WQ0037394_Sewer Extension_20141003

S275 S. Bennett St, Ste .A
Southern Pines, NC 28387R EC E I VE D
E N G I N E E R I N G Phone: [phone]
www. snsengineers. com
0 Delivering efficient solutions... License # C-3791 OCT - 3 2014
LETTER OF TRANSMITTAL
To: NCDENR Date:
Water Quality Section SNS Project #
Fayetteville Regional Office Project Name:
Delivered Via:
Tracking #:
THIS TRANSMISSION INCLUDES:
El
Plans
®
Specifications
❑
Calculations
❑
Comments
®
Other: Listed Below
THESE ARE TRANSMITTED AS:
DENR-FAYETTEMLLE REGIONAL OFFlCE
9/30/2014
1309920
Crestview Road
Hand Delivered
® For Approval Re -Submittal
For Your Use For Your Record
Requested For Your Information
For Review
Qty.
Date:
Description
REV. #
1
8/5/14
NCDENR Application Fee ($480.00 check #3418)
1
9/16/14
Project Narrative / Site Map
1
1 9/30/14 1
Application Form / Flow Tracking Acceptance
Remarks:
M. Shane Sanders, PE, PLS
Owner
trans to NCDENR SEWER .doc

S275 S. Bennett St, Ste .A Southern Pines, NC 28387
Phone: [phone]
E N G I N E E R I N G www. snsengineers. com
0 Delivering efficient solutions... License # C-3791
Project Narrative
The site is an undeveloped 4.13 acre woodland parcel that is being developed as a single family
subdivision consisting of 9 lots. The construction of the project will consist of sanitary sewer
improvements. The total requested flow for the project is 3,240 GPD. Once construction is completed, all
Sewer lines will be owned by Town of Southern Pines and all waste water will flow to Moore County Water
Pollution Control Plant; WWTF # NC 0037508.

Z
O
H
Q
O
LL
Z
Z
O
H
Q
c.i
J
a
I)1
a
�-i
Z
_O
H
Q
O
LL
Z
_H
LU
IL
m
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD �tl(>JRPb►'
- - - --- - - — - --- - ---- W V 1,
1. Owner/Permittee:
1a. Town of Southern Pines OCT - i(114
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. Brent Lockamy PE, Town Engineer �kxr of Water Resources
FRO . A 1bhr Wa&w
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for auth
signing officials)
1 c. The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1 d. 140 Memorial Park Court le. Southern Pines
Mailing Address City
1f. NC 1g. 28387
State Zip Code
1 h. 910-692-1983
1 i. N/A 1 j. [e-mail]
Telephone Facsimile E-mail
2. Project (Facility) Information:
2a. Crestview Road Subdivision 2b. Moore
Brief Project Name (permit will refer to this name) County Where Project is Located
I Contact Person:
3a. M. Shane Sanders, PE, PLS
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 910-24"038 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 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))
-
3. Moore County
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a. Moore County Water Pollution Control Plant 4b. NC-0037508
Name of WWTF WWTF Permit No.
5a. Moore County 5b. ® Gravity 5c. NC-0037508
Owner of Downstream Sewer ;Receiving Sewer Size ;❑ Force Main Permit # of Downstream Sewer (Instruction F)
6. The origin of this wastewater is (check all that apply):
® Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
❑ School
❑ Restaurant
❑ Office
❑ Retail (Stores, shopping centers)
❑ Institution
❑ Hospital
❑ Church
❑ Nursing Home
❑ Other (specify):
1000/6 Domestic/Commercial
Industrial
(Attach Description)
Other
(Attach Description)
7. Volume of wastewater to be allocated or permitted for this particular project: 3,240 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 5 of 6

