WQ0036996_Sewer Extension_20140226

DWR
Dlvlslon of Water Resources
ECEIVState of North Carolina
�D Department of Environment and Natural Resources
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Division of Water Resources
FAST -TRACK APPLICATION (FTA 08-13)
fQr GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
N&T # f 'Y4,4-
General — When submitting this application, please use the following instructions as a checklist in order to
ensure all required items are submitted. Adherence to these instructions and checking the provided boxes will
help produce a quicker review time and reduce the amount of requested additional information.
For more information, visit the Surface Water Section's Collection Systems website or;
contact the Regional Office serving your county
Unless otherwise noted, the Applicant shall submit one original and one copy of the application and supporting
documentation to the appropriate Regional Office (see page 6).
A. Cover Letter:
Z Include a brief project narrative describing the final 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).
B. Application Form (FTA 08-13):
❑x Submit the completed and appropriately executed Fast -Track (FTA 08-13) Application. Any
unauthorized content changes to this form shall result in the application being returned. If necessary
for clarity or due to space restrictions, attachment to the application may be made, as long as the
attachments are numbered to correspond to the section and item to which they refer. You do not need
to submit detailed plans and specifications unless you respond NO to item B(13).
x❑ The Professional Engineer's Certification of the application shall be signed, sealed and dated by a
North Carolina licensed Professional Engineer.
❑x The Applicant's Certification of the application shall be signed in accordance with 15A NCAC 02T .
0106(b). Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if
a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
C. Application Fee:
x] Submit a check in the amount of $480 to: North Carolina Department of Environment and Natural
Resources (NCDENR).
➢ Checks shall be dated within 90 days of application submittal.
D. Certificate of Public Convenience and Necessity (For Privately -Owned Public Utilities Only):
❑ Per 15A NCAC 02T .0115(a)(1), provide two copies of the Certificate of Public Convenience and
Necessity from the North Carolina Utilities Commission demonstrating the Applicant is authorized to
hold the utility franchise for the area to be served by the sewer extension, or
❑ Provide two copies of a letter from the North Carolina Utilities Commission's Water and Sewer Division
Public Staff stating an application for a franchise has been received and that the service area is
contiguous to an existing franchised area 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.
E. Operational Agreements (For Home/Property Owners' Associations and Developers of lots to be sold):
i- Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (HOA 08-13).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
Y Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (DEV 08-13).
Even if the project may be turned over to a municipality upon completion, Form DEV 01-12 is required.
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 1 of 6

F. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance Form (FTSE 08-13)
x❑ Submit the completed and appropriately executed Flow Tracking/Acceptance for Sewer Extension
Permit (FTSE 08-13) Form for all applications.
➢ The applicant (and owners of downstream sewers, pump stations and/or treatment facilities
submitting form FTSE 08-13 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.
)0. Where the applicant is not the owner of the downstream sewer, submit two copies of form FTSE
08-13 from the owner of the downstream sewer and owner of the WWTF, if different.
➢ The flow acceptance indicated in form FTSE 08-13 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 08-13 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 a project -
specific FTSE 08-13.
G. Site Map (All Application Packages):
❑x Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and closest surface waters. Each map must include at a minimum:
➢ The location of the sewer line and pump stations and be of reproducible quality.
➢ Downstream connection points and the permit number for the receiving sewer (if known)
➢ Pump Station Locations and the longitude and latitude for each pump station (if applicable)
x❑ Include a street level map showing all relevant project areas.
H. Stream Classification (WSCAS 08-13)
❑ Submit the completed and appropriately executed Watershed Classification Attachment form
(WSCAS 08-13) if any portion of the sewer system project is within 100 feet of any surface water or
wetlands.
➢ A variance must be requested for encroachment within required setbacks or buffers pursuant to
15A NCAC 02T .0305M
1. Environmental Assessments (Projects subject to an Environmental Assessment (EA)):
➢ Projects involving an Environmental Assessment per 15A NCAC 01C .0408, must be submitted
for a full technical review and must be submitted to the PERCS Unit on application forms provided by
the Division.
J. Alternative Sewer Systems
➢ Projects involving low pressure sewer systems, vacuum sewer systems and other alternative
sewer systems must be submitted for a full technical review and must be submitted to the PERCS Unit
on application forms provided by the Division.
K. 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 the project, please indicate in B(12)
and give the permit number of the second facility.
L. 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 Permitting of Pump Stations and Force Mains (most recent version), as
applicable to the project.
INSTRUCTIONS FOR APPLICATION FTA 08-13 & SUPPORTING DOCUMENTATION Page 2 of 6

