WQ0039753_More Info Received_20180509

CAPE FEAR
ENGINEERING
151 Pools Rd.,SLAN& 100, SeMlle, NC, 28451
TEL [phone], FAX [phone]
www.ospefe eer*V.00m
To:
NCDEQ -Division of Water Resources
PERCS Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn:
Monti Hassan, P.E.
Transmittal
Date: May 9, 2018
File: 427-06B "34"
Subject: Cameron Woods
Phase 6113
Sewer Permitting
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
Copy
Response Letter
1
Copy
Pressure Sewer Design Analysis
1
Copy
FTSE 2017 Update
1
Copy
Email from Brunswick County
RECEIVED/DEW
MAY 1
Water Re,o .-
ermi ing Saction
REMARKS Please find the enclosed documents for your review. If you have any questions or require additional
information, please contact our office. Thank you.
CC: Cape Fear Engineering,
File 427-066 "34"
Signed:
yn Paints
Received By:
Date:

CAPE FEAR
ENGINEERING
151 POW* Rd.,Suxs 100, BOM", NC, 28451
TEL [phone], FAX [phone]
www. oom
To:
NCDEQ -Division of Water Resources
PERCS Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Attn:
Monti Hassan, P.E.
Transmittal
Date: May 9, 2018
File: 427-06B "34"
Subject: Cameron Woods
Phase 6113
Sewer Permitting
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
Copy
Response Letter
1
Copy
Pressure Sewer Design Analysis
1
Copy
FTSE 2017 Update
1
Copy
Email from Brunswick County
REMARKS Please find the enclosed documents for your review. If you have any questions or require additional
infdrmation, please contact our office. Thank you.
CC: Cape Fear Engineering,
File 427-06B " 34"
Signed:
/Iberyn Paint
Received By:
Date:

May 9, 2018
Monti Hassan
Environmental Engineer
PERCS Unit
Division of Water Resources
Subject: Cameron Woods — Phase 6B Sewer Permit Response Letter
Monti,
Below are my responses to your comments on the Cameron Woods Phase 6B sewer permit
submittal. Please let me know if you have any additional questions or need anything else.
General Review:
1. It appears that section I (d through h) of the submitted FTSE has not been updated since
the recently submitted FTSE from Cameron Woods Phase 3B project. Please revise as
necessary.
Brunswick County has explained the discrepancy and an email has been attached with
this submittal.
2. Please provide pipe names, node numbers associated with the proposed Cameron
Woods Phase 6B project, as it is not clearly depicted on the provided Waterbrook
Woods hydraulic modeling_
A revised copy of the Waterbrook Woods hydraulic modeling with Phase 6B highlighted
has been attached.
Sincerely, r ,
1.
VJnJifer'Willia PE

BARNES
PRESSURE SYSTEMS
PRESSURE SEWER DESIGN ANALYSIS
FOR
CAMERON WOODS
NEAR
BRUNSWICK COUNTY, NC
PREPARED FOR:
CAPE FEAR ENGINEERING
151 Poole Road STE 100
Belville, NC 28451
ON BEHALF OF:
Pumps Parts & Sei
9325 Forsythe Park Dri
Charlotte, NC 28273
PREPARED BY:
Nick Spondike
Pressure Sewer Specialist
Crane Pumps & Systems
Crane Pumps & Systems, Ir

1.0 Introduction:
This design analysis examines the use of a low pressure sewer system for
Cameron Woods.
Careful review of the layout plans and profile for this parcel confirm that low
pressure sewer is definitely a cost effective alternative versus a conventional gravity
system. This approach is not only a technical solution, but also allows for many
economic/ cost advantages that can be realized by the Brunswick County.
2.0 System Analysis:
Based on the data below, furnished by Cape Fear Engineering, we have
performed a complete hydraulic analysis including branch and mainline pipe sizing.
This design analysis is based on using the EPA recommended rational method using
the simplified equation Q=AN+B. A detailed explanation of this formula is included with
this report. The actual model was analyzed with KY Pipe, the gold standard of
hydraulic modeling.
Data furnished to enable design analysis includes but not limited to:
• 210# GPD per connection
• 384 Connections
• SDR-21 Pipe Type
• 120C-Factor
• 1 Terminal end location at 11 PSI
• 1 Drawing
The pump recommended is capable of delivering 31 GPM against a total
dynamic head of 0 feet (0 PSIG) and 23 GPM against a total dynamic head of 150 feet
(65 PSIG). This pump is also capable of operating at negative total dynamic head
without overloading the motor, due to our design including an integral anti -siphon
valve.
Good engineering practice suggests the installation of cleanouts and
flushing connections, which typically are located at the end of each main, at all
intersections, and at sharp changes in directions as well. In line connections should be
placed at 800 to 1,000 foot intervals depending on terrain and system layout, as
recommended by the EPA.
3.0 LPS Major components recommended:
• 384 Brunswick County engineered Units with OGP Pump
• 38,400 Linear feet of 1 �/2 " SDR-21 ( House laterals)
• 12,933 Linear feet of 2" SDR-21
• 2,906 Linear feet of 3" SDR-21
• 2,961 Linear feet of 4" SDR-21
• 2,126 Linear feet of 6" SDR-21
0 384 Lateral Valve Kits

CRANE
m
PUMPS & SYSTEMS
Pressure Systems Design
How does Crane determine design Flow ?
There are various equations, charts, and formulas that exist when trying to
determine design flow in a low pressure sewer system.
In addition, local departments of environmental regulations may offer site
specific guidelines when determining design flow.
EPA recognizes the following formula as it "has almost exclusively become
the accepted method of practice."
Where
Q=AN+B
Q=Predicted Flow,
A=coefficient selected by engineer ( typically .5)
B=Factor selected by engineer ( typically 20)
N=Number of EDUs or lots
EPA Manual 625/1-91/024

CRANE
PUMPS & SYSTEMS
Pressure Systems Design
Rational Method Baseline Formula
Q=AN+B
• Q = Predicted flow derived from input data below
• A = A coefficient that adjusts based on average daily flow
Adjusts based on correlation average daily flow versus peak factor
EPA national average is 67GPCD or 268 GPD/EDU
» Typically 0.5
• N = Number of Equivalent Domestic Units or lots
B = Minimum flow one pump will produce with maximum static head and
no friction loss
• Assures that each beginning mainline will be flushed at least once daily
• This condition typically occurs during the middle of the night
• This factor is selected by the designer ( Typically 20)
• Recommended ranges
» PC Pumps (10 —14 GPM)
Hi Head centrifugal Pumps (10 — 30 GPM)
» Hi Flow centrifugal Pumps (20 - 40 GPM)

ASSUMPTIONS FOR DESIGN OF PRESSURE SEWER SYSTEM
USING THE RATIONAL METHOD
AND INSTRUCTIONS
STEP 1: Project Location: BRUNSWICK COUNTY, NC
Project Name: rtivL1UJ J G
STEP 2: Assume an Average Daily Flow Per Equivalent Domestic Unit (EDU)
Gallons per Day per EDU
This affects the retention times in the mainlines and the 'A" constant in the Rational Method.
I.E., The larger the flow per EDU the higher the Peak Flow Rate will be for a given EDU size.
200 GPD per EDU is recommended.
STEP 3: Select the minimum flow one pump will produce with the maximum Static Head and no
Friction Loss.
AN + B = Q (Q is in Gallons Per Minute)
A= 0.525 Constant (Automatically adjusted by the Average Daily Flow per EDU)
N= XX Number of EDU's on a given pipe segment
B= GPM of one pump
This will occur in the middle of the night when that one pump at the beginning of the
smallest main comes on. This assures that every beginning main will be flushed at least
once per day. Recommended value ranges are, for PC pumps, for high
head centrifugal pumps, and 204G for high flow centrifugal pumps.
STEP 4: Select the "C" factor for the friction loss in the Hazen -Williams Equation.
C=Hazen-Williams Constant
A value of is recommended.
Date Printed: 5/8/2018 EPA 625 design Master 2 FPS.xIs, Page 1

