Exh 2BPRESENTATION TO THE
ATLANTIC BEACH CITY COMMISSION
SEWER MASTER PLAN
ATLANTIC BEACH
AND
BUCCANEER DISTRICT SEWER SYSTEMS
AUGUST 28, 2000
~~
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ATLANTIC. BEACH SEWER MASTER PLAN
• Sewer System Mapping
• Sewer Collection and
Transmission Systems
• Capital Improvement Plan
ATLANTIC BEACH SEWER MASTER PLAN
Definitions:
•Service Lateral: Small-diameter pipe, connects house
to sewer main.
•Sewer Main: Larger diameter pipe, located in street
right-of--way, carries sewage through manholes to
lift station.
•Manholes: Located at intersections of sewer mains,
provide maintenance access to sewer mains.
•Lift Station: Pumps sewage up from deep sewer main
depth to shallow sewer main depth.
•Force Main: Discharge pipe from lift station.
s
LEGEND
FORCE MAIN
---- GRAVITY SEWER
L.S. "J" 4„ L.S.
~-----o-' - - - - -Q
MH 787
T
m
a
m
v
w
0
0
0
a
MH 809
L.S. „L„ 4„
u-~--{}- - •- -
MH 876 ~
°L.S. ;
~~
4,>
L.S. "N"
L.S. "G"
FIGURE 3.3 M H 1 1
ATLANTIC BEACH FORCE MAIN SCHEMATIC
SMITH & GILLESPIE
ENGINEERS INC.
ll00 Ceserv Boulevard • P.O. Sox 53138• Jacksonville. Florida 3220) • (9041 7d3-RB50
4>~ MH 82
~'~'~_ _
L.S. „~„
_ LEGEND
FORCE MAIN
---- GRAVITY SEWER
MAYPORT LANDING WWTP
L.S. g"
MH 10
0
CYPRESS 6"
CREEK
L.S.
0
6"
WEST ~ SHANGRILA
END L.S.
L.S. 4~> MH 192
MONTREAL CO
L.S. LAKESIDE
L.S.
NAVY 6 MH 235
L.S.
Y
Q
MIMOSA
n COVE
a L.S.
o
~ ASPEN j
RIDGE ~
L.S. 6" i
MH 2858 -j
ti
o MH 317
FEATHERWOOO
L.S. 4„
,J
SCHOONERS
BAY
L.S. 4„
6"
PAN AM
L.S. _ 4"
MAYPORT
TRACE (PRIVATE)
L.S. r, 6>.
~I °
COURT
YARDS
L.S.
FIGURE 3.4
BUCCANEER SYSTEM FORCE MAIN SCHEMATIC
SMITH & GILLE5PIE
ENGINEERS .INC.
110o Celery Boulevard • P.0. Box 59198 • Jaeltaonville. florida 922111 • (904) 749-6950
LEGEND
FORCE MAIN
WWTP
0
a
z
>.
m
V
N
V
W
N
O
J
1=
Q
~C7
M
N
O
O
O
N
~.5. „E„
ATLANTIG BEACH MANIFOLDED FARCE MAIN SCHEMATIC
SMITH & GILLESPIE
ENGINEERS INC.