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Numbe(� C P \ ! r *1/ , �/tiODq/2y,�
(to be completed b DWR� E e_ i V C D( 9 i
1.
Owner/Permittee:
la.
K.M. Biggs, Inc.
RED L t) 20114
Full Legal Name (company, municipality, HOA, utility, etc.)
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1b.
F. K. Biggs, III, President
DENR-FAYETTEVILLEREGIONAL OFFICE
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Signing Official Name and Title (Please review 15A NCAC 2T .0106
(b) for authorized signing officials)
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1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ❑X Corporation ❑ Other (specify):
It
U.
1 d.
P.O. 967
le. Lumberton
Mailing Address
City
Z
1f.
North Carolina
1g. 28359
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State
Zip Code
0
1 h.
910-739-2871 (ext 107) 1 i. N/A
1 j. [e-mail]
QTelephone
Facsimile
E-mail
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2.
Project (Facility) Information:
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2a.
Dollar General - Lumberton
2b. Robeson
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Brief Project Name (permit will refer to this name)
County Where Project is Located
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3.
Contact Person:
3a.
J. Phillip Norris, P.E. / Norris & Tunstall Consulting Engineers, P.C.
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Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
910-287-5900
3c. [e-mail]
Phone Number
E-mail
1.
Project is ❑X New ❑ Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is ❑ Public (skip to Item B(3)) ❑X Private (go to Item 2(a))
2a.
If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑X Retaining Ownership (i.e. store, church, single office, etc.) or ❑ Public Utility (Instruction D)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction E)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
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3.
City of Lumberton
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Owner of Wastewater Treatment Facility (WVTF) Treating Wastewater From This Project
Q4a.
4b.
Name of VWVTF WWTF Permit No.
0
5a.
City of Lumberton 5b. 2" ElGravity 5c.
0
Owner of Downstream Sewer Receiving Sewer Size ❑x Force Main Permit # of Downstream Sewer (Instruction F)
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6.
The origin of this wastewater is (check all that apply):
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❑ Residential Subdivision I ❑X Retail (Stores, shopping centers) IW% DomesticlCommercial
❑ Apartments/Condominiums ❑ Institution % Industrial
❑ Mobile Home Park ❑ Hospital
aEl
school El Church (Attach Description)
❑ Restaurant ( ❑ Nursing Home % Other
m
❑ Office i ❑ Other (specify): (Attach Description)
7.
Volume of wastewater to be allocated or permitted for this particular project: 1.248 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)
FTA 08-13 APPLICATION Page 3 of 6

W 9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
n 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
Z Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
H data in accordance with 15A NCAC 2T .0114 (f).
0 12480 SF (100 GPD/1000 SF) = 1,248 GPD
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Z 0 10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
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Size (inches)
2"
Length (feet)
Kl
New Gravity or Additional
Force Main
New SSFM
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
i m
Pump Station Location ID: 1 (self chosen - as shown on plans/map for reference)
Longitude: see plans Latitude: see plans
Design Flow
Operational Point
Power Reliability Option
(MGD)
GPM @TDH 1
- permanent generator w/ATS; 2
Force Main Size Force Main Length
- portable generator w/MTS
0.001248
22 GPM @ 105'
2- portable generator w/MTS
2" 200'
Pump Station Location ID:
(self chosen - as shown
on plans/map for reference)
Longitude:
Latitude:
Design Flow
Operational Point
Power Reliability Option
(MGD)
GPM @TDH 1
"permanent generator w/ATS; 2
Force Main Size Force Main Length
- portable generator w/MTS
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes m ❑ No If Yes, permit number of 2n4 treatment facility
(RO — 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 Permitting of Pump Stations and Force Mains
(latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as applicable?
0 Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA 08-13 APPLICATION Page 4 of 6