PIPE TABLES
FOR CAMERON WOODS
PHASE 3B
2 FPS
TABLE 1
PVC SDR 21
(IPS) (200 PSI)
EDU = A = 6=
NOMINAL
NOMINAL
PIPE
Effective
PIPE
Volume
SIZE
Diameter
GPM @
SIZE
EDU's @
per 100 Ft.
(inches)
(Inches)
2 FPS
(inches)
2 FPS
(Gallons)
1.00
1.1814
7
1.00
1
5.69
1.25
1.4925
11
1.25
1
9.09
1.50
1.7092
14
1.50
1
11.92
2.00
2.1354
22
2.00
1
18.60
2.50
2.5846
33
2.50
15
27.25
3.00
3.1460
48
3.00
45
40.38
4.00
4.0463
80
4.00
105
66.80
5.00
5.0012
122
5.00
186
102.04
6.00
5.9551
174
6.00
283
144.68
8.00
7.7558
294
8.00
513
245.40
10.00
9.6667
457
10.00
824
381.23
12.00
11.4653
644
12.00
1,178
536.29

aamm
' ---- PRESSOR NS
Models OGP-L & OGP-AUE
SYSTE
Performance Curve
www.cranepumps.com 2HP, 3450RPM, 60Hz
CRANE
A Crane Co. Company
Submersible Grinder Pumps
Testing is performed with water, specific gravity 1.0 @ 680 F @ (200C), other fluids may vary performance
PUMPS & SYSTEMS
USA: [phone] • Canada: [phone] • International: [phone]
SECTION A
PAGE 3
'DATE 6105

CAMERON WOODS
-- I-M]
_~•��/��
y 1��
all
_ ��
err
1i.►��
I
•
m
1181
�J d
<=1.5
<= 2 �CRAN E .
- <= 2.5 T PUMPS & SYSTEMS
— — 4 PIPE SCHEMATIC ( WITH BACKGROUND)
A
<=8 ,may
�
<=10 r O-AN+B
— —12 A=.525 : B= 25 : N= 384 : 0= 226.6 GPM
> 12 GPD= 210 : C FACTOR= 120 :PIPE P,1AT'L=SDR-21

CAMERON WOODS
0
Phase 6B
q
A
R.�
pAt
7
pA0 P'1 d
4
P�
P-a
Q
� Q A
Q
N ?8
C9
d.
A
a
Pipe Diameter
:=0 pa
<=12` R.
o `= 2 4 CRAM E O .= �''�, d ,
- = 2 = --Ili PAPS & SYS 1 EMS
3
(� .-=4 PIPE HALIES
O <= a
0 = 10 a Ara+B
12 A=.525 : B= 25 : H= 384 : 0= 226.6 GPM
12 GPD= 210 : C FACTOR= 120 :PIPE MATTSDR-21

R-2
Pump-8
= Ir--�
Pu
J-1
Pipe Diameter
=:= 0.5
<=1.25
O <=1.5
— 2
2.5
<= 3
=:= 4
6
O <= a
<= 10
<= 12
>12
CANIERON WOODS
PpW25
J- .b37
s
J•21
�;�urnp-19
J-11 J�499�
Pump-4 J-15
l
3 1w
J-Purnp-2/4mp-22 GRAN E.
-1UPAPS & SYSTEMS
RODE HALIES
O-A1J+B
A=.525 : B= 25 : H= 384 : a= 226.6 GPf.1
GPD= 210 : C FACTOR= 120 :PIPE C1AT'L=SDR-21

* * * * * * * * * * CRANE PUMPS & SYSTEMS
HYDRAULIC ANALYSIS
FOR
CAMERON WOODS PHASE 3B
BRUNSWICK COUNTY, NC
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
Date & Time: Tue May 08 07:06:30 2018
************************************************
S U M M A R Y O F O R I G I N A L D A T A
U N I T S S P E C I F I E D
FLOWRATE ............ = gallons/minute
HEAD (HGL) .......... = feet
PRESSURE ............ = psig
P I P E L I N E D A T A
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E
NODE
NAMES
LENGTH
DIAMETER
ROUGHNESS
MINOR
N A M E
#1
#2
(ft)
(in)
COEFF.
LOSS COEFF.
-------------------------------------------------------------------------------
P-1
J-13
J-32
426.13
4.05
120.0000
0.00
P-2
J-2
J-4
330.83
4.05
120.0000
0.00
P-3
J-3
J-33
22.01
2.14
120.0000
0.00
P-4
J-4
J-6
659.10
4.05
120.0000
0.00
P-5
J-5
J-19
21.35
2.14
120.0000
0.00
P-6
J-6
J-9
574.84
4.05
120.0000
0.00
P-7
J-7
J-6
649.66
2.14
120.0000
0.00
P-8
J-8
J-25
1224.58
2.14
120.0000
0.00
P-9
J-9
J-18
60.69
5.96
120.0000
0.00
P-10
J-10
J-35
18.46
2.14
120.0000
0.00
P-11
J-11
J-9
364.10
3.15
120.0000
0.00
P-12
J-12
J-34
20.91
2.14
120.0000
0.00
P-13
J-14
J-48
39.36
2.14
120.0000
0.00
P-14
J-15
J-13
1048.23
3.15
120.0000
0.00
P-15
J-1
J-46
22.02
2.14
120.0000
0.00
P-16
J-16
J-49
19.73
2.14
120.0000
0.00
P-17
J-17
J-13
399.90
3.15
120.0000
0.00
P-18
J-19
J-4
1603.04
2.14
120.0000
0.00
P-19
J-18
J-21
297.73
5.96
120.0000
0.00
P-20
J-20
J-36
35.58
2.14
120.0000
0.00
P-21
J-21
R-2
1768.04
5.96
120.0000
0.00
P-22
J-23
J-22
289.51
2.14
120.0000
0.00
P-23
J-22
J-21
189.17
2.14
120.0000
0.00
P-24
J-24
J-51
18.79
2.14
120.0000
0.00

P-25
J-25
J-6
228.13
2.14
120.0000
0.00
P-26
J-26
J-25
427.99
2.14
120.0000
0.00
P-27
J-27
J-2
831.55
4.05
120.0000
0.00
P-28
J-28
J-27
192.62
2.14
120.0000
0.00
P-29
J-30
J-17
1030.14
2.14
120.0000
0.00
P-30
J-29
J-17
655.24
3.15
120.0000
0.00
P-31
J-31
J-29
1354.69
2.14
120.0000
0.00
P-32
J-32
J-27
138.41
4.05
120.0000
0.00
P-33
J-44
J-32
182.67
2.14
120.0000
0.00
P-34
J-46
J-29
64.91
2.14
120.0000
0.00
P-35
O-Pump-1
J-46
83.01
1.71
120.0000
0.00
P-36
O-Pump-2
J-31
76.23
1.71
120.0000
0.00
P-37
O-Pump-5
J-19
104.07
1.71
120.0000
0.00
P-38
J-33
J-2
1076.81
2.14
120.0000
0.00
P-39
O-Pump-6
J-33
96.33
1.71
120.0000
0.00
P-40
J-34
J-11
1187.21
2.14
120.0000
0.00
P-41
O-Pump-7
J-34
94.62
1.71
120.0000
0.00
P-42
J-35
J-11
1140.13
2.14
120.0000
0.00
P-43
O-Pump-8
J-35
94.40
1.71
120.0000
0.00
P-44
J-36
J-18
597.36
2.14
120.0000
0.00
P-45
O-Pump-9
J-36
69.20
1.71
120.0000
0.00
P-46
J-37
J-22
250.17
2.14
120.0000
0.00
P-58
J-41
J-55
17.26
2.14
120.0000
0.00
P-70
J-48
J-15
85.89
2.14
120.0000
0.00
P-71
O-Pump-3
J-48
79.95
1.71
120.0000
0.00
P-72
J-49
J-15
602.00
2.14
120.0000
0.00
P-73
O-Pump-4
J-49
86.07
1.71
120.0000
0.00
P-74
J-51
J-37
369.53
2.14
120.0000
0.00
P-75
O-Pump-18
J-51
78.74
1.71
120.0000
0.00
P-76
J-55
J-37
410.91
2.14
120.0000
0.00
P-77
O-Pump-19
J-55
91.24
1.71
120.0000
0.00
P-78
O-Pump-20
J-28
143.62
1.71
120.0000
0.00
P-79
O-Pump-21
J-44
91.44
1.71
120.0000
0.00
P-80
O-Pump-22
J-30
53.68
1.71
120.0000
0.00
P-81
O-Pump-23
J-26
73.58
1.71
120.0000
0.00
P-82
O-Pump-24
J-7
93.37
1.71
120.0000
0.00
P-83
O-Pump-25
J-23
69.12
1.71
120.0000
0.00
P-84
O-Pump-26
J-8
103.17
1.71
120.0000
0.00
P U M P/ L O S S E L E M E N T D A
T A
THERE IS A DEVICE AT NODE
Pump-1
DESCRIBED
BY THE FOLLOWING DATA:
(ID= 1)
HEAD
FLOWRATE
EFFICIENCY
(£t)
(4Pm)
M
200.00
0.00
75.00
(Default)
175.00
12.00
75.00
(Default)
150.00
24.00
75.00
(Default)
125.00
29.00
75.00
(Default)
100.00
29.25
75.00
(Default)
75.00
29.50
75.00
(Default)
50.00
29.75
75.00
(Default)
25.00
30.00
75.00
(Default)
1.00
30.10
75.00
(Default)

