
Telephone Facsimile E-mail
... C
2
Protect (Facility) Information:
2a.
Mill Creek Village 2b. Moore
Brief Project Name (permit will refer to this name) County Where Project is Located
CL
3
Contact Person _
_._ _ _— -
"
3a.
Gene Hinkle, P.E. — Commercial Site Solutions, Inc
��._
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
864-855-5200 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.
2b. If sold, facilities owned b a must choose one
If private, applicant will be: Y
i
❑ Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction C)
j
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑Homeowner Assoc./Developer (Instruction D)
El 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
Moore County Water Pollution Control Plant 4b. NC 0037508
-----......-----.._..........--.
Name of WWTF WWTF Permit No.
..... _.............. _............ _............... ..... ......_................................_._................................. -- _y........................... _._. _ .............
5a.
Town of Southern Pines 5b 8' ;® Gravit 5c. C
Owner of Downstream Sewer !Receiving Sewer Size ❑ Force Main Permit # of Downstream Sewer (Instruction E)
— —
The origin of this wastewater is (check all that apply): ......
F—
ElResidential Subdivision ElRetail (Stores, shopping centers) % Domestic/Commercial
•
❑ Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
W
, ,
El School El Church (RO: contact your Regional Office
❑ Restaurant ❑ Nursing Home
;Pretreatment staff)
❑ Office ® Other (specify):Grocery Store/Retail I
% Other (specify):
7
Volume of wastewater to be allocated or permitted for this particular project: 27,481 gallons per day
"Do not include future flows or previously permitted allocations
i
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)
..............................................
FTA 12/07

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 fc
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 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater usi
data in accordance with 15A NCAC 2T .0114 (f).
See Attached Sewer Design Report
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) New Gravity or Additional
Force Main
......_.. _._. ......... _.
8" 3,518 New Gravity
1. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as
Station Location ID (self chosen - as shown on plans/map for reference)
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
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
Operational Point;
(MGD) 1 -permanent generator w/ATS; Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
Pump Station Location ID (self chosen - as shown on plans/map for reference)
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
--------------
2. 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 _
) — if "yes" to B,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
See Attached Sewer Design Report
FTA 12/07

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? ❑ 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)
1, Brenton S. Lockamv. P.E. attest that this application for Mill Creek Village 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
j 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.
1a. i —Z
Signing `O al 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','
(j) TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
O
Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V I, Gene Hinkle. P.E. attest that this application for Mill Creek Village has been reviewed by me and is accurate, complete',
LL 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
W 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
V 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 143-215.6B, 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
f well as civil penalties up to $25, 000 per violation.
2a. Gene Hinkle
Professional Engineer Name
2b. Commercial Site Solutions, Inc
Engineering Firm
2c. 402 East 1 sc Avenue
Mailing Address
2d. Easley 2e. SC 2f. 29640
City State Zip
2g. 864-855-5200 2h. 480-287-9964 2i. [e-mail]
Telephone Facsimile E-mail
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FTA 12/07

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(to be completed by DWQ) p p ,3 ¢5
IA, utility, etc.)
sw 15A NCAC 2T .0106 (b) for authorized signing officials!)
State/County El Private Partnership ❑ Corporation ❑ Other (specify):
....-... _
1e. Southern Pines
City
11 g. 28387
Zip Code
------------
_.__
65 1j. [e-mail]
_.
E-mail
_ ._ . _ ._.
2b. Moore
ame) County Where Project is Located
I
ms, Inc
Answer Questions About this Application
�3c. [e-mail] j
E-mail I
xisting permit) If Modification, Permit No.:
❑ Private (go to Item 2(a))
2b. If sold, facilities owned by a (must choose one
single office, etc.) or ❑ Public Utility (Instruction C) !
in to Ham R/2I1
9B&T 66-112 035067
Pinehurst, N.C. 531
3 Road CHECK NO.
f74 035067
ENTS
DATE
1/07/10
AMOUNT
*****480.00

❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
1 ❑ 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)
FTA 12/07

d
�
�/�i1K3�
I �\ ' ASEA
s REALTY
PO Box 1511 Midland Road
Pinehurst, NC 28374
[phone]
PAY EXACTLY*****480**DOLLARS AND 00 CENTS
PAY
TO THE
ORDER NCDENR
OF 00000
a)Q oo3--�'sa7
BB&T 66-112 035067
Pinehurst, N.C. 531
CHECK NO. 035067
DATE AMOUNT
1/07/10 *****480.00
u•03506?