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
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Wetland/Stream Crossings - General Permit or 401Certification? []Yes []No 0 N/A
Sedimentation and Erosion Control Plan? 0 Yes ❑ No ❑ N/A
Trout Buffer Waiver? ❑ Yes ❑ No 0 N/A
Stormwater? ❑ Yes ❑ No 0 N/A
15. Does this project include any high priority lines (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: N/A
1. Owner/Permitteds Certification: (Signature of Signing Official and Project Name)
1 a.
1, F. K. Biggs, III. Presidentattest that this application for Dollar General - Lumberton 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-
215.68. any person who knowingly makes any false statement, representation, or certification in any application shall be
guilty of a Class 2 which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000
per viol .
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS APPLICATIC
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, J. Phillip Norris. P.E. ,attest that this application for Dollar General - Lumberton 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 1 Z 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 143-215.68. 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. J. Phillip Norris, P.E.
Professional Engineer Name
2b. Norris & Tunstall
Engineering Firm
2c. 1127 Floral Parkway. Suite 400
Mailing Address
P.C.
2d. Wilmington 2e. NC 2f. 28403
City State Zip
2g. 910-287-5900 2h. 910-287-5902
Telephone Facsimile
2i. [e-mail]
E-mail
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P •�' r scy
NC PE Seal, Signature & Date
FTA 08-13 APPLICATION Page 5 of 6

THE COLETED APPLICATION AND SUPPORTING DOCUMENTATION (ORIGINAL AND COPY) SHALL BE
SUBMITTED TO THE APPROPRIATE REGIONAL OFFCE:
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, Suite 301
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,
919 788-7159 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
FTA 08-13 APPLICATION Page 6 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Division of %%atcr Resources Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE08-13)
Project Applicant Name: City of Lumberton
Project Name for which flow is being requested: Dollar General, Lumberton
More than one ME 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: City of Lumberton WWTP
b. WWTP Facility Permit #: NC0024571
All flows are in MGD
c. WWTP facility's permitted flow 20
d. Estimated obligated flow not yet tributary to the WWTP 1.14
e. WWTP facility's actual avg. flow 6.0
f. Total flow for this specific request 0.00125
g. Total actual and obligated flows to the facility 7.15
h. Percent of permitted flow used 36%
11. 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:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Obligated,
Pump DesignAverage Approx. Not Yet Total Current
Station Firm Daily Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / p0, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
Gavintown 0.576 0.230 0.192 .00125 0.193 0.037
Scarboro's 0.576 0.230 0.216 .00125 0.217 0.013
Ford Place 4.320 1.728 1.331 .00125 1.332 0.396
Ed's Tire 9.648 3.859 1.346 .00125 1.347 2.512
* The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Page 1 of 6
FTSE 08-13

III.Certification Statement:
I Rob Armstrong, P.E. certify to the best of my knowledgethat 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this form indicates acceptance of this wastewater flow.
Signing
2- l5-/ct
Date
Page 2 of 6
FTSE 08-B

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USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
Application Numbe
(to be completed
1.
Owner/Permittee:
la.
K.M. Biggs, Inc.
._. _WF!
Full Legal Name (company, municipality, HOA, utility, etc.)
1b.
F. K. Biggs, III, President
DENR-FAYE(•TEVILLE REUrJ,JAL OFFICE
Signing Official Name and Title (Please review _ :1 NCAC T__6106
(bi for authorized signing officials)
1 c.
The legal entRy who will own this system is:
❑ Individual Federal ❑ Municipality ❑ State/County ❑ Private Pa,rtne-rship,.N, Corporation ❑ Other (specify):
Id.
P.O. 967
le. Lumberton
Mailing Address
City
1f.
North Carolina
1g. 28359
State
Zip Code
1 h.
910-739-2871 (ext 107) 1 i. N/A
1 j. [e-mail]
Telephone Facsimile
E-mail
2.
Project (Facility) Information:
2a.
Dollar General - Lumberton
2b. Robeson
Brief Project Name (permit will refer to this name)
County Where Project is Located
3.
Contact Person:
3a.
J. Phillip Norris, P.E. / Norris & Tunstall Consulting Engineers, P.C.
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
910-287-5900
3c. [e-mail]
Phone Number
E-mail
1. Project is © New ❑ Modification (of an existing permit) If Modification, Permit No.:
PAR 5 DEVELOPMENT GROUP LLC
2860 NC HWY 5 #B 910-944-0881 BB&T 15539
ABERDEEN, NC 28315 BRANCH BANKING AND TRUST COMPANY
1-800-BANK BBT BBT.00m
86-11PJ531
01/24/14
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ORDER o E NCDENR I "'
480.00
Four Hundred Eighty and
... DOLLARS 8
NCDENR
e
MEMO - IL
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AUTHORIZED SIGNATURE