1300 Ceaery Boulevard • P.O. Boz 58Y38 • Jacksonville, Florida 3220, • (9041 743-6950
ATLANTIC BEACH SEWER MASTER PLAN
Amount of Water and Wastewater Treated at the Atlantic Beach Water and Sewer Plants
Water Plant Flow Sewer Plant Flow Percent Water Percent Water Not
Month (M~1ion Gallons) (Million Gallons) Returned to Sewer Returned to Sewer
Mar-00 63.152 46.366 73% 27%
Feb-00 53.606 45.365 85% 15%
Jan 00 57.168 46.915 82% 18%
Dec-99 56.228 45.533 81% 19%
Nov 99 56.298 47.446 84% 16%
Oct-99 59.457 59.592 100% 0%
Sep-99 61.5 52.822 86% 14%
Aug-99 74.89 48.107 64% 36%
Ju199 74.619 48.384 65% 35%
Jun 99 69.72 45.13 65% 35%
May-99 71.128 44.702 63% 37%
Apr-99 70.037 43.38 62% 38%
Average 63.93 47.71 76% 24%
l2 ~'
ATLANTIC BEACH SEWER MASTER PLAN
Atlantic Beach System Calculation of Infihration
ini
System
Potable Water
Consumed Within
Each Mini
Sytems From
Baling Records
(GPM)
Estimated
Percentage of
Potable Water
Lost to
Irrigation or
Septic Tanks
Amount of
Potable
Water Lost to
Irrigation or
Septic Tanks
(GPM)
Wastewater
Base Flow
Calculated
for Each
Mini-System
(GPM) (1)
Wastewater Flow
Rate Through Each
Lift Station Based
on Drawdown
Tests and Pump
Run Times (GPM)
astewater Flow
Rate Generated
Within Each Mini-
System (GPM) (2)
elative
Infiltration
Flow Rate
(GPM) Relative
Infiltration
as a
Function of
Mini-
System
Flow
A 185 38% 70 115 272 234 119 51%
B 137 38% 52 85 455 277 191 69%
C 374 62% 232 142 223 145 3 2%
D 149 38% 57 92 179 111 19 17%
E 214 38% 81 133 163 153 20 13%
F 103 38% 39 64 111 111 47 43%
G 92 64% 59 33 34 34 1 2%
H 23 38% 9 14 20 20 6 29%
I 6 38% 2 4 49 35 32 90%
J 7 38% 3 4 14 14 10 71%
K 13 38% 5 8 9 9 1 15%
L 30 65% 19 11 11 11 0 0%
M 138 83% 114 24 24 24 0 0%
N 21 50% 10 11 11 11 0 0%
O 11 38% 4 7 38 38 31 83%
13 -~
ATLANTIC BEACH SEWER MASTER PLAN
Buccaneer System Cakualtion of Infiltration
ini System
Potable Water
Consumed
Within Each Mini
Sytems From
Billing Records
(GPM)
Estimated
Percentage of
Potable Water Lost
to Irrigation or
Septic Tanks
Amount of
Potable Water
Lost to
Imgation or
Septic Tanks
(GPM)
Wastewater
Base Flow
Calculated for
Each Mini-
Sytem
(GPM) (1) Wastewater Flow
Rate Through
Each Lift Station
Based on
Drawdown Tests
and Pump Run
Times (GPM)
Wastewater Flow
Rate generated
Through Each
Mini-System
(GPM)
elative
Infiltration
Flow Rate
(GPM) Relative
Infiltration
as a
Function o
Mini-
Sytem
Flow
Aspen Ridge 41 38% 15 26 56 56 30 54%
Courtyards 18 38% 7 11 76 76 65 85%
Cypress Creek 6 38% 2 4 67 67 63 - 93%°
Featherwood 22 51% 11 11 11 11 0 2%
Lakeside 35 38% 13 22 67 67 45 67%
Mayport Landing 67 54% 36 31 31 31 0 1
Mimosa Cove 79 38% 30 49 218 150 101 67%
Montreal 28 38% 11 17 51 23 6 25%
Navy 0 38% 0 0 73 73 - -
Pan Am 0 38% 0 0 30 30 - -
Shangri La 4 38% 1 3 58 7 4 58%
Shooners Bay 17 38% 7 10 27 27 17 63%
West End 27 38% 10 17 28 28 11 40%
1~~
ATLANTIC BEACH SEWER MASTER PLAN
Atlantic Beach System Projected Flow Rates for the Year 2010
ini-System Year 2000 Flow
From Each Mini-
Systems Based on
Drawdown Tests and
Pump Run Times
(GPM) Year 2000
Wastewater
Base Fbw
Calculated for
Each Mini-
Systems (GPM)
Year 2000
Relative
Infihration
Flow Rate
(GPM)
Year 2000 Wet
WeatherInflow/
Infihration
(GPM) Year 2010
Projected Flow
Increase though ' '
System D~ To