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
9 Lots X 360 GPD = 3,240 GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
8"
Length (feet) New Gravity or Additional
Force Main
800.53 New Gravity
W
Z
H 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
Z
0 Pump Station Location ID:
V
... Longitude:
Z
O
Design Flow
(MGD)
O
LL
Z Pump Station Location ID:
H
Longitude:
W
(self chosen - as shown on plans/map for reference)
Latitude:
Operational Point Power Reliability Option
GPM @TDH 1 -permanent generator w/ATS; Force Main Size Force Main Length
2 - portable generator w/MTS
Latitude:
(self chosen - as shown on plans/map for reference)
Design Flow Power Reliability Option
IL (MGD) Operational Point I - permanent generator w/ATS; Force Main Size Force Main Length
m GPM �TDH 2 - portable generator w/MTS g
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility :
(RO — if "yes" to 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?
® 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 6 of 6

V)
Z
0
H
Q
V
H
W
U
I
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
Trout Buffer Waiver? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® 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:
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Brent Lockamv. PE attest that this application for Crestview Road Subdivision 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 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000
per violation.
la. �� �----� r) 0L_ ) /C 5/i `1
Signing Official
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
1, M. Shane Sanders, PE, PLS attest that this application for Crestview Road Subdivision has been reviewed by
me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
under my signature: and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6a 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. M. Shane Sanders, PE, PLS =_
Professional Engineer Name
2b. SNS Engineering, Inc.
0 g'
Engineering Firm
2c. 275 S. Bennett St, Ste A SEAS
�a
4
��Mailing Address _ � =
2d.
2g.
Southern Pines 2e. NC 2f. 28387 ;cS' '�GrNEy Pam,
City State Zip ��'�9NE SANp
910-246-0038 2h. N/A 2i. [e-mail]
Telephone Facsimile E-mail NC PE Seal, Signature; &Date
FTA 08-13 APPLICATION Page 7 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
;, ; ; ,_, Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Moore County
Project Name for which flow is being requested: Crestview Road Subdivision
More than one FTSE 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 Polution Control Plant
b. WWTP Facility Permit #: NC 0037508
All f Zows are in MGD
c. WWTP facility's permitted flow 10
d. Estimated obligated flow not yet tributary to the WWTP 2.308
e. WWTP facility's actual avg. flow 4.978
f. Total flow for this specific request 0.003
g. Total actual and obligated flows to the facility 7.289
h. Percent of permitted flow used 72.9
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:
(A) (B) (C) (D)(B+C) (E)=(A-D)
Design Obligated,
Pump Average Daily Approx. Not Yet Total Current
Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity,* (Firm / pfl, Daily Flow, Daily Flow, Obligated Available
Number) MGD MGD MGD MGD Flow Capacity***
* 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

III. Certification Statement:
I certify to the best of my knowledge that 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, 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 (Aricial Signature
f/ y/ I '�
Page 2 of 6
FTSE 08-13

Instructions for: Flow Tracking/Acceptance for Sewer Extension Permit Applications (FTSE) and
Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit #: Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not vet tributary to the WWTP, MGD: This includes flows allocated to
other construction projects not yet contributing flow to the collection system. Flows allocated through
interlocal agreements or other contracts not yet contributing flow to the collection system are also
included. For POTWs that implement a pretreatment program, include flows allocated to industrial
users who may not be using all of their flow allocation. Please contact your Pretreatment Coordinator
for information on industrial flow tributary to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two
years and reconciled their flow records, to the best of their ability, so it is known how much flow has
been obligated and is not yet been made tributary to the WWTP, in accordance with local policies and
procedures employed by the reporting entity.
The obligated flow not yet tributary plus actual flow will be reconciled annually for systems at less
than 60% of permitted flow used. Annual updates shall be submitted to the appropriate Regional
Office by January 15 of each year and cover the previous calendar year.
Semi -Annual updates shall be required when the percent of permitted flow used reaches 60%. Semi-
annual time period are defined as January 1 through June 30 and July 1 through December 31. Semi-
annual updates shall be submitted to the appropriate Regional Office by July 15 and January 15 of
each year.
Quarterly updates shall be required when the percent of permitted flow used reaches 80%. Quarters
are defined as Qtrl (Jan -Feb -Mar); Qtr2 (Apr -May -Jun); Qtr3 (Jul -Aug -Sep); Qtr4 (Oct -Nov -Dec).
Quarterly updates shall be submitted to the appropriate Regional Office by April 15, July 15, October
15 and January 15 of each year.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
Page 4 of 6
FTSE 08-13