m ❑ Office ' ❑ Other (specify): j (Attach Description)
I
7. Volume of wastewater to be allocated or permitted for this particular project: 1,248 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
j (see 15A NCAC 02 T .0303 to determine if a permit is required)
FTA 08-13 APPLICATION Page 3 of 6

RECEIVED
DENR-FAYETTEVILLE REG,C"JAL OFFICE
PAR 5 DEVELOPMENT GROUP LLC 1539
2860 NC HWY 5 #B 910-944-0881 BB&T
ABERDEEN, NC 28315 BRANCH BANKING AND TRUST COMPANY
1-800-BANK BBT BBT.com
6&112/531
01/24/14
PAY TO THE NCDENR **480.00
ORDER OF
Four Hundred Eighty and 00/100*******************************************************************... DOLLARS
NCDENR
MEMO
AUTHORIZED SIGNATURE

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
1127 Floral Parkway
Suite 400
Wilmington, NC 28403
[phone]
[phone] Fax
John S. Tunstall, P.E.
February 24, 2014
RECEIVED
F 2 0 loin
DENR-FAYETTEVILLE REGIONAL OFFICE
Ms. Belinda Henson, Regional Supervisor
NC DENR
Division of Water Quality / Surface Water Protection
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
Re: Gravity Sewer Extension Fast -Track Permit Application
Dollar General
Lumberton, NC
N&T Project No. 13042
Dear Ms. Henson:
1429 Ash -Little River Road
Ash, NC 28420
[phone]
[phone] Fax
J. Phillip Norris, P.E.
Enclosed is one (1) original application form with one (1) copy, one (1) original Flow
Tracking / Acceptance Form (FTSE 08-13) from the City of Lumberton, one (1) copy of
Sanitary Sewer Lift Station calculations, one (1) 8 'h x 11 color USGS Topographic
Map, one (1) site plan (ledger size) and a $480.00 check for the processing fee.
The proposed package pump station will serve a new 12480 square foot freestanding
Dollar General Store. The pump station will connect to an existing 2" SSFM along NC
41. The wastewater design flow was determined by flow rates identified in the 2T rules.
The design flow rate equated to 12480 SF x (100 GPD/1,000 SF) = 1248 GPD. 200 LF
of new 2" SSFM will be installed from the proposed pump station location to the
proposed tap location.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS & TUNSTALL
CONSULTING ENGINEERS, P.C.
0�0
s
13042 02-24-14-s-swr-Itr
Enclosures
cc: Mr. Rich Smith / Par 5 Development, LLC
NCBELS License C-3641