Population Growth
(GPM)
Year 2010
Projected Flow
Increase Due To
Septic Tank Phase
Outs (GPM)
Year 2010
Maximium
Projected Flow
From Mini
System (GPM)
Year 2010
Maxhnium
Projected Flow
'Through Lift
Station (GPM)
A 234 115 119 225 17 0 475 570
B 277 85 192 307 12 0 596 861
C 145 142 3 8 49 19 221 486
D 111 92 19 34 13 24 182 265
E 153 133 20 156 46 13 368 393
F 111 64 47 94 9 0 214 214
G 34 33 1 1 5 4 44 83
H 20 14 6 17 26 0 62 62
I 35 4 31 86 1 5 128 171
J 14 4 10 28 1 0 43 43
K 9 8 1 4 3 16 32 32
L 11 11 0 0 4 12 26 26
M 24 24 0 0 3 0 27 27
N 11 11 0 0 2 0 12 39
0 38 7 31 56 1 0 95 95
Total 1225 747 479 1015 192 93 2,525
..~-
~S ~
ATLANTIC BEACH SEWER MASTER PLAN
Buccaneer System Projected Flows for the Year 2010
ni-S stem Year 2000
Flow From
Each Mini-
Systems Based
on Drawdown
Tests and
Pump Run
Times GP Year 2000
Wastewater
Base Flow
Calculated
for Each
Mini-
Systems
GP
ear 2000
Relative
Infiltration
Flow Rate
GP
Year 2000
Wet
Weather
Inflow/
Infiltration
GP
Year 2010
Projected Flow
Increase
Through Mini-
System Due To
Population
Growth GP
Year 2010
Maximum
Projected
Flow From
Mini-System
GP
Year 2010
Maximum
Projected
Flow
Through Lift
Station
GP
As en Ride 56 26 30 105 12 174 174
Court ands 76 11 65 144 4 224 224
C ress Creek 67 4 63 127 1 196 196
Featherwood 11 11 0 21 5 37 37
Lakeside 67 22 45 125 8 199 417
Ma ort Landin 31 31 0 5 8 11 101 101
Mimosa Cove 150 49 101 283 24 457 668
Montreal 23 17 6 42 2 67 150
Na 73 0 - 137 8 217 217
Pan Am 30 0 - 57 11 98 98
Shan i-La 7 3 4 13 1 21 172
Schooners Ba 27 10 17 51 4 82 82
West End 28 17 11 53 2 83 83
IG
ATLANTIC BEACH SEWER MASTER PLAN
ANALYSIS OF ATLANTIC BEACH MANIFOLDED FORCE MAIN SYSTEM
ALTERNATIVE 1 -Addition of a Master Lift Station with Other Pump Station and Force
Main Improvements
Item No. Description QTY _ _ Unit Unit Cost Total
1 Master Lift Station 1 Each $ 280,000 $ 280,000
2 12" PVC Force Main From LS B 160.0 Feet $ 54.00 $ 86,000
3 8" PVC Force Main From LS C 1400 Feet $ 36.00 $ 50,000
Pump and Motor Upgrade -Lift
4 Station E
1 Each $ 50,000 $ 50,000
Subtotal $ 466,000
Contingency $ 90,000
Resident Observer $ 6.5,000
Engineering and Permitting $ 70,000
Total Cost $ 691,000
ATLANTIC BEACH SEWER MASTER PLAN
ANALYSIS OF ATLANTIC BEACH MANIFOLDED FORCE MAIN SYSTEM
ALTERNATIVE 2 -Increasing the Pump and Motor Size at the Pump Stations with New
Force Mains and Without a Master Pump Station
Item No. Description
1 Pump and Motor Upgrade - LS A
2 Pump and Motor Upgrade - LS B
3 Pump and Motor Upgrade - LS C
4 Pump and Motor Upgrade - LS E
5 Pump and Motor Upgrade - LS F
6 12" PVC Force .Main
7 8" PVC Force Main from LS C
8 8" PVC Force Main from. LS E
QTY Unit Unit Cost Total
1 Each $ 86,400 $ 86,000
1 Each $ 86,400 $ 86,000
1 Each $ ~ 72,000 $ 72,000
1 Each $ 62,400 $ 62,0.00
1 Each $ 62,400 $ 62,000
1600 Feet $ 54.00 $ 86,000
1400 Feet $ 36.00 $ 5;0,0:00
1350 Feet $ 56.00 $ 76,000
Subtotal $ 580,000
Contingency $ 120,000
Engineering and Permitting $ -14:0,000
TOTAL COST $ 840,000
ATLANTIC BEACH. SEWER MASTER PLAN
Recommended Improvements
Improvement No. Improvement Description
1 Upgrade Lift Station H to include new pumps and motors, new concrete block building, piping
modifications, and modifications to the existing electrical and control systems.