N O D E D A T A
NODE NODE
EXTERNAL
JUNCTION
EXTERNAL
NAME TITLE
DEMAND
ELEVATION
GRADE
(gpm)
(ft)
(ft)
--------------------------------------------------------------
J-1
0.00
47.00
J-2
0.00
46.00
J-3
0.00
46.00
J-4
0.00
44.00
J-5
0.00
45.00
J-6
0.00
44.00
J-7
0.00
44.00
J-8
0.00
46.00
J-9
0.00
47.00
J-10
0.00
49.00
J-11
0.00
49.00
J-12
0.00
49.00
J-13
0.00
34.00
J-14
0.00
29.00
J-15
0.00
26.50
J-16
0.00
27.00
J-17
0.00
43.50
J-18
0.00
47.00
J-19
0.00
45.00
J-20
0.00
44.00
J-21
0.00
48.00
J-22
0.00
48.50
J-23
0.00
48.00
J-24
0.00
48.50
J-25
0.00
50.00
J-26
0.00
46.00
J-27
0.00
48.00
J-28
0.00
38.00
J-29
0.00
47.00
J-30
0.00
28.00
J-31
0.00
30.00
J-32
0.00
48.00
J-33
0.00
46.00
J-34
0.00
49.00
J-35
0.00
49.00
J-36
0.00
44.00
J-37
0.00
48.50
J-41
0.00
48.00
J-44
0.00
38.00
J-46
0.00
47.00
J-48
0.00
29.00
J-49
0.00
27.00
J-51
0.00
48.00
J-55
0.00
48.00
O-Pump-1
----
40.00
40.00
O-Pump-4
----
20.00
20.00
O-Pump-5
----
45.00
38.00
O-Pump-7
----
49.00
42.00
O-Pump-8
----
49.00
42.00
O-Pump-23
----
39.00
39.00
O-PUMP-24
----
37.00
37.00
O-Pump-25
----
41.00
41.00
O-Pump-26
----
39.00
39.00

00'0
00.0
00.0
00.0
00'0
00.0
TT-£
VE-r
oV-d
00.0
00'0
00'0
00.0
00.0
00'0
SE-r
9-dmnd-o
6E-d
00.0
00'0
00'0
00.0
00.0
00'0
Z-r
EC-r
8E-d
99'99
95'99
LO'V
00'0
8L'S
LO'6Z
61-£
S-did-o
LE-d
00,9E
00,9E
ZZ'£
00'0
VL'Z
00'EZ
TE-r
Z-d—d-O
9E-d
SUSS
8E'SS
90'V
00'0
09'11
ZO'6Z
9V-r
T-dmnd-O
SE-d
£L'8T
£L'8T
09'Z
00'0
ZZ'T
ZO'6Z
6Z-r
9V-r
VIE-d
00'0
00'0
00'0
00.0
00'0
00.0
ZE-r
VV-r
EE-d
06'£T
06'Ei
TE'E
00'0
Z6'T
89'ZET
LZ-r
ZE-£
ZE-d
LT'ZT
LT'ZT
90'Z
00'0
6V'9T
00'£Z
6Z-r
i£-r
TE-d
9E'8
9£'8
ST'Z
00'0
8V'S
ZO'ZS
LT-r
6Z-r
OE-d
SUET
S U ET
OZ'Z
00'0
LT'VT
99'VZ
LT-r
OE-r
6Z-d
00'0
00'0
00"0
00'0
00'0
00'0
LZ-r
BZ-r
8Z-d
WET
06'Ei
TE'E
00'0
95'11
89'ZET
Z-r
LZ-r
LZ-d
00'0
00'0
00'0
00'0
00'0
00'0
SZ-r
9Z-r
9Z-d
L6'8T
L6'8T
Z9'Z
00'0
E£'V
ZZ'6Z
9-r
SZ-r
SZ-d
00'0
00'0
00'0
00'0
00'0
00'0
TS-r
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9E'61
9E'61
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00'0
99'E
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00.0
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EV's
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00'0
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00'0
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00'T£ ----
TZ-dmka-o
00'TE
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OZ-dbma-0
00'TV
00'TV ----
6T-drama-o
00'TV
00'TV ----
8T-d+ur►a-O
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E-duma-o
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6-cbuna-o
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9-duna-o
00'EZ
00'EZ ----
Z-dm-a-o
OV'T8
00'99 ----
Z-g

P-41
O-Pump-7
J-34
0.00
0.00
0.00
0.00
0.00
0.00
P-42
J-35
J-11
0.00
0.00
0.00
0.00
0.00
0.00
P-43
0-Pump-8
J-35
0.00
0.00
0.00
0.00
0.00
0.00
P-44
J-36
J-18
0.00
0.00
0.00
0.00
0.00
0.00
2-45
0-Pump-9
J-36
0.00
0.00
0.00
0.00
0.00
0.00
P-46
J-37
J-22
29.55
4.84
0.00
2.65
19.36
19.36
P-58
J-41
J-55
0.00
0.00
0.00
0.00
0.00
0.00
P-70
J-48
J-15
28.71
1.58
0.00
2.57
18.35
18.35
P-71
0-Pump-3
J-48
28.71
4.34
0.00
4.01
54.27
54.27
P-72
J-49
J-15
27.39
10.13
0.00
2.45
16.82
16.82
P-73
O-Pump-4
J-49
27.39
4.28
0.00
3.83
49.74
49.74
P-74
J-51
J-37
29.55
7.15
0.00
2.65
19.36
19.36
P-75
O-Pump-18
J-51
29.55
4.51
0.00
4.13
57.25
57.25
P-76
J-55
J-37
0.00
0.00
0.00
0.00
0.00
0.00
P-77
0-Pump-19
J-55
0.00
0.00
0.00
0.00
0.00
0.00
P-78
O-Pump-20
J-28
0.00
0.00
0.00
0.00
0.00
0.00
P-79
O-Pump-21
J-44
0.00
0.00
0.00
0.00
0.00
0.00
P-80
O-Pump-22
J-30
24.56
2.18
0.00
3.43
40.67
40.67
P-81
O-Pump-23
J-26
0.00
0.00
0.00
0.00
0.00
0.00
P-82
O-Pump-24
J-7
0.00
0.00
0.00
0.00
0.00
0.00
P-83
O-Pump-25
J-23
0.00
0.00
0.00
0.00
0.00
0.00
P-84
O-Pump-26
J-8
29.22
5.79
0.00
4.09
56.10
56.10
N O D E R E S U L T S
NODE
NODE EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
gpm
ft
ft
ft
psi
------------------------------------------------------------------------------
J-1
0.00
158.95
47.00
111.95
48.51
J-2
0.00
126.00
46.00
80.00
34.67
J-3
0.00
126.00
46.00
80.00
34.67
J-4
0.00
121.40
44.00
77.40
33.54
J-5
0.00
151.52
45.00
106.52
46.16
J-6
0.00
108.17
44.00
64.17
27.81
J-7
0.00
108.17
44.00
64.17
27.81
J-8
0.00
135.74
46.00
89.74
38.89
J-9
0.00
92.48
47.00
45.48
19.71
J-10
0.00
92.48
49.00
43.48
18.84
J-11
0.00
92.48
49.00
43.48
18.84
J-12
0.00
92.48
49.00
43.48
18.84
J-13
0.00
145.41
34.00
111.41
48.28
J-14
0.00
157.07
29.00
128.07
55.50
J-15
0.00
155.49
26.50
128.99
55.90
J-16
0.00
165.62
27.00
138.62
60.07
J-17
0.00
152.26
43.50
108.76
47.13
J-18
0.00
92.23
47.00
45.23
19.60
J-19
0.00
151.52
45.00
106.52
46.16
J-20
0.00
92.23
44.00
48.23
20.90
J-21
0.00
90.99
48.00
42.99
18.63
J-22
0.00
94.66
48.50
46.16
20.00
J-23
0.00
94.66
48.00
46.66
20.22
J-24
0.00
106.65
48.50
58.15
25.20
J-25
0.00
112.50
50.00
62.50
27.08
J-26
0.00
112.50
46.00
66.50
28.82
J-27
0.00
137.56
48.00
89.56
38.81
J-28
0.00
137.56
38.00
99.56
43.14
J-29
0.00
157.74
47.00
110.74
47.99
J-30
0.00
166.43
28.00
138.43
59.98
J-31
0.00
174.23
30.00
144.23
62.50
J-32
0.00
139.49
48.00
91.49
39.65