01-28-' 10 10: 25 FL$NR-
RREIVED T-483 P002/002 F-349
o� Nq�z-R Z 9 2M State of North Carolina
�C De rtment of Environment and Natural Resources
Division of Water Quality
FAYEMILLE REGIONAL OFFICE
p -C Flow Tracking/Aeceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name:
Project Name for which flow is being requested:
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.
1. Complete this section only if you are the owner of the wastewater treatment plant.L�,�/ ��
a. WWTP Facility Name: �" on � �2 001 911� rll�
b. WWTP Facility Permit 4: A1 i_ 60 375 a S _
All flows are in MCJD
c. WWTP facility's permitted flow • 7
d. Estimated obligated flow not yet tributary to the WWTP 1
e. WWTP facility's actual avg, flow
f. Total flow for this specific request 6,Z 7
g. Total actual and obligated flows to the facility _ 5. ie
to
h. Percent of permitted flow used 8-7•
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
111, Certification Stat me t:
1, -r , certify that, to the best of my knowledge, the addition of the
vo ume 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 11 for which I am the responsible party. Signature of this form indicates
acceptance of this wastewater flow
//,-//z a/ �)
Signing Official Signature
Date

( COMMERCLUSITE SOLUTIONS,INC. LETTER OF TRANSMITTAL
LANNDVG • ENGINE6RIIVG
--------. _
Date January 28, 2009
402 ast First Avenue Attention: Trent Allen
Easley, uth Carolina 29640
DENR-FAYETTEVILLEREGIONAL OFFG' 4) 855-5200 RE: Mill Creek Village
TO NCDENR - DWQ Fayetteville Regional
225 Green Street, Suite 174
Fayetteville, NC 28301
[phone]
We are sending to you ®Attached ❑Under separate cover via The following:
❑Shop Drawings ❑ Prints ® Plans ❑ Paper Vellums ❑ Specifications
❑ Copy of Letter ❑ Change ❑ Disk ®Other: As listed below
Ordpr
COPIES
DATE
NO.
DESCRIPTION
2
1-21-10
Original and copy of Application form
1
Fee in the amount of $480.00
1
Copy of the County flow acceptance letter
1
Copy of Town and County flow tracking forms
4
USGS color maps
2
Original and copy of Sewer Calculations
1
Street Level map with permit number
THESE ARE TRANSMITTED as checked below:
El For approval
❑Approved as submitted
❑
copies for approval
Resubmit
®For your use
❑Approved as noted
®Submit
copies for
distribution
❑As requested
❑Return for corrections
❑Return
corrected prints
❑For review and comment
❑
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS Enclosed is the revised fast track sewer application and supporting
documents for review for the referenced project. Please let me know if
you have any questions or need additional information.
COPY TO File
Signed: Rogan Martin

RECEIVED
JAN 19 2W
DENR-FAYETTE1lILLE REGIONAL ORIGE
T. 0. Box 1g27
Carthage, _North CaroCina
October 14, 2009
Count of Moore
Pub is 'Works
www.moorecountync.gov
`oJNtV _Moo9F
C4
> 1784 NJ
N9� ? __: n o2Q
OF N0 RTH �P0
Mr. Rogan S. Martin.
Commercial Site Solutions, Inc.
402 East 1" Avenue
Easley, SC. 29640
Dear Mr. Martin:
[phone] PTOCP11017e)
[phone] (faCSin7lic)
RE: Up -dated Flow Acceptance letter for Mill Creek Village, Southern Pines, NC.
The Moore County Water Pollution Control Facility, NPDES # NC 0037508, presently
has sufficient capacity available to conditionally accept up to 27,481 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 Southern Pines.
This project will be required to comply with all specifications and requirements of the
Town of Southern Pines, NC and AWWA Standards.
Upon completion of the referenced project, the applicant's engineer is to provide our
office with the following items:
I . Certification of Completion.
2. Complete set of As -Built drawings.
If you have any questions or comments please call me at [phone].
Sincerely,
MOORE COUNTY PPUBLIC WORKS
�/"X
Dennis Brobst
Director
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]