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SCALE 1:24000
FEET

NORk1S and `TUNSTALL
CONSULTI140 ENGINEERS, INC.
r 2 6 ZN4
SANITARY SEWER LIFT
STATION CALCULATIONS
DENR-FAYETTEVII i F cr,.,
PROJECT:
IDOLLAR GENERAL - LUMBERTON
N&T #:
1 13042
COUNTY:
IROBESON
DATE:
1 1/13/2014
REVISED:
BLE 1 - WASTEWATER DESIGN FLOW PER NCAC 15A 2T .0114
UNITS
# UNITS
GPD/UNIT
GPD
[DESCRIPTION
ORES W/OUT FOOD SERVICE
1000 SF
12.48
100
1248.0
0.0
G DAILY FLOW
GPD
1248.0
NOTE: SEE ALLOCATION BREAKDOWN FOR THIS PROJECT
BLE 2 - PEAK
FLOW PER NCAC 15A 2H .0219 MINIMUM
DESIGN CRITERIA
RIABLE
UNITS
VALUE
NOTES
fDO
NA
2.5
PEAK FACTOR PER CODE
H
HR/DAY
24
FOR AVG DAILY FLOW
M
MIN/DAY
1440
FOR AVG DAILY FLOW
CIA
GPM
2.2
AVERAGE FLOW RATE
VMIN
FPS
2.0
MDC FOR SCOUR
D
IN
2.00
MIN SSFM DIA
QS
GPM
22.0
MIN. SCOUR FLOW
QMIN
GPM
22.0
MIN. FLOW SSFM
3 - WETWELL SPECIFICATIONS PER 15A 2H .0219 MINIMUM DESIGN CRITERIA
RIABLE
UNITS
VALUE
NOTES
fTABLE
TO GAL
GAUCF
7.48
CF TO GALLONS
IN
CYC/HR
2.0
CYCLES PER HOUR
AX
CYC/HR
8.0
CYCLES PER HOUR
IN
MIN
7.5
MINIMUM CYCLE TIME
MAX
MIN
30.0
MAXIMUM CYCLE TIME
MIN
GAL
14.79
MINIMUM CYCLE VOLUME
VMAX
GAL
59.17
MAXIMUM CYCLE VOLUME
DW
FT
4.00
INSIDE DIAMETER WETWELL
HMIN
FT
0.20
STORAGE HT AT MIN VOLUME
HMAX
FT
0.70
STORAGE HT AT MAX VOLUME
H SELECT
FT
0.50
STORAGE HT - ENG. SELECTION
OP
FT
74.00
LID ELEVATION TOP OF SLAB
IWT
FT
74.00
RIM ELEV. UNDER SLAB
IGSS
FT
70.00
GRAVITY LINE INVERT
FB
FT
1.50
FREEBOARD SETTING
IP
FT
2.00
MINIMUM POOL LEVEL
SA
FT
69.50
ALARM ELEVATION
LPO
FT
69.25
LAG PUMP ON ELEVATION
IPO
FT
68.50
LEAD PUMP ON ELEVATION
IWB
FT
68.00
ALL PUMPS OFF ELEVATION
WB
FT
66.001
WELL BOTTOM ELEVATION
24 HR STORAGE PROVIDED
N/A
NO, PROVIDE AUTODAILER AND BACKUP
GENERATOR
$ `b ;•• t N
co

i
NORRIS and'TUNSTALL
CONSULTING ENGINEERS, INC.
SANITARY SEWER LIFT
STATION CALCULATIONS
PROJECT:
DOLLAR GENERAL - LUMBERTON
JNKT #:
13042
COUNTY:
IROBESON
DATE:
1/13/2614
EMPIRICAL EQUATION: DARCY-WEISBACH WITH HAZEN-WILLIAMS FRICTION "C' FACTOR
TABLE 4 -FORCE MAIN SYSTEM PARAMETERS FOR 4" PUBLIC MAIN
VARIABLE
QUANTITY
UNITS
NOTES
D
2.00
IN
PIPE INSIDE DIAMETER
V
2.00
FPS
MINIMUM SCOUR VELOCITY PER MDC PG 18
Q
22.0
GPM
MINIMUM FLOW RATE FOR SCOUR
C
1201
PER FORCED MAIN MDC PG 8
L
200
FT
ILENGTH OF PIPE +/-
EXISTING DISCHARGE CONDITIONS
Hfm
90.0
FT
I EXISTING PRESSURE AT DISCHARGE POINT
He
6.0
FT
JELEVATION DIFFERENCE SUMP TO HIGHEST SS
Hd
96. 01
FT
ITOTAL DISCHARGE PRESSURE
FLOW
f
Hf
Hd
TDH
HP EST
0
0.00
0.00
96
96.0
0.0
10
0.36
0.73
96
96.7
0.5
20
1.31
2.62
96
98.6
1.0
22
1.56
3.12
96
99.1
1.1
301
2.771
5.551
961
101.51
1.5
401
4.721
9.451
961
105.41
2.1
WHERE:
FLOW SYSTEM FLOW, GPM
f 2.083(100/C)"1.852 *Q/D"4.8655; FRICTION LOSS PER 10OFT PIPE
Hf FRICTION HEAD = L * f/100
Hd ELEVATION HEAD AND EXISTING SEWER HEAD (FT)
TDH TOTAL DYNAMIC HEAD AT LIFT STATION (FT)
HP HORSEPOWER = Q(gpm) * TDH(ft) * (Imin/60sec) * (8.34 lb/gal) / 550
PUMP EFF 0.5 TYPICALLY 40 TO 60 PERCENT EFFICIENT