J-33
0.00
126.00
46.00
80.00
34.67
J-34
0.00
92.48
49.00
43.48
18.84
J-35
0.00
92.48
49.00
43.48
18.84
J-36
0.00
92.23
44.00
48.23
20.90
J-37
0.00
99.50
48.50
51.00
22.10
J-41
0.00
99.50
48.00
51.50
22.32
J-44
0.00
139.49
38.00
101.49
43.98
J-46
0.00
158.95
47.00
111.95
48.51
J-48
0.00
157.07
29.00
128.07
55.50
J-49
0.00
165.62
27.00
138.62
60.07
J-51
0.00
106.65
48.00
58.65
25.42
J-55
0.00
99.50
48.00
51.50
22.32
O-Pump-1
----
163.55
40.00
123.55
53.54
O-Pump-4
----
169.90
20.00
149.90
64.96
O-Pump-5
----
157.31
45.00
112.31
48.67
O-PuTap-7
----
92.48
49.00
43.48
18.84
O-Pump-8
----
92.48
49.00
43.48
18.84
O-Pump-23
----
112.50
39.00
73.50
31.85
O-Pump-24
----
108.17
37.00
71.17
30.84
O-Pump-25
----
94.66
41.00
53.66
23.25
O-Pump-26
----
141.52
39.00
102.52
44.43
R-2
----
81.40
56.00
25.40
11.01
O-pip-2
----
176.98
23.00
153.98
66.72
O-Pump-6
----
126.00
46.00
80.00
34.67
O-Pump-9
----
92.23
44.00
48.23
20.90
O-Pump-3
----
161.41
22.00
139.41
60.41
O-Pump-18
----
111.16
41.00
70.16
30.40
O-PUMP-19
----
99.50
41.00
58.50
25.35
O-Pump-20
----
137.56
31.00
106.56
46.18
O-Pump-21
----
139.49
31.00
108.49
47.01
O-Pump-22
----
168.61
21.00
147.61
63.96
MAXIMUM
AND MINIMUM
VALUES
V E L O C I T I E S
PIPE
MAXIMUM
NUMBER
VELOCITY
(ft/s)
---------------------
P-6
4.76
P-75
4.13
P-84
4.09
P-37
4.07
P-35
4.06
P-4
4.04
P-71
4.01
P-73
3.83
P-80
3.43
P-2
3.31
P-1
3.31
P-32
3.31
P-27
3.31
P-36
3.22
P-17
3.16
P-74
2.65
PIPE
MINIMUM
NUMBER
VELOCITY
(ft/s)
---------------------
P-31
2.06
P-30
2.15
P-9
2.20
P-19
2.20
P-29
2.20
P-14
2.31
P-72
2.45
P-21
2.54
P-70
2.57
P-34
2.60
P-18
2.60
P-8
2.62
P-25
2.62
P-23
2.65
P-46
2.65
P-74
2.65

S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE
FLOWRATE NODE
NAME
--------------------------------------------
gpm TITLE
Pump-1
29.02
Pump-2
23.00
Pump-3
28.71
P4=mp-4
27.39
Pump-5
29.07
Pump-18
29.55
Pump-22
24.56
Pump-26
29.22
R-2
-220.52
NET SYSTEM INFLOW = 220.52
NET SYSTEM OUTFLOW =-220.52
NET SYSTEM DEMAND = 0.00
***** HYDRAULIC SAMPLE A ANALYSIS COMPLETED *****
Case: HYDRAULIC SAMPLE B (PUMPS OPERATING - 1,2,3,4,6,20,24,25)
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E
NODE
NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A M E
#1
#2
LOSS
LOSS
VELD.
1000
1000
----------------------------------------------------------------------------------------
gpm
ft
ft
ft/s
ft/f
ft/f
P-1
J-13
J-32
105.85
3.90
0.00
2.64
9.15
9.15
P-2
J-2
J-4
164.00
6.81
0.00
4.09
20.59
20.59
P-3
J-3
J-33
0.00
0.00
0.00
0.00
0.00
0.00
P-4
J-4
J-6
164.00
13.57
0.00
4.09
20.59
20.59
P-5
J-5
J-19
0.00
0.00
0.00
0.00
0.00
0.00
P-6
J-6
J-9
193.36
16.06
0.00
4.82
27.93
27.93
P-7
J-7
J-6
29.36
12.43
0.00
2.63
19.13
19.13
P-8
J-8
J-25
0.00
0.00
0.00
0.00
0.00
0.00
P-9
J-9
J-18
193.36
0.26
0.00
2.23
4.25
4.25
P-10
J-10
J-35
0.00
0.00
0.00
0.00
0.00
0.00
P-11
J-11
J-9
0.00
0.00
0.00
0.00
0.00
0.00
P-12
J-12
J-34
0.00
0.00
0.00
0.00
0.00
0.00
P-13
J-14
J-48
0.00
0.00
0.00
0.00
0.00
0.00
P-14
J-15
J-13
53.33
9.18
0.00
2.20
8.76
8.76
P-15
J-1
J-46
0.00
0.00
0.00
0.00
0.00
0.00
P-16
J-16
J-49
0.00
0.00
0.00
0.00
0.00
0.00
P-17
J-17
J-13
52.51
3.40
0.00
2.17
8.51
8.51
P-18
J-19
J-4
0.00
0.00
0.00
0.00
0.00
0.00
P-19
J-18
J-21
193.36
1.27
0.00
2.23
4.25
4.25
P-20
J-20
J-36
0.00
0.00
0.00
0.00
0.00
0.00
P-21
J-21
R-2
222.97
9.79
0.00
2.57
5.54
5.54
P-22
J-23
J-22
29.62
5.63
0.00
2.65
19.45
19.45
P-23
J-22
J-21
29.62
3.68
0.00
2.65
19.45
19.45

P-24
J-24
J-51
0.00 0.00
0.00
0.00
0.00 0.00
P-25
J-25
J-6
0.00 0.00
0.00
0.00
0.00 0.00
P-26
J-26
J-25
0.00 0.00
0.00
0.00
0.00 0.00
P-27
J-27
J-2
134.89 11.92
0.00
3.37
14.34 14.34
P-28
J-28
J-27
29.04 3.61
0.00
2.60
18.76 18.76
P-29
J-30
J-17
0.00 0.00
0.00
0.00
0.00 0.00
P-30
J-29
J-17
52.51 5.58
0.00
2.17
8.51 8.51
P-31
J-31
J-29
23.46 17.11
0.00
2.10
12.63 12.63
P-32
J-32
J-27
105.85 1.27
0.00
2.64
9.15 9.15
P-33
J-44
J-32
0.00 0.00
0.00
0.00
0.00 0.00
P-34
J-46
J-29
29.05 1.22
0.00
2.60
18.77 18.77
P-35
O-Pump-1
J-46
29.05 4.61
0.00
4.06
55.49 55.49
P-36
O-Pump-2
J-31
23.46 2.85
0.00
3.28
37.35 37.35
P-37
O-Pump-5
J-19
0.00 0.00
0.00
0.00
0.00 0.00
P-38
J-33
J-2
29.11 20.28
0.00
2.61
18.84 18.84
P-39
O-Pump-6
J-33
29.11 5.37
0.00
4.07
55.70 55.70
P-40
J-34
J-11
0.00 0.00
0.00
0.00
0.00 0.00
P-41
O-Pump-7
J-34
0.00 0.00
0.00
0.00
0.00 0.00
P-42
J-35
J-11
0.00 0.00
0.00
0.00
0.00 0.00
P-43
O-Pump-8
J-35
0.00 0.00
0.00
0.00
0.00 0.00
P-44
J-36
J-18
0.00 0.00
0.00
0.00
0.00 0.00
P-45
O-Pump-9
J-36
0.00 0.00
0.00
0.00
0.00 0.00
P-46
J-37
J-22
0.00 0.00
0.00
0.00
0.00 0.00
P-58
J-41
J-55
0.00 0.00
0.00
0.00
0.00 0.00
P-70
J-48
J-15
28.69 1.58
0.00
2.57
18.34 18.34
P-71
O-Pump-3
J-48
28.69 4.83
0.00
4.01
54.23 54.23
P-72
J-49
J-15
24.64 8.33
0.00
2.21
13.83 13.83
P-73
O-Pump-4
J-49
24.64 3.52
0.00
3.45
40.90 40.90
P-74
J-51
J-37
0.00 0.00
0.00
0.00
0.00 0.00
P-75
O-Pump-18
J-51
0.00 0.00
0.00
0.00
0.00 0.00
P-76
J-55
J-37
0.00 0.00
0.00
0.00
0.00 0.00
P-77
O-Pump-19
J-55
0.00 0.00
0.00
0.00
0.00 0.00
P-78
O-Pump-20
J-28
29.04 7.97
0.00
4.06
55.46 55.46
P-79
O-Pump-21
J-44
0.00 0.00
0.00
0.00
0.00 0.00
P-80
O-Pump-22
J-30
0.00 0.00
0.00
0.00
0.00 0.00
P-81
O-Pump-23
J-26
0.00 0.00
0.00
0.00
0.00 0.00
P-82
O-Pump-24
J-7
29.36 5.28
0.00
4.10
56.57 56.57
P-83
O-Pump-25
J-23
29.62 3.97
0.00
4.14
57.51 57.51
P-84
O-Pump-26
J-8
0.00 0.00
0.00
0.00
0.00 0.00
N O D E R E
S U L T S
NODE
NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE
DEMAND
GRADE ELEVATION
HEAD
PRESSURE
gpm
ft
ft
ft
psi
------------------------------------------------------------------------------
J-1
0.00
156.44
47.00
109.44
47.42
J-2
0.00
129.15
46.00
83.15
36.03
J-3
0.00
149.44
46.00
103.44
44.82
J-4
0.00
122.34
44.00
78.34
33.95
J-5
0.00
122.34
45.00
77.34
33.52
J-6
0.00
108.77
44.00
64.77
28.07
J-7
0.00
121.20
44.00
77.20
33.45
J-8
0.00
108.77
46.00
62.77
27.20
J-9
0.00
92.72
47.00
45.72
19.81
J-10
0.00
92.72
49.00
43.72
18.94
J-11
0.00
92.72
49.00
43.72
18.94
J-12
0.00
92.72
49.00
43.72
18.94
J-13
0.00
146.24
34.00
112.24
48.64
J-14
0.00
157.00
29.00
128.00
55.47

