52311-Lake Point Flow Test Report_v11
Hydrant Flow Test Report
To: Jim Chandler, P.E. Timmons Group
Levar Lea, Cape Fear Public Utility Authority
Wagoner Porter, Cape Fear Public Utility Authority
Raymond Griswold, New Hanover County
From: Ashley Kabat, P.E. Timmons Group
Subject: Lake Pointe – Hydrant Flow Test Results
Date: June 20, 2022
Test Locations: Approximately 315 FT southwest of the intersection of Blue Clay Rd. and
Dairy Farm Rd.
Attendees: Mallory Alman, Timmons Group
Luke Solari, Timmons Group
Levar Lea, Cape Fear Public Utility Authority
Raymond Griswold, New Hanover County
Instantaneous Flow Test #1
Date and Time of Test: May 10, 2022 at approximately 9:58 a.m.
Flow Hydrant Location (#1157): Approximately 590 FT northeast of the intersection of Blue Clay
Rd. and Dairy Farm Rd.
Approximate Elevation: 27 FT
Flow Rate During Test: 780 Gallons Per Minute (GPM)
Pressure Hydrant Location (#1156): Approximately 315 FT southwest of theintersection of Blue
Clay Rd. and Dairy Farm Rd.
Approximate Elevation: 27 FT
Static Pressure (No Flow): 64 PSI
Residual Pressure During Test: 60 PSI
Calculated Available Flow at 20 PSI: 2,847 GPM
Instantaneous Flow Test #2
Date and Time of Test: May 10, 2022 at approximately 10:13 a.m.
Flow Hydrant Location (#1157): Approximately 590 FT northeast of the intersection of Blue Clay
Rd. and Dairy Farm Rd.
Approximate Elevation: 27 FT
Flow Rate During Test: 764 Gallons Per Minute (GPM)
Flow Hydrant Location: Approximately 1,600 FT northeast of the intersection of Blue Clay Rd.
and Dairy Farm Rd.
2
Approximate Elevation: 16 FT
Flow Rate During Test: 900 Gallons Per Minute (GPM)
Total Flow: 1,664 Gallons Per Minute (GPM)
Pressure Hydrant Location (#1156): Approximately 315 FT southwest of the intersection of Blue
Clay Rd. and Dairy Farm Rd.
Approximate Elevation: 27 FT
Static Pressure (No Flow): 64 PSI
Residual Pressure During Test: 62 PSI
Calculated Available Flow at 20 PSI: 8,832 GPM
ATTACHED:
Flow Test Map
Available Flow Curves
Photograph
BLUECLAYRD
OLD DAIRY F A R M R D
PR
O
J
EC
T
LO
C
A
T
IO
N
IN
S
T
A
N
T
A
N
E
O
U
S
F
L
O
W
T
E
S
T
1
A
N
D
2
FI
R
E
H
Y
D
R
A
N
T
1
15
6
PR
E
S
S
U
R
E
H
Y
D
R
A
N
T
IN
S
T
A
N
T
A
N
E
O
U
S
F
L
O
W
T
E
S
T
1
A
N
D
2
FI
R
E
H
Y
D
R
A
N
T
1
1
5
7
FL
O
W
H
Y
D
R
A
N
T
IN
S
T
A
N
T
A
N
E
O
U
S
F
L
O
W
T
E
S
T
2
FL
O
W
H
Y
D
R
A
N
T
JOB
NO
SH
EET
NO
SC
ALE
DESIGNED
BY
CHECKED
BY
DATE
DR
AWN
BY
DA
TE
REVISIONDESCRIPTION
YOURVISIONACHIEVEDTHROUGHOURS.
TheseplansandassociateddocumentsaretheexclusivepropertyofTIMMONSGROUPandmaynotbereproducedinwholeorinpartandshallnotbeusedforanypurposewhatsoever, inclusive, butnot
limitedtoconstruction, bidding, and/orconstructionstakingwithouttheexpresswrittenconsentofTIMMONSGROUP.
6/
7
2022
LAKEPOINTE
NEWHANOVERCOUNTY - NORTHCAROLINA
52
31
1
3
FLOWTESTMAP
K.
ELLIS
A.