' For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there
is 0.5 MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7
MGD. There is a proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent Form FTSE- will be updated in the same manner.
Section II
List the pump station name or number and approximate pump station firm capacity, approximate design
average daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary
flow through the pump station (C) for each pump station that will be impacted by the proposed sewer
extension project. Calculate the total current flow plus obligated flow (D=B+C) and the available
capacity (E=A-D). Include the proposed flow for this project with other obligated flows that have been
approved for the pump station but are not yet tributary (C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as
per the Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of
not less than 2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump
station if the system has future specific plans related to capacity that should be considered in the
permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 5 of 6
FTSE 08-13

Plannine Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section II where available
capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate
whether there is significant likelihood that needed improvements or reductions in obligated flows will be
in place prior to activating the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to
manage the flow without capacity related sanitary overflows and must take all steps necessary to
complete the project or control the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned
project in the future not yet funded but in a formal plan adopted by the system. The system should
carefully weigh the certainty of successful timely project completion for any expansion, flow
management diversion or infiltration and inflow elimination projects that are the foundation of a planned
solution to capacity tracking and acceptance compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080
MGD of the committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01
MGD per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
The master plan and ten Year capital plan contain recommended scope and funding for a capital project
entitled Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to
add 0.100 MGD to the firm capacity of the pump station by October 2015. Inclusion of this proposed
capital project as a condition of this Flow TrackingJAcceptance for Sewer Extension Permit Application
elevates this project's priority for funding, and construction to be implemented ahead of the activation of
obligated not yet tributary flows in amounts that exceed the firm pump station capacities identified in
Section I1 above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
Page 6 of 6
FTSE 08-13

Crestview Road Subdivision
Town of Southern Pines
`a I
■! SITE
SITE
at!
■
N
R •�q
I�
■. ■ SITE I j s ■ or ■ ' '
� / ■ Y 2
ONE
Owl
low
11
r
y ■
■
.. x
_
IM ..
0.1 0 0.1 Miles
Streets
Parcels
N
S
E

s
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD
�1
08-1
1.
Owner/Permittee:fill
1 a.
Town of SouthernOCt Pines
2014 Uy
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b.
Brent Lockam PE, Town Engineer
Division of Water Resources
FRO. "hk
water S-
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorize signing officials)
1 c.
The legal entity who will own this system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
1d.
140 Memorial Park Court
1e. Southern Pines
v3
City
1
0
—1g. 28387
ra�N P�
Zip Code
1
00
—1 j. LockamyrMsouthempines.net
v
E-mail
L ,o
M
2
2b. Moore
co
County Where Project is Located
w
cc
3
w
r
N
About this Application
3
z 00 o
3c. [e-mail]
W w
E-mail
_
odification, Permit No.:
z
D
O
Y
U
W
zY
U
�
J
W to
O fO
LL
O
Z co
Q V M
NZ o
W o c+>
s
+
+
i... O N OO
W LOz19
N
W x
Oa0JoM
o
WO
%- W w
OG r
ii
o
� LL
X
�1
0
C w
= Of
O
O
W
U
0
O
rn
W
J
D
Q
z
06
z
W
2
z
O
z
W
u-
O
W
0
U
Z
to Item 2(a))
2b. If sold, facilities owned by a (must choose one
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
tewater From This Project
r 4b. NC-0037508
y
WWTF Permit No.
I5c. NC-0037508
Main Permit # of Downstream Sewer (Instruction F)
hopping centers)
_y
1000/6 Domestic/Commercial
Industrial
(Attach Description)
Other
(Attach Description)
cular project: 3,240 gallons per day
tions
permitted in subsequent permits that connect to this line
i flow expected
rmit is required)
'6