J-15
0.00
155.42
26.50
128.92
55.87
J-16
0.00
163.75
27.00
136.75
59.26
J-17
0.00
149.65
43.50
106.15
46.00
J-18
0.00
92.46
47.00
45.46
19.70
J-19
0.00
122.34
45.00
77.34
33.52
J-20
0.00
92.46
44.00
48.46
21.00
J-21
0.00
91.19
48.00
43.19
18.72
J-22
0.00
94.87
48.50
46.37
20.09
J-23
0.00
100.50
48.00
52.50
22.75
J-24
0.00
94.87
48.50
46.37
20.09
J-25
0.00
108.77
50.00
58.77
25.47
J-26
0.00
108.77
46.00
62.77
27.20
J-27
0.00
141.08
48.00
93.08
40.33
J-28
0.00
144.69
38.00
106.69
46.23
J-29
0.00
155.22
47.00
108.22
46.90
J-30
0.00
149.65
28.00
121.65
52.71
J-31
0.00
172.34
30.00
142.34
61.68
J-32
0.00
142.34
48.00
94.34
40.88
J-33
0.00
149.44
46.00
103.44
44.82
J-34
0.00
92.72
49.00
43.72
18.94
J-35
0.00
92.72
49.00
43.72
18.94
J-36
0.00
92.46
44.00
48.46
21.00
J-37
0.00
94.87
48.50
46.37
20.09
J-41
0.00
94.87
48.00
46.87
20.31
J-44
0.00
142.34
38.00
104.34
45.22
J-46
0.00
156.44
47.00
109.44
47.42
J-48
0.00
157.00
29.00
128.00
55.47
J-49
0.00
163.75
27.00
136.75
59.26
J-51
0.00
94.87
48.00
46.87
20.31
J-55
0.00
94.87
48.00
46.87
20.31
O-P12mp-1
----
161.05
40.00
121.05
52.45
O-puW-4
----
167.27
20.00
147.27
63.82
O-Pump-5
----
122.34
45.00
77.34
33.52
O-Pump-7
----
92.72
49.00
43.72
18.94
O-Pump-8
----
92.72
49.00
43.72
18.94
O-Pump-23
----
108.77
39.00
69.77
30.23
O-Pump-24
----
126.48
37.00
89.48
38.78
O-Pump-25
----
104.48
41.00
63.48
27.51
O-pump-26
----
108.77
39.00
69.77
30.23
R-2
----
81.40
56.00
25.40
11.01
O-pump-2
----
175.18
23.00
152.18
65.95
o-pump-6
----
154.80
46.00
108.80
47.15
O-Purnp-9
----
92.46
44.00
48.46
21.00
O-Pump-3
----
161.83
22.00
139.83
60.59
O-Pump-18
----
94.87
41.00
53.87
23.34
O-Pump-19
----
94.87
41.00
53.87
23.34
O-Pump-20
----
152.66
31.00
121.66
52.72
O-Pump-21
----
142.34
31.00
111.34
48.25
O-Pump-22
----
149.65
21.00
128.65
55.75

M A X I M U M A N D M I N I M U M V A L U E S
V E L O C I T I E S
PIPE
MAXIMUM
NUMBER
VELOCITY
(ft/s)
---------------------
P-6
4.82
P-83
4.14
P-82
4.10
P-2
4.09
P-4
4.09
P-39
4.07
P-35
4.06
P-78
4.06
P-71
4.01
P-73
3.45
P-27
3.37
P-36
3.28
P-22
2.65
P-23
2.65
P-32
2.64
PIPE
MINIMUM
NUMBER
VELOCITY
(ft/s)
---------------------
P-31
2.10
P-17
2.17
P-30
2.17
P-14
2.20
P-72
2.21
P-9
2.23
P-19
2.23
P-21
2.57
P-70
2.57
P-28
2.60
P-34
2.60
P-38
2.61
P-7
2.63
P-1
2.64
P-32
2.64
S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE
FLOWRATE NODE
NAME
gpm TITLE
--------------------------------------------
Pump-1
29.05
Pump-2
23.46
Pump-3
28.69
Pump-4
24.64
Pump-6
29.11
Pump-20
29.04
Pump-24
29.36
Pump-25
29.62
R-2
-222.97
NET SYSTEM INFLOW = 222.97
NET SYSTEM OUTFLOW =-222.97
NET SYSTEM DEMAND = 0.00
***** HYDRAULIC SAMPLE B ANALYSIS COMPLETED *****

Case: HYDRAULIC SAMPLE C ( PUMPS OPERATING - 1,2,7,8,9,21,22)
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E
NODE
NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A M E
#1
#2
LOSS
LOSS
VELD.
1000
1000
----------------------------------------------------------------------------------------
gpm
ft
ft
ft/s
ft/f
ft/f
P-1
J-13
J-32
86.71
2.70
0.00
2.16
6.33
6.33
P-2
J-2
J-4
116.00
3.59
0.00
2.89
10.84
10.84
P-3
J-3
J-33
0.00
0.00
0.00
0.00
0.00
0.00
P-4
J-4
J-6
116.00
7.15
0.00
2.89
10.84
10.84
P-5
J-5
J-19
0.00
0.00
0.00
0.00
0.00
0.00
P-6
J-6
J-9
116.00
6.23
0.00
2.89
10.84
10.84
P-7
J-7
J-6
0.00
0.00
0.00
0.00
0.00
0.00
P-8
J-8
J-25
0.00
0.00
0.00
0.00
0.00
0.00
P-9
J-9
J-18
174.88
0.21
0.00
2.01
3.53
3.53
P-10
J-10
J-35
0.00
0.00
0.00
0.00
0.00
0.00
P-11
J-11
J-9
58.88
3.83
0.00
2.43
10.52
10.52
P-12
J-12
J-34
0.00
0.00
0.00
0.00
0.00
0.00
P-13
J-14
J-48
0.00
0.00
0.00
0.00
0.00
0.00
P-14
J-15
J-13
0.00
0.00
0.00
0.00
0.00
0.00
P-15
J-1
J-46
0.00
0.00
0.00
0.00
0.00
0.00
P-16
J-16
J-49
0.00
0.00
0.00
0.00
0.00
0.00
P-17
J-17
J-13
86.71
8.62
0.00
3.58
21.55
21.55
P-18
J-19
J-4
0.00
0.00
0.00
0.00
0.00
0.00
P-19
J-18
J-21
204.43
1.40
0.00
2.35
4.72
4.72
P-20
J-20
J-36
0.00
0.00
0.00
0.00
0.00
0.00
P-21
J-21
R-2
204.43
8.34
0.00
2.35
4.72
4.72
P-22
J-23
J-22
0.00
0.00
0.00
0.00
0.00
0.00
P-23
J-22
J-21
0.00
0.00
0.00
0.00
0.00
0.00
P-24
J-24
J-51
0.00
0.00
0.00
0.00
0.00
0.00
P-25
J-25
J-6
0.00
0.00
0.00
0.00
0.00
0.00
P-26
J-26
J-25
0.00
0.00
0.00
0.00
0.00
0.00
P-27
J-27
J-2
116.00
9.02
0.00
2.89
10.84
10.84
P-28
J-28
J-27
0.00
0.00
0.00
0.00
0.00
0.00
P-29
J-30
J-17
28.90
19.14
0.00
2.59
18.58
18.58
P-30
J-29
J-17
57.81
6.66
0.00
2.39
10.17
10.17
P-31
J-31
J-29
28.59
24.68
0.00
2.56
18.22
18.22
P-32
J-32
J-27
116.00
1.50
0.00
2.89
10.84
10.84
P-33
J-44
J-32
29.29
3.48
0.00
2.62
19.05
19.05
P-34
J-46
J-29
29.22
1.23
0.00
2.62
18.97
18.97
P-35
O-Pump-1
J-46
29.22
4.66
0.00
4.09
56.10
56.10
P-36
O-Pump-2
J-31
28.59
4.11
0.00
4.00
53.87
53.87
P-37
O-Pump-5
J-19
0.00
0.00
0.00
0.00
0.00
0.00
P-38
J-33
J-2
0.00
0.00
0.00
0.00
0.00
0.00
P-39
O-Pump-6
J-33
0.00
0.00
0.00
0.00
0.00
0.00
P-40
J-34
J-11
29.44
22.83
0.00
2.64
19.23
19.23
P-41
O-Pump-7
J-34
29.44
5.38
0.00
4.12
56.86
56.86
P-42
J-35
J-11
29.45
21.93
0.00
2.64
19.24
19.24
P-43
O-Pump-8
J-35
29.45
5.37
0.00
4.12
56.89
56.89
P-44
J-36
J-18
29.55
11.57
0.00
2.65
19.37
19.37
P-45
O-Pump-9
J-36
29.55
3.96
0.00
4.13
57.28
57.28
P-46
J-37
J-22
0.00
0.00
0.00
0.00
0.00
0.00
P-58
J-41
J-55
0.00
0.00
0.00
0.00
0.00
0.00
P-70
J-48
J-15
0.00
0.00
0.00
0.00
0.00
0.00
P-71
O-Pump-3
J-48
0.00
0.00
0.00
0.00
0.00
0.00
P-72
J-49
J-15
0.00
0.00
0.00
0.00
0.00
0.00
P-73
O-Pump-4
J-49
0.00
0.00
0.00
0.00
0.00
0.00
P-74
J-51
J-37
0.00
0.00
0.00
0.00
0.00
0.00