KAB
AT
5410TrinityRoad, Suite102 | Raleigh, NC27607
TEL919.866.4951FAX919.833.8124www.timmons.com
NorthCarolinaLicenseNo. C-1652
THISDRAWINGPREPAREDATTHE
RALEIGHOFFICE
L:\212\52311-Lake_Pointe_Castle_Hayne\DWG\52311 - FlowTestMap.dwg | Plottedon6/21/20228:51AM | byKatherineEllis
1"
1000
0
SC
A
LE
1
1
000
2,
00
0
1,
0
0
0
010203040506070
0
7
5
0
1
5
0
0
2
2
5
0
3
0
0
0
Pressure (PSI)
Fl
o
w
G
P
M
Fl
o
w
C
u
r
v
e
fo
r
In
s
ta
n
ta
n
e
o
u
s
F
lo
w
T
e
s
t
1
F
ir
e
H
y
r
d
r
a
n
t
L
o
c
a
te
d
A
p
p
r
o
x
im
a
te
ly
3
1
5
F
T
So
u
th
w
e
s
t
o
f
t
h
e
In
t
e
r
s
e
c
tio
n
o
f
B
lu
e
C
la
y
R
d
a
n
d
D
a
iry
F
a
rm
R
d
1
F
lo
w
H
y
d
ra
n
t
DI
SC
LA
IM
E
R
Th
e
f
lo
w
te
st
re
s
ult
s
a
re
ba
s
e
d
upo
n
i
nfo
r
m
a
tio
n
ga
the
re
d
a
t
th
e
t
im
e
t
h
e
te
st
w
as
p
e
rf
o
rm
e
d
T
h
e
va
ria
b
i
li
ty
of
t
h
e
w
a
t
e
r
s
y
s
t
e
m
du
e
t
o
change
s
in
us
ag
e
de
m
a
n
d
a
n
d
o
p
e
ratin
g
c
o
nditio
ns
p
re
c
lud
e
s
gu
ara
nte
e
th
at
e
x
p
e
c
ta
tio
n
s
re
g
a
rd
in
g
pres
su
re
s
and
flo
w
s
w
ill
be
e
x
a
c
ting
P
r
oje
c
te
d
f
lo
w
be
y
o
nd
th
e
ob
se
rv
e
d
flo
w
is
only
an
e
stim
a
t
io
n
HY
D
RA
N
T
F
L
O
W
TE
S
T
Te
s
t
D
a
te
0
5
1
0
20
2
2
Te
s
t
T
im
e
9
5
8
a
m
St
atic
P
re
ss
ure
6
4
P
S
I
Re
sid
u
a
l
Pre
ssure
6
0
PSI
Ob
se
rve
d
F
low
7
8
0
G
PM
Ob
s
e
rve
d
F
lo
w
Ob
s
e
rve
d
F
lo
w
Pr
o
je
c
te
d
F
low
010203040506070
0
7
50
1
5
0
0
2
2
5
0
3
0
0
0
3
75
0
4
5
0
0
5
2
5
0
6
00
0
6
7
50
7
5
0
0
8
2
5
0
9
0
0
0
9
7
5
0
Pressure (PSI)
Fl
o
w
G
P
M
Fl
o
w
C
u
r
v
e
fo
r
In
s
ta
n
ta
n
e
o
u
s
F
lo
w
T
e
s
t
2
F
ir
e
H
y
d
r
a
n
t
L
o
c
a
te
d
A
p
p
r
o
x
im
e
t
e
l
y
3
1
5
F
T
S
o
u
th
w
e
s
t
of
th
e
In
te
r
s
e
c
ti
o
n
o
f
B
lu
e
C
la
y
R
d
a
n
d
D
a
ir
y
F
a
r
m
R
d
2
F
lo
w
H
y
d
ra
n
ts
DI
SC
LA
IM
E
R
Th
e
f
lo
w
te
st
re
s
ult
s
a
re
ba
s
e
d
upo
n
i
nfo
r
m
a
tio
n
ga
the
re
d
a
t
th
e
t
im
e
t
h
e
te
st
w
as
p
e
rf
o
rm
e
d
T
h
e
va
ria
b
i
li
ty
of
t
h
e
w
a
t
e
r
s
y
s
t
e
m
du
e
t
o
change
s
in
us
ag
e
de
m
a
n
d
a
n
d
o
p
e
ratin
g
c
o
nditio
ns
p
re
c
lud
e
s
gu
ara
nte
e
th
at
e
x
p
e
c
ta
tio
n
s
re
g
a
rd
in
g
pres
su
re
s
and
flo
w
s
w
ill
be
e
x
a
c
ting
P
r
oje
c
te
d
f
lo
w
be
y
o
nd
th
e
ob
se
rv
e
d
flo
w
is
only
an
e
stim
a
t
io
n
HY
D
RA
N
T
F
L
O
W
TE
S
T
Te
s
t
D
a
te
0
5
1
0
20
2
2
Te
s
t
T
im
e
10
1
3
a
m
St
atic
P
re
ss
ure
6
4
P
S
I
Re
sid
u
a
l
Pre
ssure
6
2
PSI
Ob
se
rve
d
F
low
1
6
64
G
P
M
Ob
se
rv
e
d
Fl
o
w
Ob
s
e
rve
d
F
lo
w
Pr
o
je
c
te
d
F
low
6
Photograph 1. Fire Hydrant #1156 (Pressure Hydrant for Instantaneous Flow Test #1 and
Instantaneous Flow Test #2) located approximately 315 FT southwest of the intersection of
Blue Clay Rd. and Dairy Farm Rd.
Photograph 2. Fire Hydrant #1157 (Flow Hydrant for Instantaneous Flow Test #1 and
Instantaneous Flow Test #2) located approximately 590 FT northeast of the intersection of
Blue Clay Rd. and Dairy Farm Rd.
7
Photograph 3. Fire Hydrant (Flow Hydrant for Instantaneous Flow Test #2) located
approximately 1,600 FT northeast of the intersection of Blue Clay Rd. and Dairy Farm Rd.