2 Addition of a Master Lift Station at the Atlantic Beach WWTP with other lift station and force main
improvements -This option includes construction of the new Master Lift Station, increasing the existing
10" force main downstream of Station B to 12", installing a new force main downstream of Station C,
adding new pumps and motors to Station E, and increasing the wet well volume of Station C and E.
3 Replace the West End Lift Station with a duplex above-ground station.
4 Upgrade the Mimosa Cove Lift Station to replace the existing pumps, piping, and controls. Increase the wet
well storage volume by resetting the pump control elevations.
5 Replace the Lift Station I enclosure with a standard concrete block building, and modify piping,
instrumentation and control systems.
6 Replace the Shangri La Lift Station with a new gravity sewer line to the Cypress Creek Lift Station.
7 Increase the wet well storage volume at the Navy Lift Station.
8 Gravity Sewer and Manhole Rehabilitation in Atlantic Beach System -Mini-systems to be rehabilitated
include O, I, J, F, and the remainder ofmini-systems A and B.
9 Gravity Sewer and Manhole Rehabilitation in Buccaneer System -Mini-systems to be rehabilitated include
Cypress Creek, Courtyards, Mimosa Cove, Lakeside, Aspen Ridge, Schooner Bay, and West End.
10 Upgrade Lift Station O to replace the existing pumps, piping, and controls.
8~
-r~r
ATLANTIC BEACH SEWER MASTER PLAN
TEN-YEAR CAPITAL IMPROVEMENT PLAN FOR ATLANTIC BEACH AND BUCANEER DISTRICT SEWER SYSTEMS
Year
Descri tion Estimated Cost
1 Replace the pumps and motors at Lift Station H with larger pumps and motors. $66,000
Construct Master Lift Station at Atlantic Beach WWTP; Replace 10" force main with 12" force main from Lift Station B to $691,000
junction with 18" at WWTP influent; Install new 6" force main from Lift Station C to junction with 18" at WWTP influent;
Replace pumps, motors, electric and instrumentation systems at Lift Station E with larger pumps and motors, and electric and
instrumentation system improvements; Increase wet well volume at Lift Stations C and E.
Replace the West End Lift Station with a duplex above ground station; $100,000
Increase pumping capacity and wet well volume at the Mimosa Lift Station; $65,000
Replace Lift Station I enclosure with a standard concrete block building, and modify piping, instrumentation and control system. $45,000
Replace the Shangri La Lift Station with a new gravity sewer line to the Cypress Creek Lift Station.
$140,000
Increase wet well storage volume at the Navy Lift Station.
$50,000
Investigate Atlantic Beach and Buccaneer District gravity sewer systems.
Estimated Cost Year 1 195 000
$1,286,000
2-9 Perform Gravity Sewer and Manhole rehabilitation within the Atlantic Beach and Buccaneer District Systems. $1,208,611
Estimated Annual Cost, Years 2 - 9 $1,208,611
10 Perform Gravity Sewer and Manhole rehabilitation within the Atlantic Beach and Buccaneer District Systems. $1,093,612
Increase pumping capacity at Lift Station O. $65,000
Estimated Cost Year l0 $1,158,612
Estimated Total Costs Years 1 - 10 $12,113,500
City of Atlantic Beach
Wastewater Pump Station Inventory List
Station Name:
Station Address:
Last Project No.: I
Date of Last As-Built: ,
A l
6th St. and Sheny Dr. I(
1
Station Type:
Number of Pumps:
Part of which System:
WET WELL~MOUNTED
AB l
- - - __
PUMP SECTION ~ CONTROLS SECTION
~- Pump No. 1 ') Pump No. 2
_
Manufacturer: ~
~G'o`r'm`a`'n'-'Rupp
1 ~- -. ~r~ ...
Gorman-Rupp
~ _ __
Control Type: ~ ~r.~.
~BUB~BL`E''R''
i ------- -• ..____
Pump Model No.: ~ ]'T`6'A~6'0~B'~' ~~ T6A60-B ~~ Measured from where? ~ City As-builts
_ __ ....