P-75
O-Pump-18
J-51
0.00
0.00
0.00
0.00
0.00
0.00
P-76
J-55
J-37
0.00
0.00
0.00
0.00
0.00
0.00
P-77
O-Pump-19
J-55
0.00
0.00
0.00
0.00
0.00
0.00
P-78
O-Pump-20
J-28
0.00
0.00
0.00
0.00
0.00
0.00
P-79
O-Pump-21
J-44
29.29
5.15
0.00
4.09
56.32
56.32
P-80
O-Pump-22
J-30
28.90
2.95
0.00
4.04
54.96
54.96
P-81
O-Pump-23
J-26
0.00
0.00
0.00
0.00
0.00
0.00
P-82
O-Pump-24
J-7
0.00
0.00
0.00
0.00
0.00
0.00
P-83
O-Pump-25
J-23
0.00
0.00
0.00
0.00
0.00
0.00
P-84
O-Pump-26
J-8
0.00
0.00
0.00
0.00
0.00
0.00
N O D E R E S U L T S
NODE NODE
EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME TITLE
DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
gpm
ft
ft
ft
psi
------------------------------------------------------------------------------
J-1
0.00
138.04
47.00
91.04
39.45
J-2
0.00
108.32
46.00
62.32
27.01
J-3
0.00
108.32
46.00
62.32
27.01
J-4
0.00
104.73
44.00
60.73
26.32
J-5
0.00
104.73
45.00
59.73
25.88
J-6
0.00
97.59
44.00
53.59
23.22
J-7
0.00
97.59
44.00
53.59
23.22
J-8
0.00
97.59
46.00
51.59
22.36
J-9
0.00
91.36
47.00
44.36
19.22
J-10
0.00
117.12
49.00
68.12
29.52
J-11
0.00
95.19
49.00
46.19
20.01
J-12
0.00
118.01
49.00
69.01
29.91
J-13
0.00
121.53
34.00
87.53
37.93
J-14
0.00
121.53
29.00
92.53
40.10
J-15
0.00
121.53
26.50
95.03
41.18
J-16
0.00
121.53
27.00
94.53
40.96
J-17
0.00
130.15
43.50
86.65
37.55
J-18
0.00
91.14
47.00
44.14
19.13
J-19
0.00
104.73
45.00
59.73
25.88
J-20
0.00
102.71
44.00
58.71
25.44
J-21
0.00
89.74
48.00
41.74
18.09
J-22
0.00
89.74
48.50
41.24
17.87
J-23
0.00
89.74
48.00
41.74
18.09
J-24
0.00
89.74
48.50
41.24
17.87
J-25
0.00
97.59
50.00
47.59
20.62
J-26
0.00
97.59
46.00
51.59
22.36
J-27
0.00
117.34
48.00
69.34
30.05
J-28
0.00
117.34
38.00
79.34
34.38
J-29
0.00
136.81
47.00
89.81
38.92
J-30
0.00
149.29
28.00
121.29
52.56
J-31
0.00
161.49
30.00
131.49
56.98
J-32
0.00
118.84
48.00
70.84
30.70
J-33
0.00
108.32
46.00
62.32
27.01
J-34
0.00
118.01
49.00
69.01
29.91
J-35
0.00
117.12
49.00
68.12
29.52
J-36
0.00
102.71
44.00
58.71
25.44
J-37
0.00
89.74
48.50
41.24
17.87
J-41
0.00
89.74
48.00
41.74
18.09
J-44
0.00
122.32
38.00
84.32
36.54
J-46
0.00
138.04
47.00
91.04
39.45
J-48
0.00
121.53
29.00
92.53
40.10

J-49
0.00
121.53
27.00
94.53
40.96
J-51
0.00
89.74
48.00
41.74
18.09
J-55
0.00
89.74
48.00
41.74
18.09
O-Pump-1
----
142.70
40.00
102.70
44.50
O-Pump-4
----
121.53
20.00
101.53
44.00
O-Pump-5
----
104.73
45.00
59.73
25.88
O-Pump-7
----
123.39
49.00
74.39
32.24
O-Purnp-8
----
122.49
49.00
73.49
31.85
O-Pump-23
----
97.59
39.00
58.59
25.39
O-Pump-24
----
97.59
37.00
60.59
26.26
O-Pump-25
----
89.74
41.00
48.74
21.12
O-Pump-26
----
97.59
39.00
58.59
25.39
R-2
----
81.40
56.00
25.40
11.01
O-Pump-2
----
165.60
23.00
142.60
61.79
O-Pump-6
----
108.32
46.00
62.32
27.01
O-Pump-9
----
106.68
44.00
62.68
27.16
O-Pump-3
----
121.53
22.00
99.53
43.13
O-PUMP-18
----
89.74
41.00
48.74
21.12
O-PUMP-19
----
89.74
41.00
48.74
21.12
O-Pump-20
----
117.34
31.00
86.34
37.41
O-Pump-21
----
127.47
31.00
96.47
41.80
O-Pump-22
----
152.24
21.00
131.24
56.87
M A X I M U M A N D
M I N I M U M
V A L U E S
V E L O C I T I E S
PIPE
MAXIMUM
PIPE
MINIMUM
NUMBER
VELOCITY
NUMBER
VELOCITY
(ft/s)
---------------------
(ft/s)
---------------------
P-45
4.13
P-9
2.01
P-43
4.12
P-1
2.16
P-41
4.12
P-21
2.35
P-79
4.09
P-19
2.35
P-35
4.09
P-30
2.39
P-80
4.04
P-11
2.43
P-36
4.00
P-31
2.56
P-17
3.58
P-29
2.59
P-2
2.89
P-34
2.62
P-4
2.89
P-33
2.62
P-6
2.89
P-40
2.64
P-27
2.89
P-42
2.64
P-32
2.89
P-44
2.65