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RECEIVED
JV
9 20
DENR-FAYETTEVILLE REGIONAL OFRCE
SANITARY SEWER DESIGN REPORT
Mill Creek Village
1904 Central Drive
Intersection of NC Highway 22 and Airport Road
Southern Pines, NC
December 23, 2009
.CAR4��'%
5E L -
1 0K'213
b Prepared :
P Y
rc COMMERCIAL SITE
SOLUTIONS, INC.
IW SITE PLANNING • ENGINEERING
402 East 1S' Avenue
Easley, SC 29640
Ph: [phone]

I. NARRATIVE
The following is the sewer design report for the proposed Mill Creek development, located at the
intersection of NC Highway 22 and Airport Road in Southern Pines, NC. The proposed development
will include a Harris Teeter grocery store, 6 retail buildings and an outparcel area. The site fronts
both Highways each with one full access proposed. The proposed uses of the retail buildings and
outlots are not finalized and are therefore assumed. The proposed flows taken from the NCDENR
Sewer Flow Rates for Design Units (attached).
A. Harris Teeter:
II. PROJECTED DAILY FLOW
59,576 sf of Building Area
+/- 3,000 sf food preparation area with +/- 10 employees
Projected Flow = (3,000 sf/100 sf) x (50 GPD) + (10 employees x 25 GPD) +
(56,576 sf/1,000 sf) x (120 GPD) = 8,540 GPD
B. Retail Buildings:
37,845 sf of Retail Building Area
Projected Flow = (37,845 sf/1,000 sf) x 120 GPD = 4,541 GPD
C. Outparcels (assume 4 - +/-90 seats restaurants):
+/- 90 Seats
Projected Flow = 90 Seats x 40 GPD x 4 restaurants = 14,400 GPD
Total Projected Flow from Development = 27,481 GPD
III. SEWER MAIN DESIGN
Design velocity should be greater than 2 fps in the full flowing condition.
V = (k/n) (A/P)"2/3 (S)^0.5
Where:
k = 1.49
Manning n value = 0.013
Area of 8" Main = 0.349 sq. ft.
Wetted perimeter of 8" main flowing full = 2.094 ft
Minimum slope = 0.5%
Minimum Velocity = (1.49/0.013) (0.349/2.094)112/3 (0.005)^0.5
= 2.45 fps > 2 fps

15A NCAC 18A .1949 SEWAGE FLOW RATES FOR DESIGN UNITS
(a) In determining the volume of sewage from dwelling units, the flow rate shall be 120 gallons per day per bedroom. The
minimum volume of sewage from each dwelling unit shall be 240 gallons per day and each additional bedroom above two
bedrooms shall increase the volume of sewage by 120 gallons per day. In determining the number of bedrooms in a dwelling
unit, each bedroom and any other room or addition that can reasonably be expected to function as a bedroom shall be considered
a bedroom for design purposes. When the occupancy of a dwelling unit exceeds two persons per bedroom, the volume of sewage
shall be determined by the maximum occupancy at a rate of 60 gallons per person per day.
(b) Table No. I shall be used to determine the minimum design daily flow of sewage required in calculating the design volume
of sanitary sewage systems to serve selected types of establishments. The minimum design volume of sewage from any
establishment shall be 100 gallons per day. Design of sewage treatment and disposal systems for establishments not identified
in this Rule shall be determined using available flow data, water -using fixtures, occupancy or operation patterns, and other
measured data.
TABLE NO. I
TYPE OF ESTABLISHMENT
DAILY FLOW FOR DESIGN
Airports
5 gal/passenger
(Also R.R. stations, bus terminals --not
including food service facilities)
Barber Shops
50 gal/chair
Bars, Cocktail Lounges (Not including
food service)
20 gal/seat
Beauty Shops (Style Shops)
125 gal/chair
Bowling Lanes
50 gal/lane
Businesses (other than those listed elsewhere in this table)
25 gal/employee
Camps
Construction or Work Camps
60 gal/person
40 gal/person
(with chemical toilets)
Summer Camps
60 gal/person
Campgrounds -- With Comfort Station
(Without water and sewer hookups)
100 gal/campsite
Travel Trailer/Recreational Vehicle Park
(With water and sewer hookups)
120 gal/space
Churches (Not including a Kitchen, Food Service
Facility, Day Care or Camp)
3 gal/seat
Churches (With a Kitchen but, not including a Food
Service Facility, Day Care, or Camp)
5 gal/seat
Country Clubs
20 gal/member
Day Care Facilities
15 gal/person
Factories (Exclusive of industrial waste)
25 gal/person/shift
Add for showers
10 gal/person/shift
Food Service Facilities
Restaurants
40 gal/seat or
40 gal/15 fl2 of
dining area, whichever is greater
24-hour Restaurant
75 gal/seat
Food Stands
(1) Per 100 square feet of food stand floor space
50 gal
(2) Add per food employee
25 gal
Other Food Service Facilities
5 gal/meal
Hospitals
300 gal/bed
Marinas
10 gal/boat slip
With bathhouse
30 gal/boat slip
Meat Markets