Pump type: ~
SELF-PRIMING
'
SELF PRIMING
~ -
High Water Alarm: 1
-0.32
Pump SN: 1182195
. _.. ___ .._ ~"1'0~5'2~568
i--.-..... _ . ...._ _ -- Lag On, .._ _ . ~ _.._ ... -
~ _1.32
~-_. _ ___.. .
_.
Motor Manufacturer: ~
GE
Siemens-Allis _. _ .
Lead On: ~
-1.82
---- - -
,._....
Motor Modei No : ~
SK324AL2050
. ...
324T
__ _.
_"
-
Lag Off: . ,
-4 82
Motor SN.
._.._ _. _._. ____ _-
t--.. ----__----~ _. ~.. _. _.._
Lead Off: ~
-4.82 ~-~
~., _
Motor Horsepower: ~
40
40
Motor RPM: ' 1.760 ~ 1760 FORCE MAIN INFORMATION SECTION
Motor Voltage: ~ 230/460 3PH ~~ 230!460 3P~ H ~r
_ _..._. -
FM Header Dia. (in); __ . _ ,
1~
_
Pump RPM:
---• -
~------•-- -• --
_ . _.
FM Header Inv. Out: ~ . .__
1414 85
1- -- - --._ ._.
Motor Pulley Dia.: 7.5 7.5 Check Valve Dia. (in): 1 6
__... _
Pump Pulley Dia.: ~ ~~ ~9 Plug Valve Dia. (in): 1 ~6 ~~~
_~ ...
Belt Size: ~ - ~ - ~ J ~ FM Diameter (in): ~ ~--~
Pump Curve No.: ~
1 ......~_.
~''~'`"'
!
~'` ~'~'' FM Material: ~ Di. ~~
__........ __.
Pnmary GPM:
597
538 Disch Elev: ~
_ _ 4.28
- ---_.. .
Pnmary Head (psi): 1
,r
28
.. . _.
28
_ _ ___ ~ _ _. __
FM Termination Pt
.. _ ._ _. _ _.__..
FM Inv. at Termination ~ ~~
I" ~P
36.04
Impeller Dia (m.): ~ 12 375
~._-..._.._ _ . 12.375
- _.-__.._~__.
FM-length (ft.)• 1
4332
Suction size (m ): 6
_. _ _. g
. _. _........___ _.... _ _ .. .__. _..
Part of Manifold FM: ~ ..,!
YES
Discharge Size (in.): ~
_. ._
1-
_ . _ - - . -,-
PSs on Manifold FM: ~ _.
B
Smith and Gillespie Engineers, Inc.
08108!2000 01:45 PM
3-6
FIGURE 3.2
Proj. No. 08505-025-01
City of Atlantic Beach
Wastewater Pump Station._Inventory List _
Station Name: ~ A I Station Type
_. _ _ ..--
Station Address: ~ 6th St. and Sheny Or, ~ Number of Pumps:
Last Project No.: ~ I Part of which System:
Date of Last As-Built:
WET WELL SECTION
WW Shape: CIRCULAR
. _.. 1
Diameter (ft):
8
Length (ft):
..~
_ ., .
Width (ft)
Top Elev: 8.16M,_ v._...._ _
_~ _____
Floor Elev: 7.07 ~`~
_. _
Suction Elev: ~.~
~'-'6~5'7~~
t ... .... -...-.-.. _.._ _
WW Area (ft"2): .,50.27
_ _..
_ ._.~. _-
WW Vol: ~ ~..r
Smith and Gillespie Engineers, Inc.
08/08/2000 01:45 PM
WET WELL MOUNTED
f2 + \
AB
INFLUENT PIPE SECTION
Inlet Pipe Type r~r
Inlet Size (in)~ 12
FM or GS: GRAVITY SEWER
. _..._._ ._.... _ _. ...,s.~~.
Inlet Inv: 0.18
__~_. _.~ v_.:.---
Inlet Pipe Type
~~~
Inlet Size 2 (in):
FM or GS 2;_._.___+ ____.~_ __..
Inlet Inv 2:
Inlet Pipe Type) _._. _ _ ...___ _____
Inlet Size 3 (in): ~-
FM or GS 3:
Inlet Inv 3:
3-7
Inlet Pipe Type
Inlet Size 4 (in): ~`~
FM or GS 4: ____ ~~- _~~;
Inlet Inv 4: ~ ~-
Proj. No. 08505-025-01
FIGURE 3.2