S U M M A R Y O F I N F L O W S A N D O U T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE
FLOWRATE NODE
NAME
gpm TITLE
--------------------------------------------
Pump-1
29.22
Pump-2
28.59
Pump-7
29.44
Pump-8
29.45
Pump-9
29.55
Pump-21
29.29
Pump-22
28.90
R-2
-204.43
NET SYSTEM INFLOW = 204.43
NET SYSTEM OUTFLOW =-204.43
NET SYSTEM DEMAND = 0.00
***** HYDRAULIC SAMPLE C ANALYSIS COMPLETED *****
Case: HYDRAULIC SAMPLE D ( PUMPS OPERATING - 1,2,3,4,6,19,21,24 )
P I P E L I N E R E S U L T S
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E
NODE
NUMBERS
FLOWRATE
HEAD
MINOR
LINE
HL+ML/
HL/
N A M E
#1
#2
LOSS
LOSS
VELO.
1000
1000
----------------------------------------------------------------------------------------
gpm
ft
ft
ft/s
ft/f
ft/f
P-1
J-13
J-32
105.63
3.88
0.00
2.64
9.12
9.12
P-2
J-2
J-4
163.80
6.80
0.00
4.09
20.54
20.54
P-3
J-3
J-33
0.00
0.00
0.00
0.00
0.00
0.00
P-4
J-4
J-6
163.80
13.54
0.00
4.09
20.54
20.54
P-5
J-5
J-19
0.00
0.00
0.00
0.00
0.00
0.00
P-6
J-6
J-9
193.16
16.03
0.00
4.82
27.88
27.88
P-7
J-7
J-6
29.36
12.43
0.00
2.63
19.13
19.13
P-8
J-8
J-25
0.00
0.00
0.00
0.00
0.00
0.00
P-9
J-9
J-18
193.16
0.26
0.00
2.22
4.25
4.25
P-10
J-10
J-35
0.00
0.00
0.00
0.00
0.00
0.00
P-11
J-11
J-9
0.00
0.00
0.00
0.00
0.00
0.00
P-12
J-12
J-34
0.00
0.00
0.00
0.00
0.00
0.00
P-13
J-14
J-48
0.00
0.00
0.00
0.00
0.00
0.00
P-14
J-15
J-13
53.22
9.14
0.00
2.20
8.72
8.72
P-15
J-1
J-46
0.00
0.00
0.00
0.00
0.00
0.00
P-16
J-16
J-49
0.00
0.00
0.00
0.00
0.00
0.00
P-17
J-17
J-13
52.41
3.39
0.00
2.16
8.48
8.48
P-18
J-19
J-4
0.00
0.00
0.00
0.00
0.00
0.00
P-19
J-18
J-21
193.16
1.26
0.00
2.22
4.25
4.25
P-20
J-20
J-36
0.00
0.00
0.00
0.00
0.00
0.00
P-21
J-21
R-2
222.69
9.77
0.00
2.56
5.53
5.53
P-22
J-23
J-22
0.00
0.00
0.00
0.00
0.00
0.00
P-23
J-22
J-21
29.53
3.66
0.00
2.65
19.34
19.34
P-24
J-24
J-51
0.00
0.00
0.00
0.00
0.00
0.00

P-25
J-25
J-6
0.00
0.00
0.00
0.00
0.00
0.00
P-26
J-26
J-25
0.00
0.00
0.00
0.00
0.00
0.00
P-27
J-27
J-2
134.69
11.89
0.00
3.36
14.30
14.30
P-28
J-28
J-27
0.00
0.00
0.00
0.00
0.00
0.00
P-29
J-30
J-17
0.00
0.00
0.00
0.00
0.00
0.00
P-30
J-29
J-17
52.41
5.56
0.00
2.16
8.48
8.48
P-31
J-31
J-29
23.37
16.98
0.00
2.09
12.54
12.54
P-32
J-32
J-27
134.69
1.98
0.00
3.36
14.30
14.30
P-33
J-44
J-32
29.06
3.43
0.00
2.60
18.77
18.77
P-34
J-46
J-29
29.05
1.22
0.00
2.60
18.76
18.76
P-35
0-Pump-1
J-46
29.05
4.60
0.00
4.06
55.47
55.47
P-36
O-Pump-2
J-31
23.37
2.83
0.00
3.27
37.07
37.07
P-37
0-Pump-5
J-19
0.00
0.00
0.00
0.00
0.00
0.00
P-38
J-33
J-2
29.11
20.29
0.00
2.61
18.84
18.84
P-39
O-Pump-6
J-33
29.11
5.37
0.00
4.07
55.71
55.71
P-40
J-34
J-11
0.00
0.00
0.00
0.00
0.00
0.00
P-41
O-Pump-7
J-34
0.00
0.00
0.00
0.00
0.00
0.00
P-42
J-35
J-11
0.00
0.00
0.00
0.00
0.00
0.00
P-43
0-Pump-8
J-35
0.00
0.00
0.00
0.00
0.00
0.00
P-44
J-36
J-18
0.00
0.00
0.00
0.00
0.00
0.00
P-45
0-Pump-9
J-36
0.00
0.00
0.00
0.00
0.00
0.00
P-46
J-37
J-22
29.53
4.84
0.00
2.65
19.34
19.34
P-58
J-41
J-55
0.00
0.00
0.00
0.00
0.00
0.00
P-70
J-48
J-15
28.68
1.57
0.00
2.57
18.32
18.32
P-71
O-Pump-3
J-48
28.68
4.83
0.00
4.01
54.17
54.17
P-72
J-49
J-15
24.54
8.26
0.00
2.20
13.73
13.73
P-73
0-Pump-4
J-49
24.54
3.49
0.00
3.43
40.60
40.60
P-74
J-51
J-37
0.00
0.00
0.00
0.00
0.00
0.00
P-75
O-Pump-18
J-51
0.00
0.00
0.00
0.00
0.00
0.00
P-76
J-55
J-37
29.53
7.95
0.00
2.65
19.34
19.34
P-77
O-Pump-19
J-55
29.53
5.22
0.00
4.13
57.19
57.19
P-78
O-Pump-20
J-28
0.00
0.00
0.00
0.00
0.00
0.00
P-79
O-Pump-21
J-44
29.06
5.08
0.00
4.06
55.52
55.52
P-80
O-Pump-22
J-30
0.00
0.00
0.00
0.00
0.00
0.00
P-81
O-Pump-23
J-26
0.00
0.00
0.00
0.00
0.00
0.00
P-82
O-Pump-24
J-7
29.36
5.28
0.00
4.10
56.57
56.57
P-83
O-Pump-25
J-23
0.00
0.00
0.00
0.00
0.00
0.00
P-84
O-Pump-26
J-8
0.00
0.00
0.00
0.00
0.00
0.00
N 0 D E R. E S U L T S
NODE
NODE EXTERNAL
HYDRAULIC
NODE
PRESSURE
NODE
NAME
TITLE DEMAND
GRADE
ELEVATION
HEAD
PRESSURE
gpm
ft
ft
ft
psi
------------------------------------------------------------------------------
J-1
0.00
156.97
47.00
109.97
47.65
J-2
0.00
129.05
46.00
83.05
35.99
J-3
0.00
149.34
46.00
103.34
44.78
J-4
0.00
122.25
44.00
78.25
33.91
J-5
0.00
122.25
45.00
77.25
33.48
J-6
0.00
108.72
44.00
64.72
28.04
J-7
0.00
121.14
44.00
77.14
33.43
J-8
0.00
108.72
46.00
62.72
27.18
J-9
0.00
92.69
47.00
45.69
19.80
J-10
0.00
92.69
49.00
43.69
18.93
J-11
0.00
92.69
49.00
43.69
18.93
J-12
0.00
92.69
49.00
43.69
18.93
J-13
0.00
146.80
34.00
112.80
48.88
J-14
0.00
157.52
29.00
128.52
55.69

J-15
0.00
155.95
26.50
129.45
56.09
J-16
0.00
164.21
27.00
137.21
59.46
J-17
0.00
150.19
43.50
106.69
46.23
J-18
0.00
92.43
47.00
45.43
19.69
J-19
0.00
122.25
45.00
77.25
33.48
J-20
0.00
92.43
44.00
48.43
20.99
J-21
0.00
91.17
48.00
43.17
18.71
J-22
0.00
94.83
48.50
46.33
20.07
J-23
0.00
94.83
48.00
46.83
20.29
J-24
0.00
99.67
48.50
51.17
22.17
J-25
0.00
108.72
50.00
58.72
25.44
J-26
0.00
108.72
46.00
62.72
27.18
J-27
0.00
140.94
48.00
92.94
40.27
J-28
0.00
140.94
38.00
102.94
44.61
J-29
0.00
155.75
47.00
108.75
47.13
J-30
0.00
150.19
28.00
122.19
52.95
J-31
0.00
172.73
30.00
142.73
61.85
J-32
0.00
142.92
48.00
94.92
41.13
J-33
0.00
149.34
46.00
103.34
44.78
J-34
0.00
92.69
49.00
43.69
18.93
J-35
0.00
92.69
49.00
43.69
18.93
J-36
0.00
92.43
44.00
48.43
20.99
J-37
0.00
99.67
48.50
51.17
22.17
J-41
0.00
107.61
48.00
59.61
25.83
J-44
0.00
146.35
38.00
108.35
46.95
J-46
0.00
156.97
47.00
109.97
47.65
J-48
0.00
157.52
29.00
128.52
55.69
J-49
0.00
164.21
27.00
137.21
59.46
J-51
0.00
99.67
48.00
51.67
22.39
J-55
0.00
107.61
48.00
59.61
25.83
O-Pump-I
----
161.57
40.00
121.57
52.68
O-Pump-4
----
167.71
20.00
147.71
64.01
O-Pump-5
----
122.25
45.00
77.25
33.48
O-Pump-7
----
92.69
49.00
43.69
18.93
O-Pump-8
----
92.69
49.00
43.69
18.93
O-Pump-23
----
108.72
39.00
69.72
30.21
O-Pump-24
----
126.43
37.00
89.43
38.75
O-Pump-25
----
94.83
41.00
53.83
23.32
O-Pump-26
----
108.72
39.00
69.72
30.21
R-2
----
81.40
56.00
25.40
11.01
O-Pump-2
----
175.56
23.00
152.56
66.11
O-Pump-6
----
154.70
46.00
108.70
47.10
O-Pump-9
----
92.43
44.00
48.43
20.99
O-Pump-3
----
162.35
22.00
140.35
60.82
O-Pump-18
----
99.67
41.00
58.67
25.42
O-PUMP-19
----
112.83
41.00
71.83
31.13
O-Pump-20
----
140.94
31.00
109.94
47.64
O-Pump-21
----
151.42
31.00
120.42
52.18
O-Pump-22
----
150.19
21.00
129.19
55.98