(1) Per 100 square feet of market floor space
50 gal
(2) Add per market employee
25 gal
Motels/Hotels
120 gal/room
With cooking facilities
175 gal/room
Offices (per shift)
25 gal/person
Residential Care Facilities
60 gal/person
Rest Homes and Nursing Homes
With laundry
120 gal/bed
Without laundry
60 gal/bed
Schools
Day Schools
With cafeteria, gym, and showers
15 gal/student
With cafeteria only
12 gal/student
With neither cafeteria nor showers
10 gal/student
Boarding Schools
60 gal/person
Service Stations
250 gal/water
closet or urinal
24-hour Service Stations
325 gal/water closet
Stores, Shopping Centers, and Malls
(Exclusive of food service and meat markets) 120 gal/1000 ft2
of retail sales area
Stadium, Auditorium, Theater, Drive-in 5 gal/seat or space
Swimming Pools, Spas, and Bathhouses 10 gal/person
(c) An adjusted design daily sewage flow may be granted by the local health department upon a showing as specified in
Subparagraphs (c)(1) through (c)(2) that a sewage system is adequate to meet actual daily water consumption from a facility
included in Paragraph (b) of this Rule.
(1) Documented data from that facility or a comparable facility justifying a flow rate reduction shall be submitted
to the local health department and the State. The submitted data shall consist of at least 12 previous
consecutive monthly total water consumption readings and at least 30 consecutive daily water consumption
readings. The daily readings shall be taken during a projected normal or above normal sewage flow month.
A peaking factor shall be derived by dividing the highest monthly flow as indicated from the 12 monthly
readings by the sum of the 30 consecutive daily water consumption readings. The adjusted design daily
sewage flow shall be determined by taking the numerical average of the greatest ten percent of the daily
readings and multiplying by the peaking factor. Further adjustments shall be made in design sewage flow rate
used for sizing nitrification fields and pretreatment systems when the sampled or projected wastewater
characteristics exceed those of domestic sewage, such as wastewater from restaurants or meat markets.
(2) An adjusted daily sewage flow rate may be granted contingent upon use of extreme water -conserving fixtures,
such as toilets which use 1.6 gallons per flush or less, spring -loaded faucets with flow rates of one gallon per
minute or less, and showerheads with flow rates of two gallons per minute or less. The amount of sewage flow
rate reduction shall be determined by the local health department and the State based upon the type of fixtures
and documentation of the amount of flow reduction to be expected from the proposed facility. Adjusted daily
flow rates based upon use of water -conserving fixtures shall apply only to design capacity requirements of
dosing and distribution systems and nitrification fields. Minimum pretreatment capacities shall be determined
by the design flow rate of Table I of this Rule.
History Note: Authority G.S.130A-335(e);
Eff.' July 1, 1982;
Amended Eff. January 1, 1990; January 1, 1984.