NORRIS and TUNSTALL
CONSULTING ENGINEERS, INC.
SANITARY SEWER LIFT
STATION CALCULATIONS
PROJECT:
DOLLAR GENERAL - LUMBERTON
NKT #:
13042
COUNTY:
IROBESON
DATE:
1/13/2014
BRUNSWICK COUNTY STANDARD LIFT STATION DETAIL
ITEM
ELEVATIONS
TOP ELEV. *
74.00
INFLUENT PIPE INVERT *
70.00
HIGH WATER ALARM *
69.50
START LAG PUMP *
69.25
START LEAD PUMP *
68.50
PUMP OFF *
68.00
BOTTOM OF WET WELL *
66.00
BOTTOM OF STATION SLAB *
N/A
WET WELL DIAMETER *
4.00
PUMP REQUIREMENTS
DESIGN FLOW
22.0
DESIGN HEAD
99.1
REQUIRED FLOW
22
REQUIRED HEAD
105
VOLTAGE(TYPICAL MAY VARY DEPENDANT PUMP MFG
240
PHASE(TYPICAL MAY VARY DEPENDANT PUMP MFG
1
HORSEPOWER CALCULATED REQUIRED HP
1.00
RPM(TYPICAL MAY VARY DEPENDANT PUMP MFG
3450
PREFERED PUMP STATION IS A BARNES PERMATRACK GRINDER PUMP DUPLEX STATION
PER 2T MANUAL 15A NCAC 02T .0305 (h) (1) (C)
PROVIDE A PORTABLE POWER GENERATOR
THE PORTABLE POWER SOUCE MUST EITHER BE OWNED OR UNDER CONTRACT
AND BE COMPATIBLE WITH THE STATION IN THE EVENT OF A POWER OUTAGE.
A TRANSFER SWITCH MUST BE INCORPORATED INTO THE CONTROL PANEL FOR PROTABLE GENERATOR CONNECTION
AN AUTODAILER MSUT BE INSTALLED WITHIN THE CONTROL PANEL THAT WILL ALERT MANAGING AUTHORITY
IF POWER FAILURE OCCURS
* ENGINEER TO SPECIFY BASED ON LIFT STATION REQUIREMENTS
**DESIGN FLOW IS DETERMINED FROM THE CALCULATED CONDITIONS
*** REQUIRED FLOW & HEAD ARE SELECTED BASED ON DESIGN FLOW
**** VOLTAGE REQUIREMENT (PREFERED 480 VOLTS, 1 PHASE)