M A X I M U M A N D M I N I M U M V A L U E S
V E L O C I T I E S
PIPE
MAXIMUM
PIPE
MINIMUM
NUMBER
VELOCITY
NUMBER
VELOCITY
(ft/s)
---------------------
(ft/s)
---------------------
P-6
4.82
P-31
2.09
P-77
4.13
P-17
2.16
P-82
4.10
P-30
2.16
P-2
4.09
P-14
2.20
P-4
4.09
P-72
2.20
P-39
4.07
P-9
2.22
P-79
4.06
P-19
2.22
P-35
4.06
P-21
2.56
P-71
4.01
P-70
2.57
P-73
3.43
P-34
2.60
P-27
3.36
P-33
2.60
P-32
3.36
P-38
2.61
P-36
3.27
P-7
2.63
P-23
2.65
P-1
2.64
P-46
2.65
P-46
2.65
P-76
2.65
P-76
2.65
S U M M A R Y O F
I N F L O W S
A N D O U
T F L O W S
(+) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES
(-) OUTFLOWS FROM THE SYSTEM INTO SUPPLY NODES
NODE
FLOWRATE NODE
NAME
gpm TITLE
--------------------------------------------
Pump-1
29.05
Pump-2
23.37
Pump-3
28.68
Pump-4
24.54
Pump-6
29.11
Pump-19
29.53
Pump-21
29.06
Pump-24
29.36
R-2
-222.69
NET SYSTEM INFLOW = 222.69
NET SYSTEM OUTFLOW =-222.69
NET SYSTEM DEMAND = 0.00
***** HYDRAULIC SAMPLE D ANALYSIS COMPLETED *****

Brunswick County Engineering Department
Memorandum
Date: August 24, 2017
To: Ann B. Hardy, MPA, CPA, County Manager
VA-P,#L
From: William L. Pinnix, P.E., Director of Engineering
Amy Aycock, Engineering Project Manager
Cc: John Nichols, P.E., Director of Public Utilities
Subject: Annual Wastewater Facilities FTSE-04/16 Reps
Ann,
Please find enclosed the FTSE- 04/16 reports for your review:
• Northeast Brunswick Regional WWTF - WQ0086819
• West Brunswick WWRF - WO0023693
• Shallotte WWTF - WO0000798
• Ocean Isle Beach WWTF - WQ0006085
• Sea Trail WWTF - WO0012748
• Carolina Shores WWTF - WQ006878 - W00044873
For each facility you will see listed:
• The facility's permitted flow
• The baseline 2008 Obligated but Not Tributary flow (from the initial county report to
DWQ)
• A reconciled flow figure that includes post-2008 permitted flow, commercial projects that
transitioned from permitted to tributary post -2008, and residential connections that
transitioned from permitted to tributary post-2008
• Calculated current Obligated but Not Tributary flow
• The facility's average daily (wet) flow (for last year as supplied by PUD staff)
• Calculated total actual and obligated flows to the facility
• Percent of permitted flow used
As you know on 7/18/2016 we received email correspondence from Dean Hunkele of NCDEQ/DWQ
stating that it was no longer necessary to submit our annual report to DWQ. Per your direction, we
will continue to produce the annual reports for your signature.
Please let me know if you have any questions. I will need a fully executed copy back for the FTSE
program files.
Thank you,
Bill

FTSE UPDATE WORKSHEET 4/1/2016- 2017
OCEAN ISLE BEACH
WQ 0006085
ALL FLOWS ARE REFLECTED IN MGD
1 WWTP FACILITY'S PERMITTED FLOW
1.05
2 OBLIGATED BUT NOT YET TRIBUTARY (2008 Baseline)
0.179
3 TOTAL FLOW FROM LINES A-C BELOW
0.442
A TOTAL FTSE FLOW ADDED SINCE 2008
0.534314
B COMMERCIAL PROJECTS MADE TRIBUTARY SINCE 2008
0.000000
C RESIDENTIAL CUSTOMER CONNECTIONS MADE SINCE 2008 (441 X 210 GPD)
-0.092610
4 OBLIGATED BUT NOT YET TRIBUTARY (4/1/2016)
0.621
OBTAINED BY ADDING LINES 2 AND 3 ABOVE
5 WWTP FACILITY'S AVERAGE DAILY FLOW
0.335
6 TOTAL ACTUAL AND OBLIGATED FLOWS TO THE FACILITY
0.956
OBTAINED BY ADDING LINES 4 AND 5 ABOVE
7 PERCENT OF PERMITTED FLOW USED
91%
OBTAINED BY DIVIDING LINE 5 BY LINE 1 ABOVE
THE ABOVE INFORMATION WILL BE SEEN ON THE FTSE FORM AS FOLLOWS:
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: OCEAN ISLE BEACH
b. WWTP Facility Permit #: WQ 0006085
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
e. WWTP facility's avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
1.05
0.621
0.335
0.956
91%

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 04-16)
Entity Requesting Allocation: BRUNSWICK COUNTY
Project Name for which flow is being requested: FTSE UPDATE 2017
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: OCEAN ISLE BEACH
b. WWTP Facility Permit #: WQ 0006085
All flows are in MGD
c. WWTP facility's permitted flow 1.05
d. Estimated obligated flow not yet tributary to the WWTP 0.621
e. WW7P facility's actual avg_ flow 0.335
f. Total flow for this specific request
g. Total actual and obligated flows to the facility 0,956
h. Percent of permitted flow used 91 %
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
Finn Flow**
Current Avg.
Tributary
Flow Plus
(Name or
Capacity, * (Finn / 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.
Downstream Facility Name (Sewer):
Downstream Permit Number:
Page I of 6

III. Certification Statement:
I (1 r%r% � , "4& bM.— certify to the best of my knowledge that the addition of
the volume of wastewater to Q 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 Official
OP/Z '//�
NAM
Page 2 of 6
� •'rcry r• n � � r

Jocelyn Painter
From: Amy Aycock <[e-mail]>
Sent: Tuesday, May 08, 2018 4:10 PM
To: Jennifer Williams
Cc: Jocelyn Painter
Subject: RE: Cameron Woods Phase 613 FTSE
Attachments: FTSE 2017 Update for OIB WWTP.pdf
Gotcha Jennifer,
The numbers are different because we did an updated 2017 FTSE between Cameron Woods Phase 36 and Phase 613. 1
have included the information for the 2017 FTSE update that was completed, DEQ previously required this to be done
every year, but they have stopped requiring it to be submitted to them. However, we wanted to keep it up as it helps
keep our numbers at all of our plants in check.
Hopefully, you can send this to Monti and this will explain the discrepancies.
Thanks,
Amy AyCOCL
Engineering Project Manager
Brunswick County
Office: 910-253-2407
Cella 910-471-4049
From: Jennifer Williams[mailto:[e-mail])
Sent: Tuesday, May 08, 2018 4:00 PM
To: Amy Aycock <[e-mail]>
Cc: Jocelyn Painter <[e-mail]>
Subject: RE: Cameron Woods Phase 66 FTSE
CAUTION: This email originated from outside of Brunswick County Government. Do not click links or open attachments unless you
recognize the sender and know the content is safe.
Amy —
Monti is pointing out that the FTSE we submitted for 313 does not match what we are submitting for 6B... the 36 one is
attached for reference.
Here is his exact comment "1. It appears that section I (d through h) of the submitted FTSE has not been updated since
the recently submitted FTSE from Cameron Woods Phase 36 project. Please revise as necessary."
Thanks,
Jennifer Williams, PE