NORRIS and TUNSTALL
CONSULTING ENGINEERS, INC.
SANITARY SEWER LIFT
STATION CALCULATIONS
BOUYANCY CALCULATIONS
BT
FT
0.03
WELL BASE THICKNESS
BE
FT
0.25
BASE EXTENSION PAST WELL
BD
FT
4.06
WELL BASE DIAMETER
LT
COVER NEGLECTED
FT
0.00
WELL TOP THICKNESS
CW
COVER NEGLECTED
FT
0.00
ACCESS COVER WIDTH
CL
COVER NEGLECTED
FT
0.00
ACCESS COVER LENGTH
WT
FT
0.03
WELL WALL THICKNESS
VW
CF
100.53
DRY WELL VOLUME
VB
CF
0.39
FIBERGLASS BASE VOLUME
VL
CF
0.00
LID VOLUME
C
CF
3.04
FIBERGLASS CYLINDER VOLUME
C
CF
3.43
TOTAL FIBERGLASS BASIN VOLUME
FBGD
LB/CF
3.04
FIBERGLASS DENSITY
D
LB/CF
62.40
WATER DENSITY
SD
LB/CF
120.00
SOIL DENSITY DAMP SAND
C
LB
10.42
CONCRETE WEIGHT
CD
LB/CF
150.00
CONCRETE DENSITY
CCD
FT
6.06
CONCRETE ANTIFLOATATION COLLAR DIAMETER
CCH
FT
12.00
CONCRETE ANTIFLOATATION COLLAR HEIGHT
CCV
CF
190.76
CONCRETE ANTIFLOATATION COLLAR VOLUME
CCW
LB
28613.63
CONCRETE ANTIFLOATATION COLLAR WEIGHT
S
CF
-63.59
SOIL VOLUME ON BALLAST RING
S
LB
-7630.30
SOIL WEIGHT ON BALLAST RING
TW
LB
20983.33
TOTAL ANCHOR WEIGHT
B
LB
6486.97
BOUYANT FORCE
P
WEIGHT NEGLECTED
LB
0.00
PUMP WEIGHT
FS
3.231
FACTOR OF SAFETY
OKI
I STABLE STRUCTURE

200.00
G
100.00
m
AM
Sanitary Sewer System Curves
0 5 10 15 20 25 30
Flow (9pm)
35 40 45 50
—� Bames Pump Data
—— System Requirements

' ,, ' • Central Files: APS _ SWP
3/13/2014
Permit Number WQ0036996
Permit Tracking Slip
Program Category
Status Project Type
Non -discharge
Active New Project
Permit Type
Version Permit Classification
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
1.00 Individual
Primary Reviewer
Permit Contact Affiliation
trent.allen
Coastal SWRule
Permitted Flow
1,248
Facility
Facility Name
Dollar General - Lumberton
Location Address
Owner
Owner Name
K M Biggs Inc
Major/Minor Region
Minor Fayetteville
County
Robeson
Facility Contact Affiliation
Owner Type
Non -Government
Owner Affiliation
F K. Biggs
3550 Elizabethtown Rd
Dates/Events
Lumberton NC 28358
Scheduled
Orig Issue App Received Draft Initiated Issuance
Public Notice Issue Effective Expiration
3/13/2014 2/26/2014
3/13/2014 3/13/2014
Regulated Activities
Requested /Received Events
Wastewater collection
Additional information requested
Additional information received
Outfali
Waterbody Name Streamindex Number Current Class Subbasin

VICINITY MAP
N.T.S.
NEW 2" SEWER TAP.
COORDINATE WITH THE
CITY OF LUMBERTON
NEW 1" WATER TAP.
COORDINATE WITH THE
CITY OF LUMBERTON
NEW 1" WATER TAP.
METER
NEW 1" BACKFLOW
PREVENTER
:-- 'o
NEW 2" SSFM m1 1
3' MIN. BURY
DEPTH � I
x
03
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tj
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I
of �
Apparent Junction d prpea � I � 1
of a
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LEGEND
—
PROPERTY LINE
— —
RIGHT OF WAY
—
74
EXISTING CONTOUR
X
% EXISTING FENCE
G
G EXISTING GAS LINE
—SD
SD EXISTING STORMORAIN
—�
PROPOSED SWALE
74
PROPOSED CONTOUR
— 1W
1W PROPOSED 1" WATER LINE
2SSFM
PROPOSED 2" SSFM
2SSFM
EXISTING 2" SSFM
— 12W
12W EXISTING 12' WAIERMAIN
SCALE: 1" = 20'
0 20 40 60
J
Z J
W ~ N
as>m
o�=zm
w
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o ¢amain
13042
Dcs. JPN
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DAIS 10/